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00-0664 A'0,0 � In I r4 I r t ) Ardaman & Associates, Inc. AL inGeotechrn April 18, 2000 cal,Environmental and File No.: 98-3545 Materials Consultants Mr. Don Ginsburg Parkside Village 5703 SW 85 St Miami, FL 33143 Re: Certification of Foundation Conditions Parkside Village 8411 SW-57 1h Path - Lot 1, Block 3 Dear Mr. Ginsburg: In accordance with your request the construction site has been observed and the *` foundation conditions are similar to those which design is based (2000 p.s.f.) and 1 according with the recommendations made on Geotechnical report prepared by Ardaman & Associates, Inc dated August 23, 1996. Respectfully submitted, Ardaman & Associates, Inc. 'Rafael D n r, P E" # 'o tT 'Proj&cI En*'ne FL>Re4 Nd:'3552�}� }x'�,f'��'�,,,,��:J` RD/spy, ., ....••• ,Y 2609 West Bath S+.cci H, ,ems+. Fonda 33016, Phone(�165)825-26$3 FAX,30i)925 2G86 Ofhcc-e m Bprin.- i f-,,, DE LOS REYES ENGINEERING, CONSULTING STRUCTURAL ENGINEERS 7184 S W 47TH STREET MIAMI, FLORIDA 33155 305-665 2778 HECTOR DE LOS REYES, P.E. FAX 305 665-2793 Chief Building Inspector City of South Miami Building&Zoning Department 6130 Sunset Drive South Miami,FL 33143 NOTICE TO BUILDING AND ZONING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER SECTION 305.3 SOUTH FLORIDA BUILDING CODE Dear Sir- I,have been retained by The Richard-Brandon Co. to perform inspection services under Section 305 3, South Florida-Building Code,at- Parkside Village,-Lot#12 — project on the below listed structures as of July 18th,2000 (Date) Process Number Street Address Contractor of Record. The Richard-Brandon Company Inspection Responsibilities- Reinforced masonry and grouting of filled cells 1 { The following individual(s)employed by me or this firm are authorized to perform inspection services: ` 1 Hector De Los Reyes,P.E. 2. No One Else I,will notify Dade County Building&Zoning Department of any changes regarding authorized personnel performing inspection services. I,understand that a Special Inspector's inspection log for each building must be displayed in a convenient location on the site for reference by the Dade County Department of Planning,Development& Regulation Department Inspector. All mandatory inspections,as required by the South Florida Building Code,must be performed by the County when the Special Inspector is hired by the owner. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory Inspections performed by the Department Further, upon completion of the work under each Building Permit I will submit the completed inspection log form and sealed Statement of Compliance to the Building Inspector, at the time of final inspection and before making application for Certificate of Occupancy The Statement of Compliance shall state that,to the best of your,knowledge,belief and professional Judgment those portions of the project outlined above 44 y��meet with,the iptent•of the South Florida Code and is insubstantial accordance with the approved plans. _` Fkrf�; 1111 e� t i •"` t rely, � f ectgi�IefL-osgFyes1*P E ; Date b �;pklrygri /Certific te.No. IS }. e� i0�1o '�J rCtir F ,�(. klffl Nr 1 77-1 'ANULAFR/ PERMEABLE //� 61 5., 6\ SITU SOILS LIMEROCK ��/\/ )T PERMITTED. DEPTH - V A I E R I A L SHALL BE NATIVE SOIL ELEVATIONS TYP. DRAINAGE SWALE SECTION N.T.S. 0000.. NOTE- 10' WIDE DRAINAGE SWALE NOT NEEDED WHEN 10 WIDE-DRAINAGE VALf'(TP•) ADJACENT TO DRAINAGE BERM OR DECORATIVE WALL. SEE SWALE'CROSS-SEE?K)N DETAIL.... IF SO, GRADE TOWARD BERM OR WALL SEE SHEET 2 •0•• . . . .. • 0000 -./�•-- -J`-� -,/`-- -,/`- �- -�--- 0000.. • 0000.. - ------- ---------- ------------- 1 0000 0000 00 r� � i � • •• • 0000.• ` 1' i NO DRAINAGE SWALE BETWEEN HOMES • ! AREA TO BE GRADED LEVEL BUT ' Td SLOPED AWAY FROM AREA. OPTIONAL ."", ;'••' t POOL � f • 0000 ....;0 2' OVERHANG - ' �� ••• • OPTIONAL --- - - - - - �'j i • - POOL I 2' OVERHANG r-- -- ,� - r PROPOSED 2-STORY L -- -- - - - - -- I SINGLE FAMILY UNIT r WALL W/ GATE I I IO MIN. I 17---- -1 I PROPOSED 2-STORY I �� SINGLE FAMILY UNIT I I -4 I I 6 WALL W/ GATES I I ( ' L � � --- -- - I --- --- - - --- I I TYP. LOT DRAINAGE PLAN TF N.T. N.T.S. i'rLS L, . . . .... .. . . . . • 8 G7 �. q 2 - - Sob TYPICAL UNIT A �i „T —MCAL UNIT PLANT OPTIONS KEY PT ANT t►re i►,� V71; SPACING A f nw 9r Mn M' Vcfs Uriape musmd'Evergreen Giant' Igal 12"o.c. - Opiuopagon japonimWMondo grass a " Rheo spath= I dkalbdDwarf Rheo g 18«o.c. Setcreas i pailidaMurple Queen- Igal •".':18"o.c • ` • • • 1 '• •• •• • 0000' �....� Allamanda nerifolia/Bush Allamanda Igal Aspargus 'sprengenVAspargus fern lgal 18"0.c. • Bougainvillea dwaf Igal ; 'I8"o. ,••:• ,,,,•• Jasminum volubile/Wax jasmine Igal ....•18"o.cr•:•. •; . : .. . 0000.. C Redge • -" HH'biscus sp./13ibiscus 3gal 3'o.c.•0 0 0 0. 0 0 0.0: e hora'Nom Grant' 3gai :"'3:o.c: to Podo=MwMaki Yew 3gal 0000260.C. '.•..' : Psychotria babamensis/Wild Coffee 3gal 3' o.c. ""00 D Yino ' Allamanda.cathartica/Allamanda vine 3gal Tecomaria capensis/Cape Honeysuckle 3gal Thunbergia gmndiflora/Sky Flower 3gal E Small Palm Chamaedora seifriziMeed Palm 7gal Cocodmnax mimguama 7gal Rhapis excelsa/Lady Palm 7gal F Aecenr Alpinia speciosa/Varigated Ginger 7gal Cordlyne ternifiWis sp/Hawian Ti 7gal Ciinum asiaticurn/Crinum Lily 7gal Zamia furfuracea'ICardboard Palm 7gal G Palms Carpentaria acuminate 12'-14 Prychosperma eiegans 12'-14' Wodyetia bifurcate 05/12/2000 09:27 30526208211 PAGE 02 -. ?'OR M 60OA-97 t� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A t„4T- ,._'mart Name MODEL A PARKSIDE VILLAGE LOT 12 Builder THE RICHARD•BRANDIN C r,tlr+less• PARKSIDE VILLAGE LOT 12 Permitting Office. SOUTH MIAMI � f,hy, State: SOUTH MIAMI, FL Perr It Number. �ranel" Vi1ESTWAY LTD JurMiction Number: 233300 i r,lirnate Zone- South I j ...,New contiUUCtto„('+ c't4trn, -\c;v -�----°-1 - �--•-^^-------------_w.—_i L. Cooling«acrn% Single fonts!}•or ntltltl-funiti'. titnrlc lantih _ + a genital l nix Cap-43 i)l fat„ill? `rumher rt lutitk if mulls-t5m,l, ! S1.1 it- 12 40 -- a Numberol Mxlrrsn,nti h Contra!!-nit Lap 42 E)l'13tttlu i la Vitt a'Aoir;t ca"c' }'c5 `iL-1 Tt. 12,10 't`nndilioned floor area(t;") 3474!t= -- I c N"A , i 7 t'ilavS area 1@,lvpc i I Lle(rc-stngle Pans, 0 0 11= j 13 l leurtng syste,115 h Clear-double lmrkc r1 U R= _-- � a, l=!colic Strip (_'a}, 3-i()1:L31tz?ttt ` i'tttb'othcr SG'SLKiC-5.ulsrie Pane 85S()ft' l'0 1' I Vu 'frntiother SC'SIaGC•dnuhle}pane !+-O(�= I h 1_lectnc Strip Clip i 1 0>,H1 00 _ 2, t•Inort�},c1 _- I C•r11' I (ti) • i • ti Slnb-r)n-r}raalc Ed a lnsulatam lP>1A • �' • 14 l3ol •••••• ••••+• ••{r+ 'Nall ty c•S • P _ a IV6a" • • I • J" f-'oncrete, lilt h,sul. Lvennt R--4 2,3278;,W 1 i i - i ••bl•.11 i6 •••• 1) C'oncrcte. Int instil.AJraccnt R-4 150 0 tt= f h, h+A :0. • • • - I • • • ( c ConSCrvf;LUn�rddtlS I • u NIA i!fIL Float1re"„crv.Snlen •••••+ • •i•• 1• 1q, Celli ng lypes • DHP-Ded,cuied}seat pnm}-) • • Under Anse fl=30.0 169v o ry � 15 14VAC credits • • • � • • t`- NIA • •••• •••j•• ICE-Cr,hnG l-tn.C V-C,o 5 tcnUluttnv- • • • • !1F-Wholc hou�c fan • • .! iJUCrs • • •••• ••�•• _ 1'I-PnSCr�tnrnahlc J Sup i Tic, C:ct Con hermostat. .T f� R-h 1),??0 t Rl?-Atc tact+nm Kamer •••••• •••••• N« •• • 11 Sup I'nc Ret Cron A)I h;lenur Slip 0 32 R-6 f • ••�•• )fl I h7!_-C-�fulltzoneconlutk • tif7-H-;`4ultt.Mme],..aungl I i - - -- - - - - - - - --- --------- Glass/Floor Area 0 25 Total as-built points 41715 00 Total base points: 52176 00 PASS i ?,spreby certify that the plans and specifications covered i Review of the plans and by this calculation are In compliance with the Florida specifications covered b this tioF� sr'�FQ Energy Code. i ! calculation indicates compliance PREPARED BY: with the Flonda Energy Code i bATE: i ; Before construction is completed - this building will be inspected for „ I h&eby certify that thls building, as designed, is In i compliance with Section 553.908 rp con pliance with the Florida Energy Code. 1 Florida Statutes. oOU xr%6 ` OWNER/AGENT: BUILDING OFFICIAL: DAATE: DATE I I : —— ---- —I — - - -- E , Wj/12/2000 09: 27 3052629211 PAGE 03 -'FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS- PARKSIDE VILLAGE LOT 12, SOUTH MIAMI, FL, PERMIT#- BASE , JAS-BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points y8 3474,0 53.20 33268.7 Single, SC-O 70 W 20 3.0 ISO 4419 066 439,8 Single,SC=O 70 W 70 170 460 4419 081 IM9 4 Single,SC=0 70 W 70 cj 0 480 4419 062 13163 Single,SC=O 70 W 70 70 300 4419 056 7453 Single,SC=O 70 W 50 90 480 44,19 072 16179 Single SC=fl70 W 6.0 160 300 4419 063 10957 Single,SC U 70 E 20 18 O 54 0 4.9 Al 099 26613 Singie SC--O 70 E 20 00 600 4961 086 2M83 Single SC•O 70 E 90 90 80,0 4961 053 21150 Single,SC-0 70 E 20 70 38,0 4961 089 116113 • Single,5C=070 E 90 tot] 800 f 61: ; 0 6.... 22143• Single,SC=0.70 NE 20 70 180 3%Vo- 09�•••.• 551.00 • Single, SCzO70 U 2O 70 180 5030 086 000- 7p 0+3 Single, SC=�070 N 20 150 60 x-49 098••• • 127201*- Single,SCZO 70 N 20 60 30 0 090 • X81 8 Single,SC=070 N 20 30 50 -1 1 43 •• 0 71•••1• 841 Single, SC-0 70 N 20 170 300 ,1.4.3 O C- 83;1 :• Single,SC-070 N 20 ISO 6 0 ?,143 •• 09E1••:•- 127.4.•• Single SC--O70 1`1 '_'�0 170 ISO 2;•43 �• Q,68 • 2,96 Single, SC=070 N 410 190 400 2j 43 063•••• 53E116 4••: Single,SC=0 70 N 410 70 36 0 24*Qo o o 0 61••••• 467;5 Single,SC=O 70 S 360 170 ISO A 82 : 04400-0. 278-8? •• Single, SCc070 S 20 40 1Fl0 41�Y--- 067---- -°06d 0 Single,SC=O70 S 2,0 70 300 4?82 0 84 1U4Ab' •- Single 6G=070 S 20 170 640 41,82 090 266,101 AS-13ullt Total: 858.0 26606,4 WALL.TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Arzkejcent 1500 1.0 1500 Concrete, Int Insul,Exterior 42 32780 228 74738 z}grior 327E#0 2 70 &.950,6 Concrete,Int lnsul Adjacent 42 1500 1 18 1770 83 "Total: 3428.0 9000.6 As$uitt Total: 3428.0 78511,8 DOOR TYPES Area X BSPM = Points Type Area X SPM - Points ,A+S*ant 210 2 80 546 Exteror Wood 320 9 40 300 8 `i2xf*rior 1_42 0 640 1`7xf•ciar Wood 20 0 940 1880 Adjacent Wood 210 380 798 Kwi1 Total: 73.0 397.4 As-Built Total: 73.0 5699 0 li-/12/0000 001 'J-7 J060C?0?11 nnCC 0 1 PO RM 60DA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE LOT 12, SOUTH MIAMI, FL, _ PERMIT#- BASE AS-BUILT i 1 'CV*.ING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Ut dit Attic 1699 9 0 080 1 SM 2 Under Attic 30 0 1 e99 0 0£10 13W 2 t!Total: 1599.0 1359.2 As-Built Total: 1699.0 13691 i F OOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points st* 2420(p) -200 -4340.0 Slab-On-Grade Edge Insulation 00 2420(p) .2000 -48400 4h*d 00 0 QC 0.0 06*Total: -4840.0 As-Built Total: -4640.0 INFILTRATION Area X BSPM = Points Area X SPM — Points 34740 18.79 65276 s 34740 1879 65276.5 ttonmer Base Points: 104452.3 Summer As-Built Points: 96523.5 Total Summer X System — Cooling Total X Cap X Duct X System X Credit - Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 9652,35 0 700 ow 0275, 1000 128243 06523 5 0.500 0 966 n 775 1 000 128243 104452.3 0.3560 37185.0 96523.5 1.00 0.966 0.275 1.000 25648.6 05/12/2000 09: 27 3052628211 PAGE 05 �FOOM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSID>E VILLAGE LOT 12, SOUTH MIAMI, FL, PERMIT#: .A BASE I kS-BUILD' I GLASS TYPES 'I'8 X Conditioned X 8WPM = Points Overhang Floor Area Type/s(; Ornt Len Hyt Area X WPM X WOF = Points '19 3474.0 .2.02, 1265,9 Single.,5C-0 70 W 20 30 15.0 473 102 721 Single,SC=O 70 W 70 170 460 4 n 100 2181 Single,SCE 70 W 70 90 A80 473 102 2317 Single,SC-=O 70 W 70 70 300 473 103 1456 Single,SC=O 70 W 50 9 0 48 0 473 101 2293 Single,SC=070 W 60 160 300 4-13 100 142.1 Single,SC-0 70 E 20 18 0 540 423 1,01 230.5 Single,SC=O 70 E 20 60 130 0 4 23 103 2613 Single,SC=O 70 F 90 9 0 600 423 1 11 376.1 Single,SC=O 70 E 20 70 36,0 423 103 1 cA3 2 Single,SC=n 70 F 90 100 800 423 110 716 Single,SC=O 70 NE 20 70 180 490 1 00 &9 1 Single,SC=0.70 SE 20 70 180 388 1.05 73.4 Single SC=070 N 20 150 60 505 100 302 Single,SC=070 N 2.0 60 300 506 0.99 149.5 Single SC=070 N 20 30 50 505 097 246 Single,SC=0 70 N 20 170 300 S 055 100 151 1 Single SC=070 N 20 150 60 505 100 302 Single,SC---O.70 N 220 170 150 505 096 727 Single SC=070 N 410 190 400 505 095 IM Single,SC=0 70 N 410 7 0 505 0,96 1 7?3 Single,SC=O 70 S 360 170 15 0 406 143 812 Single. SC=O 70 S 2 0 40 18 0 406 113 62.7 Single,SC=070 S 20 70 300 406 103 1257 Single.SC=070 S 20 170 640 406 099 2583 As43ullt Total: 658.0 3972.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points hisk:e nt I So 0 05 750 Concrete, int Insul Exterior 42 32780 102 33436 YUrIOr 3278 0 0 60 19(35 8 Concrete int Insul,Adjacent 42 111100 044 600 Base Total: 3428.0 2041.8 As-Bultt Total: 3428.0 3409.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points "P,c rent 210 1 30 273 Exterior Wood 320 280 896 +nor 520 1 60 9.36 E;xterror Wood 200 2 80 560 Adjacent Wood 210 1 90 399 64se Total: 73.0 120.8 As-Built Total: 73.0 185.5 05!12/2000 09:2' 3052628211 PAGE 06 PORM 60OA-97 ,LL WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE= LOT 12, SOUTH MIAMI, FL, _ PERMIT# BASE AS-BUILT [C:EIILL...ING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points U#:�'t Attic 16990 010 169 9 under Attic 300 16900 0.10 16e 9 Shof Total: 1699.0 169.9 As-Built Total: 1699.0 189.9 A'60R TYPES Area X BWPM = Points Type R-Value Area X WPM Points 5tdb 242 0(p) -21 508 2 Slab-On-Grade Edge Insulation 00 24 0(p) -2.10 -5052 rkisod O 0 0 00 00 ! Total: .508.2 As-Built Total: -609.2 INFIi-TRATION Area X BWPM = Points Area X WPM W Points 34740 -006 -2W 4 34740 -0 06 -,fl 4 Mnter Base Points: 2881.9 Winter As-Built Points: 7021.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 7021 0 05M 1 003 1 000 1 000 3519 4 _ 70210 0 500 1 am 1 000 1 000 ;Lri19 4 2881.9 1.0900 3141.3 7021.0 1.00 1.003 1.000 1.000 7038.8 05/12/2000 09:27 3052623211 PAGE 07 FCJ M 60OA-97 1 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ',ADDRESS- PARKSIDE VILLAGE LOT 12, SOUTH MIAMI, FL, _ PERMIT# BASE 145-BUILT WA TER HEATING E VO.nber of X Multiplier - Total Tanis EF Number of' X Tank X Multiplier X Credit Total 00drooms Volume Bedrooms Ratio Multiplier 5 2370 00, 118500 500 056 5 100 180652 104 9027 6 As-Built Total: 9027.6 CODE COMPLIANCE STATUS LASE AS-BUILT '<,boltng •+ Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 3.7165.0 3141.3 11850.0 52176.3 25648.6 7038.8 9027.6 41715.0 PASS , 04-0ESrgp� • r�,cOb��J�r 05/12/2000 09: 27 3052628211 PAGE 08 PORM 600A-97, Code Compliance Checklist Residential Whole Building Performance Method A • Details ADDRESS, PARKSIDE VILLAGE LOT 12, SOUTH MIAMI, FL, PERMIT#. WP211 INFILTRATION REDUCTION COMPLIANCE CHECKLIST t�3tufPC?N_EkT3 I SECTION REQUIREMENTS FOR EACH PRACTICE _ 0 tor Windows&Doors :61361 ABC 1.1 i Maximum 3 cfmtsq it window area, 5 rfm/s� l d.,.rL. r- $: 15001 ABC 1 21 1 Caulk.gasket weatherstrip or real beh-men windows/doors a framer,surrounding vtdlrlor&Adjacent Walls ding wall, foundation,&wall sole or sill plate joints beMreen exterior%,vall panels at corners—utility penetrations;between wall panels&top/bottom plates,between walls and floor EXCEPTION Frame walls where a continuous infiltration barrier is installed that extends i from,and is-sealed to the foundation to the Ltop plLbL_ ptoors 606 1 A13C 1 2.2-1 Penetration./open-ings si 18•sealed unless backed by truss or joint membera EXCEPTION Frame floorr,where a continuous infiltration barrier is installed that Is sealed to-the geijmeter,keEetnati.Rns and seams •eflings 16061 ASCi 23 Between walls&ceilings:penetrations of ceiling plane of top floor,around shafts,ohfise5, soffit-'i'chimneys,cabinets sealed to continuous air barrier-gaps in gyp board&top plate, attic access EXCEPTION Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,igRerietrations and seams ReOe"ed Lighting Fixtures 6061 ABC 1 2 4 Type Ir.rated with no penetrations,sealed,or Type 10 or non-IC rated,installed inside a sealed box with 112"clearance from insulation,or Type IC rated with<2,0 cfm from conditioned space,tested - vmql_stqry tfouse_& 606 1 ABC 1 2 5 1 Air barrier on perimetor of floor cavity between floor-, T �dtlilional Infiltration rests 606.1 ABC 1.3 Exhaust fans vented to outdoors,dampers,combustion space heaters comply with NFPA i have combustion air '$A42 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) I SECTION I REQUIREMENTS CHECK Wiilar Heaters 612 1 Comply with efficiency requirements In Table 6-12 Switch or clearly marked circuit breaker(alt:Gtr_cL cucu#_Q!!_(gas)-L uLst_be provided Fxternal or built-n_ e�attrapjre.q ur#— 11.5'Wirriming Poole&Spas i 612 1 Spas&heated pools must have covers(except eclar heated) Nor-commercial pooh. must have a pump timer Gas spa&pool heaters must have a minimum thermal efficiency of 78% GMwer heads X612 1 Water flow must be restricted to no more than 2 5 galioriar jninute at 80 PSIG Air oistribullon Systems 6101 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed insulated,and installed in a000rdince with the criteria of Section 61n oucts in unconditioned attics R-6 min insulation, C Controls-.... 1 ! Separate readily accessible manual or automatic thermostat for each sy stem frislAation 1,am?1 Cellings-Min R-19 Common walls-Fromm R I I or CBS R-3 both sides. Common ceilinq&floors R-11 05/12/2000 09.27 3052628211 PAGE 09 Y ENERGY PEiv "ORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCOIRE* =85.3 The higher the score,the more efficient the home. WESTWAY LTD, PARKSIDE VILLAGE LOT 12, SOUTH MIAMI, FL, I ''Now eoristriwuon or L10101119 tie.. t 2 Cooling sN stem" ? - .ii3iglo family or multi fitmtl•z Sutglr fumily a, Central Urtet Cap 4'.0 kAru'hi i. '_r:141lt3ci oftinits,i1 multi-fumih' 1 _ SEER 1240 4' Member of Bedrooms ` 5 _ h Central Unit Cap 42 0 L13tu/hr _ 'As this a tv rst case' Ves SL'I-R- 12,10 ,Conditioned O(xx arcu Rn 3474 it' c N-A rslatis alea 8t type -- - o C„Icar-Single pant 0 0 tt _ 13 Hcsttng .ysierns n.'t:Iear-double pane i)0 ft= _ a hlectn, Strip Crap 34 0 I.Htu1hr - r` i utt'oilter SC'SHGC-singie pane Rib 0 ti= _ COP. 1.011 ` - hi Wother tiCSf-i(it_-doul,lc pane 0 0 ft' b El"Inc Mrip (-rip 34 0 L-4tiilhi Hoor types COP 16u u.;Slab-011-Grads Edge Inyulution R ft-0 0.242 0(p) - c WA !A - o-. NA 14 Hot miler s%sicins Wall types _ a I P Gas Cup >i�4 gnilonv i:. Concrete,het In"ul, Lxretiot R='4 2,3278 0 if _ f 1-,0.56 iy,'toncnKe.Int Insul,Adiacent R•-4 2 1 ii)n fl' 13 N;A ` WA - ,t NiA c C onsereari n credits v:'WA (IIR-Heatrelf)ecr,•Solal (:etlmg t"PCs _ TAIP-1ledicated heat pump) et Linder Attic R-30 0, 1091)ci ft= 15. lfVAC crccltt;. ` �' N'/� tCF-Ceiling tun CV-1,roy"stnftlntton, c N/A IIF-lbholchOlt4efan- 1,?, C)uctK I'T-i3rogratninabie"rlternlostat- rx,'Sup.lJitt Ret•C.n All Inrct i it Slip R-60 32 0 ft RB-1ttw radiant bamei. h„Sup Unc Rut•Con. All fnicnor Sup f:°li 0,32 0 it W-C:-Multuone c(:'Minp+ M/-II-MuIU!rnu hc.3lin`j I e,"ruh,that this home has complied Nvitb the Flonda Energy EfficiencN•Code For Building Coa'structlon through the above energy saving features which will be installed(or e%ceeded) �eti�sx in!his home before final mspectton. Otbcnvise. a new EPL Display Card will be completed bastkd on installed Code compliant features e , Wider Signature. _— ._ Date AMr'css of Nets,Home — City/FL.Zip _— WS The home's t sAnr«trd eiiergt-perf)rntanrr.scare is on/v available through the t-I,A,RES<,o iynuar program is not n Ruileftrty Energy-Raring IJ your.score is 80 or greater(Ur'86 fur a t,S'LF.4'I)OF.'IsnergvStrllN desagtratlrut). yt iR•hnnie ntav guah fv tar energy efficiency utogszoge (F F-1f)incentives if you obtain a Florida Enerlzs,Gauge Rating -('ontact the bxergv (tctute llutline at 407'638-1492 or see the F-nerm,Ciatr),e iveh Site at ii-wiv.fsec ur•f cciiuJor tnJiit»taftoii and a list of certified Raters For iglbrniatton about Florida's E•nergv Eff cienct:Code 14or Bviltling Conviructimi. 'rpntarl file De1writiteut of C3irrmunav:lffatrs of 830487-1-ri:-! 05/12/2000 09: 27 3052628211 PAGE 10 Summary Energy Code Results Residential Whole Building Performance Method A 'Ait-STWAY LTD Protect Title, — Class 3 Rating 0AAKSIDE VILLAGE LOT 12 MODEL A PARKSIDE VILLAGE LOT 12 Registration No. 0 SOUTH MIAMI; FL , Climate: South 05/12/2000 Building Loads . 9 ^Base As-Built Summer: 1 .0445E5 poi t.Cummer: 96523 points Winter: 2882 points Winter: 7021 points Hot Water: 10428 points Hot Water: 10428 points Total: 117762 point4 Total: 113972 points Energy Use Base As-Built Cooling: 37185 points Cooling: 25649 points Heating: 3141 points Heating: 7039 points Hot Water: 11850 points Hot Water: 9028 points Total: 52176 points___l Total: 49715 points PASS e-Ratio: 0.80 05/12/2000 09:27 3052628211 PAGE 11 !4F.STDENTI7�J, HEAT r-PIN" HEAT LOSS CALCUL TT, ,nL I 1J SE-JEN-114 EDITION (C-) -10F6 bv A.C.C..m. " MANTj'1-,L J - --------^------— --- -------------------^-•---------------- - -- moui, t,. ?AF KS IL DE 'Vl L T -E Ps LOT 'v7'T,L-T),GE LOT 1-2 "SOUTI-1 T41A-MT 14300, sW 73 Av7ri sT.107A .MULL IMIAMI, FL. 33155 Wf-.9T,,,AY ,,TL) THE vl1cH-kpD-Bplljl;v0(-.T co 9 5-262-8211 ------------------------------------------------------------------------------ --------- 3 4 ond t�loor Area z- 4 I-, lTot-a" Gla�-,A, 8=` s Co!icl3ricnned Flocr Area tc. Total C) a-ss -z� a Ratic, ------------------------------------------------- ------- ---- ------------------------ ----- I UFA Climatic CordLt inns & - - , -C nca t - or,s * --------- -------- -------------- --- - - 'North J .ir.it zc3e / E:1 e%ta t 3 on 25" 9Fz. •nove Sea Level Ourcic,or !t,'-int-f=r Dry Bu lb 46' Indoor V3Lnter -J-'Ty B u I r) W1 n t r-r all:L 7)i f F. (wTd) 1 22 Outdoor Sumner Dry Bu I b ! p'), OuL--Iooi -nc 770 rummer r VTe t Rulb 'Outdoor 5 11 mm r Hum. ratio Gr/Lb 1 49 Indoor �,urtune f Hum. 5 11) indoor ' imnef DeS1.9n (;j- -56 Indo-,- --'urrve r -rry B,;)^ f.30 Summec Di t f 6* 'a--, Fange 150 (L�w :)eviaLion) - --------------------------------------------------------------------------------- -------- -- 2.F.-lqB COOLINC, SUMMARY -------------------------------- ------ ----------------- ----------------------------- 97959.5 STF JCTUPE SENSIBTZ = 4 7100.4 I-z CU P A 11*1 If 3 + + 12 0 0 471)r.1) 4898.n 1 -11JCT GAIN + 4790. 0 102'3 -CTAL SEljfTBL--;' 14"rl4*(Tt-'AL VENT.- 5") C-tM J.210.0 I lllE'-Y-zQ,,TlCAL VENT.- 50 G F.llf 1 7 E:1,7:-1. F?7 11,1 .mTM!l,AfM FQUIPME147 LOSS = 1 4 G6,7. 55 1 MIFIINUM E0jfPVElq-1 SENSIBLE = 535 70.4 --1-.---------I-------- - --------------------------- ---------------------I----------- A"1) CW` ,RSTZE: LOSS 20813- 5) 1 CjWERSIZE =, •!JTSIBLF �-KAI'HT LOSS -! OZ067. r ! EQUIPMENT, SEITSIELE 53570.4 MAXTIMtTM EQUILIMENT LC)Sq 12488i. o I HA.XIMUM, r�QITUP •ENT 5FNTSIBLE = 64294.5 -- ------------------------------- - ----------- --------- 1 TOTAL LFVCI�NTT = 48388.e ---�UTPMF-lJT SEN-S151,F + 53570.4 E:(,)T, • LPTL'N-T = 10L959.2 -------------------- ----------------------------- -------------------------------------------- A,!R FLOW --A..TCPL -- - --- ------------------ ----------------------------------------------------- -- ------------- NEP-14c' (BTT; F,',',,, 0 1 '.C--)L FACT0,R -NC, F,'=CP (EATUH/C--,--j,'.f N F.A,r I'rl 11", C FM = 5703.4 ; 3. 0 ----------------------- SELECTION C-,b U --- ------------------------ ------------------------------------------------ --------------------- SFNFl:LF CLG BTLM) 3,ATENT CLr., (BTUH) F.riI I mor. TOTAL CT I -LINPUT (BTUH) 1 '71, I.J,Fp.jljrjr� OUTPUT-1— (BTUTU, U CFM k 8TJH 1 I ClJ':JL-'NG I TY PE 05/12/2000 09: 27 3052620211 PAGE 12 l.Q l PrOCedare A Winter I:.faltrat-vn HTM I -_ - ------------.------------------------------------------------------------------------- I s*,1.:;=:er 7nfiltXa�ion (%rig Envelope Evaluar on #2 ;Good/7,,verege} I I Air ChangFS per hour x 138960 Cubic ft, x . 0167 = 23 0. G C'IrM gtiit er Infiltration ? tuh :t x 2320. 6 CFI✓_ z, 22 Degrees :Punter 'l'il = `;615 9. 3 I�TL1ti i i W,,titcr In`.i.ltratl_>n HT:s -e58 scf. Ft cf tcta Gla=s & Door area= = oS.S HTM ' I -J----..-,.- ---•-_ —. - PrGC_.Tdare B Summer tnFiltrati?n H^M —� _-.-- --E _ .._- --------------------------------------------------------- -------------------•------------ I Infilrr.�t.i--n C-FM Envelope Ev�luat,on #� Good/Ave one? I . `' Ait pe° hour x 133960 Cub:c rt. X . 0_6? = 1160. 3 ;;Fbt I 'iij mme r inftLtration^ ru;: 1160.;3 ^,F,1, x. 16 Degrees Sun er TLS _ 2O4? ! . 5 $TITFi k a'lmmer Znfaltrtit1-nn HTM Bt1ah 3`_ "' S x.Ft: of al ].ass & Tv nr. areas = 23, 6 HTM I Procedure C Latent Infiltrz—:ion I -- -._..----------------------------------------------------.--------------------------------- f G8 x 5o gza..r., cii Er�rence @ 5D RH s 1160.3 CFI: - 44a84.8 5TTJH "ICcedure D ?guiprient `_= zing l_. ._ ---------------------------------------------------- ----------_----------- --------_--- 3 °,erisible Sizing Load y ! ,1 :)k-psible Vent_latA�n L--aa 50 VENT CF'I`I x j6 •.)egrets Summp TT.) = cis30.i IiT:III Sensible Load foa S_ruetuze 5261,0, 4 STUH 1 I `:i1'm of Ventl-la`__on r Str,.icture Loads = 50-570.4 BTUH I },.,atinq & TemuP-!:aTure Swing Mu-tiplicr '3.,"'@ 05 y x 1.0 RSM I I Equipmerit Sizing toad - Sensible = -.3 57 0.4 BTUff I I Sizing i,oad ",f,tent Vent=ilaticr. Load ! �:. G8 x 53 VENT :FY, x 565 d.-,f E e r a n,7 e = 1a24. 0 5TUM I I Tmter_na) Loads = 230 Ftuh x 10 people 4- 7300. 0 STUN I lnfilrrjtian Lca.l from FroceL-I4re C 443.8.1 . 2 BTIJH 1 c quipn,ent Si_,nr, L%;sd - L at,-nt- = 48 iq8. fl STUN I i I 05/12/2000 09:27 3052628211 PAGE 13 * Glass/Windows " Clear 1 S.T. = S:_ngJe Tint I S.R. = SincJle Ref_1.cctitre I .C.= Doubly- Clear I P.T. = Double T-int I O.R. = Double Reflective T.C.= Triple Clear I T.T. = Tril.le Tint ! T.F. = Triple Reflective Shading I Ovhy = Overhang I BtTn = Bottom I Hgt = Height ; Sc = Ghddin5 Coc;ffictent " Inside Shading w ICI.S.•= No ahaies 1 D/B = Drapes or Bliudl, I R.S. = Roller Shades rJt-'er + Whtm = Wint.=r Heat Trarsfej I.1ultiplzer I Shtm = Summer 1-lc,at 71ransfer Multiplier infiltration #'s: l . .sub Standard/Poor- 12. .3tard?ra I : . .Better 14 . .E.;ce3_lent: Building Compr•net Heat Less F Gain :ai 'ulat- r. FIert.Shdg Type Shdg ~OvHg� Bot-v Hgh .`c- Area 9)h - Loss/Stub -Shtm Gain/Btuh rt- '5`�idg F,.:L•L S.C:. 13. C.. ?.0 3.0 -r:/a . 69999998Pti7 l� 0 25.4 381.0 27. 8 - 417. 0 td:.'-Sj d Fct;r S.C. 17.S. 1.0 17 . 0 n/a . 699093q,3 80'-, 4E.0 25. 4 1168. 4 27. 8 112-78. 8 15hdq FCt;r S.C. N. S. 7.0 9.�I n/a .699 -,0998807 48. 0 25. 4 1219.2 27.8 1334.4 ,*bdg Fctr S.C,. N. S. 7 . '9 -. 0 r./a 0999='9G�5�7 30.0 �5. 4 76"-0 2i 05/12/2000 09: 27 3052628211 PAGE 14 ----------- 1 n t Inst. 4.2 3218 .0 4 . 0 13112 . 0 2.9 006.2 )T CY. Int Twul Aa3acent 4.2 150.0 4 . 0 600.0 2.9 135. 0 V -it Ole/waoci sxterior 5/a 22. 5 Q. 3 300.6 13. 3 q 15-i] Olin 'one/Wood Extctjor n/a 2C. 0 i2 - 3 246. 0 13. ? 266. -!ent II/a 21. ? 2, '3.0 60. 3 2J .9 Grade 0 20. 0 171a 4307 . 6 ? 30.0 1699.0 0. 7 1389.3 1 .4 2378.(, 1 of 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIII *�f AIAMI-DADE COUNTY, FLORIDA 2000011211503670 �IG�� MIAMI-DADEJ': Issued Date: 12-JAN-2000 ENVIRONMENTAL RESOURCES MANAGEMENT Expiration Date: 11-APR-2000 WATER AND SEWER DIVISION ' 33 S W 2nd AVENUE SUITE 500 MR DONALD GINSBURG MIAMI, FLORIDA 33130-1540 THE RICHARD BRANDON COMPANY (305)372-6500 5703 SW 85 ST MIAMI, FL Fax- Tel- 305 662-1421 RE: Sewer System Treatment and Transmission Capacity Certification Dear MR GINSBURG: The Dade County Department of Environmental Resources Management (DERM) has received your application for approval of a sewer service connection to serve the following project which is more specifically described in the attached project summary. Project Name: PARKSIDE VILLAGE Project Location: 5703 SW 85TH ST MIAMI Proposed Use: THREE SINGLE FAMILY RESIDENCES Previous Flow: 0 GPD Calculated Sewage Flow: 1050 GPD Sewer Utility: MIAMI DADE WATER & SEWER DEPARTMENT Receiving Pump Station: 30-0180 DERM has evaluated your request in accordance with the terms and conditions set forth in Paragraph 16 C of the First Partial Consent Decree (CASE NO. 93-1109 CIV-MORENO) between the United States of America and Metropolitan Dade County. DERM hereby certifies that adequate treatment and transmission capacity, as herein defined, is available for the above described project. Furthermore, be advised that this approval does not constitute Departmental approval for the proposed project . Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Please be aware that this certification is subject to the terms and conditions set forth in the Sewer Service Connection Affidavit filed by the applicant, a copy of which is hereby attached. By copy of this certification we are advising the appropiate building official of our Department's determination. Page. 2 of 2 111111111111111111IIIII II HE 1111111111111111111111111111111111 IN 2000011211503670 Issued Date : 12-JAN-2000 Expiration Date : 11-APR-2000 Sincerely, John W. Renfrow, P.E. Director Department of Environmental Resources Management By. Vic me E. Arrebola, P.E. Chi f, Water & Sewer Division Attachements (2 ) CC : Building Official (w/Attachments) Utility Official (w/Project Summary Attachment) Uat 01-12-2000 Page : 1 Applicant ' s Name : MR DONALD GINSBURG Applicant ' s Address : 5703 SW 85 ST DERM Number: 2000-0112-1150-3670 Project : PARKSIDE VILLAGE 5703 SW 85TH ST Proposed Use : THREE SINGLE FAMILY RESIDENCES Pump Station: 30 -0180 Allocated flows : 1050 (GPD) Projected NAPOT: 4 . 93 (HR) # Folio Lot Block Flow (GPD) --- ---------------- --- ----- -------------- --- ---------------- --- ----- -------------- 1 09-4036-083-0010 1 1 350 2 09-4036-083-0020 2 1 350 3 09-4036-083-0030 1 2 350 % VI\ `� MIAMI-DADE WATER AND SEWER DEPARTMENT PO Box 330316,Miar, , rlorda 33233-0316• 3575 S LeJeune Road•Tel 305-665-7471 •Fax 305-669-7774 SERVE•CONSERVE VERIFICATION FORM EXPIRES ONE YEAR FROM DATE OF FORM ATLAS PAGE- M-19 PSF INV#• INV#: DATE:January 18,2000 NAME OF OWNER: SHAW PROPERTIES(PARKSIDE VILLAGE) PROPERTY ADDRESS: 5711 SW 85 ST;5701 SW 85 ST;5710 SW 85 ST TYPE OF USAGE\NUMBER OF 3 SINGLE FAMILY RESIDENCES UNITS- PROPERTY LEGAL: LOT 1 B 1;LOT 2 B 1;LOT 1 B 2 SHAW PROPERTIES THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT LS ILL AVE A(N) _ INCH WATER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER GREEMENT WITH THE DEPARTMENT, ID# 14507) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVE ENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. SERVE • CONSERVE BY- i7 /o44 4.5 SIGN E OF REPRESENTATIVE AUTHORIZED STAMP NEW BUSINESS C MENTS: ALL FEES DUE WITH SET METER REQUEST PLANS REVIEW COMMENTS: THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT I!109 WILL AVE A(N) _INCH GRAVITY/FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PRO ERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # 14507 SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APP AL ALL SEWAGE FLOWS INTO THE DEPARTMENT=S SYSTEM MUST BE OBTAINED FROM DERM. TH 'TICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE 1050 GALLONS PER DAY. SERVE CONSERVE BY: SIGN RE OF REPRESENTATIVE AUTHORIZED STAMP 8,J3/Ajes-r NEW BUSINESS COMMENTS: DERM LETER DATED JANUARY 12,2000 #2000011211503670 Mme' O PLANS REVIEW COMMENTS- CUSTOMER: DON GINSBURG REP: Queen Booker,New Business Rep PHONE. 305 662-1421 PHONE: 305-669-7701 FAX: 305-669-7699 JOB ARKS/Day VILt �s�, MoD - iiA, r' DE LOS REYES ENGINEERING SHEET NO OF 7184 S.W. 47th St. CALCULATED BY l�flL�- MIAMI, FLORIDA 33155 DATE (305) 665-2778 CHECKED BY DATE SCALE 1 2 4 5 6 7 6 1 2 7 A 5 6 7 6 1 2 J 1 5 6 1 6 2 S fi 1 2 4 5 C I I ,S T 1z1 pA' D6�. GODS/ ' 19 q 4 A.5 CG . ']=;q,� M I PE5j(ti I-opps' FoR bLoG,�S, oT► STK oc�Nr�c-� 6 318 - 95 ' e L C>6,_ WC)G S. P-n !� pt✓S�G N V�wME �o, 1 1z 51. 'VA AfJ Dbo=)14-,�, q A0 Sao.-q�; -D�. . CoDe R-G�v1(�i�-1 5 F'�� f1 ►JC� Y 51- var�� ; . .Psc� ,5,�o.a;. - q't. 5 Phi,c.IF'►c�T�l�N 5 Frof� MAS�a�t S7�Y�c�ry t=��• ' S Kr j Pj c A n a.z !!�- F-o�- ►-.jo,:;r o coN-5W Qc JJ.3r'� OF 5'Tec-ti GON��vG n orJ � 9 T-4 ED III Or-D _ �i�.�rlsEr�(z->;D. `� cor��,�•s✓T� co►�N�c�r�s M�� . <�5�1 Ca " ,v��p CANr�i;GQ'o�.5 M q�►�� ----____._ _- L� ��,�,��:_��,� v Tom- �(1-04R•ei''� F�-YL A�Srl�r'� M�i�`sM'1C. F.��Ir��► e 2 rr' Plc- C-�C-: `5�"N'� o\/fi?- ST Ec�- P%z- 5 CC 1►-'�/ MQC/t�, t�C�{ �O p6r 3 S Pub 2 TI �l- F� 13 PIT2 6 CJ 7 5„ 5 �3 pv 6 . . Gr';i PsM1 L. \j 6" Hi� 1�e �.,iri{r1li•�•"ryk:'�-'titi�.+�T �H�,.rt�.�,�^E;��dt" e I••�. �/`•1 V � :1t��t"I�r, rp�k3�4wryv��1A' ?�fi '�*fe�;�,1 �.��, 6 �' C PRODUCT 207 VI JOB PA1` l�- �� VII��L�� IM•�DFL ''/^ r DE LOS REYES ENGINEERING SHEET NO Z OF 7344 S.W. 48th St. Suite #104 CALCULATED BY Lc�D�� J21,a MIAMI, FLORIDA 33155 DATE (305) 665-2778 } CHECKED BY DATE SCALE 1� Pad 2,5W POT TafAA. 30 w,t-o f I g ti 56 O. °�.�-� �I �� 1 w1~y 31. �} Piss' P) -(c,c. oJ� 0.10 0.lc ( so. -ZS� S p' �Q2 31 4r- I . Iq - o -tic _ 4S 'i- P e pip N >--) v PL I TR-V6'�Sc�� — 84. 8 } i o - `7 4 .8 VW 45] NG w ,�o QPLi (Rv6,Gj o v C-P- b vt.t CIS,:�i` 'cc�s� g 7"b� qt T.F�, invv , a �, a JOB Y F�1"IL<i I \- V LLYSV4� +�-l� lI A\ c DE LOS REYES ENGINEERING SHEET NO 3 OF 7344 S.W. 48th St. Suite #104 CALCULATED BY p MIAMI, FLORIDA 33155 DATE (�i/2- -2/,1) (305) 665-2778 CHECKED BY DATE SCALE Pro NE'�- - 4q .4 -+ G a,V�"� _---- P0 =31 -�L PoH � � i. 4�-2 .0� x-�O1•�3 P.3� NAT wl V-JD W PL 1 P7 I" L 2 yyr,^ -R" 4a �?f5 ' X2'1 °sr JOB PAS-) C�g V 1 ukll $5 h0•pC�. ��A. DE LOS REYES ENGINEERING SHEET NO OF 7344 S.W. 48th St. Suite #104 CALCULATED BY r, �� DATE 'MIAMI, FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE 26 - � x�� P -z- g16s Olt) W s t - 4�I• ( i.-�s� 1.r av) -�- L �-� b�A- 1 7 (. S"'/Fr 45 'L ►� �'t , 4ti I r- b �ti � IG(i s s)'t"� o •gS63 fa i3 fo • i� 1.39 s M� Q•S.-'' 91 14. 3413�� II , 9ti _ 456 lQ o°1 o.46 x-003 3 bd 3 =-r-7-f 4�` vc ` v� o� -2 I.o$6) Tk`+.t�'�'��ix�'S,ui:' 124 a Nt l _ ? 'a .t� `^•r' �t t mss 1.7 5 � JOB DE LOS REYES ENGINEERING SHEET NO c- OF 7344 S.W. 48th St. Suite #104 CALCULATED BY DATE MIAMI, FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE Cl A 61 � � JOB 1' pM` ✓/�l/�G E� DE LOS REYES ENGINEERING SHEET NO L OF 7344 S.W. 48th St. Suite #104 CALCULATED BY �V\ DATE MIAMI, FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE War••-Lf., `�( 2 Il J I 's') -�'- I S 4-'(. V�zti (s)(1,0 /coo 3 61,') vkd z 1 S ' 1, ly" I may' j< w ' s ry gat,-o�t�d 1•) �S� I S 8� Ajo q ti 1 0 w�Z�-�tC6� (I s�)r ►s�)� Z.g�� ogb) t � �q� I .�i 002 .q K I ?k 1 �' '�' I S•c-y S`e� Scar 1� o o p000 73.3 _ 4.() 1�g) 2.�5 7•oP 6j) V . .1 ti X3 .9 f` _ rt yyi..a.r 1 d' - w�zl .•g- C��(a-�)(•ISo) •I•- li.l�<•m�7 +� •) In•!7�l.a�)= �. 6 IiJ`Fr� p�� 1.` 1�� `'• y". r, r El:#14=(FF. v5 oP3� 2" roe P y/L,UA G� �—o DE LOS REYES ENGINEERING SHEET NO of > 7184 S.W. 47th St. CALCULATED BY I - DATE -5 MIAMI, FLORIDA 33155 h t (305) 665-2778 CHECKED BY DATE SCALE 1 2 3 6 6 7 fi 1 2 J 1 5 6 1 8 2 U ^ ' + II . 2 b7/�. �a �.�u� -}- i. s7 .o + I.7(�-6jt �•� Z o � 'YRr 6 'L —FT D 5 it> 6 .a I •- r 5 2 a A- 4 S w WT ay 0. 6 Jt{p'i' h 41 0 ��` (4. V S� C PRODUCT 207 V/ t-�r, Lo,r /`G," JOB ` F DE LOS REYES ENGINEERING SHEET NO OF 7184 S.W. 47th St. .� MIAMI, FLORIDA 33155 CALCULATED BY (c�D — DATE (305) 665-2778 CHECKED BY DATE SCALE � 3 - (,so �p 1 V) Doti C PRODUCT 207 JOB P '1<d� p�y V, DE LOS REYES ENGINEERING SHEET NO � OF Q ] 7344 S.W. 48th St. Suite #104 CALCULATED BY DATE MIAMI, FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE `� p VA 1 J s►�c, �,�,p,.o�,6- �► �a�� Pic VV A L L,, S y PPS`11 a C-II- -(-7 (1) Iis j 4-- I i n(3+z !W L z(IL• 1)� ��= 36.E P� M .4,.)(73) fi z.17( sb) (L1 G N -f S I VW Dom. F-T 7,, Wp = 9 33(!x) � . .� (i) I►5�� >>(6�� .��> >s� isb) + 7S) -1-- 4 y ` 4 i ,''" C, ," t'v JOB I� W ' 1 , V J �-+c,'�� I-/ ",-A-L � DE LOS REYES ENGINEERING SHEET NO �' OF 7344 S.W. 48th St. Suite #104 CALCULATED BY �It7l (�' DATE 2�LO7�7 MIAMI, FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE a 3 - - VVPL , , . AT I NT H f oV- S f4-) + 6 -3 �� I PLf )oao t,5� 'Ly `' �► h12 ►bE£P rs) 3 ;#-•S eo-r-r. J) 4 At PVA 4 cot, fG Q, FAQ MILD C.�L -o L 7 l ar 3 48 3 �T�► �T C�(L r� yJ (Dir F0,01 'f TIE) PD L s �Z)�� . a�)(�) -f (z) ( g.�,)( 6-:1) t w-)(1 �JI�s�Jl3.sg) � \ � >�r�¢)(7S + 40) + (Z)t1.�1�(8� �� +- �Q.00 � �1.�(`► �(� i"'�°) 'tL�Rti Nw�s-345',5�' �J (9 �3�.4)�(1.)l►oq..)(_». g•) A f �- 17f )� 7;+,�`'�"IS.hq;v.- ,��. �r `r n, fP wr z41q r �.IS�c4 - s �� ( e► Lem /rs t)CAa w jj�)WT R. CrtiJ T16 CnU ° Po z �4)`,a.4��(40)+ (2xq.3� (4a) ,��(L.�i�)(�sc�(3.58)k8,�'��(�'°� •v�ll.o$)(%N)'I r�,)1 iFr"�; ;�Jf�. 7" � B9T`f• �3;� S 1 hh+ `•4Y y,�.� ilf1p y,�rl ry Via. �1 � 3+'�/�lgtB kY�f�e'��e _4�ii•r k�L t�Y1riH •1 _ _ ---- , JOB - DE _- - REYES ENGINEERING— 73443.Wi48thSt. Suite #104 CALCULATED BY HD o^r- [W|AML FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE 2 4 IS clIrl �t-jl 614 - ' ' ' ' ' ' ' ' - ~ ' | | / �-�� Tr } ``/ \ � *pgT ` . DO INTRASOFT :'MONOFOOT - Monolithic Slab Footing Design Version 2.0 - C5.1 - 04/14/94 Copyright (C) 1986-1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394-4257 User #940171 DE LOS REYES ENGINEERING INC MIAMI FL 33155 Input data filename: pval DATE: 9-29-1998 TIME: 0:42:58 JOB: PARSIDE VILLAGE. WALL FTG. SUPPORTING TRUSSES OVER GARAGE. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPERTIES* BMIN 16.00 inches WD 1005.0 plf QA 3000.0 psf BMAX 16.00 WL 365.0 plf FC 2.5 ksi WID 8.00 UD .0 psf FY 60.0 ksi D 16.00 " T 4.00 " *BAR SIZES* B2 12.00 " LBAR # 5 TBAR # 4 DP 1 .00 inches B3MAX .00 " SPAMIN 4.00 inches SPAMAX 18.00 inches Note: Transverse reinforcing - Use mesh as required by local code *RESULTS* B 16 inches PTOT 1746 plf BARS AND SPACING B2 12 QEXT 2418 psf 3 # 5 #0 @ 0 B3 0 QINT 200 psf End of MONOFOOT � \ Elapsed Time: 0 min 0 sec 1A w TF 4. e i INTRASOFT : MONOFOOT - Monolithic Slab Footing Design Version 2.0 - C5.1 - 04/14/94 Copyright (C) 1986-1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394-4257 User #940171 DE LOS REYES ENGINEERING INC MIAMI FL 33155 Input data filename: pva2 DATE: 9-29-1998 TIME: 0:44: 5 JOB: PARKSIDE VILLAGE. WALL FTC. AT FRONT ENTRY WALL. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPERTIES* BMIN 20.00 inches WD 2351 .0 plf QA 3000.0 psf BMAX 24.00 WL 927.0 plf FC 2.5 ksi WID 8.00 UD 0 psf FY 60 0 ksl D 12.00 " T 4.00 " *BAR SIZES* B2 8.00 " LBAR # 5 TBAR # 4 DP 1 00 inches B3MAX240.00 SPAMIN 4.00 inches SPAMAX 18.00 inches *RESULTS* B 20 inches PTOT •3866 plf BARS AND SPACING B2 8 QEXT 2971 psf 2 # 5 #4 @ 18 B3 71 QINT 1667 psf N End of MONOFOOT C '� n Elapsed Time: 0 min 0 sec l K71 � y,yy YY3''w INTRASOFT : MONOFOOT - Monolithic Slab Footing Design Version 2.0 - C5.1 - 04/14/94 Copyright (C) 1986-1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394-4257 User #940171 DE LOS REYES ENGINEERING INC MIAMI FL 33155 Input data filename: pva3 DATE: 9-29-1998 TIME: 0:44:50 Q Il1w JOB: PARKSIDE VILLAGE. F%rPT SIDE WALL FTG. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPERTIES* BMIN 20.00 inches WD 1643.0 plf QA 3000.0 psf BMAX 20.00 WL 375.0 plf FC 2.5 ksi WID 8.00 UD .0 psf FY 60.0 ksi D 16.00 " T 4.00 *BAR SIZES* B2 12.00 LBAR # 5 TBAR # 4 DP 1 .00 inches B3MAX260.00 " SPAMIN 4.00 inches SPAMAX 18.00 inches *RESULTS* B 20 inches PTOT 2530 plf BARS AND SPACING B2 12 QEXT 2976 psf 3 # 5 #4 @ 18 B3 18 QINT 60 psf � SN End of MONOFOOT v Elapsed Time: 0 min 0 sec ng ' �- fit.�� ,� ,�k�'«�,fi,�•,}' + y( _ zj• aty 1• {4 - as � •, 13 INTRASOFT MONOFOOT - Monolithic Slab Footing Design Version 2.0 - C5.1 - 04/14/94 _ Copyright (C) 1986-1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394-4257 User #940171 DE LOS REYES ENGINEERING INC MIAMI FL 33155 Input data filename: pva4 DATE: 9-29-1998 TIME: 0:45:46 JOB: PARKSIDE VILLAGE. COL. FTG. @ GARAGE MID COL. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPERTIES* BMIN 36.00 inches WD 2355.0 plf QA 3000.0 psf BMAX 36.00 WL 1116.0 plf FC 2.5 ksi WID 8.00 UD .0 psf FY 60.0 ksi D 16.00 " T 4.00 *BAR SIZES* B2 12.00 LBAR # 5 TBAR # 4 DP 1 .00 inches B3MAX240.00 " SPAMIN 4.00 inches SPAMAX 12.00 inches *RESULTS* B 36 inches PTOT 4459 plf BARS AND SPACING B2 12 " QEXT 2955 psf 4 # 5 #4 @ 12 B3 73 QINT 17 psf End of MONOFOOT Elapsed Time: 0 min 0 sec 11 „ta CF L r vz l' w } k s., INTRASOFT MONOFOOT - Monolithic Slab Footing Design (04 Version 2.0 - C5.1 - 04/14/94 Copyright (C) 1986-1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394-4257 User #940171 DE LOS REYES ENGINEERING INC MIAMI FL 33155 Input data filename: pva5 DATE: 9-29-1998 TIME: 0:54:34 Lklfr JOB: PARKSIDE VILLAGE. F4&@ 'P SIDE WALL FTG. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPERTIES* BMIN 20.00 inches WD 2083.0 plf QA 3000.0 psf BMAX 20.00 WL 570.0 plf FC 2.5 ksi WID 8.00 UD .0 psf FY 60.0 ksi D 16.00 " T 4.00 *BAR SIZES* B2 12.00 " LBAR # 5 TBAR # 4 DP 1 .00 inches B3MAX260.00 SPAMIN 4.00 inches SPAMAX 18.00 inches *RESULTS* B 20 inches PTOT 3281 plf BARS AND SPACING B2 12 QEXT 2974 psf 3 # 5 #4 @ 18 B3 47 QINT 962 psf End of MONOFOOT 'A Elapsed Time: 0 min 0 sec X (D T AT Joe Q�1/MG S ICS V I�GriE f'1�D�t.�A DE LOS REYES ENGINEERING SHEET NO 11 S of 7344 S.W. 48th St. Suite #104 CALCULATED BY -n DATE12- //-7J 5i MIAMI, FLORIDA 33155 I (305) 665-2778 CHECKED BY DATE SCALE GQ C ►�A54 N•" W Pst l 1 Q�61 ►�- 2 ,,.p �L�r w+�rrU•S W - 11.1 ( 3°) b6-0) � 8.�� X13 If-L+ ti Se 4$" ; , , - 40 -fn lr, 15 0o en Par +"✓1 N c o-� 0 rYa-p�� N1 p-= g 7 51, 1 DID 0 S,---- S 4g- T1 O/CXLL j i s (i .3.3) I �)1 g v''� r} `-7 I )(�,r°' C`•�a) fc�_'6 h...i (�� 9 �6 Z b° t pay Fb 5 7 •3 r- I - }-��,,, s 49( �.�).�- �'3�- I °� �-�a Z 3 s, �ti 8 ••�t��=��-'� 3�.`.`j� �..��;j{�,rx'f�R^1 z�� r n JOB Y Sl D� �1 t t�Lis►.� Mop�l `gyp,y DE LOS REYES ENGINEERING SHEET No - �D of 7344 S.W. 48th St. Suite #104 CALCULATED By �+� DATE P/-0/4D MIAMI, FLORIDA 33155 n (305) 665-2778 CHECKED BY DATE SCALE �' = 1 h Q -}-Ch pj` — g h z C1�� hj•94)�o 017 -P C13 �j�{(o.0175 — I�.y�(o.o175� f�ql j663 J U Sr. 8-x/$ 00a C. vE[ZTI LAI 8^06- q o Se �o�s P�rT F7f-- ��a 4"t� 3 9 4 1 tJ q�(o.00a0 o . 1 857 o. 9o48 M _(6s)( �)18>>-,. q 04t l .gas>> a ► — ti 1,.�^x„ toms'.+ • t�i i pfta 1 14;f Il l, g+ n ^a A r _ JOB � � �7 ✓a$ y� , r-t�oh A DE LOS REYES ENGINEERING SHEET NO (�1^ OF 9 7344 S.W. 48th St. Suite #104 CALCULATED BY N DATE MIAMI, FLORIDA 33155 Q (305) 665-2778 CHECKED BY DATE O D� SCALE VQ R fGN7 wnr^- T YP. 0`5-I N P• �L•I� I �) + �a ( �� 1k ` � L M ,�r 667 78� o�s gLfl 6 IN- -0Is 634 11R 2 87sti I -mss c, x!•111 • lr 711 �� C f.o, I j.17) 07��I �'°) �6.17, 2 49 P° t&ts 1 � h2 � .b�S/z4J� 1�� INv � � �q �°•g Z� Psi (4� 10 fib•. b��-'�� = �4a �� s o.o ray B i�—'av nl0L� . �•94,�0o1otill�_ (139q�(ooioti) U �4a vb0 6 �_ 3 r 7T JOB Y��c QY�� V 11.E ti-t, ►'I��DCc.t. tiAh DE LOS REYES ENGINEERING SHEET NO I $ OF 7344 S.W. 48th St. Suite #104 CALCULATED BY DATE MIAMI, FLORIDA 33155 / J (305) 665-2778 CHECKED BY DATE SCALE ' � - - _ rte• �O '�'S, 2 'b � v�y Dsi. �kr-s�� Qs1- F(�v.-•S�' W�Ar��./ e �> > �� 1 z 5' 1 � ��' �� •f i--6;> ��•. 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JOB Y' 1'�IC S l V 11�1.Ds(a� �Ci(i i py h DE LOS REYES ENGINEERING SHEET NO 2�- OF 7184 S.W. 47th St. MIAMI, FLORIDA 33155 CALCULATED BY � ' DATE_ (305) 665-2778 CHECKED BY DATE SCALE 1 0 l 4 5 6 7 0 1 2 1 5 6 7 E 2 4 s b 7 8 1 2 4 6 ) A T 2 ) 4 5 - 1 b S - - /75- z 47 ql Lg,5- h �I1� M •— 1 h T 2 J x7 (o" 6 u 4 �l 1 z ��c.0n• ° w�.o�o �TrPf� h z �- I- 8 �c4 ,�c 4/�k I Z.N b T=G2 -q IS 9� l-i�5 Ih •IDC-� STif ^ f�-15 — Z 79 1 6 - w 51dr ' F" 8o vv -z- 2�96 LIb�6 Ir'ti^ 9 n I��ti 1 ��f'1 h(Lgfl k3�rJaD " W kr-c)T l -•rko_e 4. St nsc = 12 D. l'tr(."7 s) 2 q " q!1 pno'j 19CrP Ei? b ,r°91' (I T�r�P��-,r�-,,,� �• S� 3%4-" �D+`�A co sIo 5 fib`' C'wp� 17, 4 19 ' Z 5 -t q va p a st �a F y z 0 4-)a► t:0.r S� 4 no'•S)z( yo'��1+G 6 .�?s q a pn 0.16 6r1 • a 1 sS.'+r r't•S'1�«n1`�,y F,•'�"""A�b�'1 R9 Ct„�C�• � O `- �Ss• �S� � I r'-L�r r 1•�i�:,•�,r��';N•��,��`4t.;r,,•� FLI C PRODUCT 207 JOB P'�i1"�-51 o�y V l l�l-��n� r NJ pDeli r/A x DE LOS REYES ENGINEERING SHEET NO 2� OF _ 7184 S.W. 47th St. MIAMI, FLORIDA 33155 CALCULATED BY- DATE- (305) 665-2778 CHECKED BY DATE SCALE 1 2 ] 4 5 B 7 8 1 1 j/t_ 3 4 J,'}1-5^�,6 7 B 1 2[J 4 5 6 7 8 t 2 J 4 5 6 7 B 1 2 ] 5 6 7 tl 1 a 5 B 1 ] 4 5 b 7 B 1 2 ] rr 5 h ' . . ,o�as ��-��'t z .�, .'7o�)x 6 ( " > YeA � ; . . " �?�7-��-'�) � �- 856 k- �, • M L 5X ax I/4 'x 4" WTI fiy z v I s s �.ad' 5 I a t� w ck -re�a5 - __ - � • ��-'2 6—°—��-�� IS I� '-'� 'mil s'/$° �e� � T • S yv I o IcY R PstT1�:.� ,T D12fp►af z » z W 1 r.� -Foj- P_�'61 d-1.JC yy 5-T4Z-4t--J Z-7 4 �•�pt �a,�t-5 o <p b Al ti ti Hsu,z, urP '�y 1?=� "?S7S�,}••((5 F�) -� 2 0 �.7 L_ _ - - • "�ibS)•wei.'�,-aF C r��'• s` ,,�.t f'a4-`, (J�C,. tl I 'Srt��iINA:��yc'�?;p _�41''nh '`5�{'2�C•�•�.ea.��'_.='J,RY��•� � W 5 , ��f;Yy°F..rte". ,•n.. 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Iln_' C PRODUCT 207 • F FLEXURE 2.1-Coefficients for design of rectangular beams with tension L reinforcement only, P = 3000 psi E Reference: ACI 318-89 Sections 9.3 2, 10.2, and 10.3.1-10 3.3 and ACI 318R-89 Section 10 3 1 X U M. I--e`I c/d= 1.18 R (�M" = K"F, ft-kips E where K y C c` a/d= R (c/d) N A d — 1�d Ri = 0 85 2.1 f As w — pf ' � = 090, T J" = 1 — (a/2d) � and F = bd2/12,000 (from FLEX- = 1 — 0 59w URE 6) ' Also 4�M" = A,da"(A,in sq in ) where a = (�jyj"/12,000 3000 j=40,000 j =50,000 j =60,000 w K" p• ° P• °" P• °" c/d a/d J. 0 020 53 00015 2 96 00012 3 71 00010 4 45 0 028 0 024 0 988 0 030 80 00023 2 95 00018 3 68 00015 4 42 0 042 0 035 0 982 0 040 105 00030 2 93 0 0024 3 66 00020 4 39 0 056 0 047 0 976 0 050 131 00038 2 91 00030 3 64 00025 4 37 0 069 0 059 0 971 0 060 156 00045 2 89 00036 3 62 00030 4 34 0 083 0 071 0 965 0 070 181 00053 2 88 00042 3 60 00035 4 31 0 097 0 083 0 959 0 080 206 00060 2 86 00048 3 57 00040 4 29 0 1 1 1 0 094 0 953 0 090 230 00068 2 84 00054 3 55 00045 4 26 0 125 0 106 0 947 0 100 254 00075 2 82 00060 3 53 00050 4 23 0 139 0 118 0 941 0 110 278 00083 2 81 00066 3 51 00055 4 21 0 153 . 0 130 0 935 0 120 301 00090 2 79 00072 3 48 00060 4 18 0 167 0 142 0 929 0 130 324 00098 2 77 00078 3 46 00065 4 15 0 180 0 153 0 923 0 140 347 0 0105 2 75 00084 3 44 0 0070 4 13 0 194 0 165 0 917 0 150 369 0 01 13 2 73 0 0090 3 42 00075 4 10 0 208 0 177 0 912 0 160 391 00120 2 72 00096 3 40 00080 4 08 0 222 0 189 0 906 0 170 413 00128 2 70 00102 3 37 00085 4 05 0 236 0 201 0 900 0 180 434 00135 2 68 00108 3 35 00090 4 02 0 250 0 212 0 894 0 190 455 00143 2 66 0 0114 3 33 0 0095 4 00 0 264 0 224 0 888 0 200 476 00150 2 65 0 0120 3 31 00100 3 97 0 278 0 236 0 882 0 210 497 00158 2 63 0 0126 3 29 00105 3 94 0 292 0 248 0 876 0 220 517 0 0165 2 61 00132 3 26 00110 3 92 0 305 0 260 0 870 0 230 537 00173 2 59 0 0138 3 24 00115 3 89 0 319 0 271 0 864 0 240 556 00180 2 58 00144 3 22 00120 3 86 0 333 0 283 0 858 0 250 575 00188 2 56 00150 3 20 00125 3 84 0 347 0 295 0 853 0 260 594 00195 2 54 00156 3 17 00130 3 81 0 361 0 307 0 847 0.270 613 00203 2 52 00162 3 15 00135 3 78 0 375 0 319 0 841 0 280 631 00210 2 50 00168 3 13 00140 3 76 0 389 0 330 0 835 0 290 649 00218 2 49 00174 3 11 00145 3 73 0 403 0 342 0 829 0.300 667 0.0225 2 47 0 0180 3 09 00150 3 70 0 416 0 354 0 823 0 310 684 00233 2 45 00186 3 06 00155 3 68 0 430 0 366 0 817 0 320 701 00240 2 43 0 0192 3 04 00160 3 65 0 444 0 378 0 811 0 330 718 00248 2 42 00198 3 02 0 458 0 389 0 805 0 340 734 00255 2 40 00204 3 00 0 472 0 401 0 799 0 350 750 00263 2 38 0 486 0 413 0 794 0 360 766 00270 2 36 0 370 781 00278 2 35 0 500 0 425 0 788 0 514 0 437 0 782 G..„ 00278 00206 00160 *Values of p above light rule are less than p,",", pm," = 20011 as provided in Section 10 5 1 of ACI 318-89 For use of this Design Aid, see Flexure Examples 1-5, 8, 9, 11-13, and 15-17 160 Table 8.2A Bolt Design Values W for Single Shear (two member) Connectionsl,z for sawn lumber with both members of identical species Thickness G=0.67 G=0 55 G=0 50 G=0 49 G=0 46 Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir Larch (N) Douglas-Fir (S) c A ,r o Southern Pine Hem-Fir(N) g E m tm % D ZII Z.1 Z., Z1 ZII Z,1 Z, Z1 ZII Z.J. Z.1 Zl ZII Z, Zm1 Z1 ZII Z:1 Zm1 Z1 in in, in lbs lbs lbs. lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs. lbs lbs. lbs Ibs lbs lbs lbs 1/2 650 420 420 330 530 330 330 250 480 300 300 220 470 290 290 210 440 270 270 190 5/8 -',�810_,�X500 .,500 370. 660--. 400 400 -'280' 600 .360 ,x°360 '240;; 590; '`;350` 240 560- 320 320 220 1-1/2 1-1/2 3/4 970 580 580 410 800 460 460 310 720 420 420 270 710 400 400 260 670 380 380 240 936,"1 520 ,520'",330" 850 47dr;,;.;470 ,,490 "_830-"';`4$0 4�60��^x`,280, 780,• „420 420 250 1 1290 740 740. 470 1060 580 580 350 970 530 530 310 456 510 510 300 890 480 480 280 1/2 770 480 540 440 660 400 420 350 610 370 370 310 610 360 360 300 580 340 330 270 5/8 -1070x660," '`630,•,;-520 -•930. 560 -=490 ;.`390, , 850-'-520x=;430,.;340„','830 _ 520' -,420,, 33Q 780 470 =390 300 2-1/2 1-1/2 3/4 1360 890 720 570 1120 660 560 430 1020 590 500 380 1000 560 480 360 940 520 450 330 7/8. 1590,, x960;_''"800"-'620 1300 720 620,-°•470 1190 ,630.;''550 '410, ,1;170'-' 600r540--,390'; 1090 550 . 500' 360 1 1820 1020 870 660 1490 770 680 490 1360 680 610 446 1330 650 590 420 1250 600 550 390 1/2 770 480 560 440 660 400 470 360 610 370 420 330 610 360 410 320 580 340 380 310 5/8 1070.r;`666,:X710 . 590 940'' 560 - 550' .460.; ' 880,,"520-.tt480-r,u400; ','870<'��520,- �470�x-390; 830- `470. .440'- 350 3 1-1/2 3/4 1450 890 X800 670 1270 660 620 500 1190 590 550 440 1170 560 530 420 1090 520 500 390 7/8; ;1860'°'960 ;890'" _720 1520-,',:720 690; 550 1390",-630"-,610'-'480 ;36Q`.,600`, 90%.,r;460> 1280 540, 420 1 2120 1020 970 770 1740 770 750 580 1590 680 670 510 1560 650 650 490 1460 600 600 450 1/2 770 480 560 440 660 400 470 360 610 370 430 330 610 360 420 320 580 340 400 310 5%8' 1070-``660''760'' '590` 940• 560 620-`,500 " 880 520'`540 x'460 ;87U' "520`'``530".`""450 830 470'- 490 410 1-1/2 3/4 1450 890 900 770 1270 660 690 580 1200 590 610 510 1190 560 590 490 1140 520 550 450 7/8 1890 960 c990 830 1680- 720 770 630 1590 630 680 550 157.0`_`660 '650' 530 1470 550 600 480 3-1/2 1 2410 1020 1080 890 2010 770 830 670 1830 680 740 590 1790 650 716 560 1680 600 660 520 1/2 830 590 590 530 750 520 520 460 720 490 490 430 710 480 480 420 690 460 460 410 5/8 1290 880, 880';'780 1170 780 780=,,650 1120' 706,;,700- 560`--1'110,'''690_ 690''"550 1070- -650 650 500 3-1/2 3/4 1860 1190 1190 950 1690 960 960 710 1610 870 870 630 1600 850 850 600 1540 800 800 560 7/8 2540=,1410-"-1410 1030 2170.1160 1160'--.,,780' 1970-'1bO0`1660 °680--1.940;,'1040":1040"'_'650. 1810•" `980'",980'•, -590' 1 3020 1670 1670 1100 2480 1360 1360 820 2260 1230 1230 720 2210 1190 1190 690 2070 1110 1110 640 5/8 1070 660 760 590 940 560 640 500 880 520 590 460 870 520 590 450 830 470 560 430 1-1/2 3/4 _1450` 890 '990-,,-780_-1270.' 660, 840 ;_660, '1200:,390,:`,750 590 1,190 "560,�; 720;:',56Q. 1140°-520 •,670', 520 7/8 1890 960 1210 960 1680 720 930 720 1590 630 820 630 1570 600 790 600 1520 550 730 550 4-I/2 1` 2410`-'1`020-',1310,'1020 2150,',.770 '1000"%.770 2050, 68Q-,',,,890,-,680 2030 650- '860";'650' 1930. '600:-',,800, `600 5/8 1290 880 880 780 1170 780 780 680 1120 700 730 630 1110 690 720 620 1070 650 690 580 3-1/2 '3/,4 -481601' 1190",1'240,,`1080 .1690,_,,,,960-_•1090'`_7'836, 1610",`'8701,4000'rfn 730'.1600` 850<:',980� 'J 061 1540,`..'800..3-,916,.,64o 7/8 2540 1410 1630 1190 2300 1160 1300 900 2190 1060 1160 780 2170 1040 1130 750 2060 980 1050 690 ';1, ' 3310- 1670'''1830 1276 ,2870''1390,':1440 `950; 2610`;1290 ;,1290_ ;840 "254Q";1260"`125Q r;r800 2400"r 1210µA170:.,730` 5/8 1070 660 760 590 940 560 640 500 880 520 590 460 870 520 590 450 830 470 560 430 1-1/2 -'3/4;; °:1450;'<<890"`''� 90°"'780 '1270 660 850,` :x:660' 1200 :r,590;�`790,`,° 590; 1190 ,'560'` '780 ",'<560�:•1140_"- 520 ',•'�T40,'; '520 .�W_,.,,..,�... 7/8 1890 960 1260 960 1680 720 IQ90 720 1590 630 980 630 1570 600 940 600 1520 550 860 550 5-1/2 1"'r 24101.1020Q?1566','1020 2150:;`=770 1'190.'4 770", '2050`,`680,° 1'060�s'""680 20"' 50;,"1`010~ 654; 1930";x600 ;940";x,600" 518 1290 880 880 780 1170 780 780 680 1120 700 730 630 1110 690 720 620 1070 650 690 580 3-1/2 ,3/4 `:1860'"•1i90-'_x1240 1080. 1690;',960 1090;;f 85,0 1610`"�"970,,'$' '�'"';780;;1600',"P850-,.'1010"x_'750,` 1540'-` �,800',a='9,70': �"710 7/8 2540 1410 1640 1260 2300 1160 1410 1020 2190 1060 1260 910 2170 1040 1220 870 2060 980 1130 790 1 3310"1670 '198'0 1470 2870.;-1390 1550 ';1'100; 2660 '1290 ;;1390 970. 26301260 .'1340% .930 "2500 1210, 1250 860 5/8 1070 660 760 590 940 560 640 500 880 520 590 460 870 520 590 450 830 470 560 430 1-1/2 3/4- '_1450 '890, • 990 780 :1270 660 8501.:.•660 1200.'590','•-790'-1,590' 1i190,�X560 .,'7,80;?',560' 1140-1,520,-!,,740-' 520," 7/8 1890 960 1260 960 1680 720 1090 720 1590 630 1010 - 630 1570 600 990 600 1520 550 950 550 7-1/2 1�''-2410•.1020',1560' 1026 2150', 170.'1350,':`;! '2050- 680i 1270-'•`680,'2030 x�650;:1240`;,650' 1930', ;600,ti�"11'90�''600' 5/8 1290 880 880 780 1170 780 780 680 1120 700 730 630 1110 690 720 620 1070 650 690 580 3-1/2 -3/4-` 1860,-1190- f240` '1080 1690- 960 1090'`850 1610 870' 1030,',.780 1600, :850'1010"`-7% ,1540;•' 800 ' 970 710 7/8 2540 1410 1640 1260 2300 1160 1450 1020 2190 1060 1360 930 2170 1040 1340 900 2060 980 1280 850 1 3310`•1670, 2090;-1470'2870. .1390 1830" 1210' 2660. 1290^ 1630 ,1110` 26301.1260,'1570,,,1080 2500 1210-1470 1030 I.Tabulated lateral design values(Z)for bolted connections shall be multiplied by all applicable adjustment factors(see Table 7 3 1). 2 Tabulated lateral design values(Z)are for"full diameter"bolts(see Reference 6)with a bending yield strength(Fyb)of 45,000 psi AMERICAN WOOD COUNCIL r _ Table 8.2B Bolt Design Values (Z) for Single Shear (two member) Connections43 :A for sawn lumber with 1/4" ASTM A36 steel side plate Thickness ; G=0.67 G=0.55 G=0.50 G=-0.49 G=0.46 A o Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir Larch(N) Douglas-Fir(S) at Southern Pine Hem-Fir(1) tin is D ZII Z1 ZII Zl ZII Zl ZII Zl ZII Z1 inches inches inches lbs. lbs. lbs. lbs. lbs. lbs lbs. lbs. lbs. lbs. 1/2 670 380 570 310 530 270 520 270 500 250 ",a"51 N . .. "-?„;_Y 660_ .• '320 —M.'3IO,sP. F420 1-1/2 1/4 3/4 1010 490 860 t,'= 390 Y 800 360 780 350 740 330 `$/_g` t .-3$0 � 540, ,_1000 i? �� U- se ,930"" aM' - t;',Y1920�-."ff,39()1'V-' $1 : 374 x 1 1350 580 1140 480 1060 440 1050 430 990 410 1/2 850 570 780 440' 750 390 750 380 730 350 :S_.,�5��'',��-t��0.�:�'�x,,�,M�,'.,64Q'" 4n I�10�`;..'`s::�y'i� OQ�r;;F.-vl•Ol'0 =;`�"�'�:`.;440�.:;» t � 4 •E g �' 2-1/2 1/4 3/4 1580 710 1320 550 1210 490 1190 480 1120 450 t $4e ;^' 7,701 '?1=540 �i'E610 Yr:_`540 , way"139Q� � d�`52 a::a 0 : 1 2110 830 1760 650 1620 590 1590 560 1500 530 1/2 850 570 780 500 750 450 750 440 730 410 :t�� (41J?t: S yore f LY h" X4`!� T�! G 27Q "`.L_ ,750'•=' 1;17Q fir- S8 41.13 rn x1120', a 5,IVVa` ' ,t N ,K t: s`_k510%. ,. t ; ` �. Rte_ ' '4 1 .: 3 1/4 3/4 1800 830 1560 640 1430 570 1410 550 1330 510 9,00" 7,°1830;, �f 700' X1`670 ,,62P ">�,`` W R,%' '4 _ :�:"r .,ft ,r �f�1650'�+� i.�i 6�`�,. '�S�O�.a++ �>SQ!# 1 2510 970 ~ 2090 750 1910 670 1880 650 1770 610 1/2 850 570 780 500 750 470 750 460 730 450 5/8'.' _ .: , ;1130 3-1/2 1/4 3/4 1800 960 1650 730 1580 650 1570 630 1530 580 ';-7/8 420;:;:,`;';'",',1040 :,'2120', an._ &;1800°-" ,-1940, ,`-,710„ 'x,',.1900;= x:=;`680;',.;. 3.'17,90 x" x,:;1;`630- 1 2920 1110 2420 850 2210 760 2180 730 2050 690 61, 5/8 1270 800 1170 710 1130 660 1120 660 1090 630 4-1/2 1/4 800°`"°T €;E1090'v� 650. - x �. ttj c � 'r .s 1 .�9?O-u <s.ZM0 ,.__u.`_820:;3> +I570 t�90: l ia19 53�'z 7/8 2420 1310 2220 1010 2130 880 2110 850 2050 780 ; 0140 �i�14003 y280��1070 ; 2760, 950 k; 2740A' 91'_ Lld �8$QM 5/8 1270 800 1170 710 1130 660 1120 660 1090 630 5-1/2 1/4 xnI4;,;g:242'0 80 i 109Q,;°�iqo o,jr {wT580: .';900'r 15704 0CZ �' 30Sn ., 7/8 1410 2220 1220 2130 1070 2110 1030 2050 940 5/8 1270 800 1170 710 1130 660 1120 660 1090 630 7-1/2 1/4 M59 M$QQ;ti M199OZ 1660 950 s1580�W 99 W703=�8LC 50=j 7/8 2420 1410 2220 1240 2130 1160 2110 1140 2050 1090 TM X17601;(?2880 54Q 2760L46Q 2L409 ( 3Vq, 3/4 1800 1090 1650 950 1580 900 1570 880 1530 850 9-1/2 1/4 It rMQW14l0ff',z%22Z 124Q "r 13q € _ 150 1 j ° r" 1 3140 1760 2880 1540' 2760 1460 2740 1420 2660 1380 11-1/2 1/4 7/8 2420 1410 2220 1240 2130 1160 2110 1140 2050 1090 ` 3' ' ' '1x60al ri 288Q� r549.�.�` ?.7.60Ux�r� 1460 . ,J mai m,gown 13-1/2 1/4 1 3140 1760 1 2880 1540 1 2760 1460 1 2740 1420 1 2660 1380 . 1.Tabulated lateral design values(Z)for bolted connections shall be multiplied by all applicable adjustment factors(see Table 7.3.1). 2.Tabulated lateral design values(Z)are for"full diameter"bolts(see Reference 6)with a bending yield strength(FYb)of 45,000 psi 3. Tabulated lateral design values(Z)are based on a dowel bearing strength(F,)of 58,000 psi for ASTM A36 steel AMERICAN WOOD COUNCIL Table 8.2E Bolt Design Values (Z) for Single Shear (two member) Connections1,2,3 for sawn lumber to concrete Thickness G=0.67 G=0.55 G=0.50 G=0.49 G=0.46 o Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir-Larch(N) Douglas-Fir(S) - B A � Southern Pine °t ,U �` ° E A outern Hem-Fir(N) o aai U p tin is D ZII ZL ZII ZL ZII ZL ZII ZL ZII ZL in. in in. lbs. lbs. lbs. lbs. lbs. lbs lbs. lbs. lbs. lbs. 0.500 730 460 660 400 620 370 620 "'0.625 :1020"` 630., ' 360 600 350 '''= �f, _ `''• 1930`; "^e.'i.,;.a- �t• ,FS:� -GaY, r �.56Q�rx , :;890;x-:•.•; '`520"�� '88 1.5 0.750 ,.;,°r„°520`-�",� ;;�'�°:°860,��r•�1;`a'470�x..,.:;,, 1380 850 ^11270 660 1220 580 1210 560 1180 520 S3 s 11 ai 10 1.000 2280 1020 2140 760 2080 680 060 640 1 1930 0 500 780 560 750 510 730 460 720 `" 450- 710 6.0 :is0625 ', ;uili:'` :•'7,707.` tS50K' y and 2.5 0.750 1760 970 1560 830 1480 780 1460 760 1410 greater `;0:875 -"2190 ' .';;1200 ." <1960 ";**"0 " T=18701 ° r99 3 °" ;:: 730 T� M �l SO P� _ 0;- ,_18-0 w' 1.000 f 2670 1470 2420 1280 2310 1120 2290 1080 2220 1000 - 0.500 780 560 750 520 730 '' 490 720 490 710 470 0.625 L x,1220 ��, 850 F, ;s:;I'170,�,`,;?'� a; ,710 � 780 :3 35 0.750 ,z 1760 1150 1680 9504 1640 880 1630 860 1600 820 ;0.875 w'2390;; '1370 ' :2280'` V ,k',)60' 1 000 3120 1620 2850 1390 2700 1300 2670 1270 2570 1230 Thickness G=0.43 G=0.42 G=0 37 G=0 36 G=0 35 Hem-Fir Spruce-Pine-Fir Redwood Eastern Softwoods Northern Species r o E (open grain) Spruce-Pine-Fir(S) O U Western Cedars w Western Woods tn, is D ZII ZL ZII ZL ZII ZL ZII ZL ZII ZL in. in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs lbs. lbs. lbs. 0.500 570 330 570 330 530 300 520 290 510 280 I 'i 0:§25 °'4830'j' .;420 -`820'"`r``,'>'4f0"` iap�n780 ,; 350" F1" �u� ;�33U 1.5 0.750 �r. x _ c 0,:�` 760;" f 1150 460 1140 450 1090 370 1080 360 875,.> 15 =ups 500>,•t _1s1_-520 =t 51060* q 350 a .��,.+Eu�„20 . ...d,1.360 �:r 1.000 •,1800 540M� 1760 520 1560 440 1520 420 1460 400 0.500 700 400 690 390 670 350 670 6.0 �Y 340 660 330 and 2.5 X0.6 0`k +690 . X10.2'0 52_0 i sly i Q s 480 x ._3Q �M O 4 1340 680 1250 620 1230 600 1200 580 greater X0:875:- '< Z2Q ' .E830 .<,a X17 , a �+ i r /� 1.000 2150 rY 900'. :2 09 ;.i`?�ii.16,W_.33s:�dio`?a'S8Q�„_ '�w ,k w �' �'• -� 130 880 2010 720 1990 700 1960 680 0.500 700 460 690 450 670 420 670 400 660 400 1:0.625 rr109_0 t1 t=".610" , 1090: �� 60( ' 1Q$Q;,,r 7�__`y, SL�� 't 3.5 0.750 1570 7 ;' i__. _ 0 E x52103 T ' 60 1560 750 1490 670 1470 660 1430 650 10.875,. = 2Q39 ;9 =2 �� 9.,_3,Ot ,`, s�, r 1'�.?`;r,�..$3 i 17$Q �$1Q° 000 i 1850.a. xr 850;, w; l 0a' .�: 1.000 2460 1170 2430 1150 2260 1020 2230 980 2180 940 1. Tabulated lateral design values(Z)for bolted connections shall be multiplied by all applicable adjustment factors(see Table 7 3 1). _ 2.Tabulated lateral design values(Z)are for"full diameter"bolts(see Reference 6)with a bending yield strength(Fyb)of 45,000 psi 3.Tabulated lateral design values(Z)are based on a dowel beanng strength(F.)of 6,000 psi for concrete with minimum P.=2000 psi. 4.6"anchor embedment assumed AMERICAN WOOD COUNCIL SEEM== • Table 8.3A Bolt Design Values (Z) for Double Shear (three member)Connections for sawn lumber with all members of identical species Thickness G=0.67 G=0.55 G=0 50 G=0 49 G=0.46 a Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir-Larch(N) Douglas-Fir(S) Q Southern Pine Hem-Fir(N) tm is D Z11 Zsl Zml ZII Zsl Zml ZII Zs1 Z., ZII Zsl Zml ZII 4.1 Zml in. in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs lbs. lbs. lbs lbs lbs. lbs. lbs 1/2 1410 960 730 1150 800 550 1050 730 470 1030 720 460 970 680 420 121M,"' 940 ;;77,`2;'470'` a 1-1/2 1-1/2 3/4 2110 1690 890 1730 1330 660 1580 1170 590 1550 1130 560 1450 1040 520 r2460 `,_192q2z� 960 x2020,;' 1440_k y720. r1840Y �1260n{ 2<63U _`;1800'�F12 f ;; - w 1.0=,..60(& 9.1 1,1001 550; 1 2810 2040 1020 2310 1530 770 2100 1350 680 2060 1290 650 1930 1200 600 1/2 1530 960 1120 1320 800 910 1230 730 790 1210 720 760 1160 680 700 F5181 -40;a QI3 Q'�d134,WP* k870�'�C`�f�O0 s)COZCGk, 76A1-.191,140 -�14;88QQ 6b(? s944�' 7.$0� 174Q�1930w$6 2-1/2 1-1/2 3/4- 2890 1770 1480 2550 1330 1110 2400 1170 980 2380 1130 940 2280 1040 860 t�7/8; '3.7,80:,k 1920M4J60Q; °=3360'��51440 1Q00 "43 x; 260 :> 'i ' s• j 1 4690 2040 1700 3840 1530 1280 3500 1350 F11130 3440 1290 10810 32 1200 1000 : 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 1160 680 810 :5/8:u;2150 -'is1310` ;%151`0;.;;1870:`gT130' 220µ` ?1=760s :1:040dN :1'050 %1740 1030: <1030 x;l�b6a a940,r 3 1-1/2 3/4 2890 1770 1780 2550 1330 1J30 2400 1170 1170 2380 1130 1130 2280 1040 1040 7/8 3780 x:;1920 ;1920' 3360'. 1 ��r .440��44Q% 260„�;�12`60'.'3 s 3150 )121Q��-:121`0„;�<?3.030 rx�t.l�l'00. ,'1100°� 1 4820 2040 2040 4310 1530 1'530 4090 1350 1350 4050 1290 1290 3860 1200 1200 f 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 1160 680 810 5/8 '2150 1310. `.,1510 1870' 1130"'',.;1290-, ,�1760`,�.:1040 _1190= 1740 ,,,%:1030 1170 ,:-1660.:+:?9404�:;1090 1 1-1/2 3/4 2890 1770 1980 2550 1330 1550 2400 1170 1370 2380 1130 1310 2280 1040 1210 � 7/8 3780 1920'x'%__2240_ 3360 1,4,40,;,%/'1680'- 3180:',x”-1260' ,1470 3150,�'s?;1210`',1410 q`°3030';;1100'. -'1-290, 3-1/2 r78 4820 2040 2380 4310 1530 1790 4090 1350 1580 4050 1290 1510 3860 1200 1400 1660 1180 1180 1500 1040 1040 1430 970 970 1420 960 960 1370 920 920 '2590,',:1770 t 1770,-, ,'2340 ,"1560:.';r't1420?$x:2240;:;7=1410. :,,`1.230':, -2220�1r;1390 ,,'1200,V 3-1/2 3730 2380 2070 3380 1910 1550 3220 1750 1370 3190 1700 1310 3090 1610 1210 .'5080' :2820,:-22.40, ,;4'600� =2330 '1680',,,4290,2;,2130,�`ii:1470= 4210%'5',2070;=��,�-4410,x'?3940;Y=1960 't 1290'. 1 6560 3340 2380 5380 2780 1790 4900 2580 1580 4810 2520 1510 4510 2410 1400 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1-1/2 ''iN_41_° 2890 t'17,70s 1980 62550''r1330 '1690%;f240.0M1;1l70,Y,0580,',' 2380��1`130-�rt1550� ;2280L,`10401L?Z1480, 7/8 3780 1920 2520 3360 1440 2170 3180 1260 1890 3150 1210 1810 3030 1100 1650 4-1/2 a%I =4820 :.2040 X3060, 4310;; 155Q�'23_K,!MMQ7Z 1,135Q;,,”- 2030- ;A05Q yT29Q` 1940 3$60,�12001F.I 900;551, 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3-1/2 ,`3Z4`�'�3730bj�r2380."', 2-480,�`3380';l'URO 14.2Q i 220 1750 12 , ;'M20� M.7nct~�., 6M,"02MMG1Q1 550 7/8 5080 2820 2870 4600 2330 2170 4390 2130 1890 4350 2070 1810 4130 1960- 1650 1"si 063D 33403060-,"57.40u 7 pQz 30 z258a 030 SZS r'252Q 1 , 420 '4�10,°;a1�B 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 1-1/2 x63/4;fi2890: 1710 19.8Q n550MB33QS`1.690 : M.1170 1580 238�t'3(T* 1SSO a 1(1<10MU$Q 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 5-1/2 s 1a x4820 -+ 04Q i��3120 24310 f,153,0 2200 'MM 135Q.&_EZ48Q 4050 1"290MMQIYf rf $60 200.=01'f 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3-1/2 ;;3Wm37 WW2380_„ 2'4,80;:13380:';r19.fQ�2180;Aa32ZO' 0''2-',^x'2050,W319'I], 1701 202( '.509o=6ja9Z ), 7/8 5080 2820 3290 4600 2330 2650 4390 2130 2310 4350 2070 2210 4130 1960 2020 <::1£, ;,6630'coi'•3340'' t,37.40_ ";5740`,"x'2780<" x2810 `<53302VV,25_80�1 2480;e52$O i252Q 1237flisR 49.9Q (} 20Qk 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 " 1-1/2 ±3/4 L890:3 1770'w1980„ '.2550.yi�'��` 30=690u z2�40,0 �m580q�Z80=3MWZCM 122$0: 104000801 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 7-1/2 1''s ;;',4.820 `N2040,'":3120; ''.4310 1`53ALq2700 409a.'e*51350,,- 25 � X405 5 Na, a�2sQs6QR ;y2oo° z9Q 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3-1/2 x73/4"r'3770 23$O e 2480G' '7380? 19. O '18(M, OMJ,75.0W1 205Q 312 ZOS1,E 2020 ,3020 1610„7 ,;;1940 7/8 5080 2820 3290 4600 2330 2890 4390 2130 2720 4350 2070 2670 4130 1960 2560 *�rl #16630 +3340 4190,' 5740 •2780 —3686 �5330+A 258013380 rt5250 'Ii2�323b1~'`4990' `st r2410�148000 1.Tabulated lateral design values(Z)for bolted connections shall be multiplied by all applicable adjuspnent factors(see Table 7.3.1). 2.Tabulated lateral design values(Z)are for"full diameter'bolts(see Reference`6)with a bending yield strength Tyb)of 45,000 psi. AMERICAN WOOD COUNCIL • Table 8.3B Bolt Design Values (Z) for Double Shear (three member) ConnectionslA3 for sawn lumber with 1/4" ASTM A36 steel side plate Thickness G=0.67 G=0.55 G=0.50 G=0.49 G=0.46 .. (u Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir Larch(N) Douglas-Fir(S) �° Southern Pine Hem-Fir(N) tm is D Z11 Z1 ZII Zl ZII Z_L ZII ZL Zl ZII inches inches inches lbs. lbs lbs lbs lbs lbs. Z11 lbs. Z11 lbs 1/2 1410 730 1150 550 1050 470 1030 460 970 420 810 ;:61Q�,;� :ra ,z,,,,, i= ., ;t s , " - 1'310s .:.:�,530 � 1290 y;:.,520.' , _1210.• 1-1/2 1/4 3/4 2110+' 890 1730 - 660 1580 590 1550 560 1450 520 2,4_730=,t.;,, ;960.: `y�;2020°i�rxsr-7,3Q�,:, xias=•'`63,0 r,;,;x� -�,-- .-� �:,,; 1 2810 1020 2310,ri:.;��770R�1��_.��s�,��.....68 .�� 2��F '_-;�, 650 600 R��. r19 0+.��",`�r600`r f 1/2 1700 1130 1570 910 1510 790 1500 760 1460 700 �:t:,.:•_i - -a:i .u„a�1 r,„ r_.c:,�..y2G".3`'..Aa:Y:.2Jt5��,'�i,�.'37":.86Q�s: .,•m"..`,._�/� 7O - 2-1/2 1/4 3/4 3520 1480 2880 1110 2630 980 2580 940 2410 860 i 600 x;_3360' i; r ;aslt'.1050 :'r > x=_fed'• �r r,..;t u2820x=;`.• 920 m_ a. x 9 1 4690 1700 3840 1280 3500 1130 3440 1080 3220 1000 1/2 1700 1130 1570 1000 1510 940 1500 920 1460 840 :1050`« 2 ., 1Q30 : 2?0; 1610 2350h "1' •122Q j.225 ;`" jV „,, 2 0,,"i' 1. �,�..sti 3 1/4 3/4 3590 1780 3300 1330 w 3150 1170 L 3090 1130 2900 1040 r7/8.x. '.4830'r , ;1920'` ' �40401iye1;440 t-636801260' , x3610�iy1210 ' " 's ..3380-::.=;.,,.1'100^. 1 5630 2040 4610 1530 4200 1350 4130 1290 3860 1200 _ 1/2 1700 1130 1570 1000 1510 940 1500 930 1460 890 :z._5/ _ _ '1610 s, 30�0 ,a, . 200 170w=? 1090 3-1/2 1/4 3/4 3590 2070 3300 1550 3170 1370 3150 1310 3060 1210 Y,,J7 8= '4830' , t 2240 4440"';i, >I680 _`t4260g'";_' 14,,70k ;42:10' _` '1410 3940'•?' 1.290',-, 1 1 6270 2380 5380 1790 4900 1580 - 4810 1510 4510 „° 1400 5/8 2550 1610 2350 1420 2250 1330 2240 1320 2170 1260 4-1/2 1/4 <_3/4`s: r=.3590�:, 2170 , :,3300" 1910".4 '" ti' ' Y":7,fry. s .- '� (3.170 p,z 1760w -.� 1315Q' ��1690 °wl,i°x`;3,060°wx �;}1550,__ 7/8 4830 2810 4440 2170 4260 1890 4220 1810 4100 1650 :a; ;:6 7 „=ta r_5t ,ski ;,i y r r ,. °u _ ;,1 i ;i':- a 2_4., _;3060• ;5750 2 00'lq;;�.'i?55ZW s 2030M;�9'5480 ��}1940 ;5320,:-�1�3pg00 ...r".i x_i,� 5/8 2550 1610 2350 1420 2250 1330 2240 1320 2170 1260 5-1/2 1/4 f+3 4 1::3594, ;. ;X2170°'' °;'3300` ''�'19IO ' is...tt � �31,7Q1800; 7/8 4830 2810 ~ 4440 2470 4260 2310 4220 2210 4100 530: jM 2020 ...._.:�� ..,,j575Q;�� 5/8 2550 1610 2350 1420 2250 1330 2240 1320 2170 1260 7-12 1/4 e3142, 1;�3_SW i rx° �'" s u'�260'`+t' iI 7/8 4830 2810 a 4440 2470 4260 2320 4220 2280 4100 2180 M'OV 6UQ...Kkl0530;' A5750_' 13 '" . , 'v2,7 4Z 3/4 3590 2170 3300 1910 3170 1800 3150 1770 J~ 3060 >� 1700 9-1/2 1/4 7183,73 , 01*3'' 281Q`, aka ,z ,, r•;.M '18 '� <1 -',4444; Qd ,' 'i ,.23?Q �� g,�220"� 2280,<a" t'x � .a€ 180;e 1 6270 3530 5750 3090 5520 2910 5480 2850 5320 2750 11-1/2 1/4 7/8 4830 2810 4440 2470 4260 2320 4220 2280 4100 2180 : y Sa Oi ;f 3530`: 5750 3_Q9Q -_.�" (5 ,l: 1 291 ' 't54$pa�se''2850' s 3 tc zlSQ,' a 13-12 1/4 1 6270 3530 5750 3090 5520 2910 5480 2850 5320 2750 1.Tabulated lateral design values(Z)for bolted connections shall be multiplied by all applicable adjustment factors(see Table 7.3.1). 2.Tabulated lateral design values(Z)are for"full diameter"bolts(see Reference 6)with a bending yield strength(Fyb)of 45,000 psi. 3.Tabulated lateral design values(Z)are based on a dowel beanng strength(F,)of 58,000 psi for ASTM A36 steel. AMERICAN WOOD COUNCIL NO the nominal-lag screw lateral design values, Z, shall be Re = Fem/Fes the lesser oh Iis = thickness of side member,inches YIELD MODES Fem = dowel bearing strength of main member Dt F s (member holding point),psi(see Table 9A) Z- 4Ke MODE I, (9.3-1) Fes = dowel bearing strength of side member,psi(see Table 9A) __ ll Fem Fee = 11200 G Z 28(2+13e)K, MODE III, (9.3-2) 6101.45 F e1 = 0G 46 Z- p2 175FemFyb Ill = bending yield strength of lag screw,psi 3Ke 3(1+Rej MODE IV (9.3-3) D = unthreaded shank diameter of lag screw,inches, or where = root diameter of the threaded portion of the lag screw when the thread length is such that the j; threads will extend into the shear plane of the h k=-1+ 2(1+Re�+Fyb(2+Re�D2 connection,inches Re 2Femts2 K = 1+(A /360°) 4 max emax = maximum angle of load to grain(0°<-o!5 90°)for any member in a connection j Table 9.2A Lag Screw Withdrawal Design Values (W)1 Tabulated withdrawal design values (W)are in pounds per inch of thread penetration into side rain of main member. Length of thread penetration in main member shall not include the length of the tapered tip(see Appendix L). I Specific Gravity Lag Screw Unthreaded Shank Diameter, D ,� G 1/4 5/16" 3/8 7/16 1/2 5/8 3/4 7/8 1 1-1/8 1-1/4 0.73 397 469 538 604_ 668 789 905 101 Q?" � � 450;°;;�51 ,{, '19$68 6 1 12 13 123 26 27 s71 r.X640; . ZSait ' � 0.68 357 422 484 543 600 709 813 1'1'3 � ;yam 913 1009 1103 1193 .X587 : 694,`° Mft 2 ' % 15Z '$ 0.58 281 332 381 428 473 559 641 719 795 869 94 0i 7 �Y51�z y i'.868 ,F: 7tt V `Ff 0.51 232 274 314 353 390 461 528 593 r656 6 yQ 775 0.4.9 218 258 296 3_32 367 434 498 730 ' . ;I �,;�� ,��f�� -.• :!��;.,�,_;;: .��_p ,� 559 617 674 730 ' •i; -_ 4y.��v"x. 78.x. �;�yr s��4S�...�,"�� 4�Q$��, r 0.46 199 235 269 3.02 334 395 453 50_8 562 613 664 MMIBLI - 0.43 179 212 243 273 302 357 409 459_ 508 554 600 �I 0.41 167 198 654x235'° ;29, "=s 3 � t 6 254E 1 3441 i95 44' u53 ; ;` 59 " 22 559 .' 0.39 �' � :� �';;�27.1C. ,�: 1320�_ �.6 ,�, "�'.�, ,�;�- ,•,.. - �497t? 18111 155 183 210 236 261 308 353 397 438 479 '143 X202? 518 0.37 169 194 218 241 285 y 326 367 .8-M - 405 443 4j7�9 J ��r- - P' ^' St1/ 0.35 132 156 179 200 222 262 300 337 373 407 441 , 30 9.� I.Tabulated withdrawal design values(W)for lag screw connections shall be multiplied by all applicable adjustment factors(see Table 7.3.1). �I AMERICAN WOOD COUNCIL Table•4D Design Values for Visually Graded Timbers (5" x 5" and larger) (Cont.) (Tabulated design values are for normal load duration and dry service conditions,unless specified otherwise.See NDS 2.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4D ADJUSTMENT FACTORS Design values in pounds per square inch(psi) Tension Shear Compression Compression Modulus parallel parallel perpendicular parallel of Grading Species and Size Bending to grain to grain to grain to grain Elasticity Rules commercial grade classification Fb F, F„ F L Fc E Agency • MAPLE Select Structural Beams and 1500 875 100 615 900 1,500,000 No.1 Stringers 1250 625 100 615 750 1,500,000 No.2 800 400 100 615 475 1,200,000 NELMA Select Structural Posts and 1400 925 100 615 950 1,500,000 No.1 Timbers 1150 750 100 615 825 1,500,000 v No.2 650 425 100 615 375 1,200,000 R1 Select Structural Beams and 1350 800 80 820 825 1,200,000 No.1 Stringers 1150 550 80 820 700 1,200,000 Z No.2 725 375 80 820 450 1,000,000 NELMA D Select Structural Posts and 1250 850 80 820 875 1,200,000 r No.1 Timbers 1000 675 80 820 775 1,200,000 C Not 575 400 80 820 350 1,000,000 r11 Select Structural Beams and 1050 625 65 440 725 1,100,000 No.1 Stringers 875 450 65 440 600 1,100,000 No 2 575 300 65 440 375 900,000 NLGA Select Structural Posts and 1000 675 65 440 775 1,100,000 No.1 Timbers 800 550 65 440 675 1,100,000 No 2 475 325 65 440 475 900,000 Clear Heart Structural or Clear Structural 1850 1250 135 650 1650 1,300,000 Select Structural 5'x 5' 1400 950 95 650 1200 1,300,000 No 1 &larger 1200 800 95 650 1050 1,300,000 RIS No 2 975 650 95 650 900 1 100 000 Select Structural Beams and 1200 675 70 435 825 1,300,000 No.1 Stringers 1000 500 V0 435 675 1,300,000 No.2 650 325 70 435 450 1,000,000 WCLIB Select Structural Posts and 1150 750 70 435 875 1,300,000 No.1 Timbers 925 600 70 435 750 1,300,000 No.2 550 350 70 435 525 1,000,000 73p� (Wet Service Cond itions) nse Structural 1750 1200 110 440 1100 1,600,000 ect Structural 1500 1000 110 375 950 1,500,000 1 Dense 1550 1050 110 440 975 1,600,000 1 5'x 5' 1350 900 110 375 825 1,500,000 No 2 Dense &larger 975 650 100 440 625 1,300,000 SPIB No.2 850 550 100 375 525 1,200,000 Dense Structural 86 2100 1400 145 440 1300 1,600,000 Dense Structural 72 1750 1200 120 440 1100 1,600,000 Dense Structural 65 1600 1050 110 440 1000 1,600,000 Select Structural Beams and 1100 650 65 425 775 1,300,000 No.1 Stringers 900 450 65 425 625 1,300,000 No.2 600 300 65 425 425 1,000,000 NLGA Select Structural Posts and 1050 700 65 425 800 1,300,000 No.t Timbers 850 550 65 425 700 1,300,000 No 2 500 325 65 425 500 1,000,000 AMERICAN FOREST&PAPER ASSOCIATION 1 3-43 Fy = 46ksl COLUMNS Square structural tubing -Ell Allowable concentric loads in kips Nominal Size 4 x 4 3'/,x 3/2 3 x 3 Thickness hickness 1�2 YB VIG 1�{ 3/16 1/16 1�4 Y16 Wt./ft 21.63 17 27 14.83 12.21 9.42 10 58 8 81 6 87 X Fy 46 ksi 0 176 140 120 99 76 86 71 56 2 168 134 115 95 73 80 67 53 3 162 130 112 92 71 77 64 50 f, 4 156 126 108 89 69 73 61 48 5 150 121 104 86 67 68 57 45 t; 6 143 115 100 8 83 77 64 63 53 42 7 135 110 9581 79(.1. 61 57 49 39 0 8 126 103 90 71 75 1•• 58 51 44 35 io 9 117 97 844,9 70 Si 55 44 38 31 v1 10 108 89 78 65 St 51 37 33 27 6 11 98 82 72 St 60 aS 47 31 27 22 12 87 74 65 4A 55 3= 43 26 23 19 13 75 65 5837 49» 39 22 19 16 0 14 65 57 51s 43 it 35 19 17 14 15 57 49 44 L• 38 i4 30 16 15 12 n 16 50 43 3915 33 at 27 14 13 11 N 17 44 38 347% 29 4,% 24 13 11 9 m L 18 39 34 31 26 vi 21 10 1 8 3 19 35 31 2812 24 if 19 20 32 28 25 1f- 21 11 17 Y 21 29 25 23 19 16 22 26 23 21 18 14 t 23 24 21 19 16 13 24 19 17 15 12 m 25 14 11 m U m W ' Properties A(in.2) 636 508 4.36 3.59 2.77 3.11 2.59 202 1(in.') 12.3 10.7 9.58 8.22 6.59 3.58 3.16 260 r(in) 1.39 1 45 1.48 1.51 1.54 1 07 1.10 1.13 B l Bending 104 0 949 0.910 0.874 0.840 1.30 1.23 1.17 J factor a/106 1.83 1.59 1.43 1.22 0.983 0 533 0 470 0.387 Note: Heavy line indicates K11r of 200 AMERICAN INSUMTE OF STEEL CONSTRUCTION .f- Table 3.2.1.3: Moment Resistance for Load Combinations Including Section 3.2.1 Wind or Seismic (includes 1/3 increase in allowable stresses) 8" Wall Thickness 13/16" Fully Grouted Walls Effective depth,d = 3.81" Bar . Bar Resisting Moment, MR, in-lb/ft Size Spacing fm = 1350 f m = 1500 f, = 2000 f m = 2500 fm = 3000 in #3 72 2150 2155 2,162 2167 2171 #3 64 2 418 2,424 2,432 2 437 2 442 #3 56 2,764 2,770 2,779 2,786 2,791 #3 48 3,224 3,232 3,242 3,250 3,256 #4 72 3 769 3 781 3 797 3 808 3 818 #3 40 3,854 3,864 3,877 3,887 3,895 #4 64 4,241 4,254 4,272 4,284 4,295 #3 32 4 792 4,806 4,824 4 838 4 849 #4 56 4,846 4,862 4,882 4,896 4,909 #4 48 5,654 5,672 5,695 5,712 5,727 #5 72 5 813 5,835 5,864 5L885 5 903 #3 24 6,340 6361 389 6 409 6 426 #5 64 6,539 6,564 6,597 6,621 6,641 #4 40 6 751 6 773 6,804 6 826 6 844 '4 #5 56 7,473 7 502 7 539 7L567 7 590 #6 -72 7,705 8,165 8,349 8,384 8,414 #4 32 8 381 8 412 8 454 8 484 8 509 #6 64 8,668 9 185 9L392 9 432 9 466 #7 72 8,680 9,215 11,239 11,293 11,339 #5 48 8 719 8,752 8,796 8,828 8 855 #3 16 9,393 9,429 9,478 9,514 9,544 #8 72 9,584 10,193 12,762 14,602 14,667 #7 64 9,765 10,367 12,644 12705 12 756 #6 56 9,906 10,498 10,734 -10,780 10 818 #5 40 10,399 10,441 10,498 10,539 10,573 #9 72 10,422 11 103 13,934 16 602 18 389 #8 64 10,782 11,467 14 357 16,427 16 501 #4 24 11,029 11,113 11,175 11,220 11,258 #7 56 11,160 11 848 14 451 14 520 14 579 " #6 48 11 557 12 247 12 523 12 576 12 621 t #9 64 11,725 12,491 15,675 18,678 20,688 z #5 32 11,744 12,448 13,027 13,083 1 3,130 ; #8 56 12 322 13 105 16 408 18 774 18 858 #6 40 12,408 13,163 14,933 15,001 15,058 ' #4 16 12,919 13,713 16,528 16,606 16,673 t #7 48 13,020 13 822 16,859 16 940 17,008 , (continued on next page) 524 Section Properties for Design Section 7 r • Table 7.1 6 Inch Single Wythe Walls Gross Section Properties Wall Weights (lb/ft� Units Grouted Mortar A. Ix Sx r for Concrete Densities (pcf) of: Cells Bedding, inz/ft in'/ft in'/ft in 80 95 105 115 125 135 Hollow None Face Shell 24.0 130.3 46.3 2.08 18.6 21.8 23.9 26.1 28.2 30.4 Hollow None Full 32.2 139.3 49.5 2.08 18.9 22.1 24.3 26.4 28.5 30.7 loo%Solid None Full 67.5 178.0 63.3 1.62 39.8 46.5 51.0 55.4 59.9 64.4 Hollow 8" o. c. Full 67.5 178.0 63.3 1.62 49.9 53.1 55.2 57.3 59.5 61.6 Hollow 16" o. c. Face Shell 46.6 155.1 55.1 1.79 34.2 37.4 39.6 41.7 43.8 46.0 Hollow 24" o. c. Face Shell 39.1 146.8 52.2 1.87 29.0 32.2 34.4 36.5 38.6 40.8 Hollow 32" o. c. Face Shell 35.3 142.7 50.7 1.91 26.4 29.6 31.7 33.9 36.0 38.2 Hollow 40" o. c. Face Shell 33.0 140.2 49.9 1.94 24.8 28.0 30.2 32.3 34.5 36.6 Hollow 48" o. c. Face Shell 31.5 138.6 49.3 1.96 23.8 27.0 29.1 31.3 33.4 35.6 Hollow 56" o. c. Face Shell 30.5 137.4 48.9 1.98 23.0 26.3 28.4 30.5 32.7 34.8 Hollow 64" o. c. Face Shell 29.6 136.5 48.5 1.99 22.5 25.7 '27.8 30.0 32.1 34.3 Hollow 72" o. c. Face Shell 29.0 135.8 48.3 2.00 22.0 25.3 27.4 29.5 31.7 33.8 Table 7.2 8 Inch Single Wythe Walls Gross Section Properties Wall Weights (lb/ft� Units Grouted Mortar A" Ix Sx r for Concrete Densities (pco of: Cells Bedding in'/ft in'/ft in'/ft in 80 95 105 115 125 135 Hollow None Face Shell 30.0 308.7 81.0 2.84 23.9 28.1 30.9 33.6 36.4 39.2 Hollow None Full 41.5 334.0 87.6 2.84 24.4 28.6 31.3 34.1 36.9 39.6 loo%Solid None Full 91.5 443.3 116.3 2.19 53.9 63.0 69.1 75.1 81.2 87.3 Hollow 8" o. c. Full 91.5 443.3 116.3 2.19 68.2 72.3 75.1 77.9 80.6 83.4 Hollow 16" o. c. -Face Shell 62.0 378.6 99.3 2.43 46.1 50.2 53.0 55.7 58.5 61.3 Hollow 24" o. c. Face Shell 51.3 355.3 93.2 2.53 38.7 42.8 45.6 48.4 51.1 53.9 Hollow 32" o. c. Face Shell 46.0 343.7 90.1 2.59 35.0 39.1 41.9 44.7 47.4 50.2 Hollow 40" o. c. Face Shell 42.8 336.7 88.3 2.63 32.8 36.9 39.7 42.5 45.2 48.0 Hollow 48" o. c. Face Shell 40.7 332.0 87.1 2.66 31.3 35.5 38.2 41.0 43.8 46.5 Hollow 56" o. c. Face Shell 39.1 328.7 86.2 2.68 30.3 34.4 37.2 39.9 42.7 45.5 Hollow 64" o. c. Face Shell 38.0 326.2 85.6 2.70 29.5 33.6 36.4 39.2 41.9 44.7 Hollow 72" o. c. Face Shell 37.1 324.3 85.0 2.71 28.9 33.0 35.8 38.5 41.3 44.1 633 //TMKamset/Red Head w M' TAPCON 4.73 PERFORMANCE ULTIMATE PULLOUT IN CONCRETE (3145 psi) Embedment Depth (inches) Anchor Diameter 1" 1-1/4" 1-1/2" 1-3/4" 3/16" 341 lbs. 581 lbs. 863 lbs. a186O lbs. 1 1/4" 718 lbs. 1138 lbs. 1537 lbs. bs. T est #CH 3932/Pittsburgh Testing Laboratory ULTIMATE PULLOUT IN HOLLOW BLOCK Embedment Depth (inches) Anchor Diameter 1' 1-1/4" 1-1/2"* 1-3/4"* 3/16" 209 lbs. 357 lbs. 468 lbs. 547 lbs. 1/4" 406 lbs. 615 lbs. 851 lbs. 984 lbs. Test #CH 3748/Pittsburgh Testing Laboratory Embedment in solid portion of hollow block ULTIMATE SHEAR STRENGTH Shear Strength Shear Strength Anchor Anchor 3145 psi Hard Lightweight Diameter Embedment Rock Concrete Hollow Block 3/16" 1-1/4" 852 lbs. 731 lbs. 1-1/4" 1604 lbs. 1058 lbs. Test #CH 3932/Pittsburgh Testing Laboratory 'NOME Indicated pull-out and shear failure values were obtained in tests witnessed by Pittsburgh Testing Laboratory personnel Designated holding power depends on the quality of the masonry material,depth of embedment and proper hole size. These figures are offered only as a guide and are not guaranteed in any way by Illinois Tool Works Inc The figures indicate average ultimate pull-out and shear failure values A safety factor of 4:1 or 25%of ultimate pull-out value is generally accepted as a safe working load. However, reference should always be made to applicable codes for the specific safe working ratio All values are based on close tolerance holes drilled with Ramset/Red Head Tapcon carbide drill bits Performance of the Tapcon"' anchor may vary in extremely hard concrete aggregates. Consult your Ramset/Red Head representative for further information As in the case with all applications, Ramset/Red Head can only suggest typical fasteners for typical applications and that the connection • design is the sole responsibility of the Building Design Engineer,Architect or otherwise responsible person charged with the design of the connection For further product information please contact the nearest Authorized Ramset/Red Head Distnbutor NOTE The fixture thickness being anchored and the depth of embedment in the masonry material determines the anchor length A minimum of 1' and a maximum of 1-3/4" embedment is recommended Hole depth must be a minimum 1/4" deeper than the anchor embedment.Tapcon Anchors must be installed using all Ramset/Red Head system components(Tapcon Anchors, Condnve Tools,and Tapcon Dnll Bits) in order to qualify for ITW Ramset/Red Head system support ANCHOR SYSTEMS r °ITT Ramset/Red Head, 1992 -A40- Not to be reproduced without written permission �1TmHamset/Red Head r TRUBOLT WEDGE _ 4.13 PERFORMANCE DATA CARBON & GALVANIZED STEEL TRUBOLT WEDGE ANCHORS Anchor Embed- 3000 psi 4000 psi 5000 psi Dia. ment in Concrete Concrete Concrete Concrete Ultimate* Ultimate* Ultimate* Ultimate* Ultimate* Ultimate* Pullout Shear Pullout Shear Pullout Shear Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. 1/4" 1-1/8" 1224 1694 1559 1828 2008 1926 1-15/16" 2670 1779 2999 1910 3024 1983 2-3/4" 2857 1863 3051 1991 3100 2040 3/8" 1-1/2" 2763 3453 3219 4029 3537 4103 3" 4819 3908 5678 4305 5943 4490 4-1/2" 5290 4363 5935 4581 6190 4876 1/2" 2-1/4" 4158 5400 5384 6900 5519 7487 4-1/8" 6051 5939 7333 7449 9907 7968 6" 6975 6478 9003 7998 11764 8449 5/8" 2-3/4" 6136 11724 8000 12478 8463 12478 5-1/8" 8486 12456 10178 13285 12751 13285 7-1/2" 10941 13188 12453 14092 15027 14092 3/4" 3-1/4" 8072 17024 9921 18128 10553 18666 6-5/8" 12515 17509 16489 18585 17076 19034 10" 14074 17993 19953 19042 23148 19401 7/8" 3-3/4" 10810 20737 13672 25122,_ 14079 25122 6-1/4" 14619 22405 20029 25122 25110 25122 8-3/4" 15337 24072 20707 25122 25336 25122 1" 4-1/2" 17347 25686 20871 28431 21947 32888 7-3/8" 25122 27179 30610 29763 35094 32888 10-1/4" 32776 28672 37820 31094 40510 32888 1-1/4" 5-1/2" 21463 39004 27166 44385 29857 48510 8" 39836 42157 53261 46776 54696 48709 10-1/2" 47558 44680 60417 48689 63108 48868 Tie 1-1/8" 1224 N/A 1559 N/A 2008 N/A Wire Footnotes: 'Ultimate load capacity in 3,000,4,000 and 5,000 psi stone aggregate concrete. Ultimate pullout and shear loads are indicated for the depth and embedment in concrete shown in the "Embedment in Concrete" column. Based on Independent Testing Laboratory tests, ATEC Associates, Inc. Report #5-3205 dated 12/11/85 Copies of report available on request Safe worldn&loads for single installations under static loading should not exceed 25%of the ultimate load capacity. For information on other conditions,contact your nearest factory representative. 1-1/4"diameter carbon steel anchors were tested at a depth of 10-1/2" for tensile capacities, and 10" for shear" 1" diameter stainless steel anchors were tested at a depth of 10-1/2" for tensile capacities, and 10-1/4" for shear For load capacities in structural lightweight aggre&ate concrete,refer to ICBO Report#1372 or contact Technical Service Department For extreme low temperature applications use stainless steel anchors. NOTE- Capacities shown in Selection Chart are based on most recent testing performed in compliance with ASTM E-488 and ICBO Research Committee Standards for Testing Expansion Anchors in Concrete ANCHOR SYSTEMS IT ° V Ramset/Red Head, 1992 -Al2- Not to be reproduced without written permission DETAIL SKETCH , SCALE: �- L/Ml7.zW 4CCESS,Q1G117-OF-91,4Y Wk r - k G' CONCQETc� N/.d LL SET/2 PIPE I LB-87 cdP �Q✓�-'� �W Ndp SET 12 5 <L e3-87 C!/.CVz-0,41,4 t "e: ,700, N a /,v W M PRopgM AMgM., 94 f S,w s 1 fh PA r1-i FLOOR EL�WONS: FLOOR: N Q GARAGE: OTHER FLOOR: — SKETCH OF SURVEY �o LEGAL DESCRIPTION: LOT 1 BLOCK 3 S.yaW Alva 22a.O.9' PQOPEQTy ", ACCORDING TO THE PLAT I v Gc.4-0 7155' ce.oG THEREOF, AS RECORDED IN PLAT BOOK 15-5 AT W 4i 1 PAGE 30 OF THE PUBLIC RECORDS OF MIAMI- ( DADE COUNTY, FLORIDA. CERTIFIED T0: W •ee or a 10 Asa' a � 3�,so• 2�so' ( � �I � 40 oy' G8o6•• m BENCHMARK No.1 (ELEVATION- $�¢ N.G.V.D.) - - - n' 4VeerlVdr4S'T COu24VEQ OF C.4TCfn',a4S/y AT S.W Imo- //29/'MEgs �� COF.vE-2 OFS.W SB .4p I"',: wBG ST =so"w. 2!8.70 0 sGC/ .57TH i°-4Tf/ 3 � I I25' TQ.4OT ';4" �Pe/1/.4TE Qo,IpJ W ao �! BENCHMARK No.2 (ELEVATION- C 94 N.G.V.D.) IV414 fr'D/sc,4T rl�-T S.W 8¢ rE,?P BY/V W. LOCATION SKETCH coA74vEQ OF '�s4<,✓,4<v PQOP6QTY". SCALE: W77-sc.4Le SURVEYOR'S NOTES: LEGEND: � of SO denote EX67ANG ELEVAT06 1. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND E denotes CENTERIM Aloot denotes MEAMED MAPPER. CATV denotes CABLE TELEVISION BOX N k D denotes NAIL k DISC 2. DISTANCES SHOWN ALONG PROPERTY LINES ARE RECORD AND MEASURED, UNLESS OTHERWISE NOTED. no 3. ELEVATIONS, WHEN SHOWN, RELATE TO NATIONAL GEODETIC VERTICAL DATUM.(N.G.V.D.) Of 1929. C.B.S. denotes CONCRETE BLOCK STRL TIARE OHW denotes OVERHEAD WES 4. UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE UNDERGROUND UTILITY ITEMS. CB denotes CATCH BASIN R denotes RADIUS 5. THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHTS-OF-WAY, AND OTHER MATTERS WHICH MAY BE REFLECTED BY A SEARCH OF TITLE TO THE SUBJECT LANDS. C.L.F. denotes CHAIN LINK FENCE D denotes DELTA ANGLE 6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSNE USE OF THE ENTITY (ENTITIES) NAMED HEREON. THE CERTIFICATION Conc. denotes CONCRETE A denotes ARC dSTANCE SHOWN HEREON DOES NOT EXTEND TO ANY UNNAMED PARTY. 7. THERE ARE NO VISIBLE ENCROACHMENTS, OTHER THAN THOSE SHOWN HEREON, Esmt. denotes EASEMENT Roe. denotes RECORD 6. BEARINGS RELATE TO AN ASSUMED REARING ( •A t*SAW ,dr. ALONG fX* BS TeX?.PCA? wrggRte/40, 0,4de_4�1 9. PROPERTY FALLS WITHIN FEDERAL FLOOD HAZARD ZONE FLOOD INSURANCE RATE MAP No. / 0G50 o?7G J I.P. denotes IRON PIPE W.F. denotes WOW FENCE wwMAP DATED: ✓taY 47,41100 ELEVATION: /O.D LP, denotes LIGHT POLE W.M. denotes WATER #4M TrvE of SURVEY: !q.Vp To1'O G2 4 P 14/C PREPARED /C//AQD REVISIONS FIELD BOOK REMARKS CERTIFIED BY: SCHWEME-SHISKIN & ASSOCIAT'v a Ir ll� �' 87) R ASST, V.P, LAND SURVEYORS • ENGINEERS • ARCHITECTS • LAND ,PLANjNEf�'S,'�#;'^S��••,,�� DATE, PIERRE E cxvcT PLS No.3369 3240 CORPORATE WAY MIRAMAR, FLORIDA 33025 TEL(954)436-7010 DADE(30S)6'1'2-,,70� ' FJL 305)t�11Q28 11941 S.W 144th. STREET MOM. FLORIDA 33186 TEL.(305)233-9410 FL. KEYS:(305)431=33Y�( 505)991^Ate1Y63 ASST. V.P. Q /722 5ag3aq ATE: PIERRE E. CALVET PIS Ho.3369 ORDER No.; ¢ DATE: $3/ 00 FIELD BOOK;So-¢2.% PACE • +�T �, « HEREBY CERTIFY: ORDER ASST. V.P. THAT THE ATTACHED 'SKETCH Of Si1RVEY.'- `�a o C1 1 I\ r DATE: OF THE PROPERTY s4m HEREON Is TRUE AND CORRECT TO THE KtT OF W KNOWN EDCE':, PIERRE E. CALVET PIS No 3360 AND BELIEF AS RECENRY SURVEYED MD DRAWN UNDER MY 3UPERV1810N AND DRECTION. PIERRE/E YPIRES. TH IS SURVEY COMPLIES WRN THE MNIMVM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA PROF. ORDER Na STATE KMRD OF PROFESSIONAL SURVEYORS AND WIPERS PURSUANT TO OWTER SIG17-6, STATE OFtFLOR13A i\\\\`, 'I,°6� ASST. V.P. FLORIDA ADMNNSTRAThE COOS. DATE. s PIERRE E. CALVET PLS No 3369 s.