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00-0441 DE LOS REYES ENGHNUEEEMNG, INC. CONSULTING STRUCTURAL ENGINEERS 7184 S.W.47TH STREET MIAMI, FLORIDA 33155 HECTOR DE LOS REYES P.E. TEL. 305-885-2778 e / � FAX. 305 565-2793 Oo.L�g1 a 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#4 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 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'l� st�af te piJrjk�towledge;belief..and professional judgment those portions of the project outlined above m�e with• intent aPtIle�South Florida Code and is in substantial accordance with the approved plans. °Smc rely , 7//9/V Fl&idiil AiP W..l o.r0q2:: Ardaman & Associates, Inc. Geotechnical, Environmental and May 23, 2000 Materials Consultants File No.: 98-3545 Mr. Don Ginsburg Parkside Village 5703 SW 85 St Miami, FL 33143 Re: Certification of Foundation Conditions Parkside Village 5710 SW 85th Street Lot 1, Block 2 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 according with the recommendations made on Geotechnical report prepared by Ardaman & Associates, Inc dated August 23, 1996. Respectfully submitted, Ardaman & Associates, Inc. ft Yr e Rafael rr-P� 1. e �Oroj;pt Engine . We- 4� nt ►t` RD/sp'��.�®►woUO�O� . 2608 West 84th Street.Hialeah,Florida 33016 Phone(305)825-2683 FAX(305)825-2686 Offices in:Barlow,Cocoa,Fort Lauderdale.Fort Myers.Miami,Orlando,Pori Charlotte.Port St.L.ucie.Samsota.Tallahassee.Tampa,W.Palm Beach • fly G 8.. 4iULAR/ PERMEABLE (,\ \ 5" 6 \ ITU SOILS. LIMEROCK T ^,PERMITTED. DEPTH ft, ATERIAL SHALL BE \/% /\//\�/ / / / / / // //\ NATIVE SOIL ELEVATIONS 41 TYP. DRAINAGE SWALE SECTION N.T.S. NOTE: 10' WIDE DRAINAGE SWALE NOT NEEDED WHEN 10' WIDE DRAINAGE SWALE (Ty ADJACENT TO DRAINAGE BERM OR DECORATIVE WALL. SEE SWALE CROSS-SECTION DE IF SO, GRADE TOWARD BERM OR WALL. SEE SHEET 2 ------------------------------------------------------------------i • NO DRAINAGE SWALE BETWEEN HOMES. AREA TO BE GRADED LEVEL BUT SLOPED AWAY FROM AREA. OPTIONAL Z POOL :2 + O 2' OVERHANG r- OPTIONAL � POOL r --- --- I I 2' OVERHANG I I I L I PROPOSED 2-STORY I I L----- - SINGLE FAMILY UNIT I I I � I • . •.•••• . • • , 7� WALL W/ GATE I I • • I .... �•.• : •..•.• I '....• .... MIN. I r 7 I ..:. '....' PROPOSED 2-STORY I '� I ; •• � �� •• • SINGLE FAMILY UNIT I _ • I 6 WALL W/ GATES I •••• •••••• I • I � I —J •++r —J •••• • • I TYP. LOT °^ ! Li■►� �� Tf � .ill ► .4r .. N.T.S. N.T. 9710 Sw 45l- S-7 Lo--f , ILI/ a r �i t f • 8 . 0 ack '.l . .*000 • 0000 • • • • 0900 •• soolbe I 1 sob 9 1 4w 4� . . .... ..... .... .... . . TYPICAL UNIT A • �, 6 ,Aj S,A-PF t,, A, Y TYMCAL UMr PLANT OPTIONS KEY PT ST7E SPACING li Udopc==ad'Evergrcea Giant' lgal 12"o.c. Ophiopapn japdhkas/Mondo grass Igal 12"o.c. ;.; Rheo spatl.acea dicolcr/Dwarf Rhea, Igal 18"o.c. Setcressea pailida/Anple Queen- lgal 18"o.c. 8 ' Allamanda nerifoliaMush AIlamanda lgal IS"o.c. Aspargus 0*MnVn'IAspargus fern lgal 18"o.c. Bougai v'Mca dwarf IpI 18"o.c. Jasminum volubilelWax jasmine Igai 18"o.c. Y C udgc . $i'biscus sp.Mibiscus 3gal 3'o.c. Ixora'Nora Grant' 3gal 3'o.c. Podomgnm/Mald Yew 3gal To.c. Psychotria babamen WWiId Coffee 3ga1 3' o.c. D yj= Allaznanda•cathartica/AUamanda vine 3gal Tecomaria capensis/Cape Honeysuckle 3gal Ttwnbergia gmndiflora/Sky Flower 3gal E Small Palm Cbamaedora seifriziReed Palm 7gal •• .•• Cocothrinax mimpama 7gal '..' Rhapis excelsa/I.ady Palm 7gal '•••.• ••..•• •••• F Accent . . .... .... Alpinia slxciosa/Varigated Ginger 7gal 0 •• • Cordlyne tenninalis sp/Hawian Ti 7gal : •.:• Crinum asiatimmvCrinum Lily 7ea1 • . . .... ...... Zamia furfuraces?Cardboard Palm 7gal •• .• G P.a1mq . .... ...... Carpentaria acuminata 12'-14 •'•••• •••• • . . .... ..... Prychosperma elegans • 12'-14' .... .... Wodyetia bifurcata 12'-14' ' 4 \ \ D ATER A.:D_.SEWER_D.EPAR%MENT r �•� P.O.Box 330316,Miar:i, :lorida 33?33-0316•3575 S.LeJeune Road•Tel:305-665-7:71 • Fax:305-669-7774 SERVE-CONSERVE y EXPIRES 0 C�► il�'N F`ORlk1 �1T EAR FROM DATE OF FORM ATLAS PAGE: M-19 PSF INV#: INV#: DATE:January 18,2000 NAME OF OWNER: SHAW PROPERTIES(PARKSIDE VILLAGE) (''p OPERTY ADDRESS: 5711 SW 85 ST;5701 SW 85 ST; 0 S) SrT TYPE OF US_AGE\NUMBER OF 3 SINGLE FAMILY RESIDENCES UNITS. PROPERTY LEGAL: LOT 1 B 1; LOT 2 B P'�O•P' '0T°I ErS• THIS IS TO CERTIFY THAT THE MIAMI-DADE'WATER AND SEWER DEPARTMENTL S WILL, AVE A(N)--i 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 DEVELOPER3,R GREEMENT WITH THE DEPARTMENT, ID # 14507) SUBJECT TO PROHIBITIONS OR RESTRICTIONS ZGOVE ENTAL. GENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. SERVE • CONSERVE / QQ BY: /DiY1 A} pC CO y2i2 Nai) �-l.y1rrw.b SIGNS 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 Lim 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 F 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 1y50 • GALLONS PER DAY. •0000• SERVE CONSERVE • • . . 0000. . •�• • BY: •� SIGN RE OF REPRESENTATIVE AUTIIORIJED STAMP •••• 0. ' •.BiJ.S it.J NEW BUSINESS COMMENTS: DERM LETER DATED JANUARY 12 2000 #2000011211503670 0 •0• •• /� /A •• 0000.. PLANS REVIEW COMMENTS: .••••0 X000 0. 0 • 00.0 • CUSTOMER: DON GINSBURG 0 ---"--• REP: Queen Booker,New 8uquss Rem•0 0.00 •••••: PHONE: 305 662-1421 PHONE: 305-669-7701 ; 0 j' • FAX: 305-669-7699 '00,•• •��'0 0000• 0000 • • • • 0000.' i'`Fage 1 of• IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIII . 2 MIAMI-DADE COUNTY, FLORIDA 2000011211503670 MIAMI-0ADE PAW E I S Sued Date: 12—JAN-.2 0 0 0 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: - = -, W Wem Mr, atmen and a sm scion Capacity Certi -icaTt.1 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 . . .. ...... Y • • • • DERM has evaluated your request in accordance witri. t};2 term$•••• and.••••• conditions set forth in Paragraph 16 C of the First Partial QQnsent:....: Decree (CASE NO. 93-1109 CIV-MORENO) between the U1aited Seatas of: : America and Metropolitan Dade County. DERM hereby:cer-Lifies..that....e i adequate treatment and transmission capacity, as herean•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. • I IIII II III II III II III II III II III II III it III II III II III II III II III II III II III II III II III II III I IIII Page. 2 of 2 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 rite E. Arrebola, P.E. Chi f, Water & Sewer Division Attache ents (2) cc : Building Official (w/Attachments) Utility Official (w/Project Summary Attachment) •• ••• . .... ...... ...... .... . . .... .... . . Date: 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 ,�'/l su/�SS� 350 2 09-4036-083-0020-- 2 -- 1 _S �.� 350 3 09-4036-083-0030 ' 350 . . . .... .. . •• • •••• •••• • • •• •••••• • • • •••• •••••• • •••• •••••• •••••• •••• • • •••• •••• • • r 01 ?4/2000 . 01:41 _ SOTOLONGO ARCHITECTS + 3056664990 NO 22 D01 f� A GUERRERO/GONZALEZ L; t347- - ENGINEERS, INC: PE. .. r Mlehael C.Q,rerrem, . Meoherdoel Eng.Ur.#16236 . RefaM L 0W=lM P.E. Sear W DO.UL 1111097 l>~ 11420 N.Kendall Of-,SUNS 200 Mleml,Flo6ft 33178 s9&9077 1'd.pos)15964524,FAX(WO) MODEL A FARKSIDE VILLAGE SOUTH MIAMI, FL. .7 RY PER*ABC'C#JA*M,$'N► =, ' J ''i..;`': COOLING LOAD CALCULATIONS: ---------—---------—---N INSULATTnu: CONDITIONS:' WALLS R-4.2 90 FDB/ 79 FWB, OUTSIDE ROOF R-30 hr, rnn. RO-60% RH, INSIDE `,uu"A- %d _ TRANSMISSION': SENSIBLE LATENT WALLS Q-AREA*2AC6TOR CUM . COEFF. ) TDeg) 8629 Q 3 • • 542 DOORS Q=63*8 . 6 ' ' 2379 ROOF Q=1699*1 . 4 • SOLAR: (SINGLE TINTED GLASS) • %06--u A ....-�...�.�......... ._ _ _.. .�_ww1 •• • E Rp w A=295*60 1177 a •••• "'••• N Q=217*22 9611 .... • • S Q=310*31 1836• SESSW 9=36"S1 • INTERNAL HEAT GAIN: DAYLIGHT PEOPLE Q=#PEOPLE*FACTOR 1800 "'••• SEN. Q=6*300 1380 • LAT. Q=6*230 POWER Q=FACTOR (APPL. ) 1200 Q=1200 VENTILATION: Q= {PEOPLE*CFM*T.DIFF. *FACTOR 1458 SEN. Q=6*15*15*1 . 08 Q-#PEOPLE*CFM*HO.DIFF. *FACTOR 3672 LAT. 0=6*15" 50*. 68 DUCT HEAT GAIN: Q=FACTOR(R-6)*D.LG. /100 Q=1 , 4*1500*60/100 1260 TOTALS 57188 5052 GRAND TOTAL (SEN. +LATENT)= 62240 01:24/2000 01:41 SOTOLONGO ARCHITECTS 3056664990 NO.221 1702 r. v HEATING LOAD CALCULATIONS CONDITIONS: 70 FDB, INSIDE HEATING LOAD, KW 47 FDB, OUTSIDE HEATING: • TRANSMISSION: •. •�• '..• ; Q=AREA*FACTOR [U FACT. *TEMP DIFF] GLASS: 0=858*29 24Ek2o S •••� ••••• WALLS: 0 •• •. 0=3319*4 13276 '..• ROOF: 9=1699*. 9 15,29.: ••:•• '• •..... VENTILATION: Q=FACTOR*CFM*T.DIFF, /FACTOR •••••• •••••• —INTERNAL HEAT GAIN (L.P.A. ) • •.•w.• wwwww• •••w• SENSIBLE: •••. Q=1 . 08*2800*. 4*23-(4300) 23521 HUM LOAD Q=FACTOR*SHD*CFM Q=. 67*10*2800* . 4 7504 DUCT HEAT LOSS Q=1 . 4*1500*60/100 1260 TOTAL 53712 OR 16 KW EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS . USE 2-3 . 5 TON A/C UNITS (84, 000 BTUH TOTAL/57,400 SEN. ) WITH STRIP HEATERS OF 10 KW EACH x 3052628211 A3 28/1999 14:44 3052628' PAGE 01 F M 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION T Florida Department of Community.Affairs r r-�::► tlr�'"1r° • `'° '' '" r. nee Mret�li�oc3 A-*W Res�i:d.entlal�Wh:o' •IeY°�B�uildin.g:_Perfo °ma.� �' Project Name: MODEL A PARKSIDE VILLAGE LOT 4 Builder: WESTWAY Address: PARKSIDE VILLAGE LOT 1! Permitting Office: SOUTH MIAMI City, State: SOUTH MIAMI, FL Permit Number: Owner: WESTWAY LTD. Jurisdiction Number: 233300 Climate Zone: South 1. New construction or existing New _ 12. Cooling systems t 2, Single family or multi-family Single family - a. Central Unit Cap;42.0 kBtu/hr _ 3. Number of units,if multi-family I - SFER: 12.40 _ 4. Number of Bedrooms 5 b. Central Unit Cap;42.0 kBtu/hr SEER: 12.40 i 5. is this a worst case? Yes - - 6.. Conditioned floor area(ft') 3394 ft' c. N/A 7. Glass area&type - •- 0.0 W _ 13. Heating systems • • a. Cleat-single pane •••••• • • • b. Clear-'double pane 0.0 ft' a. Electric Strip : i : Cap;14,Q kr3tu/hr'•,� c. Tintlother SC/SHGC-single pane 858.0 ft' •••••• •••�flt°: 1.00 .�• d.Tint/ethar SC/SUCC-double pano 0.0 it' b. Electric Strip Cap:34.Q kBtu/hr: 8. Floor types . . ..%op: 1.00'.x• ' a. Slab-On-Grade Edge Insulation R=0.0,235.0(p)ft - c. N/A �'.• •- b. NIA - C. N/A 14. Hot water systems • : •••• •••• • 9. Well types - a. Electric Resistance •••. Cap:$Q.Q$altons _• a. Concrete,Int Insul,Exterior R=4.2,3169.0 ' _ ..•• EF:0.89....�. ft b. Concrete,Int Insul,Adjacent R=4.2, 150.0 W - b. NIA •. •• c. N/A ,� • ••••.• �•_•• N/A - c. Conservation credits •..... •••• d • • .•.. (HR-Rica[recovery,Solar • • •"", e. N/A • 10. Ceiling types _ DHP-Dedicated heat pump) •••• "" : : ia. Under Attic R=30.0, 1699.0 ft' - 15. IIVAC credits b. N/A - (CF-Ceiling fan,CV-Cross ventilation, •� f c N/A HF-Whole house fan, It. Ducts PT-Programmable'rhermostat, i a. Sup:Unc. Rct:Con. AH:Interior Sup.R=6.0,32.0 ft - RB-Attic radiant barrier, b. Sup:Con. Ret:Unc. A14:Interior Sup.R-6.0,32.0 R MZ-C•Multizone cooling, MZ-H-Multizone heating) -----~-- -�-' Total as-built points: 43205.00 PASS Glass/Floor Area: 0.25 Total base points: 51232.00 -'� t'h'ereby certify that the plans and specifications covered Review of the plans and o��>se sr9rF by this calculation are in complianc with tht,Florida specifications covered by this oW, 1 calculation indicates compliance � J Energy Code. S 2 with the Florida Energy Code, uur . ;eta � �. PREPARED BY: Before construction is completed DATE: this building will be inspected for 1 hereby certify that this building, as d Igned, is irb compliance with Section 553.9013 r�.GO0W 4u 8 0 Florida Statutes. w13 compliance with the Florida Ene ode. i �1WNER/AGENT: BUILDING OFFICIAL: GATE: ®Q DATE: -- EnergyGaugeO(Version: FLRCNA-200) PT . %05/28/1999 14:44 3052628211 PAGE 02 1 - ,.J UPORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE LOT 10, SOUTH MIAMI,FL, PERMIT#' BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points !8 3394.0 53.20 32602.6 Single,SC=0.70 W 2.0 3.0 15.0 44.19 0.68 439.8 Single,SC=0.70 W 7.0 17.0 46,0 44.19 0.61 1639.4 Single,SC=0.70 W 7.0 9.0 48.0 44.19 0.62 1316.3 Single,SC=0.70 W 7.0 7.0 30.0 44.19 0.56 745.3 Single,SC=0.70 W 5.0 9.0 48.0 44.19 0.72 1517.9 Single,50=0.70 W 6.0 16.0 30.0 44.19 0.83 1095. Single,SC=0.70 E 2.0 18.0 54.0 • 4911 0.99 2'6619 Single,SC=0.70 E 2,0 6.0 60.0 • g9.91 251i,;. Single, SC=0.70 E 910 9.0 80.0 . 49,61 0.".• ?.115.0 Single,SC=0.70 E 2,0 7.0 360 . 49.63 44l ft8•3• Single,SC=0.70 E 9.0 10.0 80.0 : 494 0.5& 2417.3 Single,SC=0.70 NE 2.0 7.0 18.0 • 34+z . 4.90 • 55118 Single,SCs0.70 SE 2.0 7.0 18.0 • 50.39 V.8t1• • '�_•�; Single, SC=0.70 N 2.0 15.0 6.0 .•tt.>r 0.$7•' 127.20 Single,SC=0.70 N 2.0 6.0 30.0 ; 21.43 Vff It8i.$• Single,SC=0.70 N 2.0 3.0 5.0 21.43 0.1 8• :84.E Single,SC=0.70 N 2.0 17.0 30.0 .•i1-;I 9•�•.• X38.1 Single,SC=0.70 N 2.0 15.0 6.0 21.44 0.9.9.0 •1$21• Single,SC=0.70 N 22.0 17.0 15.0 90;143 bA%•• 214.6 Single,SC=0.70 N 41.0 19.0 40.0 • 21.43 0.63 624.4• Single.SC=0.70 N 41.0 7.0 36.0 21,43 0.61 467.5 Single,SC=0.70 S 36,0 17.0 15.0 41.82 0.44 2788 Single, SC=0.70 S 2.0 4.0 18.0 41.82 0.67 506.6 Single,SC=0.70 S 2.0 7.0 30.0 41.82 0.84 1048.0 Single,SC=0.70 S 2.0 17.0 64.0 41.82 0.99 2662.1 As-Bullt Total* 858.0 28508.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points AdaJCent 150.0 1.0 150.0 Concrete, Int In9ul,Exterior 4.2 3169.0 2.28 7225.3 Exterior 3169.0 2.70 8568.3 Concrete,Ink Insul,Adjacent 4.2 150.0 1.1.8 177.0 Base Total: 3319.0 8708.3 As-Built Total: 3319.0 7402.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.60 54.6 Exterior Wood 32.0 9.40 300.8 Exterior 52.0 6.40 332.8 Exterior Wood 20.0 9.40 188.0 Adjacent Wood 21.0 3.110 79.8 Base Total: 73.0 387.4 As-Built Total: 73.0 688.6 EnergyGaugeQD OCA Form 60OA-97 EnergyGaugee/FlaRES'97 FLRCNA-200 r, 05/28/1999 14:44 3052628211 PAGE 03 tiFOF,iV160OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE LOT 10, SOUTH MIAMI, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM. = Points Under Attic 1699.0 0.80 13592 Under Attic 30.0 1699.0 0.80 1359.2 Base Total: 1699.0 1359.2 As-Built Total: 1699.0 1359.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 235.0(p) -20.0 4700.0 Slab-On-Grade Edge Insulation 0.0 235.0(p) -20.00 -4700.0 Raised 0.0 0.00 0.0 Base Total: -4700.0 As-Built Total: •.•.•. -4?o0.b INFILTRATION Area X SSPM = Points Mir X SQU• Points• 3394.0 18.79 63773.3 .3394.Q 1,P.*6 639T3..3. bees •• hummer Base Points: 102028.7 Summer As-Built Points: ;•949'��.7 Total Summer X System = Cooling Total X Cap X Duct X Syst @m k Cre4t. = Coaling: Points Multiplier Points Component Ratio Multiplier Multiplyer .• Multiplier Points 94911.7 0.500 0.949 0.25 1.000 • 12366.6 94911.7 0.500 0.949 0.27.5 1.0000 123616.0 0 102028.7 0.3560 36322.2 94911.7 1.00 0.949 0.275`.•' 1.000..'24771:3 !1 � f '� EnergyGauge r" DCA Form 60OA-97 EnergyGaugeVFIaRE8'97 FLRCNA-200 4 05/28/1999 14:44 3052628211 PAGE 04 w ;NORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE LOT 10,SOUTH MIAMI, FL, PERMIT#: BASE AS-BUILT CLASS TYPES ,18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 3394.0 2.02 1236.8 Single,SC=0.70 W 2.0 3.0 15.0 4.73 1.02 72.1 Single,SC=0.70 W 7.0 17.0 46.0 4.73 1.00 218.1 Single,SC=0.70 W 7.0 9.0 48.0 4.73 1.02 231.7 Single,SC=0.70 W 7.0 7.0 30.0 4.73 1.03 145.6 Single,SC=0.70 W 5.0 9.0 48.0 4.73 1.01 229.3 Single,SC=0.70 W 8.0 16.0 30.0 4.73 1.00 432.!' Single,SC=0.70 E 2.0 18.0 54.0 :•*411 1.01 130.1 Single,SCw0.70 E 2.0 6.0 60.0 6.23 41,03••• 2910.3 Single,SC=0.70 E 9.0 9.0 80.0 • 4.23 1,1.1••• 878.1 Single,SC=0.70 E 2,0 7.0 36.0 • 4.21 J40 1:4.9. Single,SC=0.70 E 9.0 10.0 80.0 ;'.4.2 - 1.100 371.6 Single,SC=0.70 NE 2.0 7.0 18.0 : 4.9 4400 • 88.1 Single,SC=O 70 SE 2.0 7.0 18.0 • 3.88 K.05•• •iB.K• Single,SC=0.70 N 2.0 15.0 6.0 . 301. Single,SC=0.70 N 2.0 0.0 30.0 i 5.07i b 1�Ig.5� Single,50-0.70 N 2.0 3.0 5.0 5.05 0.97*• 24 60 Single,SC=0.70 N 2.0 17.0 30.0 .0 4.00 • '151.1 Single, SC=0.70 N 2.0 15.0 6.0 ; 5.00 1 AN . Q.Z. Single, 30-0.70 N 22.0 17.0 15.0 '..us b.960.' 72.7 Single,SC-0.70 N 41.0 19.0 40.0 • 5.05 0.95 Z93.T• Single,SC=0.70 N 41.0 7.0 36.0 5.05 0.95 472.3 Single,SC=0.70 S 36.0 17.0 15.0 4.06 1.43 87.2 Single,5C=0.70 S 2.0 4.0 18.0 4.06 1.13 82.7 Single,SCZ0.70 S 2.0 7.0 30.0 4.06 1.03 125,7 Single,SC=0.70 S 2.0 17.0 64.0 4.06 0.99 258.3 As-Built Total: 868.0 3972.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 150.0 0.5 75.0 Concrete, Int Insul,Exterior 4.2 3169.0 1.02 3232.4 Exterior 3169.0 0.60 1901.4 Concrete,Int Insul,Adjacent 4.2 150.0 0.44 66.0 Base Total:. 3319.0 1976.4 As-eullt Total: 3319.0 3298.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 1.30 27.3 Exterior Wood 32.0 2.80 89.6 Exterior 52.0 1.80 93.6 Exterior Wood 20.0 2.80 39. Adjacent Wood 21.0 1.30 39.8 9 Base Total: 73.0 120.8 As-Built Total: 73.0 186.6 EnergyGaugeS DCA Form 60OA-97 EnergyGaugeS/FlaRES'97 FLRCNA-200 6! 05/28/1999 14:44 3052628211 PAGE 05 -.FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE LOT 10, SOUTH MIAMI, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points under Attic 1699.0 0.10 169.9 under Attic 3010 1699.0 0.10 169.9 Sage Total: 1599.0 169.9 As-Built Total: 1699.0 169.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 235.0(p) -2.1 -493.5 Slab.on-Grade Edge Insulation 0.0 235.0(p) -2.10 -493.5 F2afsad 0.0 0.00 0.0 Base Total: -493.5 A9-Built Total: x93.6 0000•. INFILTRATION Area X BWPM = Points :Arse:X W 0 0 0••= Points r 0000 .••. 3394.0 -0.06 -203.6 3394.0 -0.06 803.6 . Winter Base Points: 2806.8 Winter As-Built Points'. 00 :-. '• 6929.3 • .. 00.00 Total Winter X System - Heating Total X Cap X Duct X Systpm )t Crggii;•= Hey q ; Points MultipllerT Points Component Ratio Multiplier Multiplier Multiplied Points 6929.3 0.500 0.970 1.000 1.QLV•'. 33(0@r•• 6929.3 0.500 0.970 1.046 1.06a 336b.7 2805.8 1.0900 3059.4 6929.3 1.00 0.970 J AA..: 1.00Y.:- 672•'�.;� . 0000. EnergyGaugaTM DCA Form 600A-97 EnergyGaugaWFlaRES'97 FLRCNA-200 ^ 05/28/1999 14:44 3052628211 PAGE 06 .FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS' PARKSIDE VILLAGE LOT 10, SOUTH MIAMI, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2370.00 11850.0 80.0 0.89 5 1.00 2342.38 1.00 11711.9 AS-Built Total: 11711.9 CODE COMPLIANCE STATUS •' •' BASE A5,8111 LT '....• •... Cooling + Heating + Hot Water = Total Cooling + Heating + %Hot.. Vatet'"= Total•'• Points Points Points Points Points Points ••P#iAts •• Points 36322.2 3059.4 11850.0 51231.7 24771.3 6721.4 '. 11711.9 ;;.4326*49 PASS ...... .... . . . . .... . .... . . ,.TOES • c0p �� „ EnergyGauge""DCA Form 800A-97 EnergyGauge 1FlaRES'97 FLRCNA-200 05/28/1999 14:44 305262821.1 PAGE 07 r Summary Energy Code results Residential Whole Building Performance Method A WESTWAY LTD. Project Title: Class 3 Rating PARKSIDE VILLAGE LOT 10 MODEL A PARKSIDE VILLAGE LOT 10 Registr ti Sou No. 0 SOUTH MIAMI, FL 5/30/99 Building Loads Base As-Built Summer: 1.0203E5 poi tsSummer: 94912 points Winter: 2807 points Winter: 6929,ppints : : : . . •.• •• • Hot Water: 10428 points Hot Water: 1042,8'�iointd;: • :"": . . .... .... Total: 115264 point Total: 1129, oints' . .. ...... Energy Use ... :....: ...... ... . . Base As-Built'....• •... • ..... Cooling: 36322 points Cooling: 24771 points I Heating: 3059 points Heating: 6721 points Hot Water: 11850 points Hot Water: 11712 points Total: 51232 points Total: 43205 points PASS e-Ratio: 0.84 EnergyGauge®(Version. FLRCNA'200) 05/28/1999 14:44 3052628211 PAGE 08 FORM 60OA-97 r Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PARKSIDE VILLAGE LOT 10, SOUTH MIAMI, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors_- 605,1ABC.1.1_ Maxlmum;.3 cfmNg-ft_window areal§cfm/sgft.door area. _................ ....._ Exterior&Adjacent Wallt 606.1.ABCA Z I Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall 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 from and is sealed to,the foundation to the to late._—.__— —.._.._-._._. _...._.._.... ............ — ___--- -- --- '- Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint mgmbere. I EXCEPTION;Frame floors where a continuous infiltration barrier is installed that is sealed / to the perimeter enetrations and.seams. _.--__,—.—_-.—_..._- _— ✓._............_ Ceilings l 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor; around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps In gyp board&top piste; • • attic access. EXCEPTION:Frame ceilings where a continuous infiftlIon barrier is . Installed that is sealed at the perimeter,aqenetrations ands amp_• •••' ' ' Recessed lighting Fixtures e06.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC•rafbd, InstaltN Ab'ide a sealed box with 1/2"clearance&3"from insulation;or Type It rated with<2.00tm from conditioned space,tested. •• • _._ Multi,story Houses_ __ 60_0A ABC.1.2.5 AI►barrier on erimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion spa%heaters comply*IttLNFPA, V1.- have combustion air,----..—...._.�...--- �...�.—.._—...�......._.__.... •-•..... 00: 6A•22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residencis. • COMPONENTS _�„•.__ SECTION REQUIREMENTS • •••• (d[M!<EK Water Heaters 812.1 Comply with efficiency requirements in Table 6-12. Switch or alearlybmarked cirewt• • • • ••• breaker electric or cutoff as)_must be provided.External oral-irt�Mleat tra i�g0�red. • Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).tldMEommeroldt QEdla must have a pump timer.Gas spa&pool heaters must have 0 minimum thermal efficienC�f 78°�. •. . -....•.lIIYYY Shower heads �61 612;1 _ Water flow must be restricted to_no more than 2.5 gallons per minute at 80Air Distribution Systems 0.1 All ducts,fittings,mechanical equipment and plenum Chambers shalt be mechanically / attached,seated,Insulated,and installed in accordance With the criteria of Section 610. Ducts in unconditioned attics:R-6 min_insulation. _ _ _ _ ------_ - HVAC Controls _ __ ___ _ 6_07.1 Se grate readily 8CCessible manual or automatic thermostat or each e s em. Insulation 604.1,602.1 Ceilings-Min.R-19.Common wails-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauger”' DCA Form 600A-97 EnergyGaugeWFIaRES'97 FLRCNA-200 05/28/1999 14:44 3052628211 PAGE 09 r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.8 The higher the score,the more efficient the home. WESTWAY LTD., PARKSIDE VILLAGE LOT 10, SOUTH MIAMI, FL, I, New construction or existing New 12. Cooling,systems Single famil a. Central Unit Cap:42.0 kBtu/hr _ ' 2. Single family or multi-family g y — SEER: 12.40 _ 1 Number of unit-s,if multi-family 1 5 b. Central Unit Cap:42.0 kBtuflv — :1. Number of Bedrooms –~ SEER: 12.40 S. is this a worst case? yes — t.. Conditioned floor area(W) 3394 ft= c. N/A Glass area&type — il. Clear-single pane 0.0 ft' l3. Heating systems • • 0 ••••• Cep:34.0 kBtu/h; .0 ft' a. Electric Strip b. Clear-double pane — �;pp; 1,00 l'inVotlier SC/SHCiC-doable pane • • • c.Tint/other SC/SHGC-single pane 858.0 ft, • ' ' '6 `L • 0.0 ft' b. Electric Strip '..'.' C4:jJ.pkBtu/hr d, •�L3p: 1 011; ,– � S. Floor types • • ' • • "" '�' a. Slab-On-Grade Edge Insulation R-0,0,235.0(p)ft — c. N/,4 •. • b. N/A — • ' ' c. N/A 14. Slot water systems 9. Wall types a. Electric Resistance • Cep:80!0 gallons••0•:• R=4.2,3169.0 ft' •••• 9••�P:0.89 !• a. Concrete,Int Insul,Exterior — • • • • 6666 6666•• b. Concrete,lnt Insul,Adjacent R=4.2, 150.0 ft= — b. N/A . 0 — c. N/A – • 606• d. N/A :•i••i — c. Conservation credits • • • -- • (HR-Heat recovery,Solar ;'"'; 6 6" • • c. N/A • • 6609 666.6 _ DHP-Dedicated heat pump) I.U. Coiling . • • • • g t YP es 6690 6006 • a. Under Attic R=30.0, 1699.0 W — 15. IIVAC credits • h.N/A — (CF-Ceiling fan,CV-Cross ventilation, 6 c. N/A HF-Whole:house fan, 1 1. Ducts — PT-Programmable Thermostat, it. Sup;Unc. Rct:Con. AH:Interior Sup.R=6.0,32.0 fl R.B-Attic radiant barrier, b. Sup:Con. Ret:Unc. AR Interior Sup.R=6.0,32.0 fl MZ-C-Multiaone cooling, MZ-H•Multitone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) oF't Sr4p� in this home before final inspection.Otherwise,a new EPL Display Card will be completed a' A 0 based on installed Code compliant features. !«< - Builder Signature: Date: * 4 /FL G Address of New Home: City/FL_ _ �' Zip: OD WS "NOTE: The home's estimated energy performance score is only available through the FLAIRES compurer program. 7hls is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EP.4/DOE EnergyStarr'�designation), ' your home may gualifv for energy efficiency mortgage(EEW) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407,/638-1492 or see the Energy Gauge web site at wlvw fsec.ucf.edu for 4il/brination and a list of certified.Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO(Version:FLRCNA-200) GUERRERO/GONZALEZ • ENGINEERS, INC. Michael C.Guerrero,P.E. v Mechanical Eng.Uc.#15235 Rafael L Gonzalez,P.E. Electrical Eng.Uc.#11057 11420 N.Kendall Dr.,Suite 200 Miami,Florida 33176 Tel.(305)595-8525,FAX(305)596-9077 MODEL A PARKSIDE VILLAGE SOUTH MIAMI, FL. COOLING LOAD CALCULATIONS : SUMMARY PER ACCA MANUAL "J" ---------------------------------------------------------------- ` CONDITIONS : INSULATION: 90 FDB, 79 .FWB, OUTSIDE WALLS R-4. 2 75 FDB, 50-60% RH, INSIDE ROOF R-30 TRANSMISSION': COOLING LOAD, BTUH SENSIBLE LATENT WALLS Q=AREA*FACTOR [U(TH. COEFF . )*TDeq] -------- ------- Q=3319*2 . 6 8629 DOORS Q=63*8 . 6 543.000 • . 0000 .. ROOF Q=1699*1 . 4 23 •• 000'0• 79•• w • 0000 SOLAR: (SINGLE TINTED GLASS ) •• • 0000 ••0 ••• •• GLASS Q=AREA*FACTOR [OSF*SH.COEFF] • •0 ...... E & W Q=295*60 17700.••0 •••• •• N Q=217*22 477: : ••o• ••••s• S Q=310*31 961N •0 SE&SW Q=36*51 1836 i INTERNAL HEAT GAIN: 0000•• 0000 • DAYLIGHT • • •••• 00••0 • ..... PEOPLE Q=#PEOPLE*FACTOR SEN. Q=6*300 1800 LAT. Q=6*230 1380 POWER Q=FACTOR (APPL. ) Q=1200 1200 VENTILATION: Q=#PEOPLE*CFM*T.DIFF . *FACTOR SEN. Q=6*1 5*15*1 . 08 1458 Q=#PEOPLE*CFM*HU.DIFF . *FACTOR LAT. Q=6*15*50* . 68 3672 DUCT HEAT GAIN: Q=FACTOR(R-6)*D.LG. /100 Q=1 . 4*1500*60/100 1260 TOTALS 57188 5052 GRAND TOTAL (SEN. +LATENT)= 62240 f HEATING LOAD .CALCULATIONS ---------------------------------------------------------------- CONDITIONS : 70 FDB, INSIDE HEATING LOAD, KW 47 FDB, OUTSIDE HEATING: TRANSMISSION: '• ' ' Q=AREA*FACTOR (U FACT. *TEMP DIFF] .... '..' ; GLASS : • Q=858*29 24882 WALLS : Q=3319*4 1376. • ROOF: Q=1 699* . 9 1 529 ••'� ��•• VENTILATION: •��• '�•� �• Q=FACTOR*CFM*T.DIFF. /FACTOR �•�� •�•��• -INTERNAL HEAT GAIN . (L. P.A. ) .... ...... SENSIBLE : ...... �....' Q=1 . 08*2800* . 4*23-( 4300) 235:21 .... ..... 00 6990 . . HUM LOAD Q=FACTOR*SHD*CFM 0 "•"� Q= . 67*10*2800*. 4 7504 DUCT HEAT LOSS Q=1 . 4*1500*60/100 1260 TOTAL 53712 OR 1.6 KW EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS . USE 2-3 . 5 TON A/C UNITS (84, 000 BTUH TOTAL/5'1,400 SEN. )- WITH STRIP HEATERS OF 10 KW EACH R JOB RAF-K-S f D I5 V 11-uAs , M O J)s- DE LOS REYES ENGINEERING SHEET NO. I n OF 7 S.W. 47th St. MIAMI, FLORIDA 33155 CALCULATED BY r)YLl` DATE a 0-0 . (305) 665-2778 CHECKED BY DATE SCALE I t ] 4 5 6 6 ! 2 J A S 6 ) 6 a 5 6 ! 6 ................. ...... _ ti _ IN ..... .................: :...... . ....... .......... .............. fw .....:.....'. ..... ...... ...... ... .. .. .. ....... .............. 7 ... �.. .... .. . :..... . .A�::G�.:::::. .�. . �:: :M:.:I:��:;.::QES;I.6;N 5'r�:uc�tz-c- . ...: .:..... .. ............ ,Psi j:: ::3 i ;.... 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I:.7 ) 7 r;A'.s. 414� �� '' e:.,3��'S�•� ---- .-- --------- I Jr.' SAD N jtCjA-' 'n'M FAR• C►iJ f 6 C HU PD Z �4)'�o.40(40) �)�9.3�)(9a) :6)�1.�a)�►��7.SS)k8.��•�)(lb 1 + 2Ati ` (4)l?0(�)It�J): 7 �� L o K . GAG^ rr�rr-•• SHEET NO. OF DE LOS REYES ENGINEERING J� 7344 S.W. 48th St. Suite #104 CALCULATED BY /'� ' DATE MIAMI, FLORIDA 33155 (305) 665-2778 CHECKED BY DATE SCALE F-T6) • 5 k)('r°Qr 01-0 is, Tom• cow. 16.SS)�ge-} 1'20) f� �� (I�19go11 14� � 2 �6 4 �� -F I•S.¢z-(6•S��(7 5 --4.0 Y Z0-5 c r>u • c nv • .. . .... .... 4 s t • . • �qQ• •• •. .(1-(pprl. . . .... ..... . . . . ...... .... . �� , asp � �,�..g •��;., ..... ?P00T1 a 4, 2 9--5 - c�n� 2 2 p-5 0-c. t 6j • 3 r.._--.� --g o X"`3—�;x � gyp" rT• ' T., `cr' 14 4-Ba rr 1� 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 GAR ,.GE:. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROP'EF.TTES* 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 loc::::::i. code • • *RESULTS* i• i •••• •••• B 16 inches PTOT 1746 plf BARS AND SPACING • • • B2 12 EXT 2418 • • • Q psf 3 # 5 #0 @ 0 • • •• •••••• B3 0 QINT 200 psf •••• •••• •• End of MONOFOOT r `� �• •• • • • •••• ••••• Elapsed Time: 0 min 0 sec • • • • • • •••• •••• • • 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 FTG. AT FRONT ENTRY WALL. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPERTIES* BMIN 20.00 inches WD 2351 .0 plf QA 3000.0 n, BMAX 24.00 WL 927.0 plf FC 2.5 WID 8.00 " UD .0 psf FY 60.0 k:;i 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 0000•• • • • • • • 0000 •• • *RESULTS* •• • 0000 0000 • 0000 • • B 20 inches PTOT 3866 plf BARS AND SPACIN • • ••�• •••••• B2 8 QEXT 2971 psf 2 # 5 #4 @ Ic •• • B3 71 QINT 1667 psf ••• •• • N •• 0000•• End of MONOFOOT p•a} •••• • • • 0000 0000•• • Elapsed Time: 0 min 0 sec � 0000 000000• • • • 0000•• w••• • • • • 0000 06.00 0000 0000 • • • • 000•0• k r s ST ATE n , 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 j JOB: PARKSIDE VILLAGE. I-MM SIDE WALL FTG. *GEOMETRIC DATA* *LOAD DATA* *MATERIAL PROPS-PTIES* 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* •• • •••• •es• B 20 inches PTOT 2530 plf BARS AND SPACING; • • • B2 12 QEXT 2976 psf 3 # 5 #4 @ 18 G•• i • • B3 18 QINT 60 psf N ••i •• • [;4:- ' :End of MONOFOOT 6 •oe Goes ••� • • • • Elapsed Time: 0 min 0 sec • ••0000• **so: •Gee •oee • • 1 f � . s J / v ,Y �. 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 k:.,j. 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 • • i • • Elapsed Time: 0 min 0 sec =_- • • • • ;T �T .: QF jr .. INTRASOFT MONOFOOT - Monolithic Slab Footing Design 0 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 off JOB: PARKSIDE VILLAGE. PAo8ffr 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 . ::;.i 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 18.01) inches *RESULTS* •••••• B 20 inches PTOT 3281 plf BARS AND SPACI\C. •••• •••• B2 12 QEXT 2974 psf 3 # 5 #4 @ 'IFS •• • •••• •••• B3 47 QINT 962 psf • •••• • • • • •••• •••• �� • • End of MONOFOOT � • 4 �'. • •• • Elapsed Time:. 0 min 0 sec X `o • ••�• ••••�• • • •••• •••••• • • •••• ••••• •••• •••• • • •" d ) . 351 } , J zT A" �e �,till- JOB Qt�>� S11i� VI�P,tiC� � r1oDF��A DE LOS REYES ENGINEERING SHEET NO. 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'I�4 OF 7184 S.W. 47th St. // MIAMI, FLORIDA 33155 cALCULATeDBY DATE ! q/ (305) 665-2778 CHECKED BY DATE SCALE 'I've v W ► S-36P -ro P14 p o(I-bG h pegPg► l c o Van•. rro 5 ,o* w I o r* �.8 S -04) (o-1) — i.4(_o. ) _ 9 9 Par- V4 --No-'j awa P-� —� dt9'pa�. 2ND �+�N (3 9•9 fi 1,L Z I�a I- 9.4 Ll (sq) 2 27/7 `1L t-pJCS LC,NCI'1� ':P- W QS�^-� r- l�M°rl�-+� o 10 -IL4!- ►� a- w yr . 8c+ +- 3a.5 Imo• s� Sld�Pm. G0? � �asrpoN z 244i,)G�� . • ... r•.3 3 Iii `A-ar M • .... Ids C A-r-I oe r . 3 68 l:-Ids W i r'p ��ry�.•� 'I'.o. c.o r��c.c�o,.) � a 2H J°laV /g L' . ... ............ ... C• �^ F:..: J /1 r��- P1�Psp.�};�L;�n. S ►aE,an, (�Psc.n�� . 2�ancd 3 �o$l�. ,� C PRODUCT 207 • F FLEXURE 2.1-Coefficients for design of rectangular beams with tension 4- L reinforcement only, fc' = 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 01" � M" � b`{ c/d= 1.18(w/R,) R �M" = K"F, ft-kips cc a/d= (3,(c/d) E n_N�_A °where K" _ �j'w j" d _ Ind a = 0.85 2.1 jy w = p-, � = 0.90, T j = 1 - (a/2d) j. = 1 - 0.59w and F = bdZ/12,000 (from FLEX- - URE 6) Also (�M" = A,da"(A, in sq in.) where a" _ (�jy j"/12,000 3000 l Ir=40.000 j.=50.000 j.=60,000 w K„ p• a^ P• a" P• a" c1d al d j, 0.020 53 0.0015 2.96 0.0012 3.71 0.0010 4.45 0.028 0.024 0.988 0.030 80 0.0023 2.95 0.0018 3.68 0.0015 4.42 0.042 0.035 0.982 0.040 105 0.0030 2.93 0.0024 3.66 0.0020 4.39 0.056 0.047 0.976 0.050 131 0.0038 2.91 0.0030 3.64 0.0025 4.37 0.069 0.059 0.971 0.060 156 0.0045 2.89 0.0036 3.62 0.0030 4.34 0.083 0.071 0.965 0.070 . 181 0.0053 2.88 0.0042 3.60 0.0035 4.31 0.097 0.083 0.959 0.080 206 0.0060 2.86 0.0048 3.57 0.0040 4.29 0.111 0.094 0.953 0.090 230 0.0068 2.84 0.0054 3.55 0.0045 4.26 0.125 0.106 0.947 0.100 254 0.0075 2.82 0.0060 3.53 0.0050 4.23 0.139 0.118 0.941 0.110 278 0.0083 2.81 0.0066 3.51 0.0055 4.21 0.153 0.130 0.935 •• ••• 0.120 301 0.0090 2.79 0.0072 3.48 0.0060 4.18 0.167 • • • l 0.130 324 0.0098 2.77 i 0.�42i 0.92 -•• •• • 0.0078 3.46 0.0065 4.15 0.180 0*4t5j* 0.1210000 0060 0.140 347 0.0105 2.75 0.0084 3.44 0.0070 4.13 0.194 0.165 0.917*6.0 0.150 369 0.0113 2.73 0.0090 3.42 0.0075 4.10 0.208 * 0.177 0.160 391 0.0120 2.72 0.0096 3.40 0.0080 4.08 0.222 :,,0.189 0.912• 000000 .189 0.912-* 0.170 413 0.0128 2.70 0.0102 3.37 0.0085 4.05 .0.236 i 0.201 0.9r • 0.180 434 0.0135 2.68 0.0108 3.35 0.0090 4.02 0.250 0.212 0.804 ••• ••**-• 0.190 455 0.0143 2.66 0.0114 3.33 0.0095 4.00 0.264 0.2J4. 0.888 . 0.200 476 0.0150 2.65 0.0120 3.31 - 0.0100 3.97 0.278 •�.2 6 • 0.88 • • 0.210 497 0.0158 2.63. 0.0126 3.29 0.0105 3.94 0.292 0.248 : 0.876000 *-••• 0220 517 • • 0.0165 2.61 0.0132 3.26 0.0110 3.92 0.305 •0.260 0.87 *.•. ****•• 0.230 537 0.0173 2.59 0.0138 3.24 • 0.240 556 0.0180 2.58. 0.0115 3.89 0.319 0427•l•• 0.864000" - * 0.0144 3.22 0.0120 3.86 0.333 00283 • 0.858 0*6 ••••6 0.250 575 0.0188 2.56 0.0150 3.20 0.0125 3.84. :0'295 * 0 • • • 0.260 594 0.0195 2.54 0.0156 3.17 0.0130 3.81 0.361 d.1 ** 0.847 09000••• • • 0.270 613 0.0203 2.52 0.0162 3.15 0.0135 3.78 0.375 0.319 0 0.280 631 0.0210 2.50 .841 0.0168 3.13 0.0140 3.76 0.389 0.330 0.835 0.290 649 0.0218 2.49 0.0174 3.11 0.0145 3.73 0.403 0.342 0.829 0.300 667 0.0225 2.47 0.0180 3.09 0.0150 3.70 0.416 0.354 0.823 0.310 684 0.0233 2.45 0.0186 3.06 0.0155 3.68 0.430 0.366 0.817 0.320 701 0.0240 2.43 0.0192 3.04 0.0160 3.65 0.444 0.378 0.811 0.458 0.389 0.805 0.330 718 0.0248 2.42 0.0198 3.02 .,� 0.340 734 0.0255 2.40 0.0204 300 0.472 0.401 0.799 0.350 750 0.0263 2.38 0.360 766 0.0270 2.36 0.486 0.413 0.794 0.370 781 0.0278 2.35 0.500 0.425 0.788 0.514 0.437 0.782 PT 0.0278 0.0206 0.0160 *Values of p above light rule are less than pm;,,; pm� 2001f,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 Y. .0 Table 8.2A Bolt Design Values (Z) for Single Shear (two member) Connectionsi,2 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 u Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir Larch (N) Douglas-Fir (S) c „ o o Southern Pine E o B 0 w Hem-Fir(N) Ln U A tm t, D Z 1 Z..L Z Z1 ZII Zsr Z�, Z1 ZII Z,1 Z I Z1 ZII Z.l Z Zl ZII Z, Z., Z1 in. in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. Ibs. lbs. lbs. lbs. lbs. lbs. lbs. 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 :9.10. "560",500, . 370 660. ., '400 400 280 600 360 '360 240;; 59.0. .350'.;;,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 7/8 1,130;;660 _:;660 446 930 520 520.:,'330 850 .470:: :470.j'M .:.,830.. 460 :460•: ;280. 780;:.420;.. 420. 250. 1 1290 740 740- 470 1060 580 580 350 970 530 530 310 950 510 510 300 890 480 480 280 1/2 770 480 540 440 660 400 420 350 610 370 370 310 610 360 360 300 580 340 330 270 197p�,,`66 m52 0 ;: 930...:: 560 .490,..;390: • 850 :520:: ;.430;-:;340; ; 830``..: .520.'.';;'420;. >330 780 . `470.. :.39U. 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; 1300. '`.720 620 `'470•. 1190 ..:630.'.:''550:' :'°41.0; '11:70= :600 =540':'?`390.`; ]090 550: '1500, 360 1 1820 1020 870 660 1490 770 680 490 1360 680 610 440 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. :.:'660'.':„710• 590 940. 560 550''::;460 :880 '5-20'-,.'.480 ;;:%300. ;`880'';' 520,:'':'470 "`390:; 830 470' `440 . 350 3 1-1/2 3/4 1450 890 800 670 1270 660 620 500 1190 590 550 440 1170 560 530 420 1090 520 500 390 7/8 `'1860, 060'.' 190. 720 1520 720 690. '550' 1390 630 :6!O'.''480. 600::r 590' '460' 1280: 550 340 420 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 ""460:" :';870: 520 530,•�Sj1 .830 470 490 410► • • • • 1-1/2 3/4 1450 890 900 770 1270 660 690 580 1200 590 610 510 1190 560 590 49D Z 140 5W.9 450•• � 7/8 1890 960 990 830 1680 720 770 630 1590 630 680 550 1570 600 650••5^ ?470 SSQ..A 6d0 480 •. 3-1/2 1 2410 1020 1080 890 2010 770 830 670 1830 680 740 590 1790 650 710 560 1680 600,,60 520: • 1/2 830 590 590 530 750 520 520 460 720 490 490 430 710 480 480 420 •690 460..460 410 518. 1290 880 :.880. 780 1170 780 780:; 650 1120 700,;; 700 560 'I-110 690 . 690.;x$0 $)M 650 .4650 5000 3-1/2 3/4 1860 1190 1190 950 1690 960 960 710 1610 870 870 630 1600 850 850 600 C540 WQ 800 560 7/8 .2540. 1410. 1410 1030 2170''1160 1160.:.%380 1970 .1060: 1060 680' 1040::1040.":1040''x':656 1810: *0:.q8a 590••..•. 1 3020 1670 1670 1100 2480 1360 1360 820 2260 1230 1230 720 2210 1190 1190 690 2070 1110•LWQ 640 •• 5/8 1070 660 760 590 940 ,560 640 500 880 520 590 460 870 520 590 .450 230 . 446••560 43000*••• 1/2 3/4 1450 890. 990 ::.780 1276 ,•660. .840 `•;660, 1200`.;:590;:::750 590.:' 1190..;:560.. :::7,20>:,,'560: 40-.;:.`:.:520 H,!670.:•520 99.99. . ...,,_,............,..:,,..... . 7/8 1890 960 1210 960 1680 720 930 720 1590 630 820 630 1570 600 790 •600 1520 5506•9780 550•••••• 4-1/2 1.` :.2410':10207?: 263"0"': • • 1310 :1020 2150 :=.770 1000:::=770: 2050 680,.' .890 '.'680 650 860"' 30: 64 406 '600• • 5/8 1290 880 880 780 1170 780 780 680 1120 700 730 630 1110 690 720 •620 1070 6501.690 580•• 3-1/2 3/4' 1860' 1190` 1240'" 1'080. 1690;"060. 1000'`' 830. 1610 870:'1000: 730`. 160Q`:?850"'980"' 3A0 00� 9i6 •••• 9999.. 4140 - 8 . 640 . • 9999 ...•:.,. . . ... 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,:,`1$3Q.`:.1276 2870::'1390: 1440'.. -950.• 2610 :;:1290,; 1290:::840;256Q? '1260 ;1;2SO 2400.?''121U: ;1:170',:.::750.• 9999.. ,. ......... , 5/8 1070 660 760 590 940 560 640 500 880 520 590 460 870 520 590 450 830 470 560 430 -1/2 3/4' .1450" 890-,`;;990 780 1270.,:? 660 850 .. 660=. .1200. 590 1140" "520" ;.:`'520' . . ...... .. 7/8 1890 960 1260 960 1680 720 1090 720 1590 630 980 630 1570 600 940 600 l520--__5.-5_`O--: 520 550 860 550 5-1/2 1 2410:::;1020;':;1560. 1020: ,2150 ;770 1190.'.=;:770..2050.;'.680:;'.1060: G$0' 12Q30 '650 '1010 ',.:'650'. 193000'. "=, 5/8 1290 880 880 780 1170 780 780 680 1120 700 730 630 1110 690 720 V 620 1070 650 ' 690 58800 -..:.<:.. .. ,;::,... ,9999 .. ' `1860;•1'190' 1240.".'1080 ;1690'.',;:'960 109.0:;;850'. 1 610`:='870:'1030:';'780?;1600;`; 850;.10`10:1:`'750';1540;x••;800970 :;710 3-1/2 '3/4 7/8 2540 1410 1640 1260 2300 1160 1410 1020 2190 1060 1260 910 2170 1040 1220 870 2060 980 1130 790 9999 1. 3310 1670 :`:1980: .1470 2870x;•1390 1550'1 100' 2660 :.1290 ,1390. ;9701. 2630:'`1260,.:;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 660 850 660 1200 590 790 590 `1190 560 ...'786<. 560' 1140. 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-:J500' 1620 2150 :'770 :1350:;':;770.` 2050 :6.80:'.1270L' 680 2030:` .650 =1240:;'650 1930 600.''1190 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::1240''1080. 1"690:'::960 :1090. :'.>;850 :1610 .870' 1030 ':-780;:1600;';'850„1010`•:750. 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 3310.1.1670;.:2090,.1470 2870'!'1390: 1830",.1216 .2660 1290 ..1630'•1170' 263Q .:1260:'1570;;'.1080. 2500.•:;1210. 1470..,;1030.; 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. AMERICAN WOOD COUNCIL i Table 8.213 Bolt.Design Values (Z) for Single Shear (two 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 o Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir Larch(N) Douglas-Fir(S) �+ Southern Pine Hem-Fir(N) t, is D ZII Zl ZII Z1 ZII Zl ZII Zl ZII . Zl 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 5/8,.. s '. r..., ;:1i . ..._.....:,._....._...�::: ....::::... . ...:. ::.71..;...`:=':.,._3:350:>'•`.: ._.._:660",:�.�.- :;: 320`?'? 650y�':;;:W,:...,.31.0.°�_.:3:.:>•r/62 `:�:�`r29Q�;:�.::.<, 1-1/2 1/4 3/4 1010 490 860 390 800 360 780 350 740 330 , 400'., ?a 5:: 3QQ�:/.. t: 8'�U�_ 3ZQR�(; 1 1350 580 1140 X480 1060 440 1050 430 990 410 1/2 850 570 780 440" 750 390 750 380 730 350 't.:_,:..:5.. "�•.�".1f70..ir,..lu.atLT�1��:''.i?. t:5,1.iW_:i.°ea3f:.i±W...•.'is.,.l�l�,'.��'::';:F,;`t�01.._:.5�t:�:�7.Y.�::iSt ��Y:'kx�~.'��1�'d'��M3��eli�iif 2-1/2 1/4 3/4 1580 710 1320 550 1210 49.0 1190 480 1120 450 :..:71.8:! 50 ;x?;:"''�r77q;` t 4 �tr;:N::;+ rr, 15 0. 610: ;.1'4' l.r,.l- :.., :. : :�.: r. .�.. :...,• :.,_.. . ,. .... 10 5.40.`;;, 1 2110 830 1760 650 1620 590 1590 560 1500 530 1/2 850 570 780 500 750 450 750 440 730 410 :-;5/8-x,,::•:•M27 ..,r 750'':.y�;1170�; :�.-+,=M8 -n, ... FIN.1. rr:: , . .. .:.....:. :.:�;..._..._:z:::::;::'�:Y:._.....'; .,.,....._-..:__.,,.,.s,._..._0►•::;. ;�.1;„;1;130:.: ;_.,.,�,-310-:'T;��;1!��Y.120;i:�'"�'�'r500;s�%_��4 _1Q 2 Q"' ,+. :�:��?j: 3 1/4 3/4 .1800 830 1560 640 1430 570 1410 550 1330 510 `� 700 1670 '620....: , .._....... ..........._.. .... ... .::.._......,....,:.:..._,"�:._...::<. :::_ 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..;''::;' 1270';;.;' 800 : : 1170...;,,';:;. x670:::,:` •.1130 580: = 1120 1:570'`;.::.;' 1090 •., 3-1/2 1/4 3/4 1800 960 1650 730 1580 650 1570 •(3399.. 1530 580 . . . 7/8 "2420,P?:; 1040: 2120'f`j`_::``;800. : '':1940 .710: 1900.:;:::: "X6804. 1790-T :`;'630: ' •.• 1 2920 1110 2420 850 2210 760 2180 •73 • • 2090 .... 690 .... J 5/8 1270 800 1170 710 1130 660 1120 .660 1090 .... 630 4 1/2 1/4 3/4':;,1:;.;r + ti>S „>. :,:: ..,� 1090•^ .;x:1650 �:k' . ::.- .:,820:v. •��`1570°,. 7/8 2420 1310 2220 1010 2130 880 2110 %59 2050 . 780 1400Y �;260'`''d.. r ur . e;. r� Z. `I070. "2760`'•,•±r 950 `f ^'2740;:;,t 5/8 1270 800 1170 710 1130 660 1120 •660 . 1 e• 630 -e**** 5-1/2 1/4 v a r.,?. rt;is rr••o a - /'4ffr xwrT80Q:33*:+�i109Qs£ ;N,165� ,rd3s x95Q; ;.:'t 1580`.'`, =1..900 �;!r >X57 7/8 2420 1410 2220 1220 2130 1070 2110 M30 20":. 940 ....:. lF��Ka � M140' f'. 00�•r� � g 'e- ,;•,.��, �.r,,�• 1�..>m' ..8�O .i�/��290;as� ;276Qs,;�.,;x�1'1'.SQ •�7... . >. ,.:�� Q� • 5/8 1270 800 1170 710 1130 660 1120 .660 1090•••• 630 see-7- /2 1/4 " 3 9 WNMB 0904 060 7 2 `r .`W1�580U 90a 7. q..,.. . • 7/8 2420 1410 2220 1240 2130 1160 2110 6140 1 2050.... 1090 •.... 1 2 80w IS 0 2760 50 6 4.7 • 3/4 1800 1090 1650 950 1580 900 1570 4880 1530 850 0000* • 9-1/2 1/4 [s{7/8v' _. v2�F2�'''14�.4 " 220. kX24Q' 1130WrL1"6Q �� 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 •.�;:..� ,.� � { ��::;f°°. a�. Lfs.4o_�' �,K•-2z�o�<�::.��:1,4� v,.. 2. 13-1/2 1/4 1 3140 1760 2880 1540 2760 1460 2740 1420 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 diametee'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 . . BOLTS Table 8.2E Bolt Design Values (Z) for Single Shear (two member) ConnectionslA3 for sawn lumber,to concrete 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) d a a � is Southern Pine Hem-Fir(N) tE O U n. is D Z11 Zl in. Z11 Zl Z11 Z1 Z11 Zl Z11 Zl in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 0.500 730 460 660 400 620 370 620 360 600 350 '020_ _... .:. :.;:•sees ::,:. ... ...+:r sees ;�_ti:• _ 8 520`:`':x:`�^°•°880"':Y,.:-:;:520;'x_': �� ;;860��'i;(��'470;,:'':° 1.5 0.750 1380 850 1270 660 1220 580 1210 560 1180 520 ... .. •sees. . . :875 :,.;,• .. :96 4n :1670'':4: �:: >; , .0:- _ 2:.,s..�.k720.,.s ' ..`':1610,;x:=?� _..630-j!. .:.. .:.:. :,.: sees, .,. :_ ;. ._:.,.. sees . .. .�.. ._.::-•., ;s�:s:1600:• �:::.:....600«U�� ':��:15.0 -�•::.� `550:;?.�::; :`;; 1.000 2280 1020 2140 760 2080 780 560 750 510 680 2060 640 1930 600 0.500 730 460 720 450 710 430 6.0 0:625., 'ts �. ;x ; ,'22() . ='7'0.•,.`r.=.'?•]il, w jC x. { i..:f +y. °i_w :,nr.. ...,Z,. ..z;,•,.r. .a .. sees .: •,. ..,._ti: ;... 650.x, .• w:_l:l.'4..0 .t F... .-_ .. ... .. .. ll�...v :,'..��'�.,600-�..°•• �1..13U�N" ,•.S�/ti60�:�..{NJ,. and 2.5 0.750 1760 970 1560 830 1480 780 1460 760 1410 730 greater 0:875 ^2.1.9..0:;;:... 1960',: ;,: Y M r.:':,.;1050 :1870"t;,,• '990,' -1850:>: .: 970 1.000 2670 1470 2420 1280 LL 2310 1120 2290 1080 x: I^ 2220 - 1/0y0�0 0.500 780 560 750 520 730 490 720 490 710 470 0.625 1..220:s 850:; 1170:`.::5::1::::180;::;; ;; ., .: 1..1.40;:<:;::`:°x::710. :,:: 1.1.30.: .:: .700. .:.;1'11.1.0: x:', 3.5 0.750 1760 1150 1680 9504 1640 880 1630 860 1600 820 0.875 °i23.90 1370. ;"22 '':: y;: :', :�;: r 80;;::':::::.1,160:., +.2230 .1070;`. :• 050.' )... 1.000 3120 1620 2850 1390 2700 1300 1 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 SoftwooJs No*lwn Species •• E u ° E n .2 m o (open grain) Spruce-Pine-fi+r %• so****e e e e• see s E A U N Western Cedars ' • :see Z : • w Western W ods • • in. in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. ;lbs.*• 14.••. lbs. •••• tm is D Z�I Z.L Z Z Z�� Zl Z�� i �? Z • 1� 1 0.500 570 330 570 330 530 300 520 .290 510 •• 280 **sees 0.625 830;,. ;<.: 42 r,;:;;,r, a. - • �k:.... : 0' ' 820'; sees,.. ... .:.,.,,,•.,410-Y, 5. `:��' ._ �� . .........:.• : :,,:: 80�:=` ':2�°350:`..:..,: ; _ _... _sees.. _.:.... .... :. :.� .._. sees... +�::.N:?:?0 -. •` 0.�``�::,�^;�:760':r'u��''�32Q.'s��.:-� •• 1.5 0.750 1150 460 1140 450 1090 370 1080 360 1060..s 350 ****so :0875 ''''j' !; t•; .;: x s: -.sr:, 1 :`<. .4 1360:.:::;. ,...>.l(� 330 :c:; PQ :._t .._28A:i : f319,: kx 1.000 18W 540 1760 520 1560 440 1520 .420 1460.... 400 .sees: 0.500 700 400 690 390 670 350 670 4349 s•e 660•••• 330 : . a s .. :see .9,.a a;s5:2�_O0a�M.�/r`i i•:•`+r.:te ti� 0 sr0> . . . - and 2.5 0.750 1350 690 1340 6 a greater o:s7s 1" 580 1250 620 X4 s e e 580 X cl d i� 680 : s•1.000 2150 90 2130 880 2001 20 990 700 1960 0.500 700 460 690 450 670 420 0.625. 670 400 660 400 'I i ��::' tiy}.109_ +^c.:i?�,* h`_`.Ny�.':J'.�s .yV h:,rr �iJ;•' }^n., '!' �:�,+ +dr' �' !fyt! .ti. .�°:�:.Vl... y'. .h..:r3�fi :C.L'»�Q�!O`�l:La'::a!�'••�`:'P:'?:,�,� .:.`a�:'.':_''�S ... 3.5 0.75.0 1570 760 1560 750 1490 6701 1470 660 1430 650 .0:875.; '2039" ��';9'1(?.�a � ails. _stx � 1.000 1 2460 ~1170 ~ 2430 1150 2260 1020 1 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 bearing strength(FJ of 6,000 psi for concrete with minimum f+,=2000 psi. 4. 6"anchor embedment assumed. AMERICAN WOOD COUNCIL 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 c A o Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir-Larch(N) Douglas-Fir(S) A Southern Pine Hem-Fir(N) [m is D Z I I Zsl Zml Z I I Zsl ZM1 Z I I Zsl ZM1 Z I I Zsl Zml Z I I Z L Zm.L 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 0=;`: 810:?;;;1440 1130';::`•.':610:`;.::11310.:;;1040: ;;. s;�:::: e,, ;2 ..... .530`::.1290"''ts1030:.:::: 520 ':J1210;;:,;;940- 1-1/2 1-1/2 3/4 2110 1690 890 1730 1330 660 1580 1170 590 1550 1130 560 1450 1040 520 ::7/8:';,2464;-.',:.!49204 2020:: 1:44U: x:7.20. :..840: 12 1 2810 2040 1020 2310 1530 770 12100 1350�J 680` 20601290: .,..6650 +193012000 c 000 1/2 1530 960 1120 1320 800 910 1230 730 790 1210 720 760 1160 680 700 `•;=5/8� .`'21SOt':a=;,13.10f.':13,40::; S70 � 1t30: ;:1020''= ._... :'1760' a1:040rti :;880=;', ;`1740�s` .U3U ��::.$60 ' 1664? :?�t: " ,17.80 2-1/2 1-1/2 3/4- 2890 1770 1480 2550 1330 1110 2400 1170 980 2380 1130 940 2280 1040 860 1,83.60:1A.40) - .' i. . , � . s r � , 10 2 ,. 1 4690 2040 1700 3840 1530 1280 3500 , 1350- 11130 3440 K1290 1080 3220 1200 10001 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 1160 680 810 :.;"1.1660 , :.,1740.:;<; Y03U•..,:-.;1030n Aip w 40,'':¢:x9..40: 3 1-1/2 3/4 2890 1770 1780 2550 1330 1330 2400 1170 1170 2380 1130 1130 2280 1040 1 .40 7/8':.':3780 :.:.:3360 �w 440 ;s 1444'. 3180:;;;11260': x;:1260_:;;31501. 1?1210.%a+' 121.Or '_: ;'" !: 1 4820 2040 2040 4310 1530 1'530 4090 1350 1350 4050 1290 1290 38601200 1200 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 1160 680 810 j 5/8 2150 1310% 1510 1870 .1130::.1290 1760`' 1040;::' 1190 1740;';; 1030 1170; 1660.'" 9407: 109Q' 1-1/2 3/4 . 2890 1770 1980 2550 1330 1550 2400 1170 1370 .2380 1130 1310 2280 1040 • 12j0• I 7/8 3780 1920`::'2240 •3360 ' 14,40"=`y�1680.':: ;3.180::x;.:°'12W:' ,;''1470: 3150 ''.:'1213 :�;�410':' :'30 4';+`'''1100'::' ;90'; 3-1/2 1 4820 2040 2380 4310 1530 1790 4090 1350 1580 4050 Z90. 1510 •3860 •1200 1400 1/2 1660 1180 1180 1500 1040 1040 1430 970 970 1420 ,960 960 137Q.. 920 : 920 :t5l8:r 2590..: ,.1770::.:;:;::1770.:;;'2340:;:;':;1560:'=;1;:1`42015:•;2240" `1410n :1230 . :2220r 90 :' 200; ';1;;12 `'• 3-1/2 3/4 3730 2380 2070 3380 1910 1550 3220 1750 1370 3190 t%Q L310 3094 1610 . 1210 7/8`•` 5080: :"2820 i:::;2240-.'" 4290;:;" 2130:: 1:470;':.4210:: ':1 ry: 410;1 :35.40'°x`:::1960. 1290.` 1 6560 3340 2380 5380 2780 1790 4900 2580 1580 4810 2520 1510 4540 •2410 14 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 lQQ x•1170 16(Q.. 940 1141 . .. . 2 x,1, 640 ' 31-1/2 314 4 ? 00 1,170:; ?.1580` 2380T %1 3Q <` 5509 i" F` s1:Q40s"�`°` 7/8 3780 1920 2520 3360 1440 2170 3180 1266 1890 3150 1410 X810 30330 1100 16550 4-1/21`k%'4820:;3 2044;-"=, 13060 :-`4310 '1530; 12300 §d094 `135Q: 's2030. s:4050'%N"12�0'� X944 ' 8 �13 200 ' ' 00: 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 Q2Q L450 215!1 .. .'1290 ;1390 ; 3-1/2 iy3141i 3.73052380x:?480 53384' 9.10<a1920i i322Q :1750 ; ;7.6Qy =3.1900QOI =3.Q�Q11(LS�C� 7/8 5080 2820 2870 4600 2330 2170 4390 2130 1890 4350 2070 ?810 4110 •1960 1450 • _6630;;3:3340 .wl.3.060. 080 2300 f533.Q�S2580c:�;12030.1:a-525Qs •� 2Q1--)194012 "99Q`R31 =,- .7 7 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 .1110 1-1/2 `:3/.4.; _'2890::::7' " :% 1770=.198.0.Vx'2550'. =.`133.0.=W 1569.0y;24QO;;a�11.7.0'�.kT;l'580.;..°238.Qi 113.Ot �155Q� $S)~?�1Q�pf�348Q 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 5-1/2 °1;x:Y4820 20405 13:120x`;' X4310= ?:-153.0 ',9�Z7(JQ �409Q x`1350 :288.0:' 4050 2QOk 2370 r $bQ• 12005 2.0D 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 3-1/2 :s-314x: 1373.0.:%�238.0`:3248:f?: x:3380`s 191.4 ' 218(k 2 3220;:F��1750; :he2O5Q a'+31X4,T04.700M202.0"."30QO T�1.Q` 00 7/8 5080.1 2820 3290 4600 2330 2650 4390 2130 2310 4350 2070 2210 4130 1960 2020 6630, :3340::;,;;3744;:;i574Q;'( 278Qri1281Q1:"5330y y`;2580.i '248Q`.i'525020 ?�137f1 > �99QF.f241QQ(},i! 5/8 2150 1310 , 1510 1870 1130 1290 1760 1040 1190 1740 1030 .. 1170 1660 940 1110 1-1/2 di;3 14:t 2890; ;;.1.77..0"3t,1980: ;2554: 1 1330 i14�'b94 144 400 1'k-10: Table 8.3B Bolt Design Values (Z) for Double Shear (three member) ConnectionsiA3 for sawn lumber with 1/4" ASTM A36 steel side plate Thickness G=0.67 G=0.55 G=0.50 G=0.49 G=0.46 =' Red Oak Mixed Maple Douglas-Fir-Larch Douglas-Fir Larch(N) Douglas-Fir(S) ° p°g9F• Southern Pine Hem-Fir(N) � U Ca tm is D Z Zl ZII Z1 ZII Z1 ZII Z1 ZII Z1 inches inches inches lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 1150 550 1050 470 1030 4 Z.L 1/2 1410 730 60 970 420 :1760: •'.810 Y :t':.,ra::.n; ,': �8 vxa: . 440 610:=; 1 ,. t::i• IXeE,� ;,.,::: ,. . :. . .'.., ;.:.'..:._310.:.:::,:..:,5::530��;':....>&�_1..2..90.�:+A::;:':•:520` ; :�;.(1210:>':•;�::�a,r�a470,:tnv:: 1-1/2 1/4 3/4 2110 890 1730 660 1580 590 1550 560 1450 520 -�±�Z/$:":+ :�2460i °960� �� '•�: - v _. ....,•.,k:...0�'�,.='- --840.:;!_,.. : :�r��F'�'t5S.4.:-.•.-:'�� 1 2810 1020 2310 770 �1.690 . 2100 680 2060 650 1930 600 1/2 1700 1130 1570 910 1510 790 1500 760 1460 700 34 . y:. w 860 %`-�;i:2.Q10;%;if ��.^78.0..'��i�: 2-1/2 1/4 3/4 3520 1480 2880 1110 2630 a 980 2580 940 2410 860 .1600.:. a33 . .:..;,:.200.��;��=%�-3060�_:s,:::••r�IOSQ�:, :1010:;:'��:..�Y.,,�.28 1 4690 1700 3840 1280 3500 1130 ..,,. 3440 1080 3220 ..,, T�1000 '`... 1/2 1700 . 1130 1570 1000 1510 940 1500 920 1460 840 •<• �.:' 122 •. 0 3 1/4 3/4 3590 1780 3300 1330 3150 1170 3090 1130 2900 1040 1920.. ;r;4 t "s_.:;• r I> sa:;�Xs; -«, 1440»�: .3680,,•:s, ..::12 . .,....._...-...._. . :........ ,..:..., ._....60;,,,^:.;�:,.361.0.,:� 1210 1 5630 2040 4610 1530 4200 0 1510 1350 4130 1290 3860 1200 1/2. 1700 1130 1570 100 940 1500 930 1460 890• e 5./.8.'.::.'::.. .2550. 1610 ::2350.;.-:. .:'.1420;.< 2250; 12.30.;t.? 2240.:::...L 21.70_::._.;..109Q.:..; 3-1/2 1/4 3/4 3590 2070 3300 1550 3170 1370 3150 13:0; 3W.. 121LT 4830 2240 4440 : •,: 1'680 4260:`:. 14,7.0:`` '::'`'.'4210::':46.OL4190 3%4D..�. :1290,•, i 1 6270 2380 5380 1790 4900 1580 4810 1510 451p,.. 140(Q 5/8 2550 1610 2350 1420 2250 1330 2240 . 1320. 314. 1260....� 4-1/2 1/4 :3(4'y- -:3590:`•;' :2 5:- r :z'•- r.• .<.. s:.... 1:.7.0.' 3300:x:` `"1910_::.:' -Y: ,. :A.. �:w:.. .,.`:;,.. ... ,.. ?'::-::; . ..: ,:::� .6.0..�,,3,�.3.1,5.0_�•,�.��, ,�:Ij90 -wt �•'306p;;°i�z��1,;55¢ 7/8 4830 2810 4440 2170 4260 1890 4220 • 18! ' ! 6Z7 ;'a ;a;; ,,,,r, .,r>7 . Q• 4>� . 1650 60,1:. . ... . . . 3060 5750 0.�;, 0� �:x •: . ... .::...... ':��:�.";23Q0��'xi`:: �552... '::.�2030�'i�i� t�5,48.._.��.+'�1940'•'� 5/8 2550 1610 2350 1420 2250 1330 2240 .1.320 2179... 1260 • 5-1/2 1/4 -ff'; +M1 :ra�~z axnn;JQr-L!�'.Q s�.,.. 19102 .':;..3170180Q��:, f. 3'150° ;�` 1770:. 7/8 4830 2810 4440 2 470 3530: <....:....... w.,_.270•-,.s.,:.. 5750' ... =281 2u.,.,:,. �> .";;;, 2 31 0 4220 1Q 41 2020. ..._.... ._... ..._.,... •- • 5520:. �, _.._....�:�... •:248Q:Y' 548Q� '.::2370::.:..::.�i.53ZOa'i;';220Q�i,�.'' .. 5/8 2550 1610 2350 14201 2250 f y 1330 2240 ..1$ioi• 21a9•• 1260 7-1/2 1/4 ;.,,: ..:..,:: {3/4`r,rF ��.$590j;�:=,'2:17Q :3300 `1910'-wit i?�:3 ., . 17 ;•,,1770 I_ZgQ .:::.. 7/8-u y.4830� 2810 4440 2470 4260 2320 4220 ,.,,. �Z80 4199 .. 2180 %a sq ;� T: '' •'5,7.50•• R9_U^:i '��55..2Q"w? 4?IZe. 7.8 '348 " 85Q'21 A`::r320-Y, 3/4 3590 2170 3300 1910 3170 1800 3150 1770 3060 17000 9 1/2 1/4 ; 1 . _ _.ns 1 r 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 .. 270 = 530,-,.: .; ?' 3Q9Q"` ;Y Q:.yt K �:.;2 ; ,..<., .:>r:..,�w� _. r.e:._._ .c� �75U; y- .... . x552.;. �''t`2�10r�� ..�54.8.O.N�•.*s�.i, 85�`;:: 1�32(1?��50��' 13-1/2 1/4 1 6270 3530 5750 3090 5520 2910 5480 2850 1 5320 c 2750 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. 3.Tabulated lateral design values(Z)are based on a dowel bearing strength(FJ of 58,000 psi for ASTM A36 steel. AMERICAN WOOD COUNCIL i 78 % LAG SCREWS, the nominal lag screw lateral design values, Z, shall be Re = Fe /F the lesser of m es is = thickness of side member,inches YIELD MODES Fem = dowel bearing strength of main member Z-Dts Fes (member holding point),psi(see Table 9A) I 4Ke MODE I, (9.3-1) Fes = dowel bearing strength of side member,psi(see Table 9A) j Z= kDtsFem Fel = 11200G 28(2+ a)KO MODE III, (9.3-2) 6100G1.45 - I Fel - Z- D2 1.75Fem Fyb Fyb = bending yield strength of lag screw,psi i 3Ke 3(1+Re) MODE IV (9,3-3) D = unthreaded shank diameter of lag screw,inches, or where = root diameter of the threaded portion of the la i I g screw when the thread length is such that the threads will extend into the shear plane of the j k=-1+ 2(1+Re)+Fyb(2+Re)D2 connection,inches J Re 2Femts2 Kq = 1+(emax/360°) !� emax = maximum angle of load to grain(0*:5 e s 90°)for �I any member in a connection Table 9.2A Lag Screw Withdrawal Design Values (W)1 �(I Tabulated withdrawal design values II ( pounds per inch of thread penetration u�tosicle rain of main mernber.o Length of thread penetration in are in ) . main member shall not include the length of the tap:redtip tee Apdix L). '�.• ; Specific •••• Gravity ;••• Lag Screw Unthreaded Shank Diamgter, I} •••• •••• G 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" ' 3/4" 7/$': 1"•• 1-1/8" 1-1/4" 0.73 397 469 _538 604 668 789 905 1016 112 -4 2.6 • ,.:. .� '1,�;:�' �i)7e�.,.'i�:t!.`.).J"t.0:'•.•a: ;�"`J.J.'L6YLi r e f� ,�'.: 0.68 357 ;"4:�:Z1:�'h .. . ... _ _ 813 ry }�� 422 484 543 600 709 ; n�.p� �7 ?�;fi�� , ,>•:, >- _ •13 1009•• •1103 •1293' 0.58 281 332 381 . 428 473 559 641 19 795• ..869 940' 0.51 232 274 X314 353 390 461 528 .5 � ; , Q .< 313.. . 656%...116 • i�'r: �:0' �' 2`�6~ : :� �'a� ;� 34�";�`�• 3?8?''a ;... r„ 528 • � '�75• U.49 218 258 296 332 367 434 498 ; 55 ` :.>__.tQ:4"7 ` Q n,.;.;; •q - 9 617 674 730 2 :_,�27 , :345."::; ti.. $ 0.46 199 235 269 �. . ; QB: �, T:$.6 At_y ,Q+ �F 302 334 395 453 508 562 613 664 0.43 179 212 243 273 302 357 409 459 508 554 600 0.41 167f 198 226 254 281 3.32 381 . .. Y rr.•v 0 4Q_ `""',, 0 ;. _.. , . 428 516 559 473 � 0.39 183 :s�.,' . .:....:-. X308 35 155 4 �S� 39 RE"INN�� -'f �`1�- V. .7 fb.G�,O .�::: 2 ri - `-510 36 �( 261 7 438 479 0.37 = 2Z' °``12tl '143 �w,•' Y�� '" _ 169 194 218 l 241 285 w t� .rti 326 367 405 �?� ..Q:3 .; •:� 3: � �..-. `�:,: 6 .� .� 443 - 6 A�� x ��a a�•�:. 479 i 0.35 132 156 179 200 222 262 300 337 373 407 441 I1.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 DESIGN"VALUES F09 WOOD CONSTRUCTION Table 4D Design Values for Visually Graded Timbers (5" x 5" and larger) (Cont.) i (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 Fp Fr F„ F,l Fc E Agency RED 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.t Timbers 1150 750 100 615 825 1,500,000 C No.2 650 425 100 615 375 1,200,000 fl • N Select Structural Beams and 1350 800 80 820 825 1,200,000 G) No.1 Stringers 1150 550 80 820 700 1,200,000 Z No.2 725 375 80 820 450 1,000,000 NELMA 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 No.2 575 400 80 820 350 1,000,000 N REDPINE Select Structural Beams and 1050 625 65 440 725 1,100,000 No.t Stringers 875 450 65 440 600 1,100,000 No.2 575 300 65 440 375 900,000 NI-GA 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 9Q0,000 • • • Clear Heart Structural or •• • •••• ••• Clear Structural 1850 1250 135 650 1650 1,300,000 • • Select Structural. 5'x 5' 1400 950 95 650 1200 T.300,000 :••• No.1 &larger 1200 800 95 650 1050 :,00,00; •••GRIS 909 No.2 975 650 95 650 900 •100 00 • • • • • Select Structural Beams and 1200 675 70 435 825 1,300,000 • •• • •••• No.1 Stringers 1000 500 DO 435 675 1,OOOr000 •••• •• No.2 650 325 70 435 450 :,000,00 ••�CLIB • ••;• Select Structural Posts and 1150 750 70 435 875 1,300,OA • • • No.1 Timbers 925 600 70 435 750 1,300,000 • • No.2 550 350 70 435 525 x,000,000 00090 • •••• •••••• •••• • • SOUTHERN (Wet Service Conditions) . • Dense Select Structural 1750 1200 110 440 1100 ♦,600,00: • • •••• Select Structural 1500 1000 110 375 950 1,S�dbO •••• • • • • No.t Dense 1550 1050 110 440 975 1,600,000 • ••• No.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 1 1 1600 1 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.1 Timbers 850 550 65 425 700 1,300,000 N0.2 500 325 65 425 500 1,000,000 y AMERICAN FOREST&PAPER ASSOCIATION 3-43 Fy = 46 ksl COLUMNS Square structural tubing I Allowable concentric loads in kips <-i Nominal Size 4 x 4 3/,,x 3'/, 3 x 3 Thickness 1/2 'YO 5/11 141 3/,, 5/18 Wt./ft 21.63 17.27 14.83 12.21 1 9.42 10.58 1 8.81 1 6.87 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 4 156 126 108 89 69 73 61 48 5 150 121 104 86 67 68 57 45 6 143 115 100 8 83 73 64 63 53 42 7 135 110 9581 79 GL 61 57 49 39 0 8 126 103 90 7i 75 (1 58 51 44 35 1m 9 117 97 84 c 4 70 S t 55 44 38 31 rn 10 108 89 78 65 ST 51 37 33 27 `0 11 98 82 72SI 60 43 47 31 27 22 12 87 74 65 M 5530. 43 26 23 19 13 75 65 5837 49>f) 39 22 19 16 0 14 65 57 511- 43 2.t 35 19 17 14 - 15 57 49 44 i1 3814 30 16 15 12 CD 16 50 43 39sS 33 at 27 14 13 11 CL CD 17 44 38 34V- 29 ,1 24 13 11 9 • ••• L 18 39 34 31 26 t3 21 10 8 00.00. • • • 19 35 31 28 I t 24 If 19 • ' • • • • • • 0000 •• • 20 32 28 2516 21 N 17 0000•• 0000•• 0000 Y 21 29 25 23 19 16 • • c 22 26 23 21 18 14 • �••• t 23 24 21 19 16 13 :• : 0000 0000 24 19 17 15 12 •• • • m 25 14 11 • •• •• • Q • • • > 0 • •• 0000•• U • ul 0 • • • uJ • • 0000 000000 • • • 0 0 • • • 00•0 000000 •00.0• 0000 • • • • 0000 60•60 0000 0000 • • • • • 0000• Properties • A(in.2) 6.36 5.08 4.36 3.59 2.77 3.11 2.59 2.02 I(in.') 12.3 10.7 9.58 8.22 6.59 3.58 3.16 2.60 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 I factor a/106 1.83 1.59 1 1.43 1.22 0.983 0.533 0.470 0.387 Note: Heavy line indicates KI/r of 200. AmERIGN INSTITUTE OF STEEL CONSTRUCTION • _- Table 3.2.1.3: Moment Resistance for Load Combinations Including Section 3.2.1 �r Wind or Seismic (includes 1/3 increase in allowable stresses) , . 8" Wall Thickness 13/16" Fully Grouted Walls Effective depth,d = 3.81" BaL-Bar. Resisting Moment; M in-lb/ft Sizacing t'm = 1350 f500 f ID = 2000 f m = 2500 f m = 3000 in • #3 72 2150 2155 .2162 2167 2171 #3 64 2418 ------- ___.1,424 2L432 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 51654 5,672 5;695 5,712 5,727 #5 72 .5813 5,835 5 864 5885 903 903 #3 24 6 340 6 361 6,389 6 409 5 426 `i. #5 64 6;539 6,564 6,597 6,621 6,641 #4 40 6 751 6 773 6 804 6 826 6 844 �0 #5 56 7 473 7502 0 0 :1.1�, 7 539 7 567 ?590 #6 72 7,705 8,165 8,349 #4 32 8;384. :$� • • . • 8 381 8 412 &454 8 484 •8 09 •�••�• �•��• #6 64 8,668 9 185 9 392 9 432. 9 466 #7 72 8,680 9,215 11,239 11,293 1,339P 0• #5. 48. 8 719 ..:. 8 752 8,796 .8 828 :8 5S #3 16 9,393 9,429 9 478 9 514 .9 #8 72 ' 9,584 10,193 12,762 14,602 14,667 • #7 64 9 765 10,367 12,644 12 705 • 117M .. #6 56 9 90'6 10,498 10 734 10 780 0 81 ........ :.. #.5 40 10,399_10,441 498 5, 10;539 1 ,5 3 #9 72 10 422 11 103 13 934 16 602 so:* •• #8 64 10 782 11,467 14 357 16 427 6 501; •. •. #4 24 11,029 11,113 11,175 11,220 Il?.58' #7 56 11 160 11 848 14 451 14 520 l4 579 • ' #6 48 ••••• 11 557 12 247 12 523 12.576 12 621 #9 64 11,725 12,491 15,675 18,678 20688 #5 32 i, 11;744 12,448 13,027 13,083 13,130 r #8 56 12322 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 r #7 48 13 020 13 822 16,859 16 940 17008 (continued on next page) :y 524 Section Properties for Design Section 7 � f Table 7.1 6 Inch Single Wythe Walls Gross Section Properties Wall Weights (lb/ft� Units Grouted Mortar A. I" Sx r for Concrete Densities (pcf) of: Cells Bedding in2/ft, in'/ft in,/ft in 80 95 105 115 125 135 Hollow None Face Shell 24.0 1303 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 6,4".o. c. Face Shell 29.6 136.5 48.5 1.9.9 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 AD I. S. r for Concrete DAMrigs (pcf) df"• '• Cells Bedding in'/ft in'/ft in'/ft in 80 95 105 :115 : 125**%35 ••• 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*; 36.9-991 • loo%Solid None Full 91.5 443.3 116.3 2.19 53.9 63.0 69.1 :75.1 : 81.2••x-3 •':••.0000 Hollow 8" o. c. Full 91.5 443.3 116.3 2.19 68.2 72.3 75.1 X77 9 80.6 83.4 •...•f 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 .? Mwliamset/Red Head TAPCON 4.73 PERFORMANCE ULTIMATE PULLOUT IN CONCRETE (3145 psi) Embedment Depth (inches) Anchor Diameter i" 1-1/4" 1-1/2" 1-3/4" 3/16" 341 lbs. 581 lbs. 863 lbs. 10591bs. 1/4" 718 lbs. 11381bs. 1537 lbs. 1860 lbs. Test #CH 3932/Pittsburgh Testing Laboratory ULTIMATE PULLOUT IN HOLLOW BLOCK Embedment Depth (inches) Anchor Diameter i" 11/4" 1-1/2"* 1-3/4"* 3/16" 209 lbs. 357 lbs. 468 lbs. 547 lbs. 1/4" 4061bs. 6151bs. 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 Black ••: •• • . . .. ...... 3/16" 1-1/4" 852 lbs. 731 lbs. .••• .... •' 1/4" 1-1/4" 1604 lbs. 1058 lbs.: : •.:• •••.:. •••••• •••• • • Test #CH 3932/Pittsburgh Testing Laboratory • • 'NOTE Indicated pull-out and shear failure values were obtained in tests witnessed by Pittsburgh Test ng•I aboratory personnel. Designated holding power depends on the quality of the masonry material,depth of embedment and proper bole 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 Distributor. 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, Condrive Tools,and Tapcon Drill Bits) in order to qualify for ITW Ramset/Red Head system support. ANCHOR SYSTEMS 1 °PI'W Ramset/Red Head, 1992 -A40- Not to be reproduced without written permission. I - THRamset/Red Head V� •`- TRUBOLT WEDGE 4.13 PERFORMANCE DATA I CARBON & GALVANIZED STEEL TRUBOLT WEDGE ANCHORS Anchor Embed- 3000 psi 4000 si p 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 1O5e5a..•. 18666 6-5/8" 12515 17509 16489 18585 17a�16 ; 19DS�• •••• 10" 14074 17993 19953 19042 23148' • 194 2-0 7/8" 3-3/4" 10810 20737 13672 25122 140f9 251220 6-1/4" 14619 22405 20029 25122 251:0-. 25122' ' 8-3/4" 15337 24072 20707 25122 25356 25:22, '. 1" 4-1/2" 17347 25686 20871 28431 2194 ••• 32881-- •••'•• 7-3/8" 25122 27179 30610 29763 350:4 32$$x- -'-"- 10-1/4" 32776 28672 37820 31094 40510 32888 : 1-1/4" 5-1/2" 21463 39004 27166 44385 29827'-- 485 -• a 0 8" 39836 42157 53261 46776 54616 48 CMK':. 69"' 10-1/2" 47558 44680 60417 48689 6310 ••• 48868 Tie 1-1/8" 1224 N/A 1559 N/A 2008 ' Wire N/A 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, AT'EC 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 aggregate 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 °ITW Ramset/Red Head, 1992 -Al2- Not to be reproduced without written permission. DETAIL :SKETCH .t/o,QJ.y SCALE: /"= 20' F0&A1,0 4 B-87 f, D/SC /7/� 19-87. /N H�A7P,Q iyETEJ2 /G,D<O C.4P I CQNCEETE � .� L/G.yr POLE - ' 1 cN o Ni F�- v Q 0� 1 ' .. 88•Dom.' . . . .. . . _ , L'UQ(iE ",u �= 700' !J �1O S4%v/l.IC�y i(/OTE• SET'%2"P/PE�ViT/✓4.0 97 e,4P Y 1 "/ • as S70N2.1� MANi4'OLE PROPERTY ADDRESS: 57/0, S,W 85/h• ST : FLOOR ELEVATIONS: 19 _ FLOOR: c t. GARAGE: _. .. - _. OTHER FL - 7,0407 'ter I'Relli.47e ea_40 SW 85TH. sT SKETCH OF SURVEY LEGAL DESCRIPTION: ME48!/N?Ed Q:j p0' C�1 35, LOT BLOCK P?oPE,ePy ACCORDING TO THE PLAT' N 3/•OC' 61 A� //.00' 6� 27 cam• THEREOF, AS RECORDED IN PLAT BOOK /5.3 AT `) .30' I PAGE AO , OF THE PUBLIC RECORDS OF MIAMI- I I .. ' QB• 2$• l,V' DADE COUNTY, FLORIDA.. Q H CERTIFIED' T0: o N o �3 0 BENCHMARK No.1 (ELEVATION= '`44 N.G.V.D.) NOQTyEAST L'O,Q%1/E-,2 OF edl e11 B.4S/rV W THE o N:606' 62.5G' 2c S,HW Co,Q%VE20f. 4156th. QVE f N6'.kV 86f4. BENCHMARK 'No.2 (ELEVATION= G. 04 N.G.V.D.) 01-Ve 4T T,/,-IF S.W. TEQ,2. BY LOCATION SKETCH tw coA?NEQ of "Sf►'•4wP.eoPE,t?Ty N. SCALE: SURVEYOR'S NOTES: !: LEGEND: g� or 90 denotes DCISTNVG ELEVATIONS 1. THIS SKETCH IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND denotes CENTERLINE Moos. denotes MEASURED MAPPER. 2. DISTANCES SHOWN ALONG PROPERTY LINES ARE RECORD AND MEASURED, UNLESS OTHERWISE NOTED. CAN denotes CABLE TELEVISION BOX N & D denotes AWL k DISC 3. ELEVATIONS, WHEN SHOWN, RELATE TO NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929. C.B.S. denotes CONCRETE BLOCK STRUCTURE _ ONW' denotes OVERHEAD WIRES 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 EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON. THE CERTIFICATION Conc. denotes CONCRETE A denotes ARC DISTANCE SHOWN HEREON DOES NOT EXTEND TO ANY UNNAMED PARTY. 7. THERE ARE NO VISIBLE ENCROACHMENTS, OTHER THAN THOSE SHOWN HEREON. fsrrit. Denotes EASEMENT Rec. denotes RECORD 8. BEARINGS RELATE TO AN ASSUMED BEARING (A�'a2=SS"W. ) ALONG >!''-SW 57W.AV�1pE•2 P6,4TB04e/53,P.46E 90. 9. PROPERTY FALLS WITHIN FEDERAL FLOOD HAZARD ZONE PER FLOOD INSURANCE RATE MAP-No./2065 027G J LP. denotes IRON PIPE W.F. denotes WOOD FENCE Aw.rMAP DATED: ✓&Y%7, 1,495 ELEVATION: /0.0 /, tll'!tlt \ L.P, denotes LIGHT POLE W.M. denotes WATER METER f TYPE OF SURVEY: L4NO/TOPO(sQAPf//C PREPARED FOR: Q/C/�d �4 %1/ +/, REVISIONS Flpp BOOK REMARKS CERTIFIED BY: ` SCHWEME-SHISKIN & ASSOC �`' "` ' �' Fc$=s>> °"� No' ASST. V.P. LAND SURVEYORS • ENGINEERS • ARCHITECTS • _LA I3AId� Qy 01L,� DATE: PIERRE E. cALVET PLS No.3369 3240 CORPORATE WAY MIRAMAR. FLORIDA 33025 TEL:(954)435-7010 5952- FAX:(305)66 X84 ORDER No. 11941 S.W. 144th. STREET MIAMI, FLORIDA 33186 TEL:(305)233-9210� F�.1�Y$t(30 T-3343:•F (3§ *1183 ASST. V.P. • : DATE: ORDER No.: ¢Q/S70 DATE:/-/0 2000 FIELD BOOK:SD•42�'0 PAGE:��O ''.�:" .. ;er• `r•�`i• PIERRE E. CALVET PLS N0.3369 ' g ASST. V.P. 1 HEREBY CERTIFY: ORDER No.Ol THAT THE ATTACHED •SKETCH OF:iSURVI PATE: PIERRE E. CALVET PIS No.3389 OF THE PROPERTY SHOWN HEREON IS TRUE AND CORRECT TO THE BEST OF'MY KNOWLEDdr, AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION"-AND DIRECTION, VAX.PREg• THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY''THE FL0MMDVk � II,,WW0 N0. „ ORDER No. STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER•61G17=6:. STATE/Orl . FLORIDA ADMINISTRATIVE CODE. _ 1 ^. ASST. V.P. Ink . PIERRE E. CALVET PLS No.3369 M+ /