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br BILL GIVENS & ASSOCIATES, INC. sh - '--.of_F=_�. Consulting Engineers 7505 S.W. 173 Street, Miami, FL X33157 Tel:(305)233-9477 FAX:(305)233-9477 PROJECT NU:._'���'.�..�:_":: FoR: ;,��,�,�r.�dt:�:is�_--...x..���._����:���`�.�:,,:.�---.__ .�:,_11`��:::..;.�'.................-.......-------..._..-- N� Art. L J PROJECT NAME: . ." _� ! f • ..........._...:...,...._:._....._...... ....:..w_.._............,.....__a.........:__..:.•.:,......::. ......::-_.,..._r: ; _......,____.. ...:......._...._._ .,,.........:..........i._. ..:. .....- �.�_w,"w..:�........... ! O i I .�, :.; .,,. 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DA---._1...._E--:---.... _ 4,../._.0_ - 0PRO JE :T NAM E:i5cl Z1 r r ,... C ,_. 1164 zX-. / f/ j, jar. J .. t _ t :00:0: 25 • • • •• • • •••• kiz/ 0000 •Z• • •••••• i •;' • • •Yy •••• •••• i i Iv t ! • �µ . . f .. . ._ y / ( ,i" r 0 0 :4:00: 0 : : : 0 0 0 00 0 000000 0000 0000 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 00 0.000 6:0090 000:.o 0 00 00 :9000: 00:000 0 0000 000 00: 00000: 0.0000 0 0 0 : 0000 00*0 0 0 0 0 DATE 10-04-AUUU 0 0.3 6'-,, Beaty Addition Roof components DESIGN WIND LOADS - ASCE 73 COMPONENTS AND CLAPDIING BUILDINGS = 1 10 MPH E CATEGORY - NG CATEGORY CAKE FACTOR )F HURRICANE OCEANLINE /rURE jS WITHIN 100 MI . SLOPE 3 . 00 ( 14 ,04 DEY BUTARY AREA 1000 FT2 Kh 0 .801 qh N ROOF HEIGHT 10 .0 FT qz . 27 , 4 PSF STANCE, Z 10 .0 FIF Kz U-SQ1 .......................--l-............................................................-..................................... ......... .............. 0 -').A D!3) 0 R010F 114..HND I'l ............... ............. ...... ..........._....... 0 ............ 0 ROOF AREA • 0000•• ::0.6 00 • • 3 0::: • • 000000 2 0 0 0 0 • 0 ............ ......... ............. ............... 0 GCP 1 0.0 0() •••• 0 00 ........................ _......__1111_.-1111.---..._..__...---- 0 0 0 0 0 -2 000 --2 -000 600*0 0•••0. GCP • 6.8 6. 8 0 0 • PRESSURE 0SF) 6.�.'i :0600: VENT. COMP. 6 . 115 6 6. 6 :0.0.. -000.0 • HORIZ. COMP. 13 • 000000 •••0• • •.......................l.---.--...--1.......................... ....................... ...... ........ 000*00 0000 00;09 SUCTION (PSF) VERT. COMP. 1111 COMP. .......... ...... a. P qh(GCp) qh!G(::PI ) G C0 0.25 ::: -,5,-J 2 1 2 WIll.-Y!"ll CORNER DISTANCE, A 3 . 0 FT av I f /tyj 4�S dl I)P 61 P f M- ........---1111 -x w 3 Z8 13 0000.. 0000 .. 0000 0000 0000 . 0000.. .. 0000.. . • 90 . 90.0 .09090 9.09 . . 0000.. 0000 . . 0000 0000. 0000 • . . 0000 0000 0000. 0 DS'l.-,GN IVIIND '!:,DADS A S C.1- 7 93 A III- C"LADDICINC.r m P 1-1 Ty U J-Z E A°F (..,'OR Y NCJ C M Y 0 M:1: . R I C,AN E.; C,.E A 11'N' N li' H U 14 1. 0! 2 1 1 DE'G P E IF R.'B 1.11.1 ill::Y A FUL'.A 0 1..-"U 2 7 .4 FIS F I'W AN ROOF IH E I G... .... 1). .801 D D T S'TA N C E'. Z 0 0 ,801 27 4 S F ................... ................ W .l.,.l.. WIND L,OADS ............... WA.".J; ARFA goose .......... G 2 0 ............... .................... 5 ••e• • ---------—--------- ----------------- I goes 0 : :-------------- -------------------.J..............................J 0 too* 000*0* •fee • .................................. U.I.L D I Ni Wl."DI"A ............ 4 CORNE;R. DE.-i'l.'ANCE, A 3 . FT _L ...... ...... ---__-.i__ ___ r • • • • • • • • • • • • •• • • • • • •��• • • •• • • • • •��• � • • • • � • •• • • • • • • • • • •• • •����• •����• • • • • •• • •��� • • • • • � • � • • • • • • • • • • •���• • • •��• • • • • � � � � • • •���• � ,7 BILL, GIVENS & ASSOCIATES, INC. S11 ,45_af_>_�� Consulting Engineers 7505 S.W. 173 Strut, Miami, FL 33157 Tet:(305)233-9477 FAX:(305)233 9477 PROJECT NQ OR: If-. :... _ _. _.•_..._..----......._ .....PROJECT PROJECT NAME:_�y � �• �r% r � f,' �' .__.____...._._.___.DATE: /6" Q 0 ..._-....................x ....,... ,4y"�._ .....,.„.n�f �^y�{'� e''�C'...•i..,n.. "� Ft Slq�f !�! .7 Z. ./.�,}j «...n,..... ..a � r 561 ( a 4 2L ". 9999•• • • • � 1 ,^� �� / ,� ; /F• • • • 9999•• �, • 9999 • • r It ice,°� j r • • • • r 1 • �:. % • � 9999 �•• •� - •9090• 9999 • • 4•.'�.. 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I I 4 • s N • 1111 ,1�\ • . . • w • • • • • ,`� • Us) • • • • hi z •d eSS :60 i0 8i ReW 0000. 0000 0000.. 0000 . . 000. .0906. 9. .. 0000.. ...9 . . 6 . . 00 9.900• .. 09 . . . 0 . .. . 0006 .0. .. 0000 . 0000 . . . . 0000 .. . 0000.. i -Lffg Gf rx Inn OI 000000 0000 Soso Lsl I'd 47 ox o v ti �.n r • 0000• 0000 • • • • • 0000•• • • • • • • 0000• 0000•• 0000 • • • 0000 0000•• • • • 0000•• • • 0000•• • 0000 • • • • • 0000 0000•• • •• 0000 ' • • •• •• 0000 • • • • • • • • �• 0 •• • 0000 0000 • • • 0000 •• • 4 MIAMI-DAD- NmrA 1I-DARE COUNTY. FLORIDA METRO-DADS FLAGLER BUILDING BUILDING CODE,COMPLIANCE OFFICE 41ETRO-DADE FLAGLER BUILDING 110 WEST FLAGLER STREET.SUITE 5603 MIAMI. FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375.2901 FAX(305)375.2908 Alcoa Building Products, Inc. CONTRACTOR LICENSING SECTION 2600 Campbell Rd (305)375-2527 FAX (305) 375.2558 Sidney OH 4:5365 CONTRACTOR ENFORCEMENT SECTION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305)375-2902 FAX(305)372.6339 Vinyl Siding under Chapter 3 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Nflami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid.-after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend •00:00 the use of.such prodaict or material immediately. BCCO reserves the right to revoke this approval, if it is dej�{ ij>jed B1 C10&; lat this product or material fails to meet the requirements of the South Florida Building Code. ' 0000 0000.. T�e�perise of such testing will be incurred by the manufficturer. AcrFptince Vo.:9Q-0610.03 (Revises No.: 99-0305.02) . //4—D • Raul Rodriguez •••••• ••••••Expires:0=1/2 /2002 Chief Produc, Control Division •••••• ;�'•I'I'I�S IS JHE•l'OVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS 0000 0000 . .. •••• •••••• BUILDING CODE & PRODUCT REVIEW COivIi UTTEE • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 'rancisco . Quintana, R.A. Director 1 of ) Iivliami-Dade County Approved: 12/09/1999 Building Code Compliance Office Internet mail address: pwtmusler©buildingeodeonline.eont Homepuge. hitp://www.builditircodconline.cam f . � • � •���• • • •��• • • • • • • • • • • • • • • • • • •��• • • • • • • • •• •��• • • • • • • • • •• • • • • • . • � • • • • • • • • • • • • • • • • • • • • • (� �� UL: 1::uu 1 4:.)6 P.y1 6 J o O .i L,fin ii i..fl , 1'i.vv _ •. Alcoa Building Products Inc. ACCEPTANCE NO: 99-0610.03 APPROVED DEC 0 9 .1999 EXPIRES : 04125/2002 . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No.95-011 1.03 that was issued on 04/25/96. It approves vinyl siding& soffit as described in Section 2 of this Notice of Acceptance (N.O.A.)designed to comply with the South Florida Building Code 1994 Edition for tvfiami-Dade County(SFBC). It is approved for the location where the pressure requirements, as determined by the SFBC Chapter 23 do not exceed the design pressure rating values indicated in the approved drawing. 2. PRODUCT DESCRIPTION 2.1 The Alcon Vinyl Siding Soffit and its components shall be constructed in strict compliance with the following documents: Drawing No SK-52-1 B& SK-53-l'B, titled"Installation Design Drawing For Vinyl Soffit"& "Installation Design Drawing For Vinyl Siding", prepared by Alcoa Building Products,dated 04/15/99 with •••:�� latest revision on 10/99.They bear the•Miami-Dade County Product Control Approval stamp with the Notice of • Acceptagj%pumber and approval date by the ivliami-Dade County Product Control Division.These documents • ••••%ttal l hQreinafter be referred to as the Approved Drawing. ;....; 3. '•••d'I1MITATIO,NS 3.1 • This system is to be installed in front of n 513"(5ply)plywood substrate supported by studs at 16" on center as • •••• �� bown on the approved drawings. �• • • i •••• •�•••• 4. ••••i{NSTALLA-PION 4.1 'The A14dy Vinyl Siding and its components shall be installed in strict compliance with the npprovcd drawing. 4-2 ' The installaN&t of this product will not require Hurricane Protection System. .... •. •. • . 5• LABELING • .... .... . .. �• 5.1•:••L1ach cq� pNoInt shall bear a permanent label with the manufacturer's logo, city, state and the following statemeA&;lQi:Lmi-Dade County Product Control Approved". • 6. .BUILDING PERMIT REQUTREi4TENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1. This Notice of Acceptance, including duplicate copies of the approved drawings,as identified in Section ? 2 of this N.O.A. 6.1.2 Any other document required by the Building Official or the SFBC in order to property evaluate the installation of this system. Candido Font P£, Senior Product Control Examiner Product Control Division -2 of 3- ..... .... . . ...... . . ..... ...... .... . . . .... ...... ...... ...... .... . .... ...... .. .... . . . . .. . . .. .. .... . . .. . .... .... . . . . . .... .. . . . ...... . . 1� .,. 6_. ,. Ui. I,.3l iA JUi, i>C,_ ti.)li Alcoa Building Products Inc. ACCEPTANCE NO.: 99-0610.03 APPROVED DEC p 9 1999 EXPIRES : 0=1/25/2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance(approval)shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight(3)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name,city,state,and the following statement: "Miami-Dade County Product Control Approved",or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a chancre in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; .b) The product is no longer the same product(identical)as the one originally approved; c) If the Acceptance holder has not complied with ail the requirements of this acceptance, including the correct • �: installation of the product; d)% I,,s►*nginae.-w99 originally prepared,signed and sealed the required documentation initially submitted is no !onger j.ajticincr e.%rgineering profession. 4. Any revisiot;orchange in the materials, use, and/or manufacture of the product or process shall automatically be do •..... use for t&minaiion of this Acceptance, unless prior written approval has been requested(through the filing of a �• �4revision app4icet�ion with appropriate fee)and granted by this office. ...... •... . 3.�"af of thef8Vo.,�ing shall also be grounds for removal of this Acceptance: a) UnsatisfactbryWformance of this product or process. b):%??Lkse of dais A eptance as an endorsement of any product, for sales,advertising or arty other purpose. 6.. ONotice4PAceeptance number preceded by the words Miami-Dade County, Florida,and followed by the expiration 4:T.mPy be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, • then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 1 3.'.:.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I,2 and this last page 3. Candido Font PE.Senior Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3 of 3- 1 f • •••••• •••• • • • •••• •••••• • • • •• •• •••• • • • • • •• • 0000 •••• • • • • • • • • 0000 •• • li.3 7 :1_1 suU :7u tia .^. n' 41.l/.i tj"" - 8„ A HORIZ. SIDING A' DUTCH LAP SiDINC B f Er APPROVED EXPOSURE THICKNESS I DESIGN APPROVED EXPOSURE THICKNESS 0E5: MODELS INCHES 'A' B C *.003 PRESSURE MODELS INCHES "A' B C 1.003 PRE eW-40 8 4 1/21 0.040" 1 -46.6 PSFJ MCD-40 8 4 1/2, 0.040' TRM-40 8 4 1/21 0.040' 1 -46.6 PSF CWD-40 8 4 1/21 0.042' -35.2 MC-40 8 1 4 11/21 0.040" 1 -46.6 PSF MB-40 8 4 1/2 0.042' -46.6 PSF .DBW-45 9 4.511/21 0.040" -36.2 L44T 8 '4 1/21 0.048" 1 -46.6 PSF TRMD=45 9 '.5 1/21 0.040 -3 '..:.. WGV--,e* 8; ;4 1/2 0.048" -46.6 PSF MBD-45 9 4.5 1/2 0.042" -36.2 STV- w 0 8""' '4 11/21 0.044' -46.6 PSF LFPD-45 9 4.51-1/21 0.044' -36.2 • LFP-4.0 8 . 4 1/21 0.044' . -46.6 PSF QTD-45 9 4.5 3/4 0.044' -80 ':�•�' 9R�•.: 8: ;4 5/8 0.042' -46.6 PSF GSD-45 9 4.5 3/4 0.046 -80 •:•...CW-4A.. 8 .4 5/8 0.042' -46.6 PSF QT-4a"' 8:'. :4 3/4 0.044' -80 PSF MCD-50 10 1 5 1/2 0.040" -46.6 ...• GS-.w-.. 8: t:4 3/4 0.046' -80 PSF, . CWD-50 10 5 11/2 0.042' -4F.E ' STVD-55 10 . 5 5/B 0.044" -4F.E • .•• LD55T 10 5 5/8 0.048" -461 to to IL BW-50 Id'" `5 1/2 0.040' -46.6 PSFI DWGV-50 10 5 5/8 0.048" -46.E TRM-50 10 5 1/2 0.040" -46.6 PSF l MC-50 10 5 1/21 0.040" -46.6 PSF GENERAL NOTES. M8-50 10 5 1/2 0.042" -46.6 PSF 1) ALCOA VINYL & SOFFIT PRODUCTS ARE MFG. FROM A F I PVC COMPOUND MEETING OR EXCEEDING :THE REQUIREML. WGV-50 10 5 5/8 0.048' -46.6 PSF AST?.1 0 3679 STANDARDS FOR PVC SIDING AND COMPC. 2) WALLS AND SOFFIT TO RECEIVE VINYL SIDING / SOFFIT, L55T 10 5 5/8 j 0.048' I -46.6 PSF CHECKED FOR STRUCTURAL ADEQUACY, CRACKS AND Dc' SHALL BE ELIMINATED. LFP1ON 10 5 1/21 0.044' -41.3 PSF 3) WALLS SHALL BE WATER PROOFED WITH ASPHALT SATt;' OF NOT LESS THAN 144 /100 SQ. FT. A.S. DESCRIBED CW-50 10 5 S/8 0.042' -46.6 PSF 2704.6 (B) OF THE SOUTH FLORIDA BUILING CODE QT-50 10 5 3 4 0.044' -80 PSF 4) WALLS do SOFFIT WHERE THE SIDING / SOFFIT ARE T / SHALL BE DESIGNED BY A REGISTERED ARCHITECT OR GS-SO 10 5 3/4 0.046' -80 PSF ACCORDING TO THE SOUTH FLORIDA BUILDING CODE AN_ MINIMUM REQUIREMENTS OF THIS DRAWING. 5) INSTALLATION OF THE SIDING / SOFFIT AND ACCESSC.-v SHALL BE DONE IN ACCORDANCE WITH TI-E MFG. INSTF.! THE APPLICABLE SECTION OF THE SOUTH ;FLORIOA BU:L_+ A REVISED BY RICHARD 30YME1 FILE NAME: SK53-1 B DADS No. I Revisions . 0000. 0000 . . . 0000. 000090 0000 . .000 0000.. . 006000 . . 0000 0000.. of 0000 •. of 0 •. . 0000 ...• . . . 000. ,• . • • • • . w •0000• • • • U.' i/• Uu 1y:Ji F.�\ 6 U U SUr tiJUJ :1L1-V.l lil.11 J t"l�tlli ti•"'• 'j 5/8' (5) PLY PLYWOOD 2' X 3'0 16' 0/C !G CONST. GRADE FIXED SOUTHERN PINE OR EQUN. ` FASTENED TO CONCRETE BLOCK WTTH 1TW 3/16 TAPCON o 12' O/C Atu.e-.lOgoHt•-�aT Iu7a�.glouG ►'Iy SIGN STUDS O MAXIMUM SSURE SPACING 16' O.C. .2 PSF .2 PSF GALVANIZED ROOFING NAIL 1/8' RING SHANK DIA PSF 3/8' HEAD DIP. X 1 3/4' LONG. • 016' D.C. THRU THE NAIL HEM .2 P•SF .. HOLES ae THE WOOD SKIDS WITH 1 3/8' EMBEDMENT, 2 PSF .... ....•. i • 6 PSF ' 'o PSF ' ' ' • • S QS= ;•• STUD WALL BLOCK WALL i PS.'' • •••• . •• • w • • w S Ps • • • • • •• APPROVED AS COMPLYING WFTB THE SOUTH FLORIDA BUILDING CODE ORMULATED DAT Q 19 TENTS OF BY IU.NDS. SHALL BE R07UCI Clr,:;°Q; OIY:S;ON FECiS THAT DU;; CU:!t COMPL:'.NCE OFFICE 1ATEO FELT :CCEPIArcE NU. N SECTION BE INSTALLED Pro ' °r NGTHE� Alcoa Building Products 4'iICNARD BOYETTE: PRODUCTS QA FL Civil PE 1142485 ICTIONS AND PnyR Pa moBch F�i33411 INC coDE. PART: INSTALLATION DESIGN 740-5766 voice I Fax ; 10/ee DRAWING FOR VINYL SIDING 1 SIDING 4/99 D BY N GAG DATE: 4/15/99 - Date SCALE: 1/8" 1" SK-53-- 1 B i • • 9999• 9999 • • • • • 9999•• • • 9999•• 9999 • • • 00•0 •00.0• • • • 9999•• • • ••009• 4 9999 • • • • • 0•00 9100•• • •• •9•• 00 0 •• • •w • 0004 9999 w • • w • • • • 9999 •• • U l i uU l y:.;i '1 6i. L. .. - l 1 /2 " / - DOUE APPROVED JEXPOSUI MODELS INCHE' 10rr TRMSI ON 10 TRMS 1 OV 10 MINIMUM 2"X 2" CONSTRUCTION GRADE PSS1ON 10 MIXED SOUTHERN PINE OR EQUIV. PSS1OV 10 WOOD BATTEN STRIPS LFP 1ON 10 LFP10V 10 T11 . . .... ...... ... .. .... . , I , f. SID % OF EAVE FRONT VIEW OF EAVE WITS ' CIA D • • • ...�fOa a FASCIA f 24° GALVANIZED ROOFING NAIL ROOF OVERHANG 1 /8" RING SHANK DIA. � 3/8" HEAD DIA. X 1 1/2" LG� J—CHANNEL @10" O.C. THRU THE NAIL HE` & THE WOOD JOISTS. MINIMUM ENBEDMEN T IS 1 3/8" A REVISED BY RICHARD BOYC 1 FILE NAME: SK52-1 B DA No. Revisions ll 17 liU 14 l 1.1 AIA'WA .il.:)\: rl"O:+ z, •.. 5„ 4,. 1 4" '8LE 5" TRIPLE 4" :RE THICKNESS l DESIGN APPROVED EXPOSURE THICKNESS DESIGN .S ±.003 PRESSURE MODELS INCHES ±.003 PRESSURE 0.042" + 60.0 PSF PTS--12N 12 0.040" + 60.0 PSF -- 26.6 PSF -- 30.0 PSF 0.042" + 60.0 PSF PTS-12V 12 0.040" + 60.0 PSF — 26.6 PSF — 30.0 PSF 0.042" + 2s.s PSF PTS-12CV 12 0.040" ± o.o PSF 0.042" + 60.0 PSF 26.6 PSF 0.042" + 60.0 PSF -- 26.6 PSF 0'042" + 60.0 PSF — 26.6 PSE • •••• •••••• • l ••••• •••• • • �OUT..�AS1�.•.. •': • f • l :•i••i APPROVED AS COMPLYING wrm TAE • • SOUTH FLOP.!DA BUI DING CODE x Ym DATA 2? 0?19_Ll pq w,n c°o t BY CIc(�a�(3 b(3�� PROf1UCT OL Di xrm %HAq p EI OYETTE }0 V U BU"..O:N, COLE CDC: WICE OFFICE rl:. 1 11 PE U42485 m w HOLES AccEPTaNCE r+o. �q'Goo/o.o ��eoEwnuL Blvd o o �L �3 `� FL 33411 p�.�U E In �f�/QOp 1,4r5�7' icelFax VJO Nr. cc Q ow p,.,,,..a,, a:.stn•. ••w^Y Alcoa Building Products PART: INSTALLATION DESIGN 10/96 DRAWING FOR VINYL SOFFIT DE SOFFIT 4/99 D B WN GAG DATE: 4/15/99 p Date SCALE: 1" — i " S K— 5 2 1 B f i v ;1 • •••••• 0• • •ease* • f • • o • • • Goof • • • . • 0000 00000• • • • •o Goo• • • • •• • 000000 wm 10 _ t C•. o ` BILL GIVENS & ASSOCIATES, INC. S / of Consulting Engineers 7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477 PROJECT NO: 00-270 FOR: William Friedman Architect PROJECT NAME: Renovations to Beaty Residence _DATE: 6/21/00 liV�ivO /1 C/J�n/sT Ti✓FiCC GtJ,41 L El��lr Fcvrwec re . Tip ��� — 8 -� MA x. DPE�'l A/G Gam` b7H _ l�'-0' Oj /IvD ,p/tc-"s (I/ec = .41:. i �s F ntax. Assl)n�E 'A4« COW69 S1 s7,1/ZTiFK 66ty s11 2'1 = 0--75-x 1. 606vmA 15 `'x (5" -cal TN " ' S " �'f• ..•. •.0 45/ .... .... ...... 8X3�s�'X : Z 6a,�s! C - lei F� r �A f` • • • 6666•• • •• 6666 • • • 6666 6666 • •• 6666 • •• • • 0906 •• 6 • 9 666600 6666 • • • • • 6666 • 60696• • 6 6 9 • • • • 900.9• 0006 • • • 960. 600006 •••96 6666 6 • • . • 0 • • 6 •6.6 0696 9 6 BILL GIVENS & ASSOCIATES, INC. Sh 2 of 4. Consulting Engineers 7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477 PROJECT NO: 00-270 FOR: William Friedman Architect PROJECT NAME: Renovations to Beaty Residence DATE: 6/21/00 DESCRIPTION Beaty Renovation Windows *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 . 05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE 3 . 00 12 (14 . 04 DEG) TRIBUTARY AREA = 10 . 0 FT2 MEAN ROOF HEIGHT = 11 . 0 FT Kh = 0 . 801 qh = 27 .4 PSF DISTANCE, Z = 7 . 0 FT Kz = 0 . 801 qz = 47 . 4 PSF WALL WIND LOADS WALL AREA •��••• • . . . .... .. . .. . .... .... 4 5 ' GCp (+) 1.400 1.400 GCp (-) -1 . 500 -2 . 000 •••• •••••• PRESSURE 45 . 1 45 . 1 (PSF) • . .... ...... ...... .... . . SUCTION -47 . 9 -61 . 5 • . . .... ..... (PSF) .... .... . . + P = qh(GCp) - qh (GCpi) ++ ++ GCpi = ± 0 . 25 BUILDING WIDTH 50 . 0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4 .4 FT ' BILL GIVENS & ASSOCIATES, INC. Sh3 of 4 Consulting Engineers 7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477 PROJECT NO: 00-270 FOR: William Friedman, Architect ' PROJECT NAME: Renovations to Beaty Residence DATE: 6/21/00 DESCRIPTION Beaty Renovation French Doors ***DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 . 05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE = 3 . 00 : 12 (14 . 04 DEG) TRIBUTARY AREA = 20 . 0 FT2 MEAN ROOF HEIGHT = 11 . 0 FT Kh = 0 . 801 qh = 2� .4.4 PSF DISTANCE, Z = j 4 . 0 FT Kz = 0 . 801 qz = 2' PSF WALL WIND LOADS 0000.. WALL AREA • 00 . 000. 0000 4 5 0 00 0 • 9 9 9 0 .. 0000 GCp (±) 1 . 329 1 .329 • .. 0000 GCp (-) -1 .429 -1 . 841 •....• .00. . . 9 .090.0 9 I PRESSURE 43 . 2 43 . 2 0 0 (PSF) . 0009 .0000.. . 0 0000.. 0000 ..... SUCTION -45 . 9 -57 .2 .. .. . . (PSF) 0000 0 0000 9 . 9.9.9 + P = qh (GCp) - qh (GCpi) ++ ++ GCpi = ± 0 . 25 BUILDING WIDTH = 50 . 0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4 .4 FT i BILL GIVENS & ASSOCIATES, INC. Sh - of Consulting Engineers 7505 S.W. 173 Street, Miami, FL 33157 Tel:(305)233-9477 FAX:(305)233-9477 PROJECT NO: 00-270 FOR: William Friedman, Architect • PROJECT NAME: Renovations to Beaty Residence DATE: 6/21/00 DESCRIPTION Beaty Renovation Wall Infill *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 . 05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE = 3 . 00 12 (14 . 04 DEG) TRIBUTARY AREA = 112 . 0 FT2 MEAN ROOF HEIGHT = 11 . 0 FT Kh = 0 . 801 qh = 27 .4 PSF DISTANCE, Z = 4 . 0 ..FT Kz = 0 . 801 . qz = �P7 .4 PSF I WALL WIND LOADS WALL AREA 4 5 .. .... .... GCp (+) 1. 153 1 . 153 GCp (-) -1 . 253 -.1 .444 •• •� . .... ...... PRESSURE 38 .4 38 .4 (PSF) . .... ...... SUCTION -41 .1 -46 . 3 •••••• •••• • (PSF) .... ..... . .... .... . . + P = qh (GCp) - qh (GCpi) • ++ ++ GCpi = ± 0 . 25 BUILDING WIDTH = 50 . 0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 4 .4 FT ��� � � �. . � 7 . . . . . . . ...... . . . . . . .. .... . . . . . .... .... . .. . . . .. . . . .... . .. . . . . . . . , .... .. . . ...... .... . ...... ...... .... . . . . . . ...... .... . . . . . .... ...... . . ..... .... . . . . . . .... .... . . ..... 06 r'1 ai 2000 fir,: 01 3052339477 SM I r 1AC METROPG1-IjrAN DAJE CLUN'Y Fs ORIGa, ME-r00•DA0E FLAGt_ER ©UILOING j SUIL NG 0000 COMPLIANCE OFFICE ETAC OAGG F_aG:E�t BUI�OING ,a0 WESI' r:AG;.�R STREET, SUITE: t603 MIAMI. F-I.ORIOA 331'30.1543 Pit •DL..C`. �' CONTROL NOTICE OF ACCEPTANCE (3c5f �r5 z9a, =ax (305) 375.2908 U. r^.0 hoA, Corporation l PAO0Q r CONTAQO OIVIS1014 _tj 1 '.a;t Cc,pac<S �248d (305) 3 5.2902 . l'emp;arta>�' ach FL 33064 PAX ;305) 379.6335 .' vour appi Afion for Product Approval of: 1trabiind 1,2,3 4 CA { .Fader Charpfer: 8.of the Metropolitan Dade: County Code governing the use of ,�,itemate Matcrials and vpes'c1f C.oa ittruCrion, and completely described i .. the plans, sp�cificetions and caic,ulations 3s sub:mitted by ''. 4pplicant. (F'o'e listing, nee Sec(ion 4 of 01 is Notice of Acceptance) .t s keen re'(�Iomrhendcd for acceptance by the Building Code Compliance offiye to be used in Dade (:;tiutity; lurid 'udder the specific conditions set forth on pages 2 rt. seq. and the Standard Conditioi: 5 ij41 page'.1. , i approv-41 shall not be valid after the expiration date stated below, The Off to of Code Cornpliat(Ce <-' ascrve5 tit raghr tc secure this product or material .at anytime from a)obsite.a�Mutufacturer's plant tb1 n'i; its r,,rtcrol:tesk6mg. If this product or material fails to perform in the ap}�ro*cl mar xj*,%[ic Corte • -(.-cmpliW1ce. 6fbce,,may revoke, modify, or suspend the use of such product or naterial j;irriediatgfy,•lhe 7 :<. Applicant sl�s�ll iv��o�aivate this product or rtraterial should any ammendmenv t the Sotu>'a•l:Iorida+B41ding c- odc be caac,twd 3f'ecting this product or material. The Building Code Coj>i ice OffiCe reserves the tit• righcto rdvi lw�: this approval, ifit is determined by the Building Code Comq riance Effflie that jb- :'arocfuct rr mattrial fails to meet the requirements of the South Florida 8 uildi4Codc. :Tjjs5xprnsrr or s�tlw'tl testlrrf„ J1 be incurred by the manufac curer. j •••••• • I • :.ke".ceptaz9ct No :37-2103,03 • Maol -` lSrola4cr Conuol sup :?i.4f "I`HIS IS T RE COVERSHEET, SEE ADDITIONAL PAGES FOR SPE�I.>FIC-AND GENERAL CONDITIONS BUILDING CODE COMMITTEE hj.a applicatio'n::6:r -Product Approval has be_r, reviewed b\ t`e Metropolitan 06 dc County Building Cc; r.Co'' pli'n e'Deparlrrient and approvcd .:)}' the Building Code Commi(te%� to I be us.d in nad� C;Glj i ,rl.y. ItlnI"T under the conditions se( forth above. I nJTI t.s LVIrlig4jr (�,.•CF,tll( E�uiliti;t� l•� �l� C't•r.,rtiil.crtc'� f)�'{�l. ()tiif3t'l'(Jl:i.) yf43/98 •l �ltil�ki til 1:li, l):ifi.: ( . lII1!�' i i ih�M„I`Mtit r1"�il .a'ljN:t•R'9 {7,t)7G(TIAbI?�®bU141ngCOdlC+,11iAE.CO•Rt •, ./ MVrnegage MID rrww� OUlt�ii.gcnca.•r,..!SnC Kt)T i S ****Go 0 so so 0 0 00 0000 90 :000. 000000 0*00 0000*0 '00000 0*00 0*00 *foe: l75r'14;'?Cii0 iio: G�1 30523_"347 a:Iti•;'Eh1:= EPIGRf' PAGE Flt - :.ACC C r � ��cFr►: ��., a :n� :APa�rac>� r-D JAN 1 3 1999 FX111RCy JAN 13' 7001 NOT[(-E OF ac:CEPTANCE, SPECIEig NU LTr0 2Iws I 1 ' Allowable loads in Pounds for Ulrrabond Acceicrared 1"J .F' A Icihor CO l r:rt'te 30pp Diameter oncrecc 5400 I COncrete 7000 Tension Shear J Tensiaa J Shia I � ' ,$ " r ; ,Ten$io'n� Mar 1735 2530 1760 / 5 7080 3630 35: f 1785 l 4 04 0 .380 51 0 459, 4600 ,_75 odo5 55$5 I ( 7320 4765 615 7 6435 8 9' J 6520 r� $345 7340 8580 7 50 9880 I 83 5 f 1 1 fT4`.'.5 91 00 104a 0 9270 i i) Allowab t:.load is Yqua[ to uitirnatc loa Qivi tq by 4 1 i035 I 10235 �) Working cim= 7 ro 10 minuces at 80°F with 2() m J••• : na �} "'Mitrn iO4d time 3 to 4 $ tit 855. .•. . . . �.. 0000 0000 . l::1•� Allowable Load � • for Ultrabond Extended •• • d Time 2 j Anchor 3000 • oncrete 6ppp oncrecc .. 0000 Diameter Tensiart + • Shear XZtfStOtt I Shear f * 0.00 0.00.• 235 !80� 7 , � < 0.00 • I /•„ 0 1 17I r 36 _ 430?420 �. 0 I I ?710 P. •• • 1'. 8• j4�0 37,55 0000 •i•••• _. , „ 5615 38 5 • • 727 3 , 00000 0.00 • • 090 :,.. v 490 ~ : ••0• 06•06 9.t4C 7730 i OiS 6 45 0.00 il6os 10365 12560 , 85 9060• ';f ) A owa a log is equal to ultimate 1044 dtv' 0 0 2) working time 25 cc, 35 minutes at 900 F with 20 �y a �. ') Minlrnutrm load;im1. $ hours ac 80' F. � a t u c Crintrn; FNiruircr . Ifclfu�'f ( 'ttrll'lli I�:l'SSilr; w f 0000 0000 . .. 0000 .. 0000 .. 0000.. 0000 . 0000 . 00000 .0.000 .9900. 9000 0 . 000.: 0000 0000.. 0000. 0000 . . . . 0000 0000 0000. 06/141l 00: 01 33052'339477 GIVEHIS ENGPG PAGE 03 ra - AC:C..F.t> 1!:.�`c'�; �c> `.1�•Itt)::t► :A1'I'l2()�`C 1) !AN I ? 158 ENVIRE� JAN 1 3: ?001 SOT& Q AC'C P rAV SPECIFY h'D�TIG�ti ? .1. Allowable load in pounds for Ultrabond Capsule Ancho (C k) Anchor 3000 Concrete 5000 Concrete Diameter Tew I Shear I Tension Shear 1 50 264 3�6 7540 `445 296 -59?5 . 4595 696 ! ; 7'= �i." 430 $0 6655 967 /8 6735 114. 1 $030 I ! 130 l" 9270 126 3 9385 125 5 ►) Altowab a load iy egyat'ro utt;rnace oa di�Ided by 4 1 ?) Curing time at S to 14° F;--3 hours. 14 to 329 F - 1 hour. { • 5�0 to 68" F = 30 a L • minu�.3. over 68 F !- s0 mirtutes. •T•••' • • • ?• 1 FLec.osnrriended minimum distances for 100% allowable 103tl _ •: Goes so•oGo ) 'Anchor Hole • �-- Etnbedmsnr DrsYar:cc Edgd) Stibsfra c i�Iarvitr,um ,ra it x eter Diameter Depth I in Bctrl Distant -thickness Torqu�' 314 / }/..... .�g.. T ,t 1 7,/ - l:) All dimensions in Inches, except or torque, w h i cT is t. r~!s. '' w) Allo%&-able loads are based on standard thread bolts -) Capacity of threaded rods Qn tension and shear shall be Wl, n in consideration to dvermine allowable !oo;ls, mduelt rc I I:x;cntin�r S S t i 4 • •• 0000 • • • 0000 0000 • •• 0000 •• • •0•••• 0000 • • • 0000•• • • 0000•• • • • •0000• 0000 • • • 0000 •f••0• 0000• •00• • • • • 0000 •••• •000• • Il l:�l1 3l)5'2'""�47� GIVEHS Eltk F'r PAGE 04 06/14/20100 �- _ i 1 S. _�tsch[�c tlrr�rati�,n ACCE1'•1�.� _ JAN ! ; 199 E\PIRE-� : JAN 1 3 2001 ! NQTIC>r OF AC'CEf' rANCE: SPEC[FIC CONDITIONS ,lFinscallation tools and mzIcerials shall be in accordance with i is ,Notice of Acceptance: the . ufacturer's published instructions and the applicable Seetio�s of th'e South l:lorida Building Coda. i . i gptOtd products under this Notice of Acceptance shall be permanently labeled with the tr3a•vufadt.urer's logo including the ma3nufacturer's name and the Dade C6wnty Logo.for their idlm ifr,, n-at all times. ; i l $vM UT Ian: -i-0.6 goof, •.•f '. Lobosr:ito y.Report Test Daft -:00-:- ' sll: tufC A' w�°?8 ASTM E-488 09/t v9''; paRead, P •• •••• • ..•,•. • • •••f ••••• • ••'•g• } 1 • - s � E 1 Candido loot, PE. Sr. t roduc:t'Comrul Cxarriincr Product Control Qty i�idi� t I . . . . . ...... . . . . .. .... . . . . . ,,. .. . . • •• • • • • f • • • •��• •• • • • •1���• •A�• • • • • • •��• • • • • • • •��D�• •��• • � • • • • • •�t�! •��• • • • • • • • • • • •���• • 06`14"2000 00:Al 305233947 7 GIVEIT3 EHGRG P :.�E it NO ►`i I rt t,tt} A IIIIzv IV'F tr JAN I 3 1998 ENrIRE5 SAN r 3 zoos NOTICE OF —C'CEPT.ANCF S'i.ANDARD CONDITtt�..'s klncui- of?his Acceptance (approval) sh„11 be considtrrd.slier a renewal appllea?io has been tied and the original sialyrnitirit documentation, ir.cludinz res; suppat-ing d;cta. cnmineerina documents. nr: to older than :i�ht (g) years. :ire;' ana xil approved produce shall be permanently labeled with the manufacturers q ntc. city, state and the followin; iut(eincnc: "Cade Counr', Product Control Approved", or as specifically stated in the specific conditions of this .�ectEptarlc:e. -.. R:newils:of Acceptance will not be cortsiecred if: iltrr°:h;as been a change in the South :riorida 13uifdin� Code offe-0rig the evaluatijsn of this product and the roduct is not in;:nrnpl;ar;ce with the code changes; p i= b). Ttrr p:rodu'cr is np longer the same protfuct(iderttira!)as the one originaliy approved: c) ft r'Itc 'Aacepcance holder has riot compiicd with ail the regvirements of chii acccpc�{nce. lncludin� rite corrorrt in srdtiation.nFthe p'roduct; I d) The eri ineer, who originally prepared, signed and,sealed the required docurnentac ion, initially Submitted, is no longer practiexri the engineering professions. Arty rt•visivn.or th"ge ip the materials, use, and/or t'nanufacrure of the product or prods$shall automatically be cause for ti`retiina,i*n of'this Acceptance, unless prior written approval has been requested (throw h the filing of a revision app{ieation ' wM 4 PMP.tiare fee) and granted by this office, s: Any of?fie'following shall also be ;rounds for removal of this Acceptance: ? • • (Unsatisfactory performtancc of this product or process; i • b) KW4 of U;is Acceptance as an endorsetricyl,of any product, for sales, ad+lerK,•tsi�i; or�ryet!har purpese. • °f. 7"h N f'(jcc &f Acceptance number preceded by the Words Dade County, and fo1 be C�zsp�layt Ef in aravcrtisin• literature. ff an c7'• tt�by thelstpft8tion�td?!'ryv y poRton of the Notice of Acceptance Is dispi yed, then i[,?i"t�(f br don= in its: A c;itay vt t.h s Acceptance as well as approved drawings and other documents. where it•` te:, ppj' a shalt belbravided so the user;)y We r�aisu(acturer or its distriburors ar:d shall be as•ailable for inspection at the Iota sit�•3t all tirr'lt %he-endinecr need nor iesssa! the, copies. • .••• w••••• Failure ta`cbilnply with any section of this Ac,:eptanee'shall be cause for termination and. MUD[ or 1sasptwnce. • This"ACl"r tbnce rorit�ins pages 1, ?, 2(a) through ? (e)arld;his last pane 3• • ••••i• t ttti�xt' ;0, )[ 12lisiL�dbelo+, on.Ikapply to Clazed produeris • Vn(:rgs,tpc ;fir2lly.indicated in the Acceptant.,(approval), this unit is>approved as a sing) �in;tal •••�• •*`••• instalf$t;nrr.vt'tihis,unit, a separate Acceptance for mullions is required from the Product nrj ' >~ormufrrple. 9 Control Section .,:..' 'he z04)wiOg dl Nsteners at windowsills shall be as indicarcd in Section 4 of this Notice ofl p fascetiers ;r;;Al.'1;'othrr peens of the frame shall be as indicated in Section 4 of this Notice of�,ceepcancec � but in no case shall -or'-'ce)Ver. The first fastener shall ye located at a maximurn of 6" from each co+lner and mullion or stile. ?` !asttirirr sha►;,.(upj, penetrate the butt:, which shall be the same siu as the one tested with the unit. No wood or plastic " zhMldi or pins:s rill be used for anehorin„ Hfrdw;.arc fqr 411 windows anti doors shalt conform co $ecuMs and Forced Enen' ProsCn!1o4- Chanter ,6 r)ftttC South.. Florida lit:#Wins C odc, —``^(7:ut-,+,ijo Funr• PC.. f°rnciue; Control t;j,,sino hNI) OF T141S AC'CFPTANCF. �. y , i .....0 Goes . . .... . .. 0000 . 00 0000 .. ... . ...... . . 0 .000 .0000. 0000.. 0000 .00000 G0.0. .000 . . see* 0000 i 5582 N.W.71h STREET,SUITE 202 MIAMI,FLORIDA 33126 ((�}, ql SURVEY NO. TELEPHONE;(305)264.2660 FAX:(305)264.0229 L' LAND SURVEYORS SHEET NO. OF BOUNDARY SURVEY scale 1 UIN 7 Vol i ti r• ;f. A• +Kr 'fit': uF(• ! .1`'� h..v. 1� I• '..F..'. ..r, .*,-%'�• :y...�'..- "rri:.G�, .�G?'l'•-:�'�..7, .1.,.a+ '•r:.(l.y,+'n�:: .I:'t;:)•< .�i.:.:..r F, ,{.,j P��.. .:.{..,.,":;�:•::,.,h.;:�y;,� ,liK: 1.`.:...15�.�:1:f j:1,;:;i'�^"t•: ,!�,+. .� �.� ,•;,:�..• .J'. •.1'.•:i.v .�l.J! 11•' d:• ,p4')..,:•w: :'1�: �i,4... 'I. }�01 >•1 � �•: (' L.t. .�: )1)::r:.1..A'1 d 'i i1if.,.�i�7{t. 1,ir:rnv.:.t:::,? +'::;::,.:.;: "•t,':,,;r a.� L.A ,o N ••;•; 12�r35 : :� ti )-y . . id 6760 °. • .. •�••�l m / . 0 0tq:. e 7e4 \ "1 5 � I � PLO •�' z �'P• �'.a+ �<<.� � ,mss 7' /��• o / � T� ti.° 1=1Z_4 7- a �t . . . ...... . . . .. .... . . . . . .... .... . .. ... . . . .... .. .. .. . . ...... .. ...... . . ... .... . . • ...... .. . . . . .... ...... ..... .... . . . . .... .... ..... • 5582 N.W.71h STREET,SUITE 202 ,:: 0-0001089 MIAMI,FLORIDA 33126 ({ SURVEY No. TELEPHONE:(305)264.2660f�, � FAX:(305)264.0229 N� YYY"' lll///����VV/ HEFT NO. OF z CCv�i l S DRAWN BY: �� . LAND SURVEYORS Survey of Lot.: 7 Block: 2 -Subdivision: BARBARA ESTATES According to the Plat thereof as recorded in the Plat Book No. 69 at Page No. 64 of the public records of' MIAMI-DADE County, Florida. Property Address : 6760 SW 68 TERR, MIAMI , FL `33143 For: ELEANOR BEATY Date : 02/14/2000 LOCATION.SKETCH. Scale 1" ��r..nr3:lr7.!rx Nthoo N�mtJMcJ »-s7) NZ 41 NN.-0 ti.OrA i �^ �Dtt Jo.J�.it Dtt.ta.l�•�• � r t/ -1LS Q�I 1 � o /I J•! 17S.o15 � .. 17'•'fS �nt>~ ; �'t.• >a •-.5'►y—• co.r - 6 8/h —c a..c 7..—TE.e_.1� �v � - b h N e 7 i 121.717 CC,Iav rA 1 q e 1� n 9 /o 1 6 � - - w 2 � 1 •l 7 s 114.. ( / -- ••--� . I .. d9•a3s t0"C sJJ:�c I II NorM/�nt.✓.1e./� S171rt�•/N!•L ft•J[;43tt.1�•St•�• �+ I ,1,II ABBREVIATIONS AND MEANING l • '. LEGEND TYPICAL A.ARC. F.N.D..FOUND NAIL&DISK P.R.C.•POINT OF REVERSE A/C•AIR CONDITIONER PAD. I FR..FRAME. CURVE. WOOD FENCE. A.E.=ANCHOR EASEMENT. FT..FEET. PROP.CDR..PROPERTY CHAIN LINK FENCE. A/R=ALUMINUM ROOF. FNIP..FEDERAL NATIONAL CORNER. A/S•ALUMINUM SHED. INSURANCE PROGRAM. P.B..PLAT BOOK. 0.00 X C.B.S.WALL(C.B.W.) ASPH.=ASPHALT. F.N.-FOUND NAIL. PG.•PAGE. EXISTING ELEVATIONS. B.C..BLOCK CORNER. H..HIGH(HEIGHT). PWY.PARKWAY.. • •- BLDG.-BUILDING. IN.&EG.=INGRESS AND EGRESS PAM.PERMANENT REFERENCE •••••• PROPOSED ELEISATIC;JS• B.M..BENCH MARK. EASEMENT. MONUMENT. • • • • • • B.O.B.=BASIS OF BEARINGS. L.P.=LIGHT POLE. P.L.S.-PROFESSIONAL LAND • • • •••• •• • C.=CALCULATED. L.F.E..LOWEST FLOOR SURVEYOR. IP SHOWN 0%0%ARE •••• C.B.=CATCH BASIN. ELEVATION. R..RECORDED'DISTANCE. ArFERRF TO AN A Ufv D MERIDIAN-,AY AID PLAT • • C.B.S.=CONCRETE BLOCK L.M.E..LAKE MAINTENANCE RR..RAILROAD. IN THE DESCRIPTION OF THE PROPERTY.Ii NOT, • • STRUCTURE. EASEMENT. RES..RESIDENCE. THEN BEARINGS AeE REFE�RED TO%V WY ...... CBW.CONCRETE BLOCK WALL. •MINUTES. WW,.RIGHT-OF-WAY. TOWNSHIP MAPS.*• - CH..CHORD DISTANCE. M..MEASURED DISTANCE. RAD..RADIUS OR RADIAL. • • • • - CH.8.=CHORD BEARING. MON.-MONUMENT. R.P..RADIUS POINT. 2).IF SHOWN.ELC:ATICINi RE REFERRED TO CL..CLEAR. M/H..MANHOLE AGE..RANGE. •••••- C.L.F..CHAIN LINK FENCE. M/L.=MONUMENT LINE. SEC.=SECTION. B.M.N • ELEV. • •••••- C.M.E.=CANAL MAINTENANCE N.A.P..NOT A PART OF. STY•.STORY. , OF N.G.V.D.OF 1929.••• 0•• • •- EASEMENT. NGVD-NATIONAL GEODETIC SWK..SIDEWALK.. • • • • • _ CONC.-CONCRETE. VERTICAL DATUM. S.I.P..SET IRON PIPE L.B.N6044 3).THIS IS A SPECIFIC PURSE SURVEY. •• •••••- C.P..CONC.PORCH. N..NORTH. S.'-SOUTH. • - C.S..CONCRETE SLAB. N.T.S..NOT TO SCALE. S.N.D.-SET NAIL&DISK L.B.N6044. 4).THE CLOSURE IN•RHE BOUNDARY SURVEY IS • - D.E.•DRAINAGE EASEMENT N•NO.•NUMBER. SP..SCREENED PORCH. ABOVE 1:7500 FT.• *Go* *••••� D.M.E.•DRAINAGE MAINTENANCE 0/S.•OFFSET. ".SECONDS. I HEREBY CERTIFY:THAT THIS'BOUNDARY SURVEY' • - EASEMENT. OH..OVERHEAD. T..TANGENT. OF THE PROPERTI SLSCRISED HEREON!ASl • • DRIVE..DRIVEWAY. O.H.L.•OVERHEAD UTILITY LINES .TWP..TOWNSHIP. RECENTLY SURV*ED AN*RAWN Ur � ...... o•DEGREES. OVH. -OVERHANG. U.E.UE .UTILITY EASEMENT. SUPERVISION,COPUES WITH THE Nfh+IM�M• • E. EAST. O.R.B.-OFFICIAL RECORD BpOK. UTII_.UTILITY. TECHNICAL STANDARD!AS SET FORT41161f• • - E.T.P..ELECTRIC TRANSFORMER PVMT..PAVEMENT. U.P..UTILITY POLE. THE FLORIDA BO AID OF PROFESSIONAL LAND • - PAD PL.PLANTER. W.M..WATER METER. S(JRVEYORS IN CHAPTER 61G17-6,FLORIDA ••••- ELEV..ELEVATION. P/L..PROPERTY LINE. W.F..WOOD FENCE. 'ADMINISTRATIVE CODE PURSUANT - ENCR..ENCROACHMENT. P.C.C..POINT OF COMPOUND . W.S..WOOD SHED. TO 472.027,FLORIDA STATUTES. F.H. FIRE HYDRANT. CURVE. A.'CENTRAL ANGLE. , F.I.P..FOUND IRON PIPE. P.C.•POINT OF CURVE. W..'WEST. F.I.R..FOUND IRON ROD. PT..POINT OF TANGENCY. t7• CENTER LINE. F.F.E. FINISHED FLOOR POC..POINT OF COMMENCEMENT H ' BY: ELEVATION. POB..POINT OF BEGINNING. •ANGLE. ��c� G a IBARRA(DATE OF FIELD WOR . PAOFESSIONAL LAND SURVEYOR NO.2S 3 r LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY(SURVEY): STATE OF FLORIDA.(VALID COPIES OF THIS SURVEY WILL EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DCTERMINE RECORDED BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND INSTRUMENTS,IF ANY,AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS, SURVEYOR). LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD.LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANSA DRAWING AND/OR A GRAPHIC REPRgSENTATION OF THE SURVEY WORK ! PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. REVISED ON EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. - THE TERM'ENCROACHMENT•MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. REVISEOON ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS AND THEY WILL . BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION,UNLESS OTHERWISE .. NOTED,THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNEASHIP NOT DETERMINED. THIS PLAN OF SURVEY,HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED II� HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE N Situated in Zone : X Community/Panel/Suffix: 120658-0260-,� Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: ELEANOR BEATY E WATERWAY TITLE INSURANCE, INC. w ATTORNEY' S TITLE INSURANCE FUND INC. NpV WASHINGTON MUTUAL BANK FA ITS SUCCESSORS AND/OR ASSIGNS '� �v A SEAL .. 0000 0000 0000 .. _ 0000 .. 0000.. 0000.. 0000.. .. . . 0000.. 0000 . 0000. 0000 . . 0000 0000 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive,Method C SOUTH 7 8 9 Small Additions,Renovations 3 Building Systems Department of Community Affairs ` Compliance with Method C of Chapter 6 0l the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feel or less,site installed on . C manufactured piianc With homes,and renovations to single and multifamily residences. Allemative methods are provided for additions by use of Form 60OB•97 or 600A-97. 0� �T�o v BUILDER: PROJECT NAME: CL�" PERMITTING . CLIMATE i AND ADDRESS: 4-IC-0 S- c+.� ' L.2' `Z t'-N'w 7F18.�' ❑ OFFICE:. ZONE: 9 - PERMIT N0. JURISDICTION NO.: OWNER: �IR. h�CLSC�nr-rr`-{ SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square leet or less of conditioned area).:Prescripttvo requirements in Tables 6C 1,6C•2 and 6C•3 apply only to the components of the addition or is being installed in conjunction with the addition cdnstruction.r Components separat nglunconditioned paceslfrom conditioned nspaces tmust specifically to serve g)• meet the prescribed minimum insulation levels. RENOVoAnI1Oto he components and equipment bein rrenova led o costing r MANUFACTURED HOMES AND BUILDINGS.Only fshe- Prescriptive requirements in Tables 6C-1 and 6C•2 apply Y p g Please Print CK installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. �pu4 1. Renovation, Addition, New System or Manufactured Home 2. 2. Single family detached or Multifamily attached 3 3. If Multifamily-No. of units covered by this submission 4 A-19 b4 f-X 4. Conditioned floor area (sq. ft.) 5 �r 5. Predominant ea ve overhang (ft.) Single Pane Double Pane 6. Glass area and type: 6a. _� sq. ft. sq. ft: a. Clear glass 6b. sq. ft. sq. ft. b. Tint, film or solar screen a _• /o 7. t ��s ...... 7. Percentage of glass to floor area . . . • 8. Floor type and insulation: 8a R= �_ •• time Lt.• a. Slab-on-grade (R-value) - � - • b. Wood, raised (R-value) 8b• R= $q.Ft�� •• • •••• .--� stj'ft. c. Wood, common (R-value) 8c. R=8d. R- :q'�: • d. Concrete, raised (R-value) 8e• R_ • e. Concrete, common (R-value) •••• ••• 9.. Wall type and insulation: .. a. Exterior: 1. Masonry (Insulation R-value) ..... • 9a-2 R= -jL W:Ctp 2. Wood frame (Insulation R-value) • b. Adjacent: ' S •2 AS sqr 4L 1. Masonry (Insulation R-value) 9b-1 R= • 9b-2 R= sq. ft. 2. Wood frarTle (Insulation R-value) C. Marriage Walls of Multiple Units' (Yes/No). • 9c • 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= sq. ft. �g p° 10b. R= sq.ft. b. Single assembly (Insulation..R-value) . 11. Cooling system" 11. Type: �-�L S z t •c 4 (Types:central, room unit,package terminal A.C.,gas,existing, no SEER/EER: 12. Heating system (Types:heat pump,elec.strip,natural gas,L.P.gas,. 12• Type: Eu_ HSPF/COP/AFUE• gas h.p.,room or PTAC,existing,none) 13. Air Distribution System*: 13a.. a. .Backflow damper or single package systems' (Yes/No) . . b. Ducts on marriage walls adequately sealed' (Yes/No). 13b• 14. Type: 14. Hot water system: EF: (Types:elec.,natural gas,other,existing,none) 1 *Pertairis to manufactured homes with site installed components. with the Florida Energy Code. Before construction is completed,this builif well be I hereby certifyy that The tans and specifications covered by the calculation are in Review of plans and specifications covered u this calculation indicates compliance compliance wllh the Florida Energy Code. 5 ,L inspected for compliance in accordance with Section 553.906,F.S. ii PREPARED BY: wi /�L �'•� DATE: BUILDING OFFICIAL I hereby certify that this byjldipg i In compliance with the Florida Energy Code o� /I/f /l PATE: S DATE: OWNER AGENT: L Revised 1998 Climate Zones 7 8 9 TABLE 6C•1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SfTE•INSTALL MINIMUM NENTS OF MANUFACTURED HOMES. S. INSTALLED r MINIMUM INSULATION EQUIPMENT EFFICIENCY EFFICIENCY INSULATION INSTALLED COMPONENT SEER = 10.0 SEER = R-5 Central A!C-Split Concrete Block R 11 -- z. Single Pkg. SEER = 9.7 SEER = rn Frame,2'x 4' o EER = 8.5' EER = - Frame,2'x 6' R-19 O Room unit or PTAC a Common,Frame R-11 Common,Masonry R-3 Electric Resistance ANY � Split HSPF = 6.8 HSPF = R-30 Under Attic 0 Heat pump p i (n Single Assembly;Enclosed ? -Single Pkg. HSPF = 6.6 HSPF = 0 R-19 ----- a COP = 2.7' HSPF/ _ Z Frame Metal Pans R-13 --=---- = Room unit or PTHP R-10 __-- U COP U Single Assembly;Open a Common,Frame R 11 ------ rs Gas,natural or propane AFUE = 78 AFUE _ (n Slab-on-grade No Minimum _v- Fuel Oil AFUE _ 78 AFUE _ °C Raised Wood R-11 R-5 w Electric Resistance EF = .88 EF = p Raised Concrete F; 11 --- LL Common,Frame i � Gas; Natural or L.P. EF = 54 EF = r- R-6 --�- 5 Fuel Oil EF = .54 EF = In unconditioned space n In conditioned space No minimum -- --- 'See Table 6-3.6-7 TABLE 6C•2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY _ ___ Installed h4aximum percentage glass to IIo�OEarea OVERallowed HANG,selected AND SHADING COEFFICIENT REOUIFCD FOR G ASS PERCENTAGE ALLOWED • • GLASS i Y UP TO 50% • • UP TO 40% • • . UP TO 30°/ • •• ••••••UPTO•:•0:16 • Double =1.0 ble Single 0000 Double Single Double • • in le SC OH-SC OH-SC • OH OH-SC •.... . :OK•S�C • OH-6C 90 4'-1.0 3' .90 2' 1.0 1 .90 3' .86 2' .70 1'-1.0 i 0i0 70 70 1'-.50 6 .50 2'-.65 • 0'•.65 0 1'-.45 0'-.40 0'-.35 •• • ••• •••• ••••• Sf��C or SC maybe obt�ned Irom the manufacturer. Single clear SC=1.0,double clear SC=.90,and single tins SC=.U6. SHGC_.87=S • ••••• TABLG��� .MINIMUM REQUIREMENTS FOR ALL PACKAGES CHECK •••• COMP N NTS • ECTION REQUIREMENTS V • • Exterior Joints&Cracks • 606.1 To be caulked, asketed,weather-stripped or otherwise scale � •• • Exterior Windows& Doors 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/sq totes of a teriol walls must be sealed. Sole&Top Plates 606.1 Sole plates and penetrations through top p Recessed Lighting ' r 606.1 Type IC rated with no penetrations(two alternatives allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. 606.1 Combustion space and water heating systems must be pr Combustion ovided with outside combustion air, Combustion for direct vent appliances. it breaker(electric) Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circ or cutoff as must be wovided. External or built-in heat tra o re uired. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). V Shower Heads 612.1 Water Ilow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 sealed,i sula,ed and nstalled nu ccordance with theccr terba of Secltion 610.1.nDucls in attics must be f✓ Construction, insulated to a minimum of R-6. Insulation&Installation 607.1 Separate readily accessible manual or automatic thermosta HVAC Controls t for each system. GENERAL DIRECTIONS: 1. On Table 6C•1 indicate he R•vatuc of the insulation being added r renovated may be te�blank.d the efficiency levels of the equipment being msta dows I sliding gleass doors and glass door panels.eDouble the area of ll nor'- :d.Components and equipment neither being added '.DDI i IONS ONLY. Determine the percentage of new glass to conditioned lboj area in the addition as enclose Total the areas of a glass Poor area of the addition.Multiply by 100 to get the percent.Find the largest glass percentage e and overhang t c mYnimum shadi gpcoefficient a o allowed Table s specified.PActual glass • at root glass and add it to Ng previous local.When glass in existing exterior walls i5 being removed or enclosed by the addition,an amount equal to the total area of this 9W55 may be subtracted from the total glass area. a the adjusted glass area total le the conditioned are grven by the type of glass(Single or Double Dam)and the overhang(OH)paired with a shading coefficient(SC). For a given glass IYP g Percentage category indicated.The overhang(ON)distance is measured perpendicularly from the lace of the glass to a point directly under the outermost edge windows and doors previously ur the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coeltidenl requirements on Table 6C•2.All new glass in outermost a r must meet the requirement for one of the options in the lass pc 9e 9 ry Y°J of the overhang. and shading coefficient may be used for glass areas which are under at least a two tart overhang and whose'low 3. RENOVATIONS ONLY.Replacement glass needs to meet the lollowing requirements.Any glass type 9 4 edge does not extend lurlher than 6 feet from the overhang. Glass areas being renovated that do not meet this criteria must be ether single pane limed,double-pane dear or double pane Gnle. 4. BUILDING SYSTEMS.comply when new system is installed for system installed. S. Complete the information requested on the top hall of page I. Table 6C 7,and check all applicable items: 6. Read'Mlnimum Requirements Ior Small Addilions and Renovations•, 7. Read,sign and date the'UmedAgenC certification statement on page t. -2- _ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ' ]FORM 600C-97 Residential Limited Applications Prescriptive,Method C SOUTH 7 8 9 Smns,Renovations 8 Building Systems Department of Community Affairs Compliance wish Method C of Chapter 6 of the Florida Energy Efficiency Code maybe demonstrated by Ihe.use of Form 60OC•97 for additions of 600 square feel or less,site installed components of manufactured homes,and renovations to single and multifamily residences. Allemalive methods are provided for additions by use of Form 6008.97 or 600A 97. ' PROJECT NAME: RZV-`4 c BUILDER: CLIMATE AND ADDRESS: G� o S, r� �: Z�v>.w PERMITTING... ❑ g OFFICE:. • ZONE: 7 8 9 _ PERMIT N0. JURISDICTION NO.: OWNER: s� y..�CLSC�n-'�`-{ SMALL ADDITIONS TO EXISTING e existing DEbusd building. space heating.coofng�andlwater heating equcpmlent efficiency levels must be met only when equipments ilnstalled components of the addition,not to specifically to serve trtlernmu1lm nsulalionl levels. RENOVATIONS(Residential)buildings undergoing goingerenovations costing nmore than 30%of he assessed value of the abuilding). meet the proscribed Prescriptive requirements in Tables 6C•1 and 6C•2 apply only to the components and equipment being renovated or replaced. MANUFACTURED ese Print OMES AND BUILDINGS.CKsae installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. ��`�^s`t��1ow 5 .� . 2. Single family detached or Multifamily attached 3 3. If Multifamily-No. of units covered by this submission 4• ,Ego Lc? f 4. Conditioned floor area (sq. ft.) , 5. zJ 5. Predominant eave overhang (ft.) Single Pane Double Pane 6. Glass area and type: 6a _10 _ sq. ft. sq. it. a.. Clear glass 6b. _ sq. ft. sq. ft. b: Tint, film or solar screen %...... 0 t �,s • 7, 7. Percentage of glass to floor area 0 0 • • 0 0 0 0000 ... 8. Floor type and insulation: 8a. R= ( ••.•48 %wife, --- a. Slab-on-grade (R-value) g 9 • 8b. R= 0 q: -z*se ; b. .Wood, raised (R value) .. ft' 0.00 8c. R= 0 •--C C. Wood, common (R-value). 8d R_ 0 •a! OSq. e. • d. Concrete, raised (R-value) :t�•ft. 000. 0 e. Concrete, common (R-value) - 0000 00• • 9.. Wall type and insulation: . • • •• 0000:0 a. Exterior: 0 0 0 9a-1 R= S ;q; ft. 0 1. Masonry (Insulation R-value) 0.9.00 0000.. xioA 9a-2 R= _� --�-: 2. Wood frame (Insulation. 0 •�00 I 0000. b. Adjacent: 9b-1 R- ? �j Z A a W-ft. __--� 1. Masonry (Insulation R-value) = 0.00. 2. Wood frarrle (Insulation R-value) 9b-2 R= sq. ft. 0 C. Marriage Walls of Multiple Units' (Yes/No). 9c , 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= sq. ft. �°> 4`b� 10b. R= sq.ft. b. Single.assembly (Insulation R-value) . . - 11. Cooling system" iF'41 S-C 1 %4.4 (Types:central, room unit,package terminal A.C.,gas,existing, none) 11. Type: j SEER/EER: ! .12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE• 13. Air Distribution System': 13a a. .Backflow damper or single a.. package systems' (Yes/No) 13 . b. Ducts on marriage walls adequately sealed' (Yes/No) . 14. Type: 14. Hot.water system: EF• (Types:elec.,natural gas,other,existing,none) *Pertains to manufactured,homes with site installed components. I hereby certifyy that the plans and specifications covered by the calculation are in with he Florida Energy Code. Before construction l isacompleted indicates ding will be compliance.wllh the Florida Energy Code. S +L inspected for compliance in accordance with Section 553.908,F.S. Q-4 DATE: PREPARED BY: w �L BUILDING OFFICIAL - I hereby certify that this by'Idi g I n compliance with the Flonda Energy 74-1-) DATE: DATE: OWNER AGENT: Revised 1998. Climate Zones 7 8 9 _ URED TABLE 6C•1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND 517E INSTALLED COMPONENTS OF MAN INSTALLED HOMES. MINIMUM s. MINIMUM INSULATION EQUIPMENT EFFICIENCY EFFICIENCY INSULATION INSTALLED r COMPONENT ntral A/C-Split SEER = 10.0 SEER = Concrete Block R-5 R•11 •Single Pkg. SEER = 9.7 SEE _ rn Frame,2'x 4' R-19 �- unit or PTAC EER 8.5' EER Frame,2'x 6' R-11 Common,Frame R 3 �_ ANY Common,Masonry ectric Resistance R 30 Heat pump Split HSPF = 6.8 HSPF = Under Attic HSPF = Single Assembly;Enclosed Z Single Pkg. HSPF = 6.6 Frame R-19 �- a Room unit or PTHP. COP = 2.7' HSPF/ = Z Metal Pans R 13 = COP R-10 w w Single Assembly;Open a 78 AFUE _ v Common,Frame R-11 Gas,natural or propane AFUE _ cn Slab-on-grade No Minimum _-L=-- Fuel Oil AFUE _ 76 AFUE = cc Raised Wood R-11 --- -- = EF = R-5 - � Electric Resistance EF .88 p Raised Concrete R-11 .------ EF = 54 EF = Common,Frame i 3 Gas; Natural or L.P. `- In unconditioned space R 6 -�=- Fuel Oil EF = .54 EF = No minimum _- ---- n In conditioned space 'See Table b3,6•T CRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Installed% TABLE 6C-2: PRES _ • • Maximum percentage glass to floor arOVERHANG selected SHADING COEFFICIENT REQUIRED FOR G ASS PERCENTAGE ALLOWED GL 199�'4 UP TO 40% UP TO 50% UP TO 30% • •• • •UP T0:20�° Sin le Double 0000 Double Single Double 9 Dou le Single OH-SC OH-SC •$ir1@le ti OH-SC SC OH-SC �•••• • • • OH-6C OH- OH-SC 4'•1.0 3'-.90 OI•f-SC 3'• 1.0 2'-.90 • �•-i 0 � 2'-1.0 1'-.90 2'_.86 1'-.70 3'-.86 2'-.70 �'• 1.0 • • 0'-.70 2'-.65 1'-.50 •:Q:a�`' •• • O'-.65 1' .65 0' .SO 1'-.45 0'-.40 ••••• • • 0' .45 0'-.35 - •�••� e obtained Irom the manufacturer. Single clear SC=1.0,double clear SC=.90,and single tint SC=.86. SHGC-.87=SC SHGF or SC mayt; • • CHECK ••••• • TABLLr� -3 -MINIMUM REQUIREMENTS FOR ALL PACKAGES REQUIREMENTS V • COMP TS • ECTION •••• • • • '1s&C� 606.1 To be caulked, askeled,weather-stripped or otherwise scale � • Extertar.lP 606.1 Sole plates and penetrations through lop plates of exterior walls must be sealed. •..;• Exterior Windows & Doors 606.1 Max.0.3 cir-6/sq.fl.window area;.5 cfm/sq.ft.door area. Sole&Top Plates 606. Recessed Ligh r 1 Type IC rated with no penetrations(two alternatives ting allowe Multi-story Houses 606.1 Air barrier on perimeter of floor Cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Hearin with efficiency requirements in Table 6-12. Sv+itch or clearly marked circuit breaker(electric) Water Heaters 612.1 Comply or cutoff as must be rovided. External or built-in heat bra rNoDcommercial pools must have a Swimming __6j_2.1 Spas&heated pools must have covers(except solar heated). Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency r unit Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). V Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. VAC Duct 610.1 sealedducts,nui fittings.and h stalled nuacco dance wllh the ccrlerba of Secltion 610-1.nDucts attached,att c must be fl Construction, insulated to a minimum of R-6. Insulation&Installation HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each syslom. GENERAL DIRECTIONS: enl and lh efficiency levels of the equipment being installed.All R•values and efficiencies installed must meet or exceed the minLTUm values 1. On Table 6C•1 indicate the equipment neither being added nor renovated may be tell blank. Components and equ p in existing exterior wails is being removed or enclosed by the addition.an amount equal l I under which rea of INS glass percentage balls or.7ab a 6G2!Prescriptive: '•ODITIONS ONLY. Date rmine the percentage of�reiwlass s to conr�Goned Ilogr area in Ne addition as loltovrs.Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area o a no al root glass and add it to the previous total.YJh g aired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified.Ac sal glas a the l glass grass area total by the conditioned floor area of the addition.Multiply by 10010 gel the percent.Find the largest g percentage are given by the t/pe of glass(Single or Double Dam)and Inc overhang(OH)p percentage ca you indicated.The overhang(OH)distance is measured perpendiculady from the lace of the glass to a point directly under the outemtosl edg windows and doors previously in the exterior wall of then house and being reinstalled in the addition db not have to comply with the overhang and shading coefficient requ cements on cable 6C•2.Aft new glass in the ad must meet the requirement for one of the options in the glass pe 9e of the overhang. 3. RENOVATIONS ONLY.Replacement glass needs to meet the lareas being renovated that dot not meet N and s rnTelna muslf Ibe erne single pane 1 glass led,double-pane dear or double pane tint d!overhang and whoss Iowa,, edge does not oxtend lunncr than wlhen from new System is overhang. nstal installed or system installed. 4.'BUILDING SYSTEMS.Comply ( S. Complete the information requested on the top hall of page 1. applicable items: •3,and check a6 6. Read*Minimum Requirements for Small Additions and Renovations",o able 6C 7. Read,sign and date Ne'Owner/Agent cenilicauon statement on page 1. -2- FLORIDA ENERGY EFFICIENCY CODE.,FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive..Method C SOUTH 7 8 9 Small Additions,Renovations 8 Building Systems Department of Community Affairs Compliance with Method C 01 Chapter ns 1 he Florida ie and multifamily ll residences.mAll mat ve methods are provided lfo�ddifio s bytuse of Form 60OB•97 orr600A-97 less,site installed components of manufactured homes•and renovations 9 PROJECT NAME: (Lt-v-•l04 dT o v BUILDER: CLIMATE AND ADDRESS: L� �-o S• u> OFFICE:.L Q' 'L��L`ti PERMITTING ZONE: 7❑8 �9 . ,-.-' ' PERMIT NO. JURISDICTION NO.: Li OWNER: w�CZLS 1e -n-'L`{ SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less•ol conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components ADDITIONS .not to the existing building. Space heating,cooling•and water heating equipment efficiency levels must be met only when equipment is Installed of the addilion, specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential building s.undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED lose Print OMES AND BUILDINGS.00nllyCsite- installed components and features are covered by this form.BUILDING SYSTEMS Comply whej! omplele new system is installed. 1. 'Renovation, Addition, New System or Manufactured,Home 2. 2. Single family detached or Multifamily attached S � . 3. If Multifamily—No. of units covered by this submission 4. . 4. Conditioned floor area (sq. ft.) ,y. . 5. Predominant eave overhang (ft.) 5single Pane Double Pane 6. Glass area and type: s ft• sq. ft. a.. Clear glass 6a. �_ q• 6b. sq. ft. sq. ft. b. Tint, film or solar screen I 7. Percentage of glass to floor area •` 7' � 0/4••••• 8. Floor type and insulation: •• • 8a.. R= l •..'.38 ''1ir.It• a. Slab-on-grade (R-value) b. .Wood, raised (R-value) • 8c. R= --;•• It+ goes . c. Wood, common (R-value) 8d R= scr. ft. • d. Concrete, raised (R-value) . 8e. R-= '•sq.•f!. e. Concrete, common (R-value) "'•••see 9.. Wall type and insulation: a. Exterior: to 9a-1 R= S sG. It. • 1. Masonry (Insulation R-value) **go ...... 9a-2 R= ......---- .:�:tt. 2. Wood frame (Insulation R-value) , b. Adjacent: 9b-1 R= s "j' ZZ g$•sq.Tt. 1. Masonry (Insulation R-value) •.•.• sq. 2.. Wood frame (Insulation R-value) 9b-2 R= o It. c. Marriage Walls of Multiple Units' (Yes/No) 9c 10. Ceiling type and insulation: 10a. R= °> `c ° sq. ft. a. 0.nder attic (Insulation R-value) 10b. R– sq. ft. b. Single assembly (Insulation R-value) . 11. Cooling system' 1�,Ct Sz t kc4 (Types: central, room unit,package terminal A.C., gas,existing, none) 11. Type: SEER/EER: s z�.kSTt"r tt .12. Heating system': (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas hop.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System': 13a. a. .Backflow damper or single package systems' (Yes/No) 13b. b. Ducts on marriage walls adequately sealed` (Yes/No)" 14 Type: 14. Hot water system: EF: (Types:elec.,natural gas,other,existing,none) : 1 *Pertains to manufactured homes with site installed components. e I hereby certify that the plans and specifications covered by the calculation are in with the Florida Energy Code.tlBefore construction iss completed..this building will be � compliance with the Florida Energy Code. 5 ,Z ispected for compliance in accordance with Section 553.908,F.S. PREPARED BY: w �'V�-��'VA wti �" _ DATEy BUILDING OFFICIAL' ' I hereby certify that th' b Idi g i In compliance with the Florii Energy Code DATE: S Z DATE: OWNER AGENT: Revised 1998 Climate Zones 7 6 9 TABLE 6C•1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED INIMUMNENTS OF MANUFACTURED INSTALLED HOMES. MINIMUM INSULATION EQUIPMENT EFFICIENCY EFFICIENCY COMPONENT INSULATION INSTALLED RA SEER = 10.0 SEER = Concrete Block Central A/C-Split rn Frame,2'x 4' R-11 z. Single Pkg. SEER = 9.7 SEER = QFrame,2'x 6' R. 0 unit or PTAC EER = 8.5' EER = Common,Frame R-11 ------ v Common,Masonry R"3 Electric Resistance ANY Split HSPF = 6.8 HSPF = Under Attic R-30 0 Heat pump-Sp rn Single Assembly;Enclosed ? Single Pkg. HSPF = 6.6 HSPF = O Frame R•19 Fme z R.13 = Room unit or PTHP COP = 2.7' HSPF/ _ Metal Pans R 10 w COP w Single Assembly;Open co U Common,Frame R-11 a N Gas,natural or propane AFUE _ .78 AFUE = in Slab-on-grade No Minimum Fuel Oil AFUE = .78 AFUE = cc Raised Wood R-11 ----- pRaised Concrete R"5 --- rr Electric Resistance EF = 88 EF = LL Common, Frame R-11 '- w _ lt;� Gas; Natural or L.P. EF = .54 EF = ~ In unconditioned space R-6 -&- Fuel Oil EF = .54 EF No minimum In conditioned space - 'See Tablo G-3,6.7 n � TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Installed%_ _--- Maximum percentage glass to lioor area allowed is selected by type,overhang tengtlt;and shading coefficient. Maximum%_ __--_- • OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED • . • GLA$�7Yi'�,• UP TO 40% UP TO 50% • 00 ••••UP TO 20°/s • UP TO 30% • • Double Single Double Single Double ••• S ngl0 b0ulgle Single OH-SC OH-SC OH-SC • • OH-SC OH-SC OH-SC �_ C OH-S, 2'-.90 4'-1.0 3'-.90 00000 3'-1.0 e 2' 1.0 1'-.90 3' .86 2'-.70 1'•1.0 • 0••t� 2'-.86 1 .70 • 0'-.70 1'-.50 86 • • • 1 - 1'-.65 2'-.65 q•.. •• o'-.so 0'-.65 1'-.45 0'-.40 00.00• • 0'-.45 0111, • D• .000 -.35 •• • 000 •••• •••••• SHdt'or SC may t oblair�ed Irom the manufacturer. Single clear SC=1.0,double clear SC=.90,and single tint SC=.86. SHGC_.87=S • •••••lABLEgC-S •• •MINIMUM REQUIREMENTS FOR ALL PACKAGES CHECK • COMPOIQEA ••••S-CTION REQUIREMENTS 1✓ • IS •• •�xterioi�oinT�&Crac'cs :606.1 To be caulked, askeled,wegther-stripped or otherwise sealed.oor area. Exterior to ows& Doors 606.1 Sole plates and penelraGOnsrlhro ghf op plates of exterior walls must be sealed. •• ole&Top Plates ' r 606.1 Typc IC rated with no penetrations(two allernalives allowe ). ecessed Lighting ( Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water marked circuit breaker;electric) aling systems must be provided with outside combustion air. Heating except for direct vent app Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly or cutoff as must be rovided. External or built-in heat trap re uired. Swimming 612.1 Spas&healed pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including!heal units). V Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ac HVAC Duct 610.1 sealed,insulated and instal installed nuaccordance wlth the ccrteria of Secltion 610.1. Ducts ntlattics dmust be Construction, Insulation&Installation insulated to a minimum of R-6. L� HVAC Controls t for each system. 607.1 Separate readily accessible manual or+automatic thermostat GENERAL DIRECTIONS: 1. On Table 6C•1 IONS:the R•value of the insulation being added to each component and the el6dency levels of the equipment being installed.All R•values and efficiencies installed must meet or exceed the minenum values sliding glass doors ani ;d.Components and equipment neither being added nor renovated may be left!tank. %DDITIONS ONLY. Determine the percentage new gl n to ditextedorewalls s being edmo ed or enclosed by the addittion.an amount equal o the total area of this glass may ben subtracteCoromzthe total g/asslarea. X root glass and add it to the Previous total- glass :.e the adjusted glass area total by the conditioned 1oor area of the addition.a eld Multiply by a shading coefficient(SC).nFor a giver glass type and overhang.the minimum ishad'g coefficient allowed ed is specified.Actual glass are gnen by the type 0191 ass(Singh or Double pane)and the overhang(OH)p windows and doors previously ly i one of exterior opbonslio the 9tassuPznczntage wlegory reinstalled you indicated.The o erhang(OH)&stance stmeasure measured cudlady from nNe lace of the class t aapoinbdi directly under�the oulertno.t edge must meet the requirement of the overhang. , 3. RENOVATIONS ONLY. Replacement glass feel from Nc needs to ngeet ass la leas being uire ents that del rat met his hadin must ether single pane for bnied,double-pane dear or double pane b'nled overhang and whose west used edge does not o4end lu - 4. BUILDING SYSTEMS.Comply when new system s installed for system installed. S. Complete the information requested on the lop hall of page 1. hcabte items: 6. Read•Minimum Requirements Icr Small Additions and Renovations•.Table 6C•3,and check all apD 7..Read,sign and sate ft OwncilAgenr cerif cation statement on page 1. -2- _ �.