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636 NE 101 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date tr% Z _ 6 ? C.i Job Address 63 6 k? L 10 ( t e,1 Tax Folio Legal Description Historically Designated: Yes No t.,, Owner/Lessee / Tenant "Tiq r 0,1.) E S A tQl) . .--Alln ki Master Permit # 9,<c/2 Owner's Address Phone (305) go; goK- Contracting Co. /96ine (r)c iL e r Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer ye iq In CA C /ri H/9 (-/ r) Address Bonding Company /,`/ Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN M AS°14&.) \ i t pil- to/ ith-4;‘ ii 7002 WORK DESCRIPTION Square Ft. Estimated Cost (value) 6.700 6.700 (;) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to s o the work stated. Notary as to Owner and/or Condo President Date My Commission Expires: y o.' ,b 24 } . FEES: PERMIT g RADON oz- o2-9er Signature of owner and/or Condo President Date tt Signature of Cop j L l??e Criva J. O -vr wner -B "lder Date a J o3/ -0 . c / Notary as o Contractor 9O i er- : uilder My Commissiim MAMA a ' A lfi4] rSION FXP. Tim Date C.C.F.' © --- NOTARY -� BOND TOTAL DUE APPROVED: s� Zoning Building j i Electrical Mechanical Plumbing Engineering a 1 RECEIPT DATE 2 - 2 J RECEIVED FROM J LLC C 7445.5 ADDRESS 6 5 t iil e. _ „ 41-1 , HOW PAID AMT. OF ACCOUNT ACCOUNT .CHECK MONEY ORDER AMT. PAID BALANCE DUE DOLLARS $ • .. PLANS EXAMDIATION SHEET JOB SITE: ed i 55'Oh - 6 NE /0/ 51" TYPE OF REVIEW: SfY uc-i - . CODE SECTION PAGE LOCATION COMMENTS DATE: 2/99 BY: 7,6 /. Ind ca. / e o 4j the eleva-fi .s F'4.e- c ,-t - cc-J ied, wANd, pressures o-,•c, ¢ n ew d s /SIB€ - les. Cern'er ca /fen governs . 2 . V t b f e si it4 P r i e s 30 " ct-1 &eat rr j 3, G1'1U Wa,Gl5 /o h ✓2 hey rc 3 . recKt 64.) 46 alle rvta Courses if • Re..-1- I (S eGir).) ru e t od. h ce . �. Aux, f re se. 0.1./ ✓ e Sm i f dears va.l �,c� based en VIS ua.j ei5 tc-.` iS Z000 I Subrn+ i Prod A va is for he (4/ dears 56 P4, els (Ieldudletj s (de - 1; le 5) whtcl Go- 46 cdlGu - /red pressures. i side - 11' -ch rr r ►. �e9ra di -the dev r y (pcz vtee Shsu tu rd w) ern toe r befweey% der side 1 r" ,Le 7. 04 serif., (d e h 1% Cif tkt,e ver reii41 (Aoki-) i • - COtiC.E K 2 NO 0 PnoN PM eri 4 ti147 g6 - ,//ze Fe.24 ce,„ Nita . PRODUCT CONTROL NOTICE OF ACCEPTANCE Hunt Awning Company, Inc. 5795 N.W. 36 Avenue Miami FL 33142 MIAMI-DADE COUNTY. FLORIDA MBTRO -DADB FLAMER BUILDING BUILDING CODE COMPLIANCE MILT METaQ DADS FLAMER BUILDING 140 WB4T FtAOL EIR STREET. SUM 1603 ; MIAMI. FLORIDA 33130.1363 (305) 375 -2901 FAX (303) 375 -2900 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (303) 375.25511 CONTRACTOR ENVoaCEM SECTION (305) 375 -2966 FAX (305) 375.2905 your application for Product Approval of: PRODUCT CONTROL DIVISION (sob) 375-2902 FAX (305) 372-6339 20 go. Sled Storm Panel Shunter under Chapter 8 of the Code of Miami- Dada "County governing the use of Alternate Materials and Types of Constructiotland completely described herein, has been recommended for acceptance by the Miami -Dade County Budding Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not bolid 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 . the use of such product or material immediately. BCCO reserves the right to revoke this approval,,ifit is, determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Expires:02/16f2002 The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1021.03 Approved:02/1U1999 Raul Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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. ranclsce . e Intana, ' A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Interim sell address: postsesterObeildl a,eedeeeliee.ees ® Hewepep: 611p :lIwww.helldle1eedeeellee.as Hurst Awnine Comnamy, Inc. ACCEPTANCE No.: 98-J2 1.03 APPROVED FEB i 1 • EXPIRES February 16. 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 97- 1208.05, which was issued on February 5, 1998. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. or 2. PRODUCT DESCRIPTION The 20 gauge galpized steel storm panels shutter and its components shall be constructed in strict compliance with OE following documents: Drawing No. 98 -218, titled "20 Ga. Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 30,1998, last revision 82 dated January 4, 1999, sheets 1 through 8 of 8, signed and sealed by V. J. Knezevich, P.E., on January 6, 1999, bearing the Miami -Dade County Product Control Approval stamp with the Notice of AleeptRnce number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 20 gauge galvanized steel stonn panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. . 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Hclmy A. , P. E. - Product Control Examiner Product Control Division 2 of 3 • Hurst AwainE COMM y. Inc ACCEPTANCE No.: APPROVED FEB 1 1 . EXPIRES : Febraarv_16.2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a mncwal application has been filed and the original submitted documents, including test-supporting data, engineering documents, are no older than eight • 2. Any and all approved products shall be pennancndy labeled with the manufactnrea's name, city, state, and the following 'Moment "Miami -Dade County Product Control Approved ", or as specifically . staled in the species conditions of thls Acceptance. 3. Renewals of Acceptance will not be considered iF. a. Thee hask change in the South Florida Building Code acting the evaluation of this product p and the 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 an the requirements of this acceptance, including the correct installation of the product. .. , d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer ping die engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically , be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other 6. The Notice of Acceptance number preceded by the wads Miami -Dade County, Florida, and followed by the mc Lion date may 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 docrmncnts, 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 needs not reseal the copies. 8. Failure to comply with any section of this Aeceptanaiihall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. IGlakar, P.E. - Product Control Examiner Product Control Division 3 of 3 1 1 E X A P r I POP. TO ►AID VAS SECTION TYP wmTH {M.BOTED L OVtRLM TAsTEWERs L OPTIONAL OAR (SEE PLAN vow &NOTESSLSI TYPICAL ELEVATION - TYPE 1 TOP MOUNT PLAN VIEW OOTtON MOUNT ► LOCATION MARKING 1.114 12.44 COVERAGE 12.54 FULL PANEL 1 STORM PANEL n(taRAL HOTESu SCALE r • r-0 1. THIS SHUTTER SYSTEM IS DESIGNED N ACCORDANCE WITH THE SOUTH PLORIDA BUILDING COOS, Mt EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL U PERFORMED FOR SPECIFIC JOGS N ACCORDANCE WITH ASCE 1 -SI '1411MMUM 0($13N LOADS FOR BUILONGS AND OTHER STRUCTURES 3. STORM PANELS SHALL BE 20 GAUGE STEEL (H • .03S - 1 CONFORMING TO ASTM sp. muff so. 00 GALVANIZED COATING. EXTRUSIONS =HALL SE i007 -TO 4. PRODUCT MARKINGS SHALL BE WITHIN 1Y' OF ONE ENO OP THE PANEL WITH A MRM4UM OP ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS POLLOws, HURST AWING O0. 540. DADE MUM PRODUCT COONIROL APPROUED S. ALL BOLTS AND WASHERS SHALL SE GALVANIZED OR STARLESS STEEL WITH A MOWN TENSILE STRENGTH OF 40 KS10R APPROVED COATED HARDWARE. S. MATERIAL SPECIFICATIONS NOTED HEREIN ARE . THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS KAY SE MOUNTED HORIZONTALLY WERE APPUCASLE. S. FOR TYPE 11 TYPE M PANELS. AN OPTIONAL r x r x I< QA STEEL BART MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON SKTALLATIONS BELOW !3' ABOVE GRADE. PROVIDED THAT THE PANEL SPANS USED ARSE IEr. OR LESS. AND THAT THE SEPARATION MOM OLAS5 B r 011 MORE BUT LESS THAN 2.S'. t. TYPE 111 S PANELS SHALL BE FASTENED AT MIDSPAN W/ 1/4 -23 • r BOLTS WITH OM: CAST ALUMINUM WASNERED WNGMITS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPARK LESS THAN AS i1DSPAN PASTINESS ARE NOT RE0URE0. TYPE I L S PANELS UTILIZING A STEEL SAR =MALL SE FASTENED AT OVERLAPS AT MIDSPAN TO A r E r x K GAUGE STEEL BAR USING 1/1-20 x 3 -1/2 WITH ON CAST ALUMINUM WASHERED WNONUTS OR JACKNUTS ISEE�T IEPICAL ELEVATIONSI. FOR TYPE w L IV PANELS. FASTENERS AT PANEL HOW ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AM PRESSURE TESTING N CONPORM AE WITH DADE COUNTY PROTOCOLS B111111 Ni. PA 201.202. AND 203. WORT Ns. 1144126. NO 17'3, Tl-4013. CONS UCYpN A N D 1 151 REPORT Ns. .5-021. 011411. SIM OMR NO SO4144. it AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OP THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISNO THE 1141E OWNER OS INUIT THAT TIE STORK PANELS Ws.l NOT OFFER ISIRIIKA1E PROTECTION UNLESS AU. REINFORCING BOLTS AND OR SASS ARE PROPERLY INSTALLED WHIN REQUIRED. WARNING LASEL SHALL SE FASTENED WITH PERMANENT $IVE OR HECHANICALIy. 12. wHEN PANEL IO USED. 4 - 1/L - AND 12 - /r 0.C. SHALL 35 USED IN ALL DETAILS IN THESE ORA W LAU OF 5" AND 12 SUT FASTENER SPACING SMALL NOT EXCEED THAT SHOWN N ANCHOR SCHEDULE ON PAGES S ./ L S. 405144 Z V M TO PANEL SPAN) Tr, L. OVERLAP minima i OPTIONAL BAR (SEE PLAN VIEW L NOTES O 1 M TYPICAL ELEVATION - TYPE 1I HALF PANEL ONE HALF PANEL PER OPENING COVER BE PEM5146. stemma) TO .121 TYP. 1 EXIST1440 STRUCTURE WIDTH UNLIMITED 5.50 14AX. rc A1S ACROSS " �i 13 WASHERED NUT SCALE • HALF SIZE W� REO NUT SS MUST BE PLACED OVER NARROW PORTION KEYHOLE SLOT. r MB MI MID Tr►. J / Ovl11LAP FASTENERS TYP. GEE WTI • S) TOP MOUNT PLAN VIEW OOTTON MOUNT ALUM. AIDE CLOS'MI MICE. Ms r• ASV Nrt10 r Kra .OSS NAIL MID O • 4 ANGLE 5 ANGLE SCALE ! 2' • r -0- SCALE , !- • r-0- 1 1 J X ITYP) 1410 BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) TYPICAL ELEVATION -WPE 111 STEEL BAR SCALE r • r -o- VL MAX. I FASTENER • it 04. Pon 3511044 LOADS Liss THAN t411D_10 %0 P.DF. L • S- o.C. FOR 0[11044 L _ NEATER THAN 14f P.1.5. 1u1 ANCHOR SCNIMILI POR ANY ACCEPTABLE ANCHOR, WIDTH YM.IMITE5 NPERP. TO PANEL SPANS 701 1101)441 1 A I 12 0.71r 14.2$0 FULL PANEL STORM PANEL SCALE = r • r -o S:R GENERAL NOTE *12 SHEET 1 OF S. 1/4 - UV NADINE SCREW STUD 1411C1!0 ANSI KU MAILS TOR SPACING • magma STRUCTURE r -- Li 4' MAX. O STUDDED ANGLE SCALE . I • r -0 SECTION .125 TYP. r * PLAN VIM 0 SPRING LOCKING CLIP (1" WIDE) SCALE . r . T-or MOTTO, MOUNT T. TYP. 1PTIONAL) EE TYPICAL CITATION 1 NOTE 4t m 1- ■ • MID - SUR MICE. 2- • 1- • .125 - MAIL PLAN VIEW / CLOSURE DETAILS SCALE: 4 -v2 • r -0 WIDTH UNLIMITED 40015. TO PALL SPANS SECTION P� TOP 4401117 PLAN VIEW 12 1 ' ITYP) L BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) TYPICAL ELEVATION - TYPE IV I 2.>j 0 "h" HEADER SCALE s r • v -0- 2.514 R .251 R .Isr —/ Anti BY Vr NIL OvE*LAP 4-1/2 EXISTING .41 O "U" HEADER SCALE i 3- • r -0 1 = JIG T.u N�p Au C J 11—±-1" j EE (ZAMAC 3 ALLOY) O "P 1 TRACK O WASHERED WINGNUT SCALE 12 - • r - SCALE . HALF SIZE APPROVED AS =PLYIMB WITH SOUTH - i OVUM GOOF OA SILL TRACK IW I 1 ; 4 o -W r ' a osv SCALE . B- • r-4- 11 NAOLOIN8 COO' COW LANCE Off AIWFPTANCE NO. , 141°2 p14 4 O FASTENER • 12- o.5. FOR OLSOSN LOGOS LESS THAN OR EQUAL TO 114 5.5. # • 4 . 0.C. PON OtWION LOAos GREATER THAN KS P.S.F. )SEE /INDOOR SOMME FM ANY ACCEPTABLE A111410 IJ t HOU ow Ole rEE AIAM •suo ON ?VPi OF STRuCT RP . SEPARATION (SMUT $ OF TM ODOR L EXISTING CONCAETIL ISU ANON* SCHCouLe STURUOCTuittl t OF ■ 012 DOM GLASS Stt MIN. SEPARATION FROM SLASS SONIOUL( (SHUT s OF SI ANGLE TO WALL OCTAL O WALL MOUNT SECTION SCALE s 11 . r -0' Moab MANOMa ANGLE TO WALL DETAIL �--. FASTENER. 111 AHCNOR SCHEDULE. NIFIDIUGS at1oN CD FASTENER. UL ANCHOR CCTIOM -1 r— wool MtAMMO FASTENER. SU ANCHOR $c.EOIis. REPUENCE CONNECTION 'TVPE r FASTENER. SEE ANCHOR sCHE11ULE.REFERENCE COIDILCTION TYPE 1- © WALL MOUNT SECTION SCALE r • I• -0' 1/ 4-20 •OLT S, OR MASKREO MIT r 0.t. FOR rys; . AND •12• Fat Trim ML Type W PANEL TO ANGLE OCTAL V -21 N DOLT t. M.smREO OR NIT s' E.C. P0R TYPE I AND • II' OL FOR TYPE ■ S TYP[ IV PANEL TO ANGLE DETAIL uE NHL SEPARATION wSitET GLASS of oi° Lc GLASS OR 5 'ASTONS. SEE AMON SONOULL INFORM CONNECTION MFRS. SU IMI. SEPARATION FROM SASS SCHEDULE (SMELT s OP SI c_ LIKED. OMR ITYPJ CEIUNG/INSIDE MOUNT SECTION SCALE , r • r -0' SCALE $ 2 . 1 - -4' i� jpjj TMs OCTAL MAY SE USED AT TOP OR NOTION OF PANELS. 100E ONT. 2- w't►a4- V2'LS. LAG SCRIM • 2L- 0.C. MAIL Id/ 1 -2/6- Pt1ETRATAN M CENTER DAP STUDS 2- ■ s P.T. w000 CONT. NOTE. USE Of THIS OETAL E LIMITED TO • 11 PSF. WALL MOUNT SECTION ' 4 • ~ HO LOWK TL OR WOOD MANIA t AMOUR SO■DuLE WU STALK/UM TYPI OF 1 /A•2s MINN 001.2 & OP MASNEREO 11{12 s' D.C. PER TYPE E ADO • FOR TYPE S1 & TYPE IV PASTORR. SU ANOIOR COII*C V ION ' EXISTING STRUCTURE VI. -• a T -2/l' Ls. LAG • 12» o.c. wt $-I PENETRATION EITO W000 NUT v11-24 DOLT & OR MA1IERLO S' O.C. FOR E ARO • it o.c. FOR TYPE M & TYPI N P t/'. HAIL OR 000OR SEE MIS. SEPARATION PROM GLASS SCHEDULE If1EET s OP SI HOLLOW GLOM O R WOOD FOAMS SCHEDULE E ASED 01I TYPE OF 1TRUCTIMLI 0AS� STRUCTURE METER Cowan. 010(0. NOLLOM SLACK ITYPJ iM W000 FEMMES $TRuCTuRt1 �• / / WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 1' • 1' -0 FASTENER, SU ANCHOR SCHEDULE. NEVERENCE CO5 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT/0N Tiff 4* 1/1-211 NADINE DOLT L NUT • T2' G.C. STAGGERED ITYP. TOP S !BOTTOM . sot CLosuRE Kra (SEE PLAN VIEW © BUILD -OUT MOUNT SECTION SCALE : r • r -a 'ASTON*. SEE ANCHOR SCHEMA. REFERENCE CONNECTION envoy TYP. TOPS SOTTON. USE REIIOVASLE PASTENERS • d'O.C. MAX. PON TYPE & OR • 12'o.C. PON TYPE E (00 NOT USE WERE ANCHOR SON01LE SPAONO N LISS THAN s' 0.C.) EIIKTINO CONCRLTE. HOLLOW SILOCK WOOD FOAMS M MES ANCHOR SONOULE sA1EO ON TYPE OF STRUCTURE) VA' MAX. Va_2S2S Ns1E DOLT & wliff oR MASIEREO IRIT s.0 - O. PON TIME A • Tr O.C. FOR TYK IN 1 Tye. N APPROVED AS GOMPLaINO WITH THE SOUTH FLORIDA BUILDING CODE WAVY PRODUCT 01 ( DIVISION RINIDING COOS COItl'iMNCE WIDE ACCEPTANCE NO. rt ....• 2 .1 • CONT. (TYP. OP a SOTTON 0000 R COMM HOLLOW KKK OR WOOD FRAMES ISEE ANCHOR SON STR E OF SITE NIL SEPA&AT10N SCALE r • r-o- 'fASTVNER. St[ ANCHOR COMIECTION W •MPE ■ ROE CLOSURE 11E0'O. (SEE PLAN VOW) THIS T� NAY SCUM AT TOP OR SOTTO. READERS C Att DETAIL. 14/r 1 -112- TlE 121 0 WOOD LA6 i fs M/ 2.4I& 11[1. 1 aim * 24' 0S.:. HAL j V4-20 BOLT OR WA01NRt0 NUT t,` TLC. OA P TYPE 0 AND • Sr OL FOR TYPE SI a TYPE N ALT. BUILD -OUT MOUNT SECTION WOOD ROOF TRUSS OR FRAMING NENBER SHALL 0E PERPENDICULAR TO PANEL CONT. L s .250' ALUM. PLATE OVER �� a W000 IWOOD PIENSERS LSEE MIN. SEPARATION BON GLASS SCNE NOWETSOF MAX. OCEAN LOAD . 12 PSPI 014 SMS O TRUSSES 12" O.c. d > 09 SOFFIT CONNECTION DETAIL © SCALE' 3 • 1' -0 r - STUCCO FINISH OR PLYWOOD SOFFIT V 4" NAIL HOLLOW I. ISSC ANCHOR SCIIGHILE T� MIT S PIT SEE NK1. SEPARATION PRON 'LASS SCNT011LT ISII[ET S OP 0) •rKr• .i2S' ALUM. STUD ANGLE - ---- -� DOM. WALL MOUNT DETAIL sui8) -• -e- O SCALE 11" • 1' -0" Mg= TIRE OCTAL MAY II AT TOP SIMOO OP PANELS. SET MIN. SEPARATION FROM GLASS UMW �� NtET S OF GI t.� HOLLOW t TS. MU ANCHOR 101OULE ST�RUCTIMKIVF[ - OF 04A11. OES10H LOAD • 12 040) "PASS THRUM DETAIL 0AS7ITNdt. SEE ANCHOR �- ca 1 ,--- V4.2 �t a T Nl 6" Tree NO I M OX. r CLc. r CD . / tYt A 12' O C. FOR TYPE • a TYPE Mt OR 0 T 7 • . V4.2S BOLT i E St YASHIREO RUT TKC.POR TYPE E AMI O.L x: FOR TYPE • a T N� —MAX. VI' R.E NNKN sarcasm. �1 2/4' P1.YW000 --- 2' ■ 4' ■ I/O' CONT. ALIAS. POWERS TUN (01/61-10) 1/4•41 ION. OMAN CONC. O r O C. HOLLOW BLOCK OR V4'0 AS SCREW IN t!" 0.C. W/ 1-Vr MIL WOOD. W000 SHALL OF SPECIFIC GRAVITY - 0 . OP 0.11S 011 GREATER Vro MIRY 00LT • sr O.C. V 4 - 0 POWIII RAWL CALK -111 • 12 0.1. WITN WIN 1141. EOM. IN CONC. OR HOLLOW BLOCK OR V4 "0 LAO maw • 24' O.C. AL V 11111. IL N W000 O - 0' 00 0 C GREATER r a 2" ■ vr CONT. ALUM ANGLE 6442 -T4 H0U.0 0 � TE. OR W000 FOAMING I(11 ARMOR [ SA1iUD ON TYPE OF STRICTURE) r V4-2e SOLT & OR WASNERED NUT 0 0C. FOR TYPE R AND • Or 0J:. FOR TYPE M a TYPE N 09 © 2' * 2' • .121 ALUM STUD ANGLE —� TWO-DI sr ALUM. POP MUTTS • I2 o.C. r` F0N « u a [ a E ISIIEET a OF 1S. POI HOLE • O' O.C. WKOULE.REPERENCt CONNECTION 1 0 r O ALT. WALL MOUNT W/ SPRING CUP ism. oNLY1 SCALEI 1 • 1'-0" Kat mat. LIMN OVAL SE U4EM TO TOIBLI 1 TIPS ■ [XiSTa11 C010RETE --1 V4 - 0 POWERS IIAWL CALK -IN - !/4 O G� 7/0' W/ V a 44 -20 C RACISM SCREW -- lath rift OCTAL MAY SE USED AT TOP OR BOTTOM OF PANEL. (MAX. OEMs IAAO • 12 PSf1 ‘,..9 EDGE MOUNT DETAIL SCALE • 3" • r-0" 1/4 -20 S.S. BOLT a WIN0NIT • PANEL MIDSPAN OR • Sr 0.C. NAft. MVP) taw r • r • .1S' cow. 4001 -14 AL ALLOY OR N SAGE GALV. STEIL ANGLE r•1 - a VW OR t 1' a VO' 0002 -T6 ALUM. *MILE r•r•VO - TO • S-• VS 6061 -TO ALUM. ANGLE W/ 114 "0 STUD • 12- 0d. t:/(g arms yawn O CORNER DETAIL SCALE s r • r -o 1 APPROVED AS . i011111114 WMI DE sour!' FLOM MUM CODE O© STORM PANEL DAT (4....4. By • RE PRODUCT • 1 , DIMON BUILDING CODE uNCE OFFICE 4CCEPTAN!CI NO. ?Q f� ® r • r ..121' AL1N1. STUD ANNA —\ va -!0 � *0 OR UT T N 4 '0.C. FOR TYPE II AN).12 O.C. P00 TYPE•i PEN EXI1TN1 CONCRETE. HOLLOW KOOK FOAMS IS SHOO 00(0(2.1 BASED ON TYPO OF STRUCTUJREI 2 . 2' ..010 - 0•).T0 CONT. ALUM. TORE 4 XISTING CONCREft. HOLLOW BLOCK (u1 pN�DI� OF 0R S�CHEDU E S AS • II1KT ) HOTCj T1110 01TAR. MAY • USE. AT T0, OR BOTTOM Of PANEL. IMAX. DESIGN LOA.. 72 P$PI EDGE MOUNT DETAIL SCALE l • 1' -0' ©6 ® r.rx.12S STUOOED AMA 1/ a -21 NADINE SCREW • S 0.0 V•'• POWERS (AWL CALK -IN WI TIM INN. 110(0. N CONC. OR HOLLOW B LOCK • 4- O.C. ypjj THIS DETAL MAY SE UseO AT TOP OR BOTTOM OF PANEL. MAX. DESIGN LOAD • 72 1011 L S /11' • POWERS RAWL CALK -IN • a- o.c. w/ r mot Deco. INTO CONC. OR HOLLOW BLOC( Wl 1/1S-IS MACH NE SCREW Os r s - . us CONT. AIDE SSLh• ALA w/ 1/ MO x 2" ALUM. TUBE BUILD -OUT O SCALE I!r•r -4 MIN. Va - • POWERS RAWL CALK -N W/ 7/r NIL DSO. $ • TY 0.C. 04 CONC. OD • 7 0.C. N HOLLOW BLOCK onus VL -20 NADINE KNEW VL - 0 MACHINE SOLT j • 12 0.C. Grp 2 v ,- rrs - ■vr 4001 -1S ANGLE r•2 - r .121 - STUDDED ANGLE VL -2S NOt SOLT i OR WASHUGO NUT i' OL FOS TYPE O AND • sr O.c. FOR TYPE M i TYPE N Va• 14AX. (MAX. DESIGN LOAD • 72 PS1) ANGLE TO "U" HEADER BUILD -OUT V SCALE . r • r -0 DOTING CONCRETE. H OLLOW 540144 4000 PRANING 1 14E AMMON SCKOU.E B ASED 011 TYPE OF STRUCTURE) TWO - r . I- R VS' ANNG21E L/1 4 A U 2 ,1 r . vs- _��, 4 1/4-24 HA NNE SOLT S T OR WASMERED MJT !4 4` 04 101 TYPE • O AND tr O.C. FOR !tot OIi TWO - S /14 - 0 POWERS RAWLjCALK - 01 mow. t i p s - o .C. wt riot mow. N cost. 1 HOLLOW BLOCK WI ).! INK 1 EDGE GIST. W/ Il16-1I HA NNE scREw Q2 11r..1211 STtl0010 ANGLE - SCALE , !' • r -0 ••■■■••■." TWO -V HACMNE SCREWS ALT. LEG DL4ECTION bbl THIS R BOTTOM OF PA AT PANEL. TOP : INAX. DESIGN LOAD • 12 PSP) STORM PANEL SUPPORT BEAM scALE . )- • r -o- (HAX. MEAN LOAD • 72 PSP) ASSEMBLY MOUNT 012 S11t •lr0.1. • 00 v1 -211 NACHOS SCREW STUD M/ WON NUT • 6 0.C. TO PANEL ANGLE CONNECTION STUDDED STORK PANEL V1 -211 MAOINE SCREW STUD W/ NUT • 6 O.C. ANGLE TO ANGLE CONNECTION TIRES L'• POWERS RAW( HIN. EIMD W CONC. w i ~ VL -2• NACH011 SCREW +- 2 • T l•-r /1AX. T /.s.1r. tr.SJKI' 4002-1* MARL LAP BEAM - r . )' • V•.- w S• - 6 - ALLNL ANGLE IT TOP i 0071004) • Its. Dow BOLT 12 O.C. ANGLE TO ANGLE CON4CCTION vL - . POWERS RAWL CALK-010 11 0.C. W/ 7/1 /r14. E/IBED. INTO CONCRETE w/ v1 -20 HACHNE SCREW.. STORM PANEL INTERIOR FASTENING DETAIL SCALE N.T.S. 11/s 411•12-16 ANGLE -- ilO,tL THIS DETAIL MAY SE USED AT TOP 011 SOTTOM OF PANEL. IMAx. DESIGN LOAD • 12 PS1 INTERIOR FASTENING ANGLE ASSEMBLY SCALE" 1-1/2 . 1 -0- STORM PANEL BUILD -OUT SCALE r • r -1 mows PANICS T mum THIS SOLT KA*1* PANEL OVER EACH ADJACENT PANEL AND FASTEN WIN01WTS FROM THE INSIDE ) /r• MOLE POR FASTENING PANEL sT A NAL SCALE' 1-1/r • v-i- k 1/`-2' NA1 �T � PEP. STW w/ Two-1/4 DROP - ANCHOR • r O.C. . w Het r i EO. 1 IN CONC. • INTERIOR FASTENING *IG ANGLE RUSE WITH DETAIL vT 1 O' ') 2' • r x .1:: / L_ 1/a -2) SOLT & STUCCO ANGLE WHO NUT r O.C. FOR t' � TYPE O AND • tr 0.:. r • r . .12S' PON TYPE • S TYPE 11/ STUD ANGLE J APPROVED AS COMPLYING WITH TTIE SOUTH FLORIDA ammo cam 7 OAT BY PRODUCT CON OE DIVISION BUILDING COOL COMPUANCE OFFICE *Crfprf!'rc NA _ # • c • • 4. SD E+1 H 0 m 4; • 3 1 1 N 4 • I 11111 y 61/4411/ 1/p 98 -218 • c M TYPE I TYPE 11 - . TYPE III TYPE IV NEGATIVE I DESIGN LOA I.� W (PSFI ' � FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS t SILLS USING STUDS, ,DOLTS OR DIRECT ,r $DUNT 0 6" O.C. ' : 8OLT% OR OAR RE0'0. AT ImSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT Q 6" O.C. OOLTI OR *AR NE0'0. AT NDSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT 0 12" O.C. NO OOLTf OR BAR RE0'o. AT NIDSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS 1, SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT de 12" 0.C. NO BOLTS OR OAR REO'0. AT MIDSPAN OVERLAPS L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 40.0 8 -8 12 -0 8-8 11 - 6 45.0 8 -8 12 -0 8-8 10 - 10 50.0 8 -8 11 -9 8 13 -3 55.0 8 -8 11 - 8 -8 •9 -9 60.0 . 8 -8 10 -9 8 - •3 - 4 • 62.0 ' 8 -8 10 -6 8 -8 9 -3 65.0 8 - •9 10 - 8 -8 9 - 0 70.0 8 -6 9 -11 8-8 3 - 72:0 8 - 4 4 -9 8 -7 3 - 75.0 8 -0 9 - 7 8 3 - 4 . 80.0 7 - 5 9 - 3 8 3 - 90.0 6 -8 8 -9 7- 2 7 - 100.0 _ 6 - 0 8 -3 6 -6 7 -3 110.0 5 -6 7 -11 5- "0 �• 5 - 11 120.0 5 -0 7 - 7 5 -5 ; -7 130.0 4 - 7 7 -3 5- ' 1 6 -4 140.0 4 -3 7 - 4- 7. ` ' - 1 1 -3/8 8 - 9 N N/A 3 3 -1/4 2 160.0 3 -9 6 -7 4 - 0 5 -9 170.0 3 -6 6 - 4 3 5 -7 180.0 3 -4 6 - 2 3 5 -5 190.0 3 -2 6 - 0 3 - 5 5 - 3 200.0 3 -0 5 - 10 3 - 4 - 11 210.0 2 - 10 5 - 9 3 - ' - - 9 220.0 2- 9 5- 7 2 -' 1 4 6 230.0 2 -7 5 - 2 -9 4- 4 c M ACTUAL SHUTTER 3 MINIMUM SEPARATION M MINIMUM SEPARATION BAR N - NO BAR . 40.0 ' - 2 2 2 2 -1/2 1 1 -1/4 ' 8 - 5 2 2 2 2 -1/2 1 1 -1/2 12 - 0 N N/A 3 3 -1/4 . ' ' 2 2 -1/2 • 5 5- 0 2 2 2 2 -1/2 1 1 -1/4 8- 5 2 2 2 2 -1/2 1 1 -5 /8 11 9 N N/A 3 3 -1/4 • 2 2 -3/4 60.0 .• 8 5- 0 4 4 2 2 2 -1/2 1 1 -1/4 8- S 2 2 2 2 -1/2 1 1 -5 /8 10 - 9 N N/A 3 3 -1/4 2 2 -1/2 70.0 8 5- 0 2 2 2 2 -1/2 1 1 -1/4 8 5 2 2 2 2 -1/2 1 1 -3/4 9 - 11 N N/A 3 3 -1/4 2 2 -1/4 80.0 8 5- 0 2 2 2 2 -1/2 1 1 -1/4 8- 5 2 2 2 2 -1/2 1 1 -7/8 9 - 3 N N/A 3 3 -1/4 " 2 -1/( 90.0 8 5- 0 2 2 2 2 -1/2 1 " 2 1 -1/4 8- 5 2 2 2 2 -1/2 1 1 -3/8 8 - 9 N N/A 3 3 -1/4 2 2 100,0 6 4- 0 2 2 2 2 -1/2 1 1 -1/4 6- 0 2 2 2 2 -1/2 1 1 -3/8 8- 3 2 2 2 2 -1/2 2 2 110.0 6 4- 0 2 2 2 2 -1/2 1 1 -1/4 _ 6- 0 2 2 2 2 -1/2 1 1 -3/8 , 7 - 11 2 2 2 2 -1/2 1 1 -7/8 120.0 6 4- 0 2 2 2 2 -1/2 1 1 -1/4 _ 6- 0 2 2 2 2 -1/2 1 _ 7 - 7 2 2 2 2 -1/2 1 1 -7/8 • • • A TABLE 1 - STORM PANEL& (*t SCHEDULE 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. 0 TABLE 2 - MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE ,. 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM SEPARATION FRON GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT‘ HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET NO BAR" REQUIREMENTS. APPROVED Al 0019111NO mu THE sourll FLORIN WILDING CODE DAT . .1. -- PRODUC D4VItON BUILDING 000E COI OFFICE 1 CCEPIAKCE N0. _ft;1_olf. 4 3 0 M d W 1 < 0 0 b Z Y Val 1 6 4 4 3 No, draws by I AI crane NC 1 b• bilged b VAS yob rawly mo. 98 -218 sweet s•r• • ANCHOR SCHEDULE � �,:��, � NiRR71 ti URIAUM SPACING (INCHES) REQUIRED FOR VARIOUS OE81QN LOA08 AND SPANS • �� TYPE LOAD IWI PSF MAX. NI ) 3/4• EDGE DISTANCE SPANS UP TO 5' (SEE NOTE 1) SPANS UP TO . NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 2 PE 3 ,51 .5 ` 5 12.5 11 CONNECTION TYPE 2 11 7 3 12.5 12.5 4 2.5 12.5 5 CONNECTION 1 2.5 2.5 TYPE 2 3 ( 4 12.5 10 S 0:-Mailliga> V& WOOD 1 w/ I-3/4" THREAD PEI_ _ _ __.O_ (SHEAR PARALLEL TO MAIL 72.0 12.5 2 .512 52.5 6 12.5 3 9 7 4. 12. 1 12.512. 7 12. 4 12 9 4 12 /t 5 4 3 230.0 11 /. 5 4 3 10 //' 4 3 i / 10 ' /..,' 4 3 //. • - 1,r∎∎.% ,'t`., _.� 1/4•• WOOD LAO SCREW W/ ENETRATION (SHEAR PARALLEL TO GRAND 48.0 12.5 2.512.512. 12 12. 11 12.5 2.5 7 12.5 6 12. 2.5 S 62.0 12.5 2.512.512. 9 12. 7 12. 2.5 5 12.5 4 12.5 10 3 72.0 12.5 2.512.512. 8 12. 5 12.5 12.5 :4 12.5 3 . 9 7 3 92.0 12.5 9 12312.5 6 12.5 4 12 9 ' 12 ; . % 5 4 �• 230.0 11 /,. i 12.5 12.5 12.5 12.5 12 4 12.5 12. 12.5 12.5 5 4 2.5 12.5 12.5 10 4 - - - 12.5 12.5 12.5 12.5 1 2 - - * * 1/4 ELCO MALE/ FEMALE - PANELNATE' W/ 1 - 7/S HMI. EHREONENT & 1/4 - 20 HACHNIE SCREW WITH NUT 48.0 62.0 12. 12.5 2.5 25 72.0 12.5 2.5 92.0 12. 10 " / 230.0 12 * 1 (11111 WWI W/ 7/o• new. • AND I /4 MN. EOOE DISTANCE 48.0 12.5 2.5x12.512.5 7 9 3 9 9 4 6 r .� ; 6 6 3 62.0 12 5 12 12 5 7 :/ 7 7 3 5' . 4 r i 4 72.0 10 4 10 10 4 6 4% 6 5 r, , - 4 ,, // // ; 92.0 e . B 8 3 4 // 3 3 ,, , 230.0 3 ,� �� %�1�l /� 3 /! 4 • . l r/ 3 ' /•/ //: 4 z. • 4 r 00 1 .:1 r 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE FOR ANCHOR PANFOR ��IFIC 1.00AOB MUST BE MUTED TO ' OSE SHOWN IN TABLE 1. SHEET 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DEMON LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT ♦ SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXIST STRUCTURE MAY BE CONCRETE. HOLLOW BLO R WOOD FRAMING. REFERENCE ANCHOR SC E FOR PROPER ANCHOR TYPE BASED ON TYPE OP EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE 1S W000 FRAMING WOOD FASTENERS ARE INTO ADEQUATE FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF CENTER FRAMING, FASTENER 2 "x4 R(SHALL OOD STUD E 3/4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE 6.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX MEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT).-U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT. NUT. OR MACHINE SCREW. •t APPROVED AS COIBLYOM WR 1}B SOUTH FLORIDA BUILDING 000E DATE t BY _ PRODUCT CON DIVISION BUIIUMG CODE COIIPIUtICE WTI Trutu:CE NO. _ft 21 .43 B 1991) FA@TE!NER YAIOWMA $PAOINS ANCHOR SCHEDULE • DESIGN LOAM AND B ANE MOHO) REa1NRED PO N VARIOUS :.(i: ittit: •. ANCHOR . ' .` r EDGE DISTANCE r EDGE DISTANCE LOAD S F SPANS UP TO (BEE NOTE 1) SPANS UP TO (SEE • NOTE 1) SPANS UP TO (SEE NO 1) SPANS UP TO (SEE • NOTE 1) SPANS UP TO SPANS UP TO (SEE . NOTE 1) (8EE NOTE 1) HAX. (SEE NOTE 1) CONNECTION 1 TYPE 2 CONNECTION 1 TYPE 2 3 1 CONNECTION TYPE 2 3 1 CONNECTION TYPE !r 2 li. � 3 4 4 rr 5 1 CONNECTION 2 7 5 TYPE rr 3 K�i'� :TM S 1 11 12. ' 8 12 CONNECTION 2 4 3 TYPE 3 12.x."12.5 9 4 7 8 6 V4 -1 ITW TAPCON 1 MW. EMBEDMENT 100P� * i. ' k a t i I! ELCO MALE/ FEMALE PANELMATE` 1-1/41411. R 1I4 •20 MACHINE SCREW WITH S.000P.ILL .. W/ 1 WL POWERS EMBEDMENT i V4 48.0 2. 2. 2.5 2. 2.5'12.5 7 12.512.5 9 7 12. r 10 3 /� i� 2.512.5 8 6 6 5 12. ' 12.' mmemmeme W W• NUT SCR! 62.0 72.0 e 12 8 MEM MI 12 12.5 4 12.512.5 10 12.5 3 X12.5 12 6 9 5 4 I. 12_ 9 mem 12 IT 4 ME 7 10 5 @ NIMBI �y 3 3 4 7 5 a 10 11 a 8 48.0 ! ____ _ ___ ____ • . 25 5 12 12.5 12 S 8 /01 E l / 0 � 6 5 3 M14IM 12.E10 I E KII ! /r te . EE 10 1 j N 12 INI� s '3 I 12 12 � 3 7 8 11 ' :1� 3 3 11 11 62.0 19 MOT 9 ' 1 2 3 72 .0 7 7 1 0 ' / 1 0 9 4 7 r 'f L 4 3 12 7 mem 9 10 3 10 9 5 7' 4• 4 3 3 92.0 5 me 4 OEM N I F HEN N Ell r O \ N O I r" ININ / /' 11 7 4 Mil • MN em Bo© ! , N I N l N I N 4 Ctell mem 2/2 4 1 INA! 1 1 lV lV !V 7 r , ` N' @ 0 111' OIIAI BR 6 4, I. 6 5 2512.5 12.512.5 i 8 5 / 12.5 12.5 BEM o 230 48.0 62.0 2512.5 7 5 2.5 10 72. 92.0 memememe It 9 11 12.5 6 12.5/12.5 7 12. 9 7 4 12_ !E��IE 7 MEZE 11 12.5 4 11 9 7 9 12.5 4 12 9 5 12 MI 11 12.5 �� 5 B 12.5 3 7 5 6 STUL MlO11E 230 ���� © F1 I 1 A N 4 12.5 fl 6 10 11 8 7 5 4 MIM h4 12. FINN 11 O S I N M CH N 12 O tlr N N FIN 4 CH N S 12.5 P 12 7_ 9 3 3 i3 , 5 12 7 4 12 5 5 14" Ioli^ . ..-..S"1 4 8. 1 (I ---4 62.0 10 "�� 10 12 3 12 12 V4 BAWL NAIL HII 6.1 ''•I 1 /4`•ITWREOHEAD miAIOLT ANCHOR fIILMOPAL - • POWERS ANAC - IN W/ 1. EMBEDMENT u. , -' SLIM .VS• HMI. DOW. -. 72.0 17 mem 8 10 r 10 9 5 ' 7 4 3 3 12. 8 . 10 6 8 !f 5 4 4 92. 8 9 = / • 5 5 6 ' ' '/ 3 !..::.-/ 3 230 IL _ _ I NIN N N N EHN N E1 '"NN O© .MI Qo 110 :INI O ' N I r r E � EH N H N l I MIO A r N ,01 MIM ,41(4; alt) ►A \� N 3 6 9 12.5 / 3 /,i 1 11 MI 0 1°^1°14 62. 72.0 9 mem 9 12.5 3 12.512 5 9 ea 6 4 3 12. mMECIIIE 4 ME 1 8 12 3 7 5 5 92.0 5 MC M '/� 3 3 3 12.'MEM 11 me 3 10 7 6 9 / 4 3 4 230.0 7 M � N IN N • / 2.5 2.5 11 N H 10 7 _5 "FINN r ° MHO :' 1 IV P 4 r l r. in 1 .! o N Elliti ©!7FI IV ONN CHH N k �Alo l 11- I�I�I 4 2.5/12.5 12 10 8 2 7 3 12.5 4 11 e 7 • R L 1/ SOLI 1 -, 48.0 N ME DI 1 � v w IV IV V 62.0 12.5 5 12.5 4 I) /4 - • IsADI w/ AD) ; ..:' '. 72 12.5 4 11 92.0 2.5 8 4 11 8 5 11 5 4 3 12. m� 11 8 12.5 3 6 5 5 230.0 10 4 4 3 10 ?. /, 4 3 3 10 4 3 3 12. 3 4 5 S 12 // 5 4 5 12 ,;. / .• 1 • • rn 4 .1 SEE PAGE 6 FOR ANCHOR NOTES APPROVED AS COII<LVUIO WED TIE SOUTH RONDA MUM 000E OAT Er PRODUCT CORT DIVISION °UII TING COOE COMPLIANCE OffICE ' CCEPTAM,CE NO.. pr. X L O eo v W N W N O N � M C • • AS nave. 3.4 MAX 98 -219 1 1 !114luIi • Clililil • am111111111■ VJ. PROMS h FL LIc o' PE O w. +Ewe ,•• 4 .Ial snail. 1H SEE PAGE 6 FOR ANCHOR NOTES APPROVED Ill CO MA MI ThE SOUIN TIORI0A OI KOMO CODE DAT A...rika„ a'! PRODUCT c0IT OIV SIOII eullaec CooE 'ccEru,I�ci No. � 1 I. 3 ANCHOR SCHEDULE - _ • PA$TBrER imam •PA01118 WW1) REOUIREO I'OR VARIOUS OESIGN LOADS AND dPAAr8 %, ANCHOR J r .' • • -• LOAD (WI PSF N 1) r EDGE DISTANCE r EDGE DISTANCE SPANS UP TO S._0- (SEE NOTE 1) SPANS UP TO e -5 (SEE NOTE 1) SPANS UP TO 12 ' -O (8EE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) . SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 12'- (SEE NOTE 1) 1 CON TYPE 2 ! 4 S 1 CONNECTION TYPE 2 3 4 k 5 1 CONNECTION 2 TYPE 3 4 5 I CONNECTION 7 TYPE 1 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 • • :_Nmi'ntt!,,mttittl"> 1/4 -. ITN TAPCON W/ MI 1 -1/4 N. EMBEDMENT I I �� UV* ELCO MALE/ FEMALE - PANEL EO E W. t -//t I1YI. Et10EDIiENT SCREW WITH NUT 48.0 2. 2. 2. 2. 9 10 3 10 10 5 7 , 7 7 MEM E1E lid. 11 12 4 12 12 6 8 OM 8 8 62.0 mr, 6 mi 7 . 8 r 8 8 4 5 21 4 3 M 7 MBE 8 93:Pal 5 6 EA 5 3 3 72.0 12 4 12 12 6 7 a 7 6 3 5 E 3 rim 5 Kiim 7 e gigna 4 EmEsAmar-, 4 M 5 Cam/,!<!.G 0 IN 11 a 11 3 r 5 92.0 9 9 9 4 5 ! / Na 10 10 10 5 6 4 3 230.0 48.0 62.0 I2 e4 / 3 �. �K�rli.3r 9 M 11 9 12.5 12 ii! 5 g './ 12.5 / 7 3 11 M 3 QGC 11 E 11 �••�� �Y,r/. 4 , BEDTli.�r� � 4 fl / 33 e /�I VA 4 NI 5 .•I( 12 12 5 8 6 S 3 10 10 12 12 12 6 8 7 5 4 72.0 92.0 7 4 Ec/ 7 10 10 6 9 4 4 3 7 6 I /j/3 %yy�� 4 3 3 7 4 a 9 10 /0 9 5 7 4 3 3 7 8 6 4 4 6 Eg ga . 230.0 5 a%YJ �/�/ M �/ E 5 adOM 5 ninnEll ESIENj!i 3 12 12 6 t /o - • POWERS RAWL CALK - 11 w/ 7 /e- EMBEDMENT & L E MACHINE CRt S STEEL MACHINE (CREW 48.0 mirammE 10 12.5 4 2.5425 6 9 El 9 9 4 min comicam ' l 6 62.0 ME ox 8 6 IE mar BE 7 6 10 9 3 M 10 9 10 8 4 4 7 6 fM 5 3 4 3 3 ME O+OGE 10 7 mem aim 11 BE 10 11 3 3 2.512.5 11 10 7 6 9 8 �/a N 7 4 5 3 4 4 72.0 92.0 12 1100 .7 ` Ng na ErA' ME MC 8 9 el 6 4 4 6 / g 230.0 4e.o 4 zEliEli31 /33 / //1��2y/ /� /!♦. EE �5 I /le 9 � 10 �!/J 3 g 10 10 5 7 /f/� i/t7 7 7 �j►' 6 �/ 4 =mum /j 4 � /d� � (!�! 3 5 11 11 4 11 11 � • 8 � 8 3 4. 62.0 6 7 8 1 7 8 9 ' 9 9 6 5 3 RAI NAL NM. I W/ 1T 72.0 4 Ili 6 6 6 6 3 4 Nail 5 7 7 ;, 7 7 S 3 3 92.0 9 f r 9 % % zei 8 4 6 9 11 6 D //%% 3 !7 D ryry 91 �y�'� {l/ 6 ! ) 11 11 11 8 11 8 5 4 ©sI 7 6 Ot// al � ZG 7 4 nj; 7 3 r i i ' 130.0 48.0 7 8 1/4"0 DYNABO ANCHOR 1/4 EPDXY %.S. NADINE 2' ITW RED HEAD LT SLEEVE W /1 -1 /e MIN EMBED. 62.0 6 j 6 3 4 3 ggifigif { ! g 72.0 9 3 9 9 5 S . S 5 3 4 NOME 12 4 12 12 7 7 a 7 6 5 E 3 is 92.0 7 a 7 7 4 4 , F/ N N �/ i6/. 9 © 9 9 S 5 IBi 4 3 4 230.0 48.0 62.0 72.0 in H� N NH 212 ME � , 2512.5 12.512.5 � 10 7 5 FINN 125 11 9 ` 'NM n `e3 l o 0 10 8 6 AWN e4 ra 'T EC N ©HM Si 10 7 5 e�� / 12.5; 12.S 13.5 3 12.5 12.5 12.5 nakirn I W/ 2- i�REW Aso j - 20 ITW EPCON ANCHOR w/ SCREW MIN. EMBED. 92.0 EC 8 mi 2512.5 3 11 8 7 11 4 5 EE 8 !� Ke zemc i 3 11 8 7 11 IN 5 4 230.0 10 ;! , 4 4 S 10 4 3 4 10 !/; 4 3 4 10 P ,/ �� 4 5 10 ; 4 3 4 10 . / 4 3 SEE PAGE 6 FOR ANCHOR NOTES APPROVED Ill CO MA MI ThE SOUIN TIORI0A OI KOMO CODE DAT A...rika„ a'! PRODUCT c0IT OIV SIOII eullaec CooE 'ccEru,I�ci No. � 1 I. 3 T - _ 1 7" � toy /of 57 • r4 ., P4yc =MC,4)7 /i PA�2,e ve./ y / • Cli‘` 2 c / 'js. �a ` / Q = 5, A/o . 6 �G za. z' V , • , Nb) • 7 5 0 0' + ^ :4. 0.6 ' 1 ;�1 '/a C of • [[yyyyyy►► : r._. �, * .•�/ ' .... /rte � . :-..,t4tit4t.:',..rtvit,itiA .* • . .• J - o P 6.4- ,, ' 9 A ct I AG, • • '• o 2 ZS, 0 , • v -t .,.■.•+- l•4 0' • t y ~ • it A LEGAL .t)1ZSCR T'IAN:. ORM ki\.vics 10 i4 1!" 1 CovR 'S� Loc:tr MAP LOTS. d .AND 7, •8 T!NE, ST t/2 .9 P •;'• O -?►; !N B 9C1t ; 1 DF &M PLAT 1P 141M41 SWORE . ECTtO & :'No 4 •1'O ' ftECORDED, Xtt PIJIT EOOK .15. • AT 14 GR ^14, 'DP ,'PH1S PX1 i!•IttQO Rb$•• %O y •1 +4R IA. • • 00.611R Nb. M:;664.2• `•. , . Mi 'I ttorfib .ii . 38 `38 • • 1. PROPERTT 4.1., "i x t ti :,..004 'J4 Coenaiini' r 4tck 1 3 i$ e► d - 01154. . • 4.44 DATE :: OEbTONER SCPLEs MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Lumber Co. 2431 N.W. 20th St. Miami Acceptance No.:98- 0922.01 Expires:09 /20/02 .approved: 10/14/98 FL 33142 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: Series 1518 Out- Swingin� o (305) 375 -2902 FAX (305) 372 -6339 o Eighteen Lites Wood French under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, (This NOA renews iVOA No. 95- 0818.06.) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. PRODUCT CONTROL DIVISION This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster @buildint;codeonline.cont HnmeQare: http : / /www.buildingcodeunline.cont Florida Lumber Co. ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES : September 20. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - )il�1 J 1 �1i1 OCT 1 4 1993 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0818.06, which was issued on September 20, 1995. It approves a Series 1518 Outswinging Eighteen Lites (w /True Muntins) Wood French Door, as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in this approval. 1.2 Model Designation Series 1518 Out - Swinging Eighteen Lites (w /True Muntins) Wood French Door. 1.3 Overall Size: 75" wide by 97 1 / 4 " high by 5 1 / 4 " deep 1.4 Configuration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 36" wide by 96" high by 1 3 / 4 " thick. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: 1/8" thick tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing stops. 2.2.3 Daylight Opening: Summation of all vision lite areas shall not exceed 1819 sq. in. or 12.63 sq. ft. 2.3 Door Leaf Construction: 2.3.1 As manufactured by Rouge Valley Sash & Door Co., Simpson Timber Co. 2.3.2 Face sheets: N/A 2.3.3 Core Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4 %" face x 1 3 /4" thick; Top rails: 4 '/" min. face x 1 3 /4" thick. Bottom rails: 9 3 /g" min,. face x 1 V4" thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with " Ovolo" glazing rabbet. Corner construction: butted and attached: 2.3.4.1 At 4'/" rails to stiles: with minimum two 5/8" diam. x 4'/8" long wood dowels, 2 3 /4" penetration into the rail. 2.3.4.2 At 6 %" and 9 ' / rails to stile: with minimum three 5/8" diam. x 4 ' /8" long wood dowels. 2 3 /4" penetration into the rail. 2.3.4.3 Muntin bars or muntins: Are 1 '/4" face x 1 3 /4" thick wood Ovolo bar, mortised together. 2.3.4.4 Door leaf may be substituted with an approved equal, holding a current Miami -Dade County Product Control Notice of Acceptance. Manu Perez, P.E., Prod t) Control Examiner Produc Control Division Florida Lumber Co. -2a- ACCEPTANCE No.: 98- 0922.01 APPROVED CCU 1 4 1.33 EXPIRES : September 20. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a 1 1/4" x 1 '/4" clear grade Douglas Fir moulding kerfed 1/8" x 5/16" for weatherstrip, attached to a 2 %" x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe sleeves 8 '/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue, 7/16" x 2" staples at 15" o.c. and 16 #6 x 2" FHWS (4 at each side of pipe sleeve). Sealed to the inactive leaf at the inboard and outboard face. All astragal attachment fasteners are covered with wood putty. 2.3.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around fastened to the door using 5/8" long x 3/16" wide crown gun - driven wire staples 3 staples per stop. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs and head are of 5 1/4" wide by 1 1/4" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted corner construction. The head/jamb corners are of butted corner construction and attached with three 2" long x 3/4" wide gun- driven staples at each corner. The jambs and threshold ends are coped to fit at the corners and also attached with two long x 3/4" wide gun- driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 3/8" thick x 5 %4" wide, 3 -ply BC grade plywood plate attached to the head with glue and 3/4" staples at 1 1/4" from edge with remainder at 8 o.c. and to the jamb with three 3/4" staples per jamb. 2.4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5'/" wide x 1 3 /4" high threshold. Consisting of a 1 3 /4" x 3" Douglas Fir wood portion attached to a 2 '/2" wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.5 Weatherstrips: Otv. Description . 2.5.1 One A single strip of vinyl wrapped foam compression weather seal. J- shaped Q -Lon QDS -650 2.5.2 One "SiliconSeal" door gasket Pemko #S88 compression bulb. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. Location Frame head, jambs, astragal and threshold. Top outside edge of each door and outside vertical edge of active door. Mar�fiel Perez, P.E., ProduControl Examiner Product Control Division Florida Lumber Co. ACCEPTANCE No.: 98- 0922.01 2.5.3 One A vinyl wrapped foam compression self - adhesive pile dust pad. 1" wide x 2" high x 3/16" thick 2.5.4 One Pemko model #345 AV Set Aluminum and vinyl rain -drip sweep, attached with #6 x 5/8" RHSMS at 6" o.c. 2.6 Hardware: Qty. Description 2.6.1 Four 4" x 4" x .085" thick plated steel (2 w /safety stud or non - removable per pin mortise hinges. leaf) Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9x2'' /2" FHWS to the frame. 2.6.2 Four 4" x 4" x .085" thick plated steel (2 regular mortise hinges. per Hager model 1841 or leaf) Penrod #MH40AUWS attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 %" FHWS to the frame. 2.6.3 One Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F 1 ON or Kwikset Lock Co. Model #200E 2.6.4 One Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model #660 2.6.5 Two Single surface /thumbturn deadbolt lock Schlage Lock Co. Model #13180N or Kwikset Lock Co. Model #666 2.6.6 Two Concealed 12" extension flush bolts 1/2" diam. x 1 '/z" long steel with a 3/4" .throw, attached to the actuating hardware by a 0.207" diam. rod threaded at both ends and passing through the pipe sleeve. Operating hardware is recessed with a -2b- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS T C jSQB : September 20. 2001 Lower end of jambs and astragal, adjacent to each door corner. Door bottom rail. To be installed after door is sealed and finished. Location Top hinge: 6 3 /4 "" from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 '/4" from top of doors. 3rd hinge: 58 7 / from top of doors. (At each Active and Inactive leaf.) Active leaf - at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf: one at 2'/4" from top of door and one at 2 '/4" from bottom of door. Inactive leaf: (astragal) one at top of door and one at bottom of door. av / r.4�,4'J fiA. Manuel Perez, P.E., Product Co trot Examiner Produc \ t Control Division U Florida Lumber Co. 2.6.7 Two NOTICE OF ACCEPTANCE: flip -type actuator and attached with four #8 x 1" FHWS. Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. 2.6.8 One Strike 0.050" thick brass 2.6.9 One Strike 0.077" thick brass 2.6.10 Two Strike assembly 0.062" thick brass surface strike with a concealed 0.120" thick plated steel reinforcement plate. -2c- ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES : September 20. 2001 SPECIFIC CONDITIONS Active door leaf: one at each top and bottom surface deadbolt. Inactive door leaf - at passage lock Frame header - (above inactive door) at upper concealed flush bolt. Frame header: one at upper single - surface deadbolt. Inactive door leaf: one at single - cylinder deadbolt. Hardware may be substituted with an approved equal, holding a current Miami -Dade County Product Control Notice of Acceptance. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using 4 butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade 1II. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive sealant during assembly. 3. LIMITATIONS 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 7. 3.2 Units with dimensions equal to or smaller than those shown in Section 7 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4. INSTALLATION 4.1 Screws and Method of Attachment • 4.1 Screws and Method of Attachment 4.1.1 Head: 410 x 2 'A" CP FHWS at 6" from corners and max. 20" o.c. 4-'10 x 2 'A" CP FHWS, 2 thru lock strike plate. (over active leaf) #8 x 2" CP FHWS 2 thru exterior bolt strike plate.(over inactive leaf) 4.1.2 Jambs: #10 x 2'' " CP FHWS, at 6" from corners and mac. 24" o.c. 4 x 2 '7: CP FHWS, one through each hinge. 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2 'A" CP FHWS, one at centerline, one at 12" to each side of centerline and a /Lli17 Man l Perez, P.E., Product o trol Examiner Product Control Division OCT 1 4 1S98 Florida Lumber Co. -2d- ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES : September 20. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ET 1 4 19y8 the rest at max. 10" o.c. 4.1.3.2 Attach aluminum portion to floor with: #10 x 1" CP FHWS, at 2" from corners and max. 10" o.c. #10 x 2 V2" CP FHWS, one at 4 'A" from each side of centerline. 4.2 Limit shim space to a maximum of 'A". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.5 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each door system shall bear a permanent label with the manufacturer's name or following statement: "Miami -Dade County Product Control Approved ". It shall be place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, the manufacturer's name or logo, city and state. logo, city, state and located in a visible issued by FBMA with 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu Perez, P.E., Product o trol Examiner Produ ontrol Division Florida Lumber Co. EXPIRES : September 20. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TYPICAL ELEVATION: Max door leaf height 96" Design Pressure Rating (Positive) Design Pressure Rating (Negative) +48.3 PSF -59.9 PSF -2 ACCEPTANCE No.: 98- 0922.01 APPROVED OCT 1 4 1999 Manuel e z, P.E., Product ontrol Examiner Product Control Division U Florida Lumber Co. Models Included: 1612 % / i 2132 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1616 2005 // 1610 2020 ❑❑❑ -2f- 1615 M 2045 ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES : September 20. 2001 2035 2029 Tudor 10.10 J J J Tudor 1: .10.1 1 1 4 1,399 Manuel 'erez, P.E., Product Co trot Examiner Product Control Division Florida Lumber Co. 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 Approval ", 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 change 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 all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may 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. 8. 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, 2a through 2f and this last page 3 END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 98- 0922.01 APPROVED OCT 1 4 19913 EXPIRES : September 20. 2001 Manue erez, P.E., Product of rol Examiner Product ontrol Division i uiIdYng Insp :AMI SHORES V LL GE BUILDING INSPECTION DEPARTMENT AP a' LICAT N FOR BUILDING PERMIT Applicaf2.on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other !fracture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved p' - -ans and specifications must be kept at building during progress of the work. Date / — /6 ,19 Owner's Name and Address.. 8e., /17,A s5-(//Of /', ,q� No v 3 6 Street y <.. .. .c./....5..,.. Regiut red Ar,j7dect and /or Engineer..._ L✓ f/, ,�.. Td 6. �_.ne._.,.f.,2 Name and address of licensed contractor S '? 61;_ 2 e/ 2 7 S /L, vri, .1 -$ - - .5.22_ Location and legal dercripaon of lot to be built on: w. s/.1 of. LX J 7- Lot A.`.< a.t .eF'a 6101 Block /0.3 Subdivision / //C , S / /O/TEs Street and Nuincer where work is to be done 6 36" /_ ..e..0 / ,s7= State ., ? . 5- f __ tc be done. and purpose of building (by floors) // T/' c 0 z_ ���___�, e /T N / et / z% e ? i c2/..:e —.— . and for no other purpose. NtA., Buliding Remodeling Addition Repairs No. of Stories To be consructed of ,f.(-:- I {ind of foundation Roof Covering Estimated Total cost of improvements $ 7,z. Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 1,Vorkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pe.manent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this per fit, as are licensed by Miami Shores Village. Remarks (Signed)_ _� C !' tii�rz STATE OF FLORIDA, COUNTY OF D%DE. ss. Before me, Ole undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above deseribed construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. Permit No '' 1 4 ,. Date (— 1 ` g Read, Sworn to and Subscribed before me. Disapproved (Signed) . Notary Public, State of Florida My Commission Expires NNING BOARD DATE Chairman Member Member Member Member .. _.. Member Council Approved Date Disapproved ........... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has beer. obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.