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736 NE 94 St (10)Cil." MIAMI S OR VILLAGE BUILDING DEPARTMENT 305- 795 -2204 SEP 3 0 2005 Building Inspection Request Date (IL l 05 Type Insp' n I Ka I ShuTraf Permit No. 1 12. Name 1 0`0 t o Address 1 Ur t it :57 Company Alica1 i 5hw1(►at3 Phone # 305 l q5 4 ` Z� Inspection Date l Approved Correction Re- Insp'n Fee Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -1269 Printed: 8/30/2005 Applicant: TIM BARNUM Owner: BARNUM TIM JOB ADDRESS: 736 NE 94 ST Contractor ATLANTIC SHUTTERS, INC Local Phone: 305 - 945 -7277 Parcel # 1132060141680 Contractor's Address: 15421 W DIXIE HWY #23 Legal Description: 5 53 42 MIAMI SHORES SEC 3 PB 10 - 37 LOT 11 & E1/2 LOT 12 BLK 65 LOT SIZE Fees: Description Amount FEE2005 -11820 Building Fee $140.00 FEE2005 -11821 2 $1.20 FEE2005 -11822 Training and Education Fee $0.40 FEE2005 -11823 Technology Fee $3.50 FEE2005 -11824 Scanning Fee $3.00 Total Fees: $148.10 Total Fees: $148.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/25/2006 Construction Value: $1,500.00 Work: INSTALL HURRICANE PANELS Page 1 of 1 SE 0 a PAID 1 01 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department AUG 2 r X269 � Permit No. C. BUILDING PERMIT APPLICATIOPii- -- = - -- - t i Master Permit No. FBC 2001 Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ti R\L Cn Phone # c' S' 9c5— - 7 Owner's Address 7 5 ) • E. 5 City (0 t cvm "D\'∎ ct 5 State L - Zip "35 k 3t Tenant/Lessee Name Phone # 05 Job Address (where the work is being done) 7) (0 N • E. q L J 5 City Miami Shores Village County Miami -Dade Zip — 57313 Is Building Historically Designated YES NO Contractor's Company Name _\o. 1\• i C %Ill k 71-m. Phone # 3G 7) 77 7 Contractor's } Address S k '� \ Cit �" I`l State L Zip - 331 L Qualifier tr, n k<17 r et.t.4 L( itect/Engineer's Name (if applicable) 1 ((xit..2.t.v.: As S o • Phone # 6 1g - s t/ 6r.elritranngineer's Address - 33 D A. 4& R.Q us> 4 - 4 ,-. City ff L.p.4.44. State P t Zip 3 3 3 0 ( $ Value of Work For this Permit CO O' OV County Escrow Fee $ Education/ Training Fee $ Code Enforcement $ Square Footage Of Work: /3 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Number of: Bays Stories � Families Bedrooms Baths �, Type of Work: DAddition iteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 1rs "i"gh. 1 g ic2Ri`CA AAA-- LS 4 0 i 1 I • 2-0 Permit Fee $ / 7' v Notary $ O. 40 Tech $ 3 . 50 Scanning $ 3 •00 Radon $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ 1414644L (Continued on opposite side) Bonding Company's Name (if applicable) n ` Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A p- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY P Sign: Print: er or Agent The foregoing instrument was acknowledged be day of May , 20 0 5, by f i nA. a who is personally known to me or who has pro As identification and who Print: (FREDERICK = • ' a o� * 'r My Commission Expires: ' tr My Commission Expires: AA 7 (Certificate of Competency Holder) State Certificate or Registration No. C C. S 1 I 0 1— ********************************************************** *******/********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc7/7 /03 Signature Sign: Contractor I The foregoing instrument was acknowledged be day of 4 , 20 IBS, by wona lv known o m ^r who has pro as identification and who di OTARY PUBLIC: ' Certificate of Competency No. Plans Examiner Engineer Zoning uJ N 1- 1— Jw W J Z ZCO J 4 4 a~ LU - Z Zff QOW ain 11 -- ww XL, _I S E tnv —J 0 0 T z w J - w Z 4 X Q cc 0 w I I ' '75 01/18/01 12: - .125" TYP. VARIES 5 00" MAX ! ANGLE SCALE 3 " = 1' -0'• WIDTH UNLIMITED 1 (PERP TO PANEL SPAN) •. SECTION 6" (TYP.) TYPICAL ELEVATION — TYPE I FASTENER @ 12" O.0 FOR DESIGN • • • LOADS LESS THAN OR EQUAL TO 110 P.S F. AND (al 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P SF EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PRODU: T MA,RK'NG -- PRODUCT LOCATION - / (OPTIONAL LO,IATIGN) • • • • • • • • •• •• • • 12 00" COVERAGE 13 50" 0 1/1.-20 X 3/1." MIN PUNCHED INTO ANGLE sin (SEE DETAILS FOR SPACING) 0 0 093 " TYP 2 00" I STUDDED ANGLE O 6 SCALE 3" = 1'- 0" TOP MOUNT PIECE 0.®. , G. oR PLAN VIEW 8 1" x 1" TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE® OR •• • • • • • • • • • • • • • • • •--•- • ••• • • • •• • • 0 J wz wJI uJ 1_1 J J ~ wW LUZ 1Z ZCC IQ <0 0 a) N Q, ww Q E UIL.) J 0 LL • OVEFL P •� •(;YP.•(SEE NIOTE •kt 6) • • • •• • • • • • • • 05 \ x . 400 • • • • • • • ALUM ANGLE CLOSURE PIECE 1 x 2 " x .055" MIN TO • ..2" • x • 5" x 0.55; • • • • • • ••• • • • • • • • • • • • • •• • ••• • • ••• .75 " 6 00" COVERAGE 7 50" (ZAMAC 3 ALLOY) WASHERED WINGNUT 7 SCALE HALF SIZE WIDTH UNLIMITED (PERP TO PANEL SPAN)I ,-TOP MOUNT PIECE(1. OR OR DIR C T MOUNT 65� "! (TYP.) SECTION r— TYPICAL ELEVATION —TYPE II 1/1." MAX 1/1." MAX PLAN VIEW ® 1" x 1" TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE 4 OR OR D I R C T MOUNT EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PLAN VIEW SCALE 1 -1/2" = 1' -0" l7 Jw 0 w J Z Z Z O w J al- wE , z Zc < QOW 4. uwpG xw 1 E CC -J to O LL 0 c tr. 12_ (TYP 0 073" o, (TYP )I °' 200 "h" HEADER SCALE 3 = 1'- 0" 1 00" SCALE: HALF SIZE 16 GAGE STEEL TUBE W'OTH UNLIMITED (PERP TO PANEL SPAN) SECTION JLt5S CLOSER SP REQ FOR DIRECT MOUNT PICAL ELEVATION — TYPE III TOP MOUNT (PIECE ®OR® OR DIRECT MOUNT .NO FASTENED. & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS 1/2" OVERLAP ALUM ANGLE CLOSURE PIECE TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x 125" MIN TO 2" x 5" x 125" MAX -2- 25 065" ' 055' 055 Lrt 0' N 055•: 2 00_ 055" 3 "U" HEADER O SCALE 3" = 1'- 0" GENERAL NOTES: 1 185 " .;)• 090 - • (TYP 1 • 2 000". 1 HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) 4 OPTIONAL ANGLE O SCALE 3" = 1'- 0" 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1991. EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A S C E 7 -88 "4 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD 3 STORM PANELS SHALL BE 5052 -H32 OR 3001. H -31. ALUMINUM ALLOY, 0 063" THICK, WITH A MINIMUM Fy OF 26 K 5 1 (BEFORE ROLLING) ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U 0 N I. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS. ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS AND WASHERS SHALL BE GALV STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN TENSILE STRENGTH OF 60 K S 1 6 FOR TYPE I OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIDSPAN, WITH 1/1.-20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIDSPAN (SEE TYPICAL ELEVATION) TYPE I OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 ", USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I AND II FOR PANELS SPANS LESS THAN 33 ", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. '7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201,_203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION — BOTTOM MOUNT (C T C1 TEST REPORTS No. 95 -006. 96 -007 & 96 -007R PIECE 4 OR0 OR DIR!CT MOUNT 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALI REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED, WHEN NEEDED d • • Amu/ i .a ANCHOR SCH ED BASED ONTOLVN ON TYPE 8�•S.•�l=:.)•.• Q U !L DI P RODUCT t R .1 D( PLIANCE IS)O OFFICE • • : :� p1Z4• ••• • • • ••• • • • co 0 > I a ailOMMENUNIIIMMD 1c 'I iramoripmerimm ' V.I KNEZEVIC: n,10FF^SIONAL ENC:JGI``•EER FL Llcons/rJO: PE /901 fS983 •• • • • • • • •• • • • • FASTENER ° • 0 • C . F dJ R•E•'SI=11N •• LOADS LESS TO• •• -- 110 P 5 F AND p 8" 0 C FOR DESIGN LOADS GREA TER THAN. 10 .S F A�PROV� DA5COh' ?LYINGVVITHT){8 ) 20001 1/F- • •• • • • • SOQTE;FIfiRIC.4 BUILDING CODE o i n e i 0, EXISTING EO:IC E' TF • • . , • • • DX ^ Di HOLLOVrt OR • • • WOOD FRAMING (SEE BY ,r.“- 1 of 7 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE EMBED V ANCHOR SCHED BASED _r__,_. ON TYPE OF STRUCTURE ey- , in; o SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) - - - - -- - EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- GLASS OR DOOR - 01/18/01 12:35 GLASS OR DOOR - Q EMBED ANGLE TO WALL DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) w 0 w CONT (TYP. TOP & BOTTOM CONT. / - -- FINISH - AT =R!A'L STUCCO. AND /O PL •1/2" MAX WALL MOUNT SECTION SCALE 3" = 1-0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION"TYPE 4" 1/4 -20 MACHINE BOLT & NUT > \ p12'OC. F ?? - FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" w J J LL/ Z J d H I a •• : 1 /4 - ZQ f1QLHINE BOLT • y • • • La/IVGNUT'ID 6" 0 C • ••• • • F0:2 IYPF & II AND • • • • ch112.1Y..C. FOR TYPE III 1/4 -20 MACHINE FASTENER SEE BOLT & NUT (7D 6" 0 C. ANCHOR SCHEDULE! • ••• •• • • • REF CONNECTION ID44. '. •. • • • • - EXISTING CONCRETE, • • • • • HOLLOW BLOCK OR • • • • • • • • • • • WOOD FRAMING. SEE • • • ••• ANCHOR SCHED BASED ON TYPE OF STRUCTURE (TYP TOP & BOTTOM) • • ••• • • • • ••• SIDE CLOSURE REG'[S. (SCE SI OF :LE►/ © BUILD -OUT RM1OONYSaCtIb • ••• - SCALE • 3 " =1' -0" J w z a 1/1." MAX I rt � X OCONT- I = F FASTENER. SEE 1/4 -20 MACHINE BOLT _ ANCHOR SCHEDULE. PANEL TO ANGLE DETAIL SEE MIN STORM - PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR 1/4" MAX SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) & WINGNUT (7a 6" 0 C REF CONNECTION "TYPE 5" FOR TYPE 1 & 11 AND 12" 0 C FOR TYPE 111 enarornrm6)IP11111W"," / 1 / / N' l % il PLYWOOD AND STUCCO FINISH 2 "x6"PT WOOD BLOCKING SCALE 3" = '/— \ J` EDGE DIST • 1 GL ASS OR DOOR--r- NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING /INSIDE MOUNT SECTION (.MAX. DESIGN LOAD 72 PSF) NOTE THIS DETAIL MAY BE USED SCALE 3" = 1' -0" J w Z a OCONT AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) ;/C00 FRAMING FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE3" 7 'v- - -v [I {tj .D w J 1 - PLYWOOD AND STUCCO FINISH 1/4" MAX TWO 1/4"CD x 4 - 1/2" 5 5 LAG SCREW p 24" 0 C MAX W/ 1 -3/ PENETRATION IN CENTER OF STUDS 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0 C FOR TYPE 1 & 11 AND p 12" 0 C FOR TYPE 111 OCONT FOR WOOD BLOCKING USE 1/4"0 x LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" 0 C S S EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE GLASS OR DOOR— SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) -- -- OCONT GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE- IUE 0 UJ EMBED, SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) CONT 1/L -20 MACHINE BOLT & NUT @ 12" 0 C CONT (TYP OP & BOTTOM FASTENER SCE ANCHOR SCHEDULE. \_REF CONNECTION"TYPE 3" - -� � t- EDGE c t , 4 � 01 S T ' EQ EO —, - 1/L-20 MACHINE BOLT & WINGNUT (cJ 6" O C FOR TYPE 1 & II AND dal 12" 0 C FOR TYPE 111 SCALE 3" = s — • • BY • EXISTING STUCCO FINISH (TYP I EDGE DI_ST % L w z FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 3" CEILING /INSIDE MOUNT SECTION 1/4 MAX 0 Z w J J J w Q Z 1- Q w O w to Q w U1 J _1 _, 0 L,J Q z V— • w 1 L,J X L 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0 C FOR TYPE I & II AND FASTENER SEE @ 12 • 0 C ANCHOR SCHEDULE. REF CONNECTION "TYPE 4" FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE x SIDE CLOSURE .EO D (o E. S. C X10. S OF ELEV ) • NOTE THIS DETAIL MAY•i3E U E•• • • ••• • AT TOP OR BOTTOM/OF € • Q•• L€ • • • ••• - HEADERS O& O3 CAN NOT BE USED IN COMBINATION WITH THIS DET .I: AP.ROVEOASCOi:IPLYIfIG1:.9THiA ALT. BUILD -OUP •• 1 • 1 • NT • • SEC�I • •r Df�' PLC ID BUILDING CODE O SCALE 3" = 1 -0'••• • FOR TYPE 111 Y,U z I- 1 N U •! - N .. 7: Q w 4 U 1.1 I 'u.l' . 0 • n . `-' a 1. - ' EL I ! - : U 1•- ; p a O Q O i 5 C` : N En 1U=.'E _' ,a 'O 2 ` , M i ' _ I u > 1 : n l - N - V „ ! 'I z • L7 u i u. L >� 1 iii:I... � - 'H Z N N J N , Z a Ili wN o N 1 2 Z o 2 ii i u 1a I X 0I - S 1 uE m • z no • 2 o . R I y > I I i > ) a �t 1 ICI 1 1 V.J KNEZEV;rfl !PE OFESS'ONAI. ENyL} EElt 1 FL LiCO ' ,ii No: PE (6),0903 I JQ'N 2 ZOO ,dare 01' 18/01 1 �► t 1/4 PRODUCT C •• - ROL DIVISION ••• • • • • • • • i BWLDtN('j CODE COQ IFLIANCE OFFICE . • .•• • • • 01 -2 . 0 • • • • •Act E.TANCE tlO. -QIZ�. Is_ , • • . • • • • • • • • . ••• • • • ••• • • 5 ., , ,f 7 :c al ! •d'A"fl by AS NO,EI',' AV by i'C',n ed byl y,r. I VP ) BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" T = 125" Tf = 125" 8 -0" 8 -1" 2" x 9" Tw= 125" T f = 125" 5' -0" 15 -11" 8 -0" 13 -7" THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN EMBED. @ 24" 0 C MAX - -- CONT 4" x 250' ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT PLATE WHERE TRACK ENDS BETWEEN TRUSSES 01/18/01 12:35 SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD - 72 PSF) SOFFIT CONNECTION DETAIL O G SCALE 3" = 1-0" 1/4• "0 THRU BOLT ANGLE TO ANGLE CONNECTION p 12" 0 C. 2'•x2 "x.093" STUDDED ANGLE -s-#14 SMS BETWEEN TRUSSES p 12" 0 C FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1/4 " MAX v z w J T w In w w N FASTENER. SEE •• A►1C•104 SOIHE•DIytE. •• :RP.F :C flNNE3.1 oil "TYPE:4" • • • • • • • ' �" z 3' x T78" • oh 2 " EXISTING CONCRETE. HOLLOW BLOCK OR 5" x 1/8' CONT ANGLE WOOD FRAMING SEE 6 063-1 il (T.YP..TOP S ANCHOR SCHED. BAS . & BOTTOM) • • • • • ON TYPE OF STRUCTlJFRE • • • • • • •• • • • • • • • d • • • • • NOTE 'H f'IA• BE•I T TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD _ 72 PSF) • • ••• • • • • ••• ANGL:E 6Ut(.D OUT : O • • • • • • • •• •• • WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE -L EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE I/01 SEE MIN STORM PANEL SEPARATION . FROM GLASS SCHED ( TABLE 2; — GLASS OR DOOR 2" x 2" x 093" ALUM STUDDED ANGLE 1412 SMS p 12" 0 C. (MAX. DESIGN LOAD c 72 PSF) O H "PASS THRU" DETAIL SCALE FINISH MATERIAL. STUCCO AND /OR PLYWODD ALT LEG DIRECTION TWO -1/4 "0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM ANGLE THREE 5/16"0 POWERS RAWL CALK -IN (al 3 -1/8" 0 C W/ 1 MIN EMBED. IN CONC OR HOLLOW BLOCK Wl/ 3 -3/4•" MIN. EDGE DIST (MAX. DESIGN LOAD _ 72 PSF) HEADER MOUNT DETAIL SCALE 3" = 1' -0•" �..F. �. . .. . 1/2 "0 THRU BOLT (rJ 12" O C 1/4 °0 POWERS RAWL CALK -IN @ 12" 0 C WITH 7/8•" MIN. EMB IN CONC OR HOLLOW BLOCK OR 1/4"'0 LAG SCREW p 24" c W/ 1 -1/2" MIN EMB IN WOOD W000 SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) z 4 a X 4 - r SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED • (TABLE 21 2" x 2" x 093" STUDDED ANGLE MAX 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT 3/4" PLYWOOD ALUM TUBE (6063 -T6) — 1/4"0 POWERS RAWL CALK -IN (nl 7" 0 C WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK OR 1/4"0 LAG SCREW p 12" 0 C W/ 1 -1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT ALUM ANGLE 6063 -T6 APPROVED AS COMPLYING'A•1TH THE SOUTH FLORIDA BUILDING CODE DATE • // BY ��,✓lC/�. PRODUCT C' . TROL DIV:SIGN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01 01 • (S EDGE MOUNT DETAIL SCALE 3" = 1' -0 " J , w m 4 a x 4 0 7 ! z 1/4" STUD © 12 " O C XI rnl 4. (MAX. OESICN LDAp.:.7.2 PSF). • TF'A �V�O4J Rt D�TAIL: © SC 3 " = 1" 0" • • 5/16" 0 POWERS RAWL CALK -IN (al 5 0.C. W/ 1" MIN EMB INTO CONC OR HOLLOW BLOCK W/ 5/16 " -18 MACHINE SCREW 2" x 5" x 1/8" CONT '— EXISTING CONCRETE ANGLE 6061 -T6 ALUM W/ OR HOLLOW BLOCK SEE 1/4"0 STUD p 12" 0 C ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX DESIGN LOAD s 72 PSF) - EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" 1/4 " -20 STUD & WING NUT @ 6" 0 C FOR TYPE I & II Q C ••• AND n(•12': CLC GOR n" II : 1 III • • • X z w • • • • • ••• • 4 000 • z': x 5 MAX 4,1'093" E STUDDED ANGLE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 00 •• • • • •• •• • • • • 0 00 • • • • • • • • • • • • w(O Izo 1Y0 �+ c O N °I ° I V.J. K%1EZCV)G)4 FPDFESSIONAL FN G e1NN EEfI / FL LlcQi I No: PE o516903 1 1 • r J N 2001 14" / f11/18 /Oil AS .NV'I 1 AV 1,;(3;1 ni 1 • , .coed or Y.'!` I 01 -210 s ,,: • • 7 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 01/18/01 12:38 2" x 2 "x .093" STUDDED ANGLE TWO 5/16"0 POWERS RAWL CALK -IN @ 3-1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST w/ 5/15 " -18 MACHINE SCREW Tw (MAX. DESIGN LOAD - 72 PSF) tt12 SMS @ 12" 0 C 2" x 3" x 1/4" x 0•-8" 6063 -T6 ALUM. ANGLE TWO - 1/1. THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO, AND /OR PLYWOOD — EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL SUPPORT BEAM SCALE 3'• = 1' -0" USE REMOVABLE ANCHORS ONLY (h 6" 0 C. MAX FOR TYPE I & II AND (a7 12" 0.C. MAX FOR TYPE 111. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EMBED GLASS OR DOOR FINISH MATERIAL STUCCO, AND /OR PLYWOOD • ••• • • • ••• . •• • • • • • • • • • • •X • • • • • • • • • • • • • • • • • • • • --� 2 "x7 "x9 7" MAX Tf = 0 13 ". Tw = 0.055 •• I 6063 -T6 ALUMINUM LA BEAM • J S.1 z Q a • • •Ef • - t•• #12 x 1" ALUM TEK SCREW OR 300 SERIES S.S TEK SCREW (al 8" 0 C TYP ••• • • • • ••• Y J' w ;. I z: Q ! I I a;= •X ;)-- 3 E'w IJ w J CO Q 1- w w • FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1/1.-20 S S MACHINE SCREW BOLT 8. WINGNUT (al PANEL MIDSPAN p 51" 0 C 1/4"0 MACHINE SCREW BOLT 1/1." POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK p 6" 0 C — EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD - 72 PSF) NOTE THIS DETAIL MAY BE USED A T TOP OR BOTTOM OF PANEL 2" x 2" ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" MIN. 2 x 2" x .125• MAX 1." x 4" x 125" CONT 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV STEEL ANGLE 1" x 2" I 2 "x2 " x 055" 5063 -T6 ALUM TUB_ © ALT. CORNER DETAIL SCALE 3" = 1' -0" 2" x 2" x 093" EMB OR Z, STUDDED ANGLE L— 2 "x2 "x 093" STUDDED ANGLE 1/4 " -20 MACHINE SCREW STUD & WING NUT p 6" 0C FOR TYPE 1 &11 AND TYPE 0 C FOR TYP 111 1/4"0 THRU BOLT (c) 12" 0 C ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 3" 1 -1/2" MIN EXISTING CONCRETE `• �W/ OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 1 -1/2" MIN.'. EDGE DIST NON- S NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX DESIGN LOAD _ 72 PSF) STORM PANEL BUILD -OUT SCALE 3" = 1-0" • • • • • • • • • • • • • • • •• x 2" x 093" STUD ANGLE •• ••• •• • APPROVED AS COMPL`?IR1G WITH THE SOUTH FLORIDA BUILDING CODE • •. • •' • • DATE •11 • • •• • .. eY • Jars �/ - • • • • PRCL�UCT • R0 WILDING CODE COMPLIANCE OFFICE • • • ; A CE�1ee. (� 1 - 0 k2..(--{ . is • • • ▪ • • • • • • • • • • • • •• ••• • • • ••• ••• ••• • • • ••• • • 1/4 " -20 MACHINE SCREW STUD 8. WING NUT 6" 0 C FOR TYPE 1 & 11 AND 12" 0 C. FOR TYPt 111 12 In 0 (4 u w I O N ; 1 Q 1 v.J Kn'E7EVl I r'N9rESSl �rAL E N ,INEEn 1FL LLCery'n No: 1 PC/00 10983 i // J AN 2 2Z001J .rv. 1/18/01i 'scar. a..n oY I AS NI'. G'1 , AV :ue a�qn •�y • %r.ecv.ed O V In V 1K) 1 dra4 .n,, no 1 01-210 S r.°.. •. of 7 POSITIVE DESIGN LOAD (w) (PSF) ACTUAL SHUTTER SPAN (l) (FT-IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS A30VE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 40 0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 ' 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 50 0 5- 0 8- 5 2 -1/2 2 -1/2 2 -1/2 1-1/1. 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1-3/1. 11 -0 3 3 -3/4 3 9- 3 5 - 0 2 -1/2 2 -1/2 1-1/1. 60 0 - 2 -1/2 C -1/9 2 -1/2 3 -3/4 2 2 -1/8 3 8- 8 2 -1/2 10 -0 3 70 0 5- 0 ---- 2 -1/2 2 -1/2 2 -1/2 1-1/1. 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3-3/1. 3 80 0 4 - 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 - 3-3/1. 3 90 0 4- 0 -- 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2-3/1. 3 -3/4 2 -3/4 100 0 - 0 2 -1/2 2 -1/2 2 -3/4 2 -1/2 1 -1/4 _ __ _ 6- 0 - 2 -1/2 1 -1/2 ` 8 - 3 — - 2 -1/2 2 -1/2 110 0 4- 0 2 -1/2 2 -1/2 1-1/1. 6- 0 — 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120 0 4- 0 2 -1/2 2 -1/2 1-1/1. 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 6 2 -1/2 2 -1/2 s . " •• i a . . • r _ -- - - NEGATIVE DESIGN LOAD W (PSF) TYPE 1 TYPE 11 TYPE III ALL MOUNTING CONDITIONS '4/ "U" HEADERS. ..H•. HEADERS W/ STUDS (al 6" 0 C STUDDED ANGLE MOUNTS. F" TRACK MOUNTS W/ STUDS (;5 6" 0 C & DIRECT MOUNTS W/ ANCHORS (a7 6" 0 C (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (al 12" 0 C & DIRECT MOUNTS W/ ANCHORS (Jr 6" OR 12•' 0 C (TOP & BOTTOM) L max (FT -IN) L max (FT -IN) L max (FT -IN) 30 0 8- 5 11 - 4 11 - 4 40 0 8- 5 11 - 1 11 - 1 50.0 8 - 5 10 - 6 10 - 4 60 0 7- 9 10 - 0 9- 5 7 - 9 - 10 70 0 6- 9- 8 8- 75 0 6- 2 9- 6 8- 2 80 0 5- 9 9- 3 7- 8 90 0 5- 2 8- 9 6- 10 100 0 4 - 7 8- 3 6- 2 110 0 4- 2 7- 11 5- 7 120 0 3- 10 7- 6 5- 1 130.0 3 -7 7 -2 4 -9 140.0 3- 3 6- 8 4 - L. 150 0 3- 1 6- 3 4 1 160.0 2 -10 5 -10 3 -10 170 0 2- 8 5- 6 3- 7 180 0 2- 7 5- 2 3- 5 1900 2 -5 4- 11 3 -3 2000 2- 3 4 - 8 3- 1 01/18/01 12:38 TABLE 1 - STORM PANEL SCHEDULE NOTE. FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL •• • • • • •S €l:,MS•I OGETHER • • • e fINCtl i ttR A■tItiatH0tIN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED 71LI,4T SCHEDULE • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •. • • ••• • • • ••• TABLE 2 - SEPARATION FROM GLASS SCHEDULE • ••••••••• • •• ••• •. • • • •• • • • • •• • • • • AiTii jy 0 AS CQMPLYYN G' ^11TH THE • • • • • • • • tDUTHitORI•II : 'I1.:1(Z CODE (0 PRODUCT I� OI: BY " ✓��/�- PRODUCT C• ROL DI`:IS1ON ••• • • • � 41 .15 • • :. • f+CZEPTAP E "jQ.'C�t - UI Z ••• • • • ••• • • • • • • ••• • • vU'L0 NG 60C! CC: NUANCE OFFICE U C1 W ui W 0 RI U < 0 =) —0 5 I U¢ o. ,U 01 Q W III W L z I u z !v0 I �z J N Iw v) I Zz o ommomosemmil ,� " a " D J .. ^ o IZW f1 111 t. -.- !2 - ;. a , -' - ID a. r) 0 1 0� l— v_ if ^I ;c • V.J. KNF?F."nCH r,1 oFEf:du� cyh,Ir,eEn, i FI_ I_ i ori/ 1 No: p1' -on i 041113 2) 2 2001 1 • •, •c alei ^ b^ n5 r1OIf Vi Je c■Gn 477 ••• 7..'j hVI • 01 210 • FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS • (INCHES) REGUIPED FOR vAP10US EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX 2" EDGE DISTANCE 3" EDGE DISTANCE 5• -0 •• MAX SPAN 8. -5.. MAX SPAN 11. -4.. MAX SPAN 5 . -0 .. MAX SPAN 8. -5.. MAX SPAN 11• MAX SPAN CONNECTION TYPE 1 12 3 415 CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1'2 5 CONNECTION 1�2 TYPE 3 5 CONNECTION TYPE 1,2;314 :5 CONNECTION TYPE 1 2 3 4 5 \ >1 : •\\ �) 1/4 °(25 POWERS /RA L CALK -IN W/ 7/z EMBED & 1/4 0 SIDEWALK . SLT (3// AD) 48 62 12 12 12 12 112 12,12 1 2 1 7 112 1212 11,12 1 2 10 12 9 7 1 1 12'10 11 9 12 1215 1 8 7 • 9 1 2 1 4 1 7 5 8 1 2 : 3 ; 5 4 5 12 8 6' 9 1 Z/ 6 1 5 i 7 1 2 • 5 1 4 ! 6 1 2 r 4 1 3 1 S 12'/4;3;5 12112 12112 1 2 1 2 12, 12 12 1 1 2 1 2 1 9 1 2 3, 7 12112 12112 1 2 i 1 2 9 1 1 2 4 I6 12;12112,11112 12 7 1121 8 12 121 5 1 12 7.10 12 ; 3 1 9 1 5 1 8 12131 7,416 12: 5 12 8 11 12 4 :10 6 • 9 12. 3 . 9 • 5 : 7 12' 3 7 4, 5 1213 7 1 L i 6 72 92 200 12 i. 3 5 12104 3 5 MIN. 3.000 PSI CONCRETE 4--------- - 48 12 12 12 12 7 10 11 5 10 8 1211.! 8 4! 6 i 12 6 3 4 10,5 j //4 � 8 4 3 121 6 1 3 1 4 / 9 4 3 8��4r ' 7 3 12112 72 12 12 12 1 12 12 11 I. 9 8 6 517 — 1716 111 8 / 1215 12 12f�/�/, 9 7 110151 1 3 1 8 1 4 731 6 1 5 1 3 .% 121 3 7 4; 5 / - • 10 ��. 6. 3 1 3 9 f 53 7 fj 4 / 62 ..- -__ 1/ M POWERS AWL ZAMAC NAIL -IN w/ 1-1/8" MIN EMBED 72 92 12 519 4 16 12 7 3 7 3 5 1 A/ ---- 3 .--7- 3 i i %// % / �� S 1 3 L. / ��/ 200 7 3 % j�f 7 � ` �� j // �� 4 /! - 4 7 f ' [��> 1/4'•o5 "PANELMATE MI SIDEWALK SIDEWALK 111 \1"‘1111> ELCO FEMALE W/ 1 - 1/4" BOLT 0 48 12 12 12 8 1 10 12 144 1 7 5 1 6 11/ 5 1 3 1 4 12 1 12 12 8 10 12 1 8 1 5 1 6 12 j 6; 3 1 4 6 2 12 10 9 6 1 7 // 12 . 5 1 3 4 9 4 ��j 3 ' f �Tjjjj j 12 111 12 1 6 121 3 7 V' 11 6 9 5 7 4 3 r 8 6 5 / 12 10 8 7 / /� 6 1 4 I c �� 9 f j ! 3 3 7 2 12 6 8 5 1 6 10 f 5 ; 3 , 4 // 8 Y 3 3 6 / 3/ 7 3 - - ? % 1 6 f 3 6 f j 3, 5 1 3 1 4 8 4 j, 3 � / 92 12 6 3 6 4 5 3 2 /.1 j 3 7 f 3 , /�� 200 3 Y% x 1/4'0 "PANELMATE•" MIN. r ELCO MALE EMBEDMENT 48 1 2 1 2 1 2 8 10 1 2 1 4 1 7 1 5 1 6 1 1 5 1 rl f 3 1 4 9 4/ 3 12 12 121 121 1 1 2 1 11 5 12 1 8 1 11 1 1 9 1 5 1 10 8 6 12 12 10 8 — 126112 J /� 7 8 1213':9I516 52 12 10 9 6 7 12 y 5 1 3 1 4 m I m n 1 wiI4IHm rn crdm NIN N 72 12 6 8 5 6 10 y 8 f 6 5 1 3 1 4 7 3/ 92 12 3 6 4 1 5 7 � 3 1 �j��j 3 / 6 3 , �• �� 3 7 1 4 1 5 � /f— 3 � 200 6 /// 3 2 3 % /i f 6 %//� 3 3 / ji /� [111luuuunuu111muuuuu> E 1/4"0 ITW TAPCON W/ 1 EDM MIN. EMBEDMENT 48 1 2 1 2 12 1 0 1 2 1 2 1 6 1 0 ; 6 1 7 1 2 1 3 7 4 1 5 12112 12112112 62 1 2 1 2 1 2 8 9 1213 j� 12 '7 10 7 1 4 1 5 6 1 4 1 5 5 3 1 3 4 3 � j 11 / 5 3 1 4 12112 121 9 !11 12 4 1 9 1 5 6 12 714 1 4 72 12 8 11 7 8 9 1 5 3 1 3 8 4 3 8� 3 i / 121 12 9 9 121 5 111 4 5 �� 8 1 9 6 1 7 1 3 1 3 12 3 8 11 6 9 � 4 5 1 3 4 3 3 J f 11/ 6 1 3 1 4 9 5 1 3 1 3 92 12 4 8 5 6 200 8 ,✓ // 1712 4✓/ A 3 8 % 9 1 S 3 ✓ 3 II 1 SLEEVE W/ Qiiiill 1.8 12 12 12 12 1/1/ 12 121 6 1 8 6 1 8 121 3 1 5 5 1 5 3 1 4 3 1 3 j 3 /) 3 12 12 12 12 1 12 1 12 12 112 1112 0 12 8 1 1 2 12 4 1 8 6 10 12 1��// 1 10 6 1 7 7 12 7 L. 1 5 62 12 12 11 8 10 12 3 6; 5 1 6 1 5 1 4 3 12 5 1 10/ 4 1 9 ('3 9 A 3 ' AN H OR EMB DMIN. 72 12 8 9 7 9 7 12% 5 4 1 1 4 j • 3 9 4 3 A 12 10. 121 9 111 12 12 11 rr 1 9 %7, 7 5 5 4 3. 6 12 1 L. 4 1 5 11 5 1 3 4 4 11. 1 5 1 3 1 4 92 12 8 7 5 , 12 6 1 11Z; 12 1 5 7 1 8 3 H 4 200 9 0 3 1/4 W/ 'm DROP (3 1 -1/4" 48 12 12 12 12 12 121 9110' 9 11 1215 18 171 8 12 12 12 12112 12111112 12 12 121 6 1121 9 10 12 4 1101 7 8 12 3 1 8 1 6 1 7 ••g)2: • 1.2'• 4 1; ;2. 12 5 121 4 1 8 7 7 19 6 1 7 121 3 1 6 15 1 6 12:% 5 1 4 1 5 12 1 2 , 12 12 12112112 1 2 1 1 2 1 1 2 121 6 12 9 1 2 1 5 1 1 8 11 9 1 POWERS /RAWL -IN & /4 "0 HEAD) MIN. EMBED. • •72••• 012* i • � Li. 1? • . • V2 • 12 1 •• 7 9 •• 8 •• 10 5 r 12 / 5 12 ` 4 5 4 6 5 - - -1 1 12 4 1 4 1 5 j 12 /1 4 1 4 1 5 12 8 12 1 10 112 12 3 L 9 12:/ 7 6 5 7 6 12 J 1 7 1 5 1 6 � 200 1. //] 4 4 12 7 1 5 1 6 12 7 1 5 1 6 • F �l�l��1l�lll�l�llln 'i��ll�l� • Ei 3/16 "0 ELCO TAPCON 1 -3/8" MIN. EMBED • • :8; 1 12 •4 514 10: 3 1 5 " "ice/ ;7. /� 4 6 Y % 3 3 3 / 7 3! 5 3 5 1� 12112 121 7 12 1 4 111 6 1 7 8 1 4 1 5 7 1 4 1 4 111 3 6 8 r 5 7 4 3 j— / 4 3 l� 8 1 4 j / 3 r 6 _ • • • • 12 • • • 4 • .._. • 5' 7 2• 1 t 4 S 3 4 5 3 f / • 92. ••8 ; •4 / 3 • � f/ ■ 4‘ 5 4 t0 5 1 3 1 3 S 3 4 A. — 4 %// ; ; • 2iJ c / i 4 /% /' .7/7 01 /18/01 12:39 • • ••• • • • ••• ANCHOR NOTES 1 SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 1. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4 - (MIN) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE •• ••• • • • • • •• • • •• ••• •• • • • •• APPROVED AS COMPLYING WITH THE SOUTH FLO' IDA CODE UATE ? ' •C1 • •• • asr�z • Y • • • • • • • • • •• • • • • • • • • • • AocUtr co' Rot, OMSION BUILDING CODE COMPLIANCE OFFICE r,trE vot -Giza - in • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• ••• ••• • • • • ••• • • V I? c i Z � �. 1 - ' ui w • n u 2 0 Qo —o 5 r r o f N - O • a IS Q i U N °1 ! ( V.J. KN :PIJ.ESSIUr : Er7fi1NEE11 / ' FL LicrSo; NO: PC p O )'f1963 ►a N 2 t 2 2001 .dare 01:1E3 /01 files', rr • ., by = 1= 01 -2 0 ,�, ■r 7 ANCHOR SCHEDULE ANCHOR SCHEDULE ell FASTENER MAXIMUM SPACING (INCHES) RECUIRE.D FOR VARIOUS DESIGN LOADS aNO SPANS FA STENER SPACING (INCHES) REQUIRED FOR vARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCH O — u _ X o 3 a Q 2" EDGE DISTANCE 3" EDGE DISTANCE - . EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. 3/4• EDGE DISTANCE 5' -0" MAX SPF'AN� 8' -5 " MAX SPAN 11' -4" MAX SPAN 5' -0" MAX SPAN 8 " -5" MAX SPAN 4" MAX SPAN 5' -0" MAX SPAN 8' -5" MAX SPAN MAX SPAN CONNECTION' 1 TYPE I • 2; 3 1 1 . 5 iC5ININECTION TYPE I 1 : 2: 3 1 1 . S CONNECTION TYPE - 1 2 3 L. 5 CONNECTION TYPE i 1 1 2 1 3 I. 1 5 CONNECTION TYPE 1 2. 3 t- , 5 CONNECTION TYPE 1 4 5 CONNECTION TYPE 1 2; 3 I. S CONNECTION TYPE 1; 2 3 j 1. 5 C TYPE 1 HOLLOW CONCRETE BLOCK 1.8 12112t11 12 I 8 1 9 1 8 t 6 12' 5 3 5 10 5%„ 4 9 j L j 3 / 10 t-/ 3 8 3 3 6/, 3 ./ 5 �7� S , 7 � . , 4 �' 12 7 111 12 11 12 6 1 84,3 1 2 1 7 1 1 1 5 1 7 - 12 3 1 8 t 15 12 5 L. 6 : 7 1 3 ' 5 1 1 6 1 3 ; t• 77 j 3 9 /., S %7 7 4 // / /7 11 1 3 7 f 3 L 9 r 5 . 3 7 . , 5 � 7 /, f 1l �� 6 %7 3 %/ � � / 5 �/ 3 /* 121 - 18;5;6 • 12 / / ;. 6 i 4 t - 12 3 t.' 10 %7 3 8 3 7 �� ' 7 %/ %' �1 8 : : 3 - 6 � / S /� -' - ./ . /"/"/"/, , 5 ; / ." / r „' 5 �7 3 `./ 3wvad 000M 1-3/1." MIN r - - �lnnmlmnn[nnlnu> 48 12,12;12 :12 12 12;9'9;10:12 12 12 (72 62 12 ' 12 j 12 i 12 12 12 5 7 8 9 12 • 1 .; 6 6 1 8 )RI' /E, S■ITE 180 • FC 3 • F.X. f9'.. 382.298 .EZE`AC) C. • E-Mi KNEZEVICH ? t /t.•• RS /R L CALK -IN W/ 7/ EMBED & 1/4 0 SIDEWALK LT (3/4"m D) 72 1 2 5 1 7 1 4 5 1 /1.••O W000 LAG SCREW W/ 1-3/i." PENETRATION N (SHE TO GRAIN) LEL 7 2 1 2 : 1 2 ; 1 0 ' 1 1 j 1 2 12 92 12 3 1 5 , 3 1. 7 3 /f 92 12' 8 i 9 10 12 13 ! t 5 6 - 12 12 200 48 5 1 2 , 777 5 / / � // : 7 �� :r 4 /�j 1 2 1 1 2 1 1 2 6 7 1 2 7 1 9 4 5 200 12 4 • 4 i S 12 / L ( t. 5 1 2 10 5 6 t0 3 5 3 3 1 - 3 / 4 ' • MIN 48 1 2 12;12 • 12', 12 12' 9 17 ; 10 : 12 12 / , F = � 1 [ I n n l n n n n l n n n n l � 1/4"0 WOOD LAG SCREW w/ 1 - PENETRATION (SHEAROEGRAID�CULAR 62 1 2 6 8 t 5 8 4 3 5 i f 3 5 3 ff, J 4 / j / � ; 4 / /�� 11 ; 3; 9 j/ 4 3 62 12 ; 12 12 ; 12 12 S 5! 8 9 12 12 1/4 °� POWERS/RAW ZAMAC NAIL -IN W/ 1 -1/8 "' MIN EMBED. 72 11 4 9 �f 4 j�l 12 1212 ./ 7 3 ; 4 6 % / 4 � 12 ; L. 1 8 t• 4 72 12 `12 . 8 ; 1112 12' 4 1 5 ; 6 1 1 8 92 - -- - - -- 200 —�� 5 3 5 � 3 / �' i Y �//� ,��, i / /7Y / / //% 4 %i / ; /� // B;70 12;4:7 5 6 r 10 6 3 3 - - - 92 • . 12 i 7 ; 6 ; 9 ; 10 12.3 ' 3 5 1 6 - 12 7� 3 1 4 1 5 12 /4.,.. 12 � » 5 % 3 ��/ % 12!12112 8110 12 11 1 11 6 1 8 200 12 / 3 ` 4 1 5 ATLAN'T'IC ,5 West Dicie SHUJTTERS � `iiLh.vsy Bay ,; F.jrJ. 33162 1 H1c • ax:(305)94s 1i3 1.8 12 5, 3. >"• 1 1t f I) \llnnlllllllnllt] 6 2 12 10 1 9 6 1 7 12 / 5 3 4 9• 5. 3 3 �, ANCHOR NOTES' 1 1 7 2 12 6 1 8 5 1 6 10 5 3 4 7 f 3 � < 12) 6 1 9 5 6 10 f S, 3' 4 i�'� 8 7/ L 7• 3 7 / / 3 � J / � - - -- 8 %/ 4 2 , 3 � 7 f — 7T 7 f 3 �j 7 , 3 , : � f 6 3 ' 4 12 7 S 3 3 9 �./ . • 1 SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO L. CONNECTION 1/4"0 ELCO FEMALE "PANELMATE W/ 1 -1/4” MIN EMBED & 1/4-2 0 SIDEWALK BOLT 92 12 3 6 4 1 S 8,' R /� 1 A / ' 3 ' ■ 121 3 1 7 4 15 ;7/-1-- v-n /j / 7 /� 3 . / //!/. 200 48 %� %/ 6 8 1 10 12 // � X 1 lllllj�1\\11111n111111111J 12 12 12 12112 i 12 8 i 10 12 t 8 5 6 62 12 10 9 6 7 12 ; 1 � 1 11 11 1 6 ; 8 12 �^ 6 %i� 4 4 _ rn m r , r) Ikr) 1 rn •D l In 1 .r I r I m l NOMINAL x ; L` I 5[0 .4 7HIMvbO AThd ' , AO/tit/10 00 U01101.13‘.1, 1 8 0 1 a l. p . lP \m� W/ 111 - oaniUi4� 3 3 4 6 3 3 S %% 3 � 8 r S 3 6 f 4 j 5 7 MANUFACTURER'S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF v4 -20 SIDEWALK BOLTS 62 11 5 6 5 j 12 7 9 1 4 5 1 ! f "W 72 9 3 5 / ii, 5 // 4 % � 12 t 8 1 3 4 7 %'� �� 1/4 DYNABOLT SLEEVE ANCHOR W / EMBED MIN 92 7 �4 j 9761 3 3 S � �j437 3 j�� % � 200 �� / / / 4 3 12 12 8 t 5 I I -_!— 4 3 / 9 % � DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES 1 �� 3/16 "'0 ELCO TAPCON 1 -3/8" MIN. EMBED. 1.8 12 12 6 3 4 7 3 f / 8 / 4 %% 3 6 3 �� 5 /„ 6 3 4 7 - 3 A*, 1 v.;- I�11E /IY( 'f WFESS1uunLU FL Llc No: PE V 1OOt13 / j/ . � : %�c-, ? r IA 2 L. L001 rlio .�a� - a 4evbr ideg• bv s "O' ` snr V 1 f ?� Q I I 0 1 J .J 10 EXISTING STRUCTURE MAY BE C TIC, NOL•' O•r/•BLOEK. OR WOOD FRAMING WHERE EXISTING STT1 UC•ThURE•I . 41-IaWN AS • • • CONCRETE. IT IS FOR PRESENTA =2E•�F ANCHOR SCHEDULE FOR PROPE ?Y $'E E ?ASE ? ON TYPE OF EXISTING STRUCTURE 9 4 S •� 3 —, 10 5 6 3 t • •�� 'f (. • 72 • 8• •4•. •3 4 • •• 3 9 3 S 3 9 6•�•3• 3 , 3 3 j . , 7 3 �� ` 3 f � /fj 200 3 3 / //, /� / il •�� • •�/ r / ' ��/ �� ' 12 12 12 12 1 12 12 1 9 1 12 1 9 1 11 12 ; 5 112 ; 7 8 :-• REQUIRED FOR DIRECT MOLJJlT c� O Q NOT TO EXCEED VQ�I;E •SCHEDULE X � ` `� \k\V∎1 „ 111\1 „ 11 � 1 ( , ,� o • • � •6 � ”- , 12 12 12 12 1 12 I 12 5 i 12 7 1 8 12 ; 3 1 9 1 5 ; 6 — - 12 7 8 4 S 12 — 6 L 4 12 6 4 4 /. SPACINEj �E�rF� ( ��IQ • • • • • `�9 �0•PI�,NG tiJITH THE • • • • • SOU ?H FLOR DA BU LDING CODE DATE JlZ J • • • • y . � • • • • QD 2' SCREW ROD) 1/4 -20 ITW EPCON EPDXY ANCHOR W/ S S. MACHINE SCREW W/ 2" MIN EMBED 72 • 12 12 12 10112 12 �4 i 10 6 7 12 !/ 8 1 S 6 —✓ r -- - 12 6 i �f 4 � c 92 / G / // 12 6 12 _ - � �/ � /_ 12 6 8 i 10 ' 4 t. 20A / .%C • • • C .911 0% /7 •• •• • • • •• •• •' • •• • • •• • • • • • • • • • • • • • • • dIY C>'A!PL OFFit F 1 01/18/01 12:29 NCE NO. • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • •• •• • • • ••• • • • ••• • • .. • • • • • ... .. .. ... • • • • • .. • • • • • • • . • • •• ••• •• • • • •• • • ••• •• • • • • • • • • • • • •• • • • • • • • • • • • . • • • •• • • • • • ••• • • • • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • •• •• • • • • • •• •• • • • • 000 • • . MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15-121 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 Your application for Notice of Acceptance (NOA) or: 0. 063" Aluminum Storm Panels Shutter under Chapter S 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 (Miami -Dade County Building Code Compliance Office (13000) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. (3000 reserves the right to secure this product or material at any time 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. l3CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida I3uildinu. Code. The expense of such testing will be incurred bv the manufacturer. ACCEPTANCE NO.: 01-012-1.15 EXPIRES: 03/26/2006 Raul RodriLuiez Chief Product Control Division 'I'IIIS IS THE CO\'ERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT REVIEW C.O, \1 MITTEN This application for Product approval has been reviewed by the 13CCO and approved bv the I3uilding ('ode and Product Review Committee to be used in Miami -Dade County, Florida tinder the conditions set forth above. APPROVED: 0.1/ 12/21)01 0. 0 o 0 0 " 0 0 ° 0 O 0 O 0 0 O 0 000 00 0 00 0 O 0 0 00 0 O 0 O 0 00 000 00 00 0 000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 ',1:0450001`pc2000'i ternpl.ttes'.not ce acceptance co) vcr f1 ge.Cot o s, Internet mail address: J)o.stmaster'u l) gi(II112 Cni��t)!1 T1crll� o o ° NDA\1I- DA 1)E COUNTY, FLORIDA METRO-DADE FLAGL[R I3UILDIN(; 131_4L1)1ND CODE: CO \II'LI:IN( OFFICE: \IN I l:o- 1): \I)1•: HA( 11I.1)I\(, 1 -10 \\TS! I'1.: \(;1,I ?I: STREET. tit :I i L IN): \II: \ \I1, I'LOI(Il):\ 33130-1563 (305) 375 -2')0I 1'AX (305)375-'90s CONTRACTOR I.I('I NSINC SECTION (31)5) 375 -2527 FAX (31)5) 375. ( 2 0\'11:. \( "rOI: IN F0R('E: \I I! \'r DIVISION (31)5) 375 -2%6 FAX (305) 375 -2005 PRODUCT CONTROL ROI. I)IVISIO\ (305) 375 -2902 I'A.\ (305) 37 -63:c Francisco .1. Ouinlana, Director Nlian3i -1)ade County I3uilcling Code Compliance Office 1l nnlepage' ht)p•IIN“.■,c 111111 .11.1.,■•nrlr'Irnlirte.cl)I11 Atlantic Shutters, Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 01- 0124.15 APPROVED 04/12/2001 EXPIRES 03/26/2006 SPECIFIC CONDITIONS SCOPE This revises and renews the Notice of Acceptance No. 99- 0205.02, which was issued on Mlarci: 4, 1999. It approves an 0.063" aluminum 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 1N1iami- Dade for the locations where the pressure requirements, as determined by SEBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. Lli\'IITATIONS 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 This 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label 1vith the manulacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PER!NIIT 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 installa1iolt. • • • • ••• ••• 6.1.3 Any othe.croviv ntti (cclutt'cd lPy the l3uilding Official or the South Florida 13uitding Code (S F I3'C") in'oreler to priiperlj evaluate the installation of this system. • • • • • • • • • • • • ▪ • � v 4l. • • • • • •• • • • • • • •• • • • r�h� • ••l Ielmy A. Makar, P.I:. - Product Control l:xamimer Product Control Division • ••• • • • • ••• • • • • • ••• • • • • •- • • • • • • • • • • • • • • • • • ••• • • • ••• Atlantic Shutters, Inc. ACCEPTANCE No.: 01=0124.15 APPROVED 04/12/2001 EXPIRES 03/26/2006 NOTICE OF ACCEPTANCE: STANDARi) CONDITIONS I Renewal of this Acceptance (approval) shall he considered after a renewal application has been filed and the original submitted documents, including, test - supporting, data, engineering documents, are no older than cis. it (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following, statement: ' v1ianii -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals or Acceptance will not be considered if: a. There has been a change in the South Horida 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture oldie product or process shall automatically he cause for termination or 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 he grounds for removal of this Acceptance: a. [Unsatisfactory performance of 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 NIiami -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 he done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he provided to the user by the manufacturer or its distributors and shall he available fir inspection at the job site at all time. The engineer needs not reseal the copies. R. Failure to comply \vith any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. •• • • • • • ••• ••• This Notice of' Aceeptanc ;t"o:4:st: o3 2 aw1�l this last page 3. • • • • • • • • • •• • • • •• ••• •• .•... �� . • • • • • • • • • • • • • • • • ) -I • • • • • • • • • • • • • • ••• ••• ▪ I leliny A. I'Takar, 1'.I;. - Product Control Examiner • i'roduct Control Division • • • • • • • • • • • • • • END OF "1'I1IS ACCEPTANCE • • • • • •J• • • • • • ••• • • • • • • • • • • • • • • • ••• CUSTOMER I €91/4 - Ato 6° CUSTOMER NAME: le42i1 LAM 73 /t qv 4- 46 3 s fp ‘ ADDRESS: PRODUCT: MEAN ROOF HEIGHT: / PEAK ROOF HEIGHT: /g • BUILDING WIDTH: LENGTH: WINDOW HEIGHT ABOVE GRADE: lHlHiuiuiioiiniIlIIHH IIII 5-4 -7 111111111111111111111111111111111 IIIIHIIIIIIIII - 643 UIIUIUIU IIIIIIIIIIUIUIUUIIIIIIIIIII � Onii11 � i�i�i�11111 �uriaiiiiiiiiiiiii= Aug 15 2005 11:02AM ATLANTIC SHUTTERS p RIDA� t3uILDINO CODE 2001 DESIGN WIND LOADS FOR COMPONENTS. & CLADDING WALLS AND VERTICAL SURFACES BUILDINGS-MN A MEAN ROOF HEIGHT S 60 FEET BASIC WIND SPEED i• 148 MPH - EXPOSURE' C' • Kd v 100 1. TEE VAND LOAM ARE FOR USE ON MENEM RESIDOMAL A COMMERCIAL G1RUCT1o1I MID ARE NOTAPPUCA&ETO ESBENNIL FACILITIESCR PLACES OF ASSEMBLY. a DELUGED EOM WIND LOADSARE BASED ON CHAPTERS FA,&C.E. SPECIFICOONS DE41GrE CR OR:c (wow THE FOLIEMID A PDX ROOF mamas THAN CR EoUA 00FEEE B EXPOSURECANGORY. AB NOTEQ C. BAS CMIlii SPEEOp SECOlDG AS NOTED. . D. AN IMPORTANCE FACTOR OF IA FOR CATEGORY flSTRT NOT VALE FOR MEALY OCCUPPRCI g OR ESSENTIAL FACILITIES. E. EFFECTIVE I MYDARIOAASNOTED. F. AMY ROOF awes. 011406ED WITHIN 044 sou MP� PROTECTION OF ALI. O BUILDING IS REQUIRED. DIRECTIONJILITY FACTOR AS NOTED L TOPOMRAPIBC FACTOR, ICS :1A FOR PLAT TE IM . NOT APFVOMILE FOR HLLYTRIM POSITIVE AIDNEGATNE DESIGN LOADS FOR E (T8 TOR WALLS ARE BASED UPON THE ADAN ROOF FEfGHmOFTHE BLDMORSTRUCTURE. 4. DESIGN! LOADS IRE BASS) ON THE EXPOSURE NOTED AND ARE NOTVAUO BYTIE BUILDING OFFICVL OR A ME SPECIFIC EVALUATION BY AN AROIDECT OR ENG,EER, & LIDEJWMIERPCLAEON MAY BE USED FOR ALL VALUES BETWEEN TABULATED arragicoa Q TE EE'. 8E SCHEMES REPRESENT AN ACCURATE CALOULAAIONOFMMWO Laces ACOORDANIE MTH THE CENRAL NO T. TISSCIEDULEWIALL NOT REMARKED UPORMODIFIED. EL WERE THESE SCItDUIESARE USED FOR PEW, , THE CONTRACTOR AND GIRDING OFFICIAL SUL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC OIE, ... • • . . • • • • • • • • . . . • • . • • . . . . . • . .. • 1 • • •. • • • • 3059451131 p.3 Attn: Building Official: Sing -el vin Kennedy President M1ani Shufters, Inc. iliiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels • Accordions • Roll -ups No. (a a3 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 01- 0124.15. This letter authorizes )44 -Vic SKfeas Zn c_- to use our .063 Aluminum Storm Panels at the following job: l'j PA" �.cw�. 3 (o .ni. QLt s{ - I(r \ . I S,FI. .. .. • ..••••• • • • • • • • • • •• • • • •• ••• •• • • ••• •. • • •••• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • NP • • • • • • • • ••• • • •• • • • ' • ••• • • • • • • . • • • • ••• • • • 15421 Wes:pia Hithwwy :Blyc 23:► rC Miami Beach, FL 33162 • (305) 4-72`17 ► Fax:(305) 945 -1131 /G Z , 1i=!_/ Owner's Namc and AddressMA4 . / " — No 7,9 Ica... Street 4/ ....s Ft Registered iteeltitteet. and /or engineer ... 9lC4- r1 TN ASS a C . (Signed) MIAMI SHORES VILLAG BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur we plans and specifications herewith submitted for the build ins or other structure herein described. This application is made in compliance and conformity with the Budding 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 plans and specifications must be kept at building during progress of the work. Building Inspector Date. kw/4d r c 0 �ie/N�it/G S _. �'f3S fro /D 1. i, I 1_EAI'7r F4 T 3 30 / o Name and address of licensed contractor./ Location and legal description of lot to be built on: Loth 6 ' / Z Block 4S Subdivision / M / ' h / a ,t?t S re 3 Street and Number where work is to be done. 7,..g ? S State work to be done and purpose of building (by floors) r// `4-4- / �,9C()/ "14-UriM/4/)4 t uaj /.er/ .............and for no other purpose. New Building Remodeling Addition Repairs No. of Stories..,... t To be constructed of Kind of foundation Roof Covering a 8 7 ° . a Estimated Total cost of improvements $ Amount of Permit S....., Zone cubage required , plan Cubage Distance to next nearest building Size of Building Lot Maxunum 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.. <1,4 H, L A T E Z, 494V.e / A S 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 Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup clement, 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 ill post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntractors, op work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ._...._._._ (Signed STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, per>onally 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 described construction, that he has careful! read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 44 Permit No Xi L +.............. Date .... ..44.1...... Read, Sworn to and Subscribed before me. 1 Disapproved '\ d Date T ._ -, '\j t Notary Public, State of Florida My Commission Expires , PLANNING 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 been obtained from the I'Lrnnin I:o.trd. A re•n,.pection 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. Ao FT, NAME / /4/ PLOT PLAN 7 FT, q _STREET 5"o ADDREss73 IP% LEGAL LOT . BLOCK t2 5 . JoyislN • s c. AWNING SHUTTERS !)( REDWOOD - F- A L UM f NUM STYLE MAN IMPERIAL PRESIDENT -1 METROWING ME TROL I NE - ! , 1 i 'WITT' , STORM PANELS 4 i a... ■■■. •••,•■•■•••Wisr.. 0.111M.11.........-*•••■ 1 i .. •In•-■ • inn....o. ! i 24 GA, STEEL ALUMINUM i 1TYPE IUNITS WIDTH ; SLAT ; PROJ, X BEAM ! Y BEAM ARMS PI E PILAS, Z E „4 — A/1 / 4 i1 1 c/94F ALUMINUM /. On Patio Installations show location of septic tank and distance from house, EXECUTIVE OFFICES AND FACTORY 435 EAST 10th COURT HIALEAH, FLORIDA TELEPHONE (305) 885-4672 ••■■••••■• 1, Draw outline of house in block and indicate distrance to each lot line, 2: electrm to house, STORM LOCK ON TYPE-72 STORM —r LOCK ALL TYPES WING FOLDED AWNING CLOSED HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE k SEE HEADER ANCHOR -- NOT E HEADER HINGE WNGOPEN 3/8" SPACE ROLLED SLAT AWNING OPEN HEADER HINGES TYPE 72 TYPE -57 SMALL AWNING — INSIDE SLATS OVER HINGES 5 /8 " BUTT JOINT TUB INSIDE SLAT TYPE 111-72 SEE DETAIL SECTION 1 A -A 1 8 SCREWS TYR CAMEL BACK 8•JE BOLTS .090 BRACKET Or WIDE (oPrIoNAL) WINDOW MULLION ,OSS• 14111. 2- ANCHOR SEE SCHEDULE 7 /8 "O.D.TUBE , I_ .049" WALL I /4" BOLT 3/4"0.p. TUBE .049 WALL CAMEL FOLDED BACK PIN ; 10 -32 BOLTS` - L11/2" XI I/2"X V8" ALUM.' EA.PURLIN 1" 2 , 3/16" STL. BOLTS EA. HINGE 2 * 4SCREWS EA. SLAT. _ 2 "X 3" HINGE STL 2 -3/16 "STL RIVETS HEADER HINGE DETAIL SUPPORI ARM 1 -168 2-240" 5/8" SQ.BUTT JOINT TUBE L 3 I /2 "X I "X I /8'X 3/4" TYPE /Et ONL 6a M 1 DETAIL 'Z' 98 SCREWS L 3 "XI "XI /8"X3/4" ING HINGES PIJRLIN, I "X I" STL WING HINGES • / TYPE 11-575 SMALLER- 12 "C.C. ALL OTHER TYPES- 8 "C.C.. I /2 "X I I /2 "L -OPTIONAL CAMELBACK -- .2,10 - 32 BOLTS. I" 1 1 2 AWNINGS ON A COMMON ARM WHEN LENGTHS GREATER THAN 120" ARE REQUIRED A COMMON ARM MAYBE USED SLAT 08SCREWS 0 7" •C.C. EAGH SIDE .664 "STIFFENER 2- 168 5 /8 "SQ BUTT JOINT 3- 240" 7-3/8 "01AM.BOLT ' SLAT 1� N 8 SCREWS ON 7" I C.C. EACH SIDE 114 SCREW EA. SLAT * 8 SCREWS ON 7 "C.C. L 11/2 "X II /2 "X 1/8" ALUM. Z" ' 5/8 "SQ.BUTT JOINT TUBE .040 ALUM. I"X STL HINGE WITH 4 4116 SCREWS WING FOLDED L 31/2 "X I "X V8 "X3/4" LG WITH 2* 8 SCREWS -STORM LOCK I ANCHOR,SEE SCHEDULE SECTION'B -B 5 /8 "SQ. BUTT JOINT TUBE EIS 0M1� .032" V2" IV8, SECTION HAT PURLIN 'X' TUBE .064" *4SCREW A. SLAT 2 V8" 04 SCREW EA. SLAT SECTION HAT PURLIN 'Y REVISED 6.11.61 ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE CABANARAMA IND. MAINLINER AWNING WAS DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO DUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ONSO.FLA.BLDG. CODE. ALUMINUM ALLOY OF AWNING COMPONENTS ROOF SLATS 5005H34 BUTT JOINT TUBE OR RAIL 5005H34 HEADER d NOSE ANGLE 606375 HATPURLIN'X' 3003H14 HAT PURLIN'Y' 606376` WALL ANGLES 606375 STORM LOCKS 6063 T5 STIFFENER 30031114 ARMS,CAMEL BACK PIN 3003HI8 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGSI THE CABANAF.AL1A INDUSTRIES INC. CERTIFIES THAT THE ALLOT AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PUNS SUBMITTED FOR PERMIT COVERING THIS- INSTALLATION. THI8 AWNING MUST BY CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE J ORDAN M 103 WITH 1/4"X11/2" LAG SCREW OR SUPER GRIP IV4- 20XIV2 "- 18.8S.S BOLT ASSEMBLIES HOLLOW CONC.BLK. ACKF JOHNSQN 1/4 -20 'LONG 4 WING TOGGLE SCREW ANCHOR OR 3/10( 1 DIAM DRIVE NAIL WOOD NO. 10- I I/2" LG. WOOD SCREW OR I/4 "XII /2" LAG SCREW "An MINN, /0 45 " L. PJRAIN CHANGE IwwWw CABANARAMA INDUSTRIES INC. d-b -a MIAMI VENTILATED AWNING 435 E. IOth COURT HIALEAH, FLORIDA SMITH - JOINER & ASSOCI i1OO WE•T FLAOLER • MIAMI. FLORIDA C O N S U L T I N G E N G I N S I E N S OMwEwwamw MALL VIMEW ALL INMOwlilw ,O are .OMs moesse,..,I. •o.s• 8111 C.. 1 OF I M AINLtNER TYPE I 45" MAX. TYPE II 84" MAX TYPE 14 J20" MAX A'IE PLAN OF AWNING TYPE I - 57 TYPE I - 72 5/8" SQ. BUTT JOINT TUBE .040" WALL 9" C C. MAX. o N " 0+ N q TYPE 1I -57 TYPE II - 72 X X N o+ 'r N N II PURLIN 'LOCATIONS SHOWN MAY VARY I" °_ TYPE IQ -57 TYPE III-72 5/32" T 3/16" _ Y Y 5/16" I" .019" 3/16" ? 5/32" ROOF SLAT M THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT p WITH NO VARIANCES p WITH VARIANCE(S) LISTED IN "REMARKS" AND ZONING NO OTHER DEVIATIONS FROM ME SNORES ORDINANCES WILL BE PERMITTED. UNLESS S EECIFC BELOW. ALL OTHER APPt (CABLE STATE AND COUNTY LAWS MUST DE COMPLIED WITH BY Alt. PARTIES. AuthorInd Signature PUBLIC WORKS POLICE DEPARTMENT BUILDING DIRECTOR PLANNING & ZONING BOE'• :i:D VILLAGE COUNCIL APPROVAL FIRE DEPARTMENT ' WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED Y MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & ING REGUTAT1Uh' CONTRACTORS WHETHER OR NOT T SPECIFICALLY INDICATED HEREIIN. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure 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 plans and specifications must be kept at building during progress of the work. Date li.' 1 , 19 48 Owner's Name and Address Goo. E. Kidwell N 736 Street • t;. 94th ` t. Registered Architect and /or Engineer Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved Date ( Signed) Littl:: Jobbers, 9201 N. 4th Ave. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 7 N: h,--911th S t . State work to be done and purpose of building (by floors) 12e :.ztzdows and for no other purpose. New Building Remodeling Addition Repairs C No. of Stories To be constructed of Kind of foundation Roof overing Estimated Total cost of improvements $ 62.36 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 Iabor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks________ (Signed) Before me, the 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 described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are true. Permit No ¢ Date a Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING 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 dr changes to this application after approval has been 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. . r Date 474/ TS Job Address Legal Description Owner / Lessee / Tenant Owner's Address Contracting Co. Qualifier CP mn U - 4,O2 ()su s# h o n e 4- (Z� to NOTARY TOTAL DUE State # Municipal # Competency # 1143515- Ins.Co. Architec ginee rt(�- ` T�� Address l9 59 g t j 3(0 S Y Bonding Company Address Mortgagor Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN Square Ft. Estimated Cost(value) S 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 do the work stated. , c 4 \ i'e9/ 0 FXJ • i at a 404? C P. DEC. 6,1997 0 residen re off.Contractor or er- Builder Notary as to or Owner -B ilder My Commissio LIUA H MANRIQUE NO'T'ARY PUBLIC STATE OF FLORIDA *COMMISSION NO*CC360228t MY COMMISSION EXP. MAR. 29 1990 ** Other Electrical Engineering si;a11II; f(Pi Or 41 Q 11NAI AitOput 1 4i' t 2- \V Ii7'14-1 _ � 3/ I g o I e1�1 _ 40V/- ,_ 5 3 5Q • "r II )4 Ott- _ _ co-rq t, g 25 F to N1 Ito . up -SNU ((6R- R.U.' q6-cm>L.3 5J-1Ui i F kor7 L- T K M ME F° 4 'STO sTd' 9� 0 I) J iTo jZM �-U-1 f I� hT02M PAN St- 11.41-( -e- y p H4 -08o2. oe �•� Psp2Mu P4 SNu - rpe qz -o 8.9 gA 136.144-14 su trn e. 1Z 05 18.8 2 - 7 5 4 - /sot 736 r'3 14 5r t4/904 ! � 31 38 SCALE: ICJ I�. APPROVED BY: GATE: ,3 Z 0 DRAWN BY A17i1 REVISED lac? (BIN 714 e,oIJS SNtJTTpe- Ca. --o e4-112a 84cx7 IJ vy i efU ,f MIAMI, FI, 311oG• ORAWINO NUMBER C, P METRO•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, FL 33166 Your application for Product Approval of: Aluminum Accordion Shutter 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 (for listing, see Section 8 of this Notice of Acceptance) 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. This approval shall be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0816.02 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CG-i/r 1L DIa' • n•, P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:10 /31/97 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. Approved:10 /31/94 - s anger, Director Building Code Compliance Dept. Metropolitan Dade County Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 OCT 3 1 1994 EXPIRES : OCT 3 1 1997 1. DESCRIPTION 1.1 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade (Part J) is 5.375" x .062" thick, constructed as indicated on approved drawing No. 94 -91 Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components, which shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" Grade 410 -HT, Stainless Steel Sheet Metal Screws with Xylan 5000 series fluoropolymer coating. 2.3 Tested specimen: 2.3.1 Dimensions: 48" wide x 108" long overall. Blades were 105" long. 2.3.2 Dimensions: 50" wide x 192" long overall. 3. LIMITATIONS 3.1 Maximum blade height or span: See Design Pressure Rating and Maximum Span Schedule on Drawing No. 94 -91, Sheet 5 of 6. 3.2 Minimum separation between glass to be protected and shutter: See Table 1 _ on Drawing No. 94 -91, Sheet 5 of 6. 3.3 Special requirement: 3.3.1 A maximum of .250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rod angles and lock shall remain attached to shutters at all time, secure tightly with thumb screws and activate lock during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mount Every fourth blade hangs from a set of double rollers mounted in a roller housing that glides on the track of the (Header Part A), every blade has a pin at the top and the bottom consisting of a stainless steel screw and a nylon bushing that slide on either side of the header (Header - Part A) and the sill section (Sill - Part D), which are each anchored directly to the wall, as shown in Section A "Wall Mounting Installation" on Dwg. No. 94 -91 Sheet 2 of 6. 2 Gil Diamond, Supervisor Product Control Division , Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94 - 0816.02 OCT 3 1 1994 OCT 311997 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Ceiling & Floor Mount In this mounting arrangement, the (Header - Part B) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, (Sill - Part C) and (Sill Adaptor - Part E), is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling & Floor Mounting Installation" on Dwg. No. 94 -91 Sheet 2 of 6. 4.1.3 Built -Out Condition In this mounting arrangement, the (Header - Part B) is fastened, using 1/4" - 20 SS bolts with wing nuts and washers spaced at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle that is anchored to the wall and provides the build out; at the bottom, the sill assembly, (Sill - Part C) and (Sill Adaptor - Part E), is also fastened, using 1/4" - 20 SS bolts with wing nuts and washers spaced at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle that is also anchored to the wall, as shown in Section A "Wall Mounting Installation (Offset)" on Dwg. No. 94 -91 Sheet 2 of 6. 4.1.4 Any combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 94 -91, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -91 Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. - 2a - Gil Diamond, P.E. Supervisor Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 Center mate SATISFACTORY HTL -94 -0602 HTL -9408 Max.. 2 3/8" 2 1/8" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +70 PSF HTL -94 -0602 +54 PSF HTL -94 -0602 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -107 PSF HTL -94 -0602 -82 PSF HTL -94 -0602 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 16' -0" (192 ") span Additional test req'd. for comparative analysis. SATISFACTORY HTL- 0002 - 0909 -94 Max.. 3.88" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +165 PSF MTL -16145 +110 PSF MTL -16145 Max.. 0.699" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE +338 PSF MTL -16145 +225 PSF MTL -16145 DESIGN PRESSURE RATING for test specimen only. For different spans see Comparative Analysis Table on Drawing No. 94 -91, Sheet 5 of 6 +70 PSF -85 PSF Robinson & Sons Shutter Co. 7. TESTS PERFORMED TESTS: ACCEPTANCE NO.: 94- 0816.02 APPROVED OCT 3 1 19 9 4 EXPIRES OCT 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: - 2b - Gil Diamond, P.E. f ft / 1/ Supervisor Product Control Division Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 • APPROVED OCT 3 1 1994 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test. per PA 203 -94 Impact resistant accordion shutter, prepared by Hurricane Test Lab, Report No.HTL -94 -0602, dated 06/16/94, signed and sealed by Richard O. Boyette, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of Impact resistant accordion shutter, prepared by Miami Testing Laboratory, Report No.MTL- 16145, dated 08/12/94, signed and sealed by David G. Ober, P.E. 8.1.3 Test report on Large Missile Impact Test, per PA 201 -94 on Impact resistant accordion shutter, for largest span (16' -0 ") to verify comparative analysis, prepared by Hurricane Test Lab, Report No.HTL- 0002 - 0909 -94, dated 09/30/94, signed and sealed by Timothy S. Marshall, P.E. 8.1.4 Test report on Large Missile Impact Test and Pressure Cycling Spectrum Test of "Mega Folding Storm Shutter" accordion shutter, prepared by Hurricane Test Lab, Report No.HTL -94 -0408, dated April 26, 1994, signed and sealed by Richard O. Boyette, P.E. Used for center mate parts. 8.2 Drawings: 8.2.1 Drawing No. 94 -91 " Impact Resistant Accordion Shutter ", Sheets 1 thru 6 of 6, prepared Tilteco, Inc. dated 04/07/94, revised on 09/30/94, signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Easco Aluminum dated 09/29/94 with chemical composition and mechanical properties for aluminum alloy 6063 -T6, used for: die drawing 838734, 5 3/8" blade. 8.3.2 Tensile Test Report No. ARL- 29268 -UDI, prepared by Applied Research Laboratories dated 07/13/94. - 2c - Gil Diamond, P.E. Supervisor Product Control Division OCT. 31 1997 Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94 - 0816.02 OCT 311994 3 APPROVED EXPIRES Gil Diamond, P.E. Supervisor Product Control Division OCT 31 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. SECTION TO MATE MEGA FEMALE & MALE OA HEADER • © CENTERMATE LOCKING STYLE J FEMALE CENTERMATE MEGA LOCK DETAIL "A" HEADER 5.375' 4.761' - JQ BLADE 90° STARTER © HEADER COMPONENTS R .01ST .015' Cp• (7')9. 2) r 1.660 -- 180° STARTER DETAIL © SILL © MALE CENTERMATE MEGA LOCK GENERAL NOTES: 1. STANDARD ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH THE DADE COUNTY. 1968 EDR10N OF THE SOUTH FLORIDA BULDNO CODE WITH THE 92' & 93' REVISIONS. N41) THE 1994 BROWARD COUNTY EDITION OF THE SOUTH FLORIDA BUILDING CODE. MD VELOCITY CONSIDERED IS 110 m.p.h. IMPORTANCE FACTOR IS 1.05. COASTAL ZONE WIND LOADS DEZERMNED FOR EXPOSURE 'D' FOR BUILDNGS 4ITH MEAN ROOF HEIGHT OVER 60' - 0" ONLY. A140 FOR EXPOSURE 'C FOR BULD*NG FOR MEAN ROOF HEIGHT EQUAL OR LESS THAN 80'd. NON COASTAL ZONE WND LOADS DETERMINED FOR EXPOSURE 'C', AS REOUIRED EN ASCE 7 -68. IMPACT RESISTANT ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 RESPECTIVELY OF THE AEKNE MENTIONED CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 14 a 3. 410-10 MINIMUM SERIES w/ 135.0 Lsi YIELD PONT & 180.0 I,. TDSKE STRENGTH. SCREWS SHALL BE COATED W1TH XYLNI 5000 SERFS FUJOROPOLYMER COATINGS AS MANUFACTURED BY WNITFORD Co, BOX 507, WEST CHESTER RA. 19361. 3. ALL AWIINUY EXTRUSIONS SMALL BE 6083 -76 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES. 5. ALL ALUMINUM POP RIYE15 TO BE 5052 ALUMINUM ALLY WITH ALUMINUM WJDREL 6. BOLTS TO EE 2024 -14 ALUMINUM ALLOY. GALVANIZED OR STARLESS STEEL WITH 36 kW MINIMUM YELD PONT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO OUSTING POURED CONCRETE - 1/4 • a 1 1/4' OR 1/4' • a 2 OMM404D HAMMER ORNE M.S. -1/4 • a 1 1/4' OR 1/C • a 2' THUNDER VIALS OR RAWL 2/MAC NAS.N, AS YANIFAC- TURED BY UNIFAST NDUSTWES, INC AND THE RAWL PLUG COMPANY. INC. RESPECTIVELY. - 1 /4 • : 7/8' STAR TAYPIN ANCHORS OR 1/4 • a 7 /B' RAWL HOLLOW SET DROP-N AS M4IUFACTURFD BY STAR E VANSON AND THE RAWL•PUJG COMPANY. INC. RESPECTIVELY. NOTES: A.1) 1 DIAMOND HAMMER ORNE PINS, THUNDERN OR RAWL ZAMAC WARM ANCHORS ONLY BE USED FOR INSTALLATIONS INTO DLPOSSED CONCRETE WITH NO STUCCO OR ANY FINISH. USE 2' DIMOND HAMMER DRIVE PINS OR 2' THJNDERNMLS OR 2AMAC NAILN ANCHORS MR CASES WHEN STUCCO EXISTS. A.2) 7/5' TAMPIN ANCHORS 7 /5' RAM. 4 4LLDW SET DROP -N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO STALL BE PERMTEO. 1/4" 0 -20 SCREWS USED SHALL BE 2' LONG MNIMUM WOULD STUCCO OUST. 4.3) N CASE THAT PRECAST STONE, PRECAST 00•4RETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WAIL OR FLOOR, ANCHORS SHALL DE LONG ENOUGH TO REACH THE MAIN NTN1 ED BEHIND 4 AO)). R 7/8' 4404085 MENTIONED�04 A.2).* MMMUN FOR ANCIgRS (B) TO COSTING CONCRETE BLOCK WALL - 1/4' 0 a 2' TAPCON ANCHORS OR 1/4" • x S RAWL 304 5. 5. TAPPER, AS MANUFACTURED 610 L T. W. RAIASET AND RAWL PLUG COMPANY. WC. RESPECTIVELY. - 1/4' • 2' THUNDERNAILS OR RAWL ZAMAC NNIN. AS MANUFACTURED BY UNIFAST INDUSTRIES. NC AND THE RAWL PLUG COMPMh, WC, RESAECTIWELY. - 1/4' • X 7/8' STAR TAMPN ANCHORS OR 1/4' • a 7/8' RAWL HOLLOW SET DROP -04 AS MANUFACTURED BY STAR EXWSION AND THE R0I, PWG COMPANY, NC, RESPECTIVELY. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON MOORS. R. 304 S. 5. TAPPER ANCHORS. 'THUNDER- NAILS AD ZAMAC NAI N ANCHORS 0470 'THE CONCRETE BLOCK UNIT SHALL BE 1 1 /4". B.2) 7 /3' TNIPN ANCHORS AND 7 /NY RAJ K. HOLLOW SET DROP-64 ANCHORS SHALL BE ENTIRELY EMBEDDED DDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT 0470 STUCCO SHALL BE PERMITTED. 1/4 41-20 SCREWS USED SHILL BE 2' LONG NA MUR SHOULD STUCCO oast, AND 1 1/2' 14IN44LN1 FOR WALLS WITH ND STUCCO. 8..3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG (80104 TO REACH THE MAN STRUCTURE REMIND SUCH PANELSANCHORAGE SHALL BE 1 1/4' MNMUM FOR 414CHDRS MENTIONED N 9.1). & 7/3 FOR ANCHORS MENTIONED 14 EL2). 1/41 - 20 S. S THUI6SCREWS I� LOCKING PIN 6063 -15 AL ALLOY .6oC- �a R L THE APPROVED AS COMPLYING WITH SOUTH FLO' NA c' ILDIN CODE DAT � ' �-�� 1' . y . . BV s ' PRODTT CONTROL CIVISIO 9. BUILDING CODE COMPLIANCE OFFICE 10. ACCEPTANCE NO 914'"12 g) G O WALTER A. T1LLR Jr., P. E. FLORIDA Lic. # 44167 3.543' .624' .123 R(2) 3.578' IL ECO INC. \ TILLIT TESTING ! ENGINEERING COMPANY 6595 N.W. 3641. 5t.. 5U. 217. NRONIA 64•006. FL 33166 Phone : (305)971 -1530 . Fox (305)871 -1531 2.161' .062" R .100' R Kw. In 1 .12. OD SILL QE SILL ADAPTOR (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 11E ANCHOR'S MANUFACTURER (0) ENCH E ON 11030 8 BY JOBBASIS - NOT N THIS DRAWING SHALL BE R SHALL BE THE RESPONSIBILITY OF 11E PERIfT HOLDER TO VER5Y THE STRUCTURAL ADEQUACY OF THE EXISTING STRUCTURE TO 9U5TNN THE HEW SUPERIMPOSED LOADS. THE BLADE M AID THE 104UCKLES FOR LOCKERS ® & & STARTERS ® & ® ARE UNDER THE PATI NT OF EASTERN METHS. SHUTTER MANUFACTURER'S STAMP SHAM BE PLACED ON THE EXPOSED SURFACE OF THE FD4ALE CENTERMATE MEGA LOCK (COMPONENT ® ). ONE BABEL SHALL BE PLACED FOR EVERY OPENING. LABEL 9W1 READ AS FOLLOWS: IMPACT RESISTANT ACCORDION SHUTTER' MANUFACTURED BY ROBINSON & SONS SMJTTER Co. 6400 N.W. 96th. STREET MUM, HLORIB 9 33166 Phone 1 -600 -626 -6173 DADS COUNTY BADE COUNTY PRODUCT CONTROL APPROVED. IMPACT RESISTANT ACCORDION SHUTTER ROBINSON do SONS SHUTTER CO •ty1A•moN NOTES 8400 N.W. 96th. ST. MIAMI, Fl. 33166 OA11 9/30/94 b D1S...a .01eOp i� (TYD 4) h Ti A .020' a 1 p. 2 0 ) 2 . N if 8 I MN. N. 4 .2.367' 1 J SCALE 4/7/94 DATE 94 - 91 DRAWING No SHEET 1 OF 6 WALL MOUNTING INSTALLATION - SECTION A 3.000' Min. ©& ®OR SEE SOEDILE 1 0N SHEET 5 Of 6 Fa 1 MINIMUM SEPARATISM I TO OOSTIMO DOOR 1 OR WINDOW 5 CONCRETE TA S CONCRETE ANCHOFS (SEE SCHEDULE) INSTALLATION DETAILS / 14' • a Y 5. S. 5. Y. S. NYLON a TM U / t /2' • . T O P 8 (1yP. ) TYPICAL ELEVATION 3/14 0 04.U14. FOP RWEI3.07 C. i+SEY SCHEDULE SWEET 5 O/ 6 MWIMUM SEPAPA110H 1 TO 0051MC BOOR 1 OR WINDOW CONEIRCE NCIOnS (SEE SDEDUIt3 3.007 Ian PCURED WOODED ` OXE OI SU6 IT AIRNGKIE w // • 1 1 / U. NYLON (11 (TYP. TOP & BOTTOM) EDGE OF 9.08 F 1PPtrAil CEILING & FLOOR MOUNTING INSTALLATION - SECTION B a.© I . �3EE SCHEDULE aN SHEET 5 OF 6 FOR 414MJM SEPARATISM TO E72STING DOOR OR ••.1009 3/14 • M.L. M POP WETS AT 4 0. C L / / / / / / / /// CC ISMEDU LE) POURED COHCHETE ROWED 1.757 3/17 • KUM. FOP MISTS AS 40. C. EDGE OF SLAB F APRUC1eLE ALTERNATE FLOOR MOU NTING INSTALLATION - SECTION B L -S[E SCHEDULE -. ON SHEET 5 OF 6 FOR ( IINYUM SEPARATION TO OOST1NG BOOR OR 914009 1 3/17 • ALUM. 1 POP WYETS AT 4' 0. 0. O SE MOORS (SEE 91 SOIDUE) r o209409 f .125' OR 2' Y 23C Alum ANGLE (6063 -75 ALECK) PORED GONCRETE OR CONCREZ FLOCK 9aLL ROOMED r a Y OR 4' OR S .125 OR 2' T ■ .254' Mum. 0100-1 (1063 -111 AUDI) 1.007 Yln. 1/4' 6-20 5. 5. BOLTS • 7 0. C. W/NUT t 15.5NER R I�- 125fF� IDn 1/4 6-3D 5. S. 00LT5 • 7 0. C. WNW' 8 MASHER 3/14 0 AXIL POP RIVETS AJ 4' 0. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A \ 1 S. S.S. M. S. w/1/r4.11/4 NYLON BUSHING. (Tn. TOP ! BOTTOM) REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B T1LLrT TESTING Z ENGINEERING COMPANY 6695 N.9. 3611. 51., SM. 217. VIRGINIA CAR0045. A. 33166 Phone . (305)871 -1530 . Fax (305)871 -153 WALTER A. TUFT Jr., P. E FLORIDA Lie. f 44167 Rv. ND 2 SCHEDULE ON SHEET 5 OF 6 FOR I6NMUMM SEWAR5T1ON TO EXSTWG DOOR DR WINDOW 3/17 0 KUY. POP WETS AT 0. 0. CONCRETE \ REQUIRED v Alt. REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B IMPACT RESISTANT ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO. 8400 N.W. 961h. ST. MIAMI, Fl. 33166 DESCRIPTOR 1 � -r 1".2" x 1/7 a y Alum. ANGLE Cant APPROVED AS COMPLYING WITH THE SOUTH FL* 1 ILDING CODE DAT 69 -47 / !194 BY 4ffe .4, ' PRO 's CT CONTROL DIVIS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. t i"" ° V 6 ' o 1 - 0A1[ soh /94 RV. R. a a 1.000' 1 .0 0' CORM= ONCHORS (SEE SCHEDULE) 14 t 3/4 S. S. 3. k 5.E 70. C. DADE COUNTY SCALE 4/7/94 DATE 94 - 91 DRAWING No SHEET 2 Of 6 • CONCRETE ANCHORS\ •1Y\ C. POURED CONCRETE OR CONCRETE ROCK NALL REOUOED 2' >< ( 1 - ° RUM T] 3 /1r • ALUM. POP Rfvm15 a 2. 0.G. 2 2' =.17r Num. •43E (6063 —T5 &LOY) 3/13 P .� 6 0. 0. L SECTION D 3 /7' 6 NOLF LACKING BOLT Y = t • = 1 /S Cent Alum. MOLE (6063 —T6 /LADY) 2 ANCHORS CACN SIDE. ISOMETRIC (CORNER POST) SECTION C BUTT SPLICE DETAIL FOR DISCONTINUED HEADERS, SILLS OR ANGLES (OFFSET) / ThiNr\ TIWT TESTING Z ENGINEERING COMPANY 6395 N.r. 36111. R.. St a. 217. VRCPM 04RD/015, Fl. 33166 Phone : (305)871 -1530 . Fax : (305)671 -1531 WALTER A TILLIT Jr.. P. E. FLORIDA Lie. f 44167 m.c.crt moon r •it o. 1 / / / / / /(/ ' IMPACT RESISTANT ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO 8400 N.W. 96th. ST. MIAMI, FI. 33166 8 BY OCCOMTKIII OAR 10/3/94 POUF= COACIWIt / / //// /// WV. 1. a a T =t OR 3' CR4' OR S = .1.^r OR t=T=.25TM ANGLE (9063 —T6). Vie • Nam POP ARM at O0.C. APPROVED AS COMPLYING WITH THE SOUTH Flu: DA": UILDI CODE DAT '� ; `E PR 1 i4 CT CONTROL DIVISI BUILDING •COO' COMPLUNCE OFFICE ACCEPTANCE NO 94 ` a �l 0 .LSCIfRbI 1 061T DADE COUNTY SCALE 4/7/94 DATE 94 -91 DRAWING No SHEET 3 OF 6 ■000 HEADER REQUIRED • x 1 1/1 TAO SC1EwS • r 0. c. OW1 o-Ad■ o t111111 0 11111111141111111111111144111 � 3/1r • Nu,n POP 15422 A7 4' 0. C. 0 punimm 0 4L ° AA 0 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MEAN ROOF IEICHT LESS OR EOUAL THAN 30 FEET, AND 6' - 0' 110x. SHUTTER SPAN. 2. NEW r x r P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 R N. N. C. W/ SPEOFIC DENSITY OF 0.55. .3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. EXISTING WHOOP W000 SRJD • 2.' C. WU 1/4' • It r LONG LAG SCREWS • s 0. C. w/ 1 1/r MYL 0041314A71044 TO EXISTING 04000 HEADER • / t x r at 4' OR r a .125' 1/4' 0 -20 3. 3. OR t x T x 35ar BOLTS • if 0.C. Alrn. ■IICLE (000.3 -10 ALLOY. WRIT a wAsNEW r4' . 1/4' • -20 S. S. BOLTS • 6' 0. C. 11/NUT a IMAGE rR 3'OR 4'atra.120' OR sru Num. MCI (6063-714 IUDY. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A 3/10' • Ahem. POP RIVETS AT 4' 0. C. ICI P. T. 2' x r Cwt W/ (2) 1/4' •■S 4A6 scam • EACH 801.4 05011117111 OF STUD) 0410 w/ 2' 1•n, PENTRAT1ON IITO COSTING SEND. W000 READER MUSE) WALL MOUNTING INSTALLATION - SECTION A 1/4' • x T STA6a ss 5T[0. W/ 1/2" • x 1 1/4' LONG & ON DUSif.G. w ss REQUIRED. EX6TNG WIDOW 1/4' • : 3' tom LAG SCREWS •50. c. W/ 1 1/1 W.. PENETRATION TO E70STNG 5000 H(1.004 1/4' • x 1 1/2' LAG SCREWS • 4 0. C. W000 TRUSSES OR RAFTER • 24' 0. G REQUIRED 1/4' • x T STAINLESS STEEL W/ 1/2' • • 1 1/4' L0046 14'PLAN BUSHING. SECTION B WALL MOUNTING INSTALLATION - SECTION A /14x3/4' 3.S. S.04.S• O r Xt XIX "Mt NICIL Cont. 3 14 ■ 3/t 3. s. S. IL S• r 0. C. 1■41 r� 0 NEW W/ (2) 1 P. T. 2' 5' LAG $ 05 • EAO1 STUD 01050014 OF S1UO) AND W/ r 1.1. PO4ETRNION INTO COSTING SKID. WOO STUD • 24' 0. C. MAX REQURED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS � i: �� - 8RA55 8U9NNC 1 : 366ii s x /1%r•x11/1s VOW TRU693 OR 144021 • 24 0. C. ROMEO 1' it 4 a 1/If (10.) 6063 -T5 Nino TUBE w/ (Y) S /IS • x .' tic SCIEK H TD EACH R�T0 DR TRUSS LOCATE SCREWS AT N10%10111 OF EXISTING WOOD 041134807. (2' Nn MOWNAL WARN) w/ 1 W10. PE71ETRATION. 1 /t • x 3' STAR&ESS 51151 W/ 1/r • x 1 1/4' LONG NYLON BUSHING. 0 • SWARD (140 F1161544 at= &OWED) CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION 14x 3/4' S. IA. S. • 3/10' • mum. PO Pf6VETs 6RM/ 1//4' 0-.20S.S 60115• r 0. C W/HuT a mOSHER 1.250 ••• . r * 3" OR 4" ON 5' .125" OR x T s.2rQ Rum. .404048 (6063 -16 ALLOT. 40 EUB (=4 WALL M • UNTING INSTALLATION (OFFSET) - SECTION A TILLIT TESTING d ENGINEERING COMPANY 0505 N.W. 36th. 5I., Stn. 217, WR0044. GO•C945. FL 33166 Than.: (305)871 -1530 . Fax : (305)871 -1531 WALTER A. TILLR Jr., P. E FLORIDA Lic. • 44167 aitj■ war -:7 L E I ME 14 `; ° 11 5" /0.0 SCREWS II •a II 1/a I x r Lo147 THRUM) WALE PM NUT a 101.011 BUSHNG 3/15 • Alum. wN04 THERE AT IS AN COSTING �1 WALL 60 10. ■ ■ 1 3/16 • Num. POP RIVETS AT 1 0. C. FOR 0UE1AL 1141AUAT10NS 3/10' • AL.III. PCP 160515 AT4'O. C. IMPACT RESISTANT ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO •4. •6 1/! • • • 1/t 1.0aa Loa sawn •f 0.G b DO O WN011 CEILING & FLOOR MOUNTING INSTALLATION SECTION B APPROVED AS COMPLYING WITH THE SOUTH FL l'' I 1 ' ILD . . CODE DA • 0`', VA- I lI! PR O ft T CONTROI f ,�.e.;,-=.lti BUILDING EODE COMPLIANCE OFFICE ACCEPTMCE NO.. 9 q' ' 0 4 1 ( O' 6400 N.W. 96th. 5T. MIAMI. Fl. 33166 OA1I 10/3/44 A WI S cr C T. O..t ROOD PULE 1RN (2) 5/tr .. 0' u6 SOROP3 TO EACH WTER CO TIM LOCATE SCRax! 04 01DAIDIH OF 00A7NO WOOD amen% (2' 16. NOINIAL FOIETIN 111) •/ r Ik 1/e • x S SU05.65 STEEL W/ 1/r 6 ■ 1 1/4' LONG TM.ON EILIEH G. m I m Ati6.0)) 4671 DADE COUNTY SCALE 4/7/94 DATE 94 - 91 DRAWING 010 SHEET 4 OF 8 MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN L ( t.) MINIMUM SEPARATION TO GLASS (in.) • s• • •• 45.1 16' -0" 11' -4" 3 7/8" 2" 47.8 15' -6" 11' -2" 3 7/8" 2" 49.0 15' -4" 11' -2" 3 7/8" 2" 50.5 15' -1" 11' -0" 3 7/8" 2" 52.0 14' -10" 11' -0" 3 11/16" 2" 52.4 14' -10" 10' -11" 3 11/16" 2" 55.0 14' -6" 10' -10' 3 11/16" 2" 55.2 14' -5" 10' -10" 3 11/16" 2" 55.5 14' -4" 10' -9" 3 11/16" 2" 57.2 14' -2" 10' -9" 3 11/16" 2" 58.6 14' -0" 10' -8" 3 1/2" 2" 58.8 14' -0" 10' -7" 3 1/2" 2" 59.5 13 10' -r 3 1/2" 2' 59.7. 13' -10" 10' -7" .3 1/2" 2" 61.5 13' -8" 10' -5' 3 1/2" 2" 61.8 13' -8" 10' -6" 3 1/2' 2" 61.9 13' -r 10' -6" .3 1/2" 2" 63.4 13' -6" 10' -5" 3 1/r 2" 63.6 13' -5" 10' -5" 3 1/2" 2" 63.7 13' -5" 10' -5" 3 1/2" 2" 66.9 13' -1" 10' -4" 3 1/2' 2" 67.0 13' -1" 10' -4" 3 1/2" 2" 67.5 13' -D 10' -3" 3 5/16" 2" 70.1 12' -10" 10' -2" 3 5/16" 2" 71.1 12' -9" 10' -2" 3 5/16" 2" 71.4 12' -8" 10' -2" 3 5/16" 2" 71.5 12' -8" 10' -2" 3 5/16" 2" 72.9 12' -r 10' -1" 3 5/16" 2" 75.1 12' -5" 10' -0" 3 5/16" 2" 75.2 12' -4" 10' -O" 3 5/16" 2" 75.3 12' -4" 10' -0" 3 5/16" 2" 77.0 12' -3" 9' -11" 3 5/16" 2" 77.5 12' -2" 9' -11" 3 5/16" 2" 75.8 12' -1" 9' -10" 3 5/16" 2" 80.7 11' -11" 9' -10" 3 1 /8" 2" 81.5 11" -11" 9' -10' 3 1/5" 2" 82.5 11' -10' 9' -9" 3 1/5" 2" 83.4 11' -9" 9' -9" 3 1/8" 2" 86.2 11' -7" 9' -8" 3 1/5" 2" 86.7 11' -6" 9' -8" 3 1/8" 2" MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN L (f .) MINIMUM SEPARATION TO GLASS (in.) • •• • •. 86.8 11' -6" 9' -8" 3 1/8" 2" 88.5 11' -4" 9' -7" 3 1/8" 2" 90.3 11' -3" 9' -7" 3 1/8" 2" 90.8 11' -3" 9' -6" 3 1/8" 2" 91.4 11' -3" 9' -6" 3 1/8 2" 92.7 11' -2" 9' -6" 3 1/8" 2" 93.8 11' -1" 9' -5" 3 1/8" 2" 94.5 11' -0" 9' -5" 2 15/16" 2" 96.6 10'-11" 9' -5" 2 15/16' 2" 96.8 10' -10" 9' -4" 2 15/16" 2" 97.7 10' -10 9' -4" 2 15/16" 2" 100.5 10' -8" 9' -4" 2 15/16 2' 101.5 10' -7" 9' -3" 2 15/16" 2" 103.7 10' -6" 9' -3" 2 15/16" 2" 106.5 10' -5" 9' -2" 2 15/16" 2' 108.8 10' -3" 9' -2 2 15/16" 2" 110.6 10' -2" 9' -1" 2 15/16" 2" 111.0 10' -2" 9' -1" 2 15/16" 2" 114.1 10' -0" 9' -O" 2 3 2" 116.5 9' -11" 9' -0" 2 3/4" 2" 116.9 9' -11' 8' -11" 2 3/4" 2" 117.6 9' -11" 8' -11" 2 3'4" 2" 119.7 9' -10' 8' -11" 2 3/4" 2" 121.2 9' -9" 8' -10" 2 3/4" 2" 122.5 9' -8" 8' -9" 2 3/4" 2" 125.3 9' -r 8' -9" 2 3/4" 2" 125.8 9' -7" 8' -9" 2 3/4" 2" 126.7 9' -6" 8' -9" 2 3/4" 2" 129.6 9' -5" 8' -9" 2 3/4" 2" 130.9 9' -4" 8' -8" 2 3/4" 2" 131.6 9' -4" 8' -8" 2 3:'4" 2" 134.3 9' -3" 8' -7" 2 3;'4" 2" 136.2 9' -2" 8' -7" 2 3/4" 2" 137.9 9' -7' 8' -6" 2 3/4" 2" 140.7 9' -0" 8' -6" 2 9/16" 2" 142.8 9' -0" 8' -6" 2 9/16" 2" 143.5 8' -11" 8' -6" 2 9/16" 2" 147.0 8' -10 8' -F" 2 9/16" 2" 148.4 8' -9" 8' -4" 2 1/2" 2" 152.6 8' -6" 8' - 4" 2 1/2" 2" MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) • •• * •• 153.1 8' -8" 8' -4" 2 1/2" 2" 156.8 8' -7" 8' -4" 2 1/2" 2" 157.5 8' -6" 8' -4" 2 1/2" 2" 157.8 S' -6" 8' -4" 2 1/2" 2" 160.6 8' -3" 8' -3" 2 1/2" 2" 161.7 8' -3" 8' -3" 2 1 /7 2" 164.4 8' -2" 8' -3' 2 1/2" 2" 165.2 8' -1" 8' -3' 2 1/2" 2" 168.1 8' -D" 8' -2" 2 1/2" 2" 168.7 7' -11" 8' -2" 2 1/2" 2" 170.0 7 8' -2" 2 1/2 2" 175.6 7-S" 8' -1" 2 1/2" 2" MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) • •• • ss 176.6 7' -7" 8' -1" 2 1/2" 2" 180.3 7' -5" 8' -0" 2 1/2" 2" 185.0 7' -3" 7' -11" 2 1/2" 2" 188.0 7' -1" 7' -9" 2 1/2" 2" 192.5 7' -D" 7' -7" 2 1/2" 2" 197.2 6' -10" 7' -5" 2 1/2" 2" 199.1 6' -9" 7' -4" 2 1/2" 2" 204.7 6' -7" 7' -2" 2 1/2" 2" 211.3 6' -4" 5' -11" 2 1/2" 2" 216.9 6' -2" 6' -9" 2 1/2" 2" 221.6 6' -1" 6' -7" 2 1/2" 2" 226.3 5' -11" 6' -6" 2 1/2" 2" SHUTTER SPAN "L" (ft) MINIMUM SEPARATION (in.) 8' -9" OR LESS 2 1/2" >8' -9" TO 9' -0" 2 9/16" >9' -0" TO 10' -0" 2 3/4" >10' -0" TO 11' -0" 2 15/16" >11' -0" TO 12' -0" 3 1/8" >12' -0" TO 13' -0" 3 5/16" >13' -0" TO 14' -0" 3 1 /2" >14 -0" TO 15' -O" 3 11/16" >15' -0" TO 16' -0" 3 7/5" MAXIMUM DESIGN PRESSURE RATING "�N" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0 ELEVATION OF BUILDING MEASURED BOTTOM OF SHUIILH, SEE TABLE 1 FOR MINIMUM SEPARATION FOR SPANS LESS THAN THE MAXIMUM ALLOWED. •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER. APPROVED AS CO OMPLYING WITH THE SOUTH FLO 'IA : !LDIN CODE DAT � ' / /4 19 BY PRO T CONTROL DIMS o _ BUILDING ODE COMPLIANCE OFFICE 6 Si ACCEPTANCE NO.94 TABLE 1: Thr INC. \ TILLJT TESTING ! ENGINEERING COMPANY 6595 KW. 361A. St.. St.. 217. VR+G1NN GAPDENS. n. =166 Phone : (305)871 -1530. Fa. : (205Y871 - 5.31 WALTER k TIILR Jr., P. E. FLORIDA Lic. 1 44167 MINIMUM SEPARATION BETWEEN GLASS & BACM. OF SHUTTER FOR A GIVEN SHUTTER SPAN "L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. IMPACT RESISTANT ACCORDION SHUTTER ROBINSON Sc SONS SHUTTER CO 8400 N.W. 961h. ST. MIAMI. F1. 33166 MY. NO eacvnaw SPANS att 10 3 o[sc1IP*to. DOT DADE COUNTY SCALE 4/7/94 DATE 94 - 91 DPAWING No SHEET 5 OF 6 MAXIMUM DESIGN LOAD W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP WALL MOUNTING INSTALLATION AT BOTTOM CEILING MOUNTING INSTALLATION TOP & BOTTOM FROM 45.1 TO 61.8 10" 7" 6" 4" 10" 8" FROM 61.8 TO 91.4 8" 5" 4" 3" 9" 7" FROM 91.5 TO 134.3 9 " 6 " 4 " 5" 3" 3 " 9 " 7 " 5 " FROM 134.4 TO 168.1 7" 5" 4" 4" 3" 3" 9" 6 5" FROM 168.2 TO 226.3 5" 3" 3" 3" 2 1/2" 2 1/2" 6" 4" 4" MAXIMUM DESIGN PRESSURE RATING 17 W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. ANCHOR' SPACING LEGEND (1) Max. ANCHOR SPCG. VAUD FOR SPANS OF 8' -9" OR LESS. (3) Max. ANCHOR SPCG. VAUD FOR SPANS OF 5' —O" OR LESS. (2) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 8' -9 ". (4) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5' —O" TO 7' -6". (5) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 7' -6' TO Mox. ALLOWED. NOTES: 1. ANCHORS USED W /TRACK A (TOP OR BOTTOM) SHALL BE INSTALLED STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. 2. ANCHORS USED W /REMAINING TRACK SYSTEMS SHALL BE INSTALLED ON A STRAIGHT PATTERN AT Max. SPACINGS INDICATED ON SCHEDULES. / 9h / IL ECOI TILLJR TESTING ! ENGINEERING COMPANY 6395 N.W. 3613. Si, 5b. 217. Vaow0 d1RDEN5. FI. 33165 Gho"s : (305)671 -1530 . Fm : (305)671 -153 WALTER A TILLIT Jr.. P. E. FLORIDA Lic. 1 44167 (4) (5) APPROVED AS COMPLYING WITH THE SOUTH F1.0„: DA : ILDING CODE DAT �>1� 1' BY - .A 4 ,/. ,i PRE �E CT CONTROL DIVISI I BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4' 0 gr b'O 2. IMPACT RESISTANT ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO DADE COUNTY SCALE 4/7/94 DATE 8400 N.W. Fl. 9 33 1.T. 66 94 — 91 Y. NO INSC1O101 Ohf NEV. N. IPCSCINNTICN 0►R SPARS 10/3/94 5 2 • DRAWING No SKEET 6 OF 6 THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED A!iNri7ed Stnature Date WITH NO VARIANCES • WITH NO OTHER DE:'IATIO .S FRrM THE k ORDINANCES WILL BE PE "?ITED. ALL OTHER APP IC ST.'TE R WITH BY ALL PARTIES. FIRE DEP "•RP VENT PUBLIC VIOR :;S POLICE D£PARThIENT BUftDING DI RECTO:: { ' 1 ti'1J' PLAN:NIG & ZOtfl G t'O .,; Mill VILLAGE VILLAGE COUNCIL APPROVAL PRELIMINARY: F16dAlLa f' REMARKS: 1 COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD• - ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.