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290 NE 100 St (3)PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job Address 2 90 ■ /f /00 C;--,g .EET Tax Fo1'io // Jo& 6 �J 9 V IV I Legal Description Oloaner/ Lessee / Tenant Owner's Address 90 /}f5 (00 QTTZ OE phone 2C7 y f 7 Contracting Co. `pV r.,l I3 �. tZ�cA�,.�t MoD Add ress 4.4:243 s % _) • 5 C. ‘r''•N Qualifier M - COOL SS# phone 8 gak— Z2"72— State # Architect /Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION MSFLtL. at/rE /rE AcMcvh -AL /vtiekeic n eft4E -45 ten/ /f 6» t naaluS d fri - EgeZeil/eA/144 CA/ f IthAiiou3' Estimated Cost 9 7.‘ Square Ft. 1 �/ 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. 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 Sig s, }urea of Owner. and /or / Zoning j� � (� C�✓ Z / 5t Mechanical A ifrA 37 / /! / ,i'IJmaster Permit i/i 0 � Jo/ � n. S6- i 47C,fSL4- ®Personally known to me, or $ Produced identification ondo Presiderrt232 52D i ct t r of Contractor or Owner - Builder Public, Stat3 of Fro My Ommtwkm Expires Notary vas to Owner and or Condo President My Commission Expires ,- � (77 �toi � AYE rna * * * *1 tiff " :i VIT rak ,;Igto 9*1 2 2nd tY,w7g ?fin -: k5: X11, PERMIT FEE: APPROVED: Fire Competency /3 7 Ins. Co. Address Address Address ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Plumbing �entffi oath, of ake an oath. Notary as My Commis * * o Co . tractO.NoNyctilgotr-siimtkifeftoRmA on Expire lifY COMMISSION EXPIRES APRIL 16, 1992 * * BONDED nikll STEMBLERVIDAMS & SWEEP Other Electrical Engineering c r /! 0 r 2 0 N L` /o PERPII T #:.1 a s Tax Folio No . // 3a ' / •Hyo 3 State of Florida County of Dade b. Interest in property: awry • 5. Surety: a. Name and Address U/N 2 b. Amount of bond$ /V6NE 6. Lender: (name and address) /V 17 N (2A the date of recor.,ing unless NOTICE OF COMMENCEMENT p ��� 92R045 1992 FEB 07 12:18 THE UNDERSIGNED hereby gives notice that improvement wi 1 be made to certaih'r a property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: legal description of the property, and street address if available) 2 O / 1 / L , - - - - - / 0 0 , 5-7 d ` hoi'a ,3i G iii ,hJrda h1 / P 2. General description of improvement: /A/$7.41 _ IInipi/A4 4//4 /7 Dlfo A // -4M - J. L cliq ON 1S till N nu/5 3. Owner information: q a. Name and. Address: L bis L 5t" d4S/�4-- - Z9D /YE /Oh .1TR./ c. Name and address of fee simple titleholder(if other than owner): 4. Contractor: (name and address) PALL/14. irrri .t a-` t/U 2_0 /V!!/ i - e= - AA,#'1/ 4 2-77 4-4Z.0 _ 3 ' k tL ) 7. Persons with the State of Florida designated by Owner upon . whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) S. In addition to himself, Owner designates /(/t?/(/C of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from a different date O Personally known to me, or 4 1 Produced Wen S i g na u re o now f_�3A Sworn to and subscribe — b e #ef mP this '' day of fe,h /W y DID i;c an Oeh, r,K Vil O DIDNOI'takeenoath, ( G l irT py pair-: Tr CT rr rr FI rir 4 „ n c 4 Jotary Public My c;i)s;.a;:5;. :! '. i �... ;, l =-$1y Commission Expires: ,. '; BOi�i,�i:C TAU G i•! 't'..':L INS. u1 0. STATE OF FLORIDA COUNTY OF DADE I HEREBY CERTIFY that this Is a original f " in this office n , A D. WITNESS my hand and Official Seal. Clerk Circuit Court is specified) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TC 8' -7'• (SEE NOTE 1) SPANS UP TO 11' - 0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 3 CONNECTION TYPE 1 2 3 MIN, 3,000 P.S.I. CONCRETE 8 48 12.5 12.5 12.5 12.5 9 8 12.5 5 6.25 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 62 12.5 12.5 10 12.5 S 6.25 12.5 3 5 12.5 12.5 12.5 12.5 7 10 12.5 4 8 1.11 1111111111111111111111111111111P> 1/4"0 1 -1/2" ITW TAPCON W/ MIN. EMBEDMENT 72 12.S 48 9 12.5 3 5 12 6.25 12.5 62 12.512.5 • 9 12.5 3 7 92 12.5 • 7 12 4 9 6 A 12.5 92 11 12.5 7 12 4 5 230 8 4 3 8 � 3 8 10 4 10 4 10 4 „111111,1:11;11111101i11UUiu= ' ■ 0111111'II111':1111: 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1-1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE WITH 1/4-20 SCREW OR WINGNUT 48 12.5 11 12.5 - 7 12 12.5 12.5 12.5 8 12.5 6.25 62 12.5 1 8 12 5 9 12.5 l 10 12 ! 9 5 72 12.5 7 10 4. 8 j 12.5 8 10 5 8 4 92 11.5 6 8 3 6.25 � ' 12 6.25 8 , 4 6.25 3 230 5 / i i� i 5 r % C�i % E ,t 1/4"o POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE CALK EMBEDMENT STAINLESS 1 - IN SCREW. 48 12.5 12.5 12.5 10 12.5 = 8 12.512.51 2.•512.512.51 12.5 62 12.5 12.5 12.5 8 12.5 6.25 12.5 12.5 12.5 12.5 9 12.5 12.5 • 10 72 12.5 11 12.5 7 12.5 5 12.5 12.5 12.5 12.5 7 11 12.5 9 92 12.5 8 12.5 5 12.5 4 12.5 10 12.5 12.5 5 8 12.5 7 230 11 3 11 3 11 3 12.5 3 6 12.5 3 6 12.5 6 48 6.25 • 6.25 6.25 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 1 62 6.25 • 6.25 6.25 6.25 6.25 / 5 6.25 6.25 6.25 6.25 4 6.25 6.25 / 6 1/4"0 ZAMAC EMBEDMENT J POWERS NAIL -IN • 72 6.25 • 6.25 6.25 5 6.25 A 4 6.25 6.25 6.25 6.25 3 6.25 6.25 A 5 92 6.25 6.25 6.25 4 4 6.25 4 3 6.25 4 6.25 6.25 4 5 6.254 4 230 5 r/ 5 r r, 5 PO' 6 r 3 6 3 6 3 I HOLLOW CONCRETE BLOCK • hillIl1111111111111111111111111111 1/4 1 -1/4" "0 ITW TAPCON W/ MIN. EMBEDMENT 4 8 12.5 7 9 4 7 12.5 10 11 6.25 9 5 62 11 5 7 3 5 �� 12.5 8 9/ 5 7 4 72 10 4 6.25 3 5 A A 12 7 7 4 6 A 3 92 7 3 5 iA 9 3 M 3 4 230 3 MI El Me0 4 12.5 M 12.5 MN,' 8 12.5 6.25 mli m i,m uwomnnlu 1 i]11111111111 "11111' 1/4 "m ELCO MALE/ FEMALE "PANELMATE" W/ 1 = 1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 4 8 12.5 12.5 11 12.5 7 12 12.5 12.5 6 2 12.5 10 8 12 5 9 12.5 10 10 12 6.25 9 5 72 12.5 7 7 10 / 4 g12.5 7 8 10 5 8 Olt 4 92 12.5 4 6 8 / 3 625 . r . 125 4 6.25 8 , 4 6 25 3 0" 230 5 i� �,� 5 �� I���'■. 1/4"0 POWERS CALK W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW - IN . 48 12.5 12.5 9 12.5 6 10 12.512.512.512. " .111Mlir 6.25 9 12.5 7 62 12.5 9 7 10 4 8 / 12.5 11 11 12." 4 7 10 5 72 12.5 6 6.25 9 4 7 A 12.5 7 9 11 3 6 8 4 92 11 3 5 7 3 5 ; I/ ; 12.5 4 7 8 ' 4 4 7 3 230 4 IF/ 4 4 5 r 33 / 3 4 8 6.25 6.25 6.25 � re/ 6.25 6.25 r1 A 6 0- a 6 2 6.25 6.25 6.25 6.25 % 5 6.25/ 4 6.25 6.25 6.25 6.25 6 6.25r 4 ) 1/4 POWERS ZAMAC NAIL - IN W/ 1 -1/8" MIN. EMBEDMENT 62 6.25 5 6.25 6.25 A 4 6 A 3 6.25 5 6.25 6.25 5 6.25 4 72 6.25 3 5 5. E r 3 4 6.25 3 6.25 6.25 FA 4 5 r 3 230 4 •ffeu ramurzaummi r ammor FASTENER ANCHOR SCHEDULE DESIGN LOADS AND SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP Ts S' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' - 0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 1 -5/8 48 11 11 11 11 11 7 11 8 5 El AlliMD- 62 11 11 8 11 7 5 11 5 4 1/4 "0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO W000 GRAIN 72 11 11 7 11 6 4 11 4 3 92 11 8 6 11 4 3 11 3 2 -1/8 230 11 r / 11 11 p 2 -3/8 2 -3/8 1410 W/ BOLT W/ • 48 6.25 • 3 6.25 OF 6.25 62 6.25 • 6.25 6.25 S/16 "0 0.D. BRASS WOOD BUSHING 1/4 -20 SIDEWALK (3 MEAD) 1" MIN. IN. EMBEDMENT 72 6.25 6.25/ 6 A 92 6.25 6 / 4 ' 230 4 '� E 4 � 4 ' Mal i ' Mal i I- CO J W N MIN. SEPARATION FROM GLASS SCHEDULE . POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5 - 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4. 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/ A 2 -7/8 50.0 5- 7 8- 5 2 -1/4 2 -1/4 2 -3/8 2 -3/8 3 -1/2 3 -1/2 1 -1/4 1 -7/8 8 - 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 "2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 - 10 - 1 3 3 N/ A 3 70.0 5- 7 ... 8 - --- 8- 8 2 -1/4 •--- • - -1/4 - - 3 2 -3/8 2 -3/8 3 -1/2 3-1/2 3 -1/2 1 -1/4 -_ 3 2 -1/4 9- 9 3 3 N/ A 3 E N 0 N CN 0 0 0 0 N J CT N 0 N N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE•EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED as coospiyiag with the Fred a Bidding Code o oZ- o8Z6•o7 Eipire Date 20 0' By Mitmi [ Division Z Z N W 11 F w v 1 Q ° _o V a 1. Lel Ce Q to z V W ~ N W rt Z Z O 2 O J WW Nz >2 <0 LILL O u1 I` v a. Wln� OUQ; ° 1 I- Z �p J U)� . Owo° Z ° EE Z 099 J _.t.dc L_ r-O 0. VJ. KNEZEVICH PROFESSIONAL R. licenses 0933 c 0 N 01 3 (date n 0 scale AS NOTED (design by VJK 0 07/19/99 drawn by ( drawn (checked b yj V JKJ drawing no. 99 -097 sheet 4 of 4 07/31/02 15:35 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. IIIMIEll 1111/1 h .,,,,, 0101=1611=3:131:1 r , ..‘ Print Information: J: \CADD\Cadc199 \FL—Storm \99-097\R4—SUB \99-097-04.dwg I H Q 03 J W I STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD (W) (P.S.F.) SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING. TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS © 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS © 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 70.0 10 -1 9 -8 10 -1 9 -9 8 -8 8 -8 30.0 8 -7 9 -5 8 -1 90.0 100.0 7 -8 6 -10 9 -1 8 - 9 7 -2 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 - 3 7 -8 5 -0 140.0 150.0 4 -11 4 -7 7 - 4 7 -1 4 -7 4 -3 160.0 • 4 -3 6 -11 4 -0 170.0 130.0 4 -0 - 3 -10 6 -8 • 6 -6 3 -9 3 - 7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 230.0 3 -2 3 -0 5 -5 5 -2 2 -11 2 -9 E a 0 if) 1 O N csi 0 O r- 0 0 E EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 07/31/02 15:35 ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REQ•O FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION 'TYPE 1 • 4 . .1 1 ii ... . SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 21 . 111111111111 �1 N 0 W 0 0 EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION' TYPE 1 • 1/4 -20 MACHINE BOLT & NUT @12" O.C. (TYP. TOP L BOTTOM) QUAL 1/4 MAX. SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 1/4 -20 MACHINE BOLT & WINGNUT® (Pl 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE, REFERENCE WOOD FRAMIN CONNECTION • TYPE 1 • SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT & WINGNUT (2 ) (TABLE 2) @ 6 -1/4•• O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONOING TO STUDS SPACING (SEE TABLE 11 TYP. TOP & BOTTOM t/2 ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • J O ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 1/4 -20 MACHINE BOLT L WINGNUT @ 6 -1/4" O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE v . SCALE : 3" = 1/4 -20 MACK• I,NE BOLT & WINGNUT @@ 6 -1/4 O.C. OR 12 -1/2' 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 0 z • IN 5/8" STUCCO � FINISH (LEG MAY W BE REVERSED) WIRE LATH MAY O- BE USED AS TYPICAL X REINFORCEMENT OVER L LEG OF "F" TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL ANGLE MAY VARY O K ALT. CORNER DETAIL SCALE : 3" = 1' -0" 0 x 2" x .125 MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR t8 GAGE GALV. STEEL ANGLE 13 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" = 1' -0" 1/4 -20 S.S. BOLTS & WINGNUT5 @ MIDPOINT OF PANEL SPAN OR sr 0.C. MAX. (TYP1 OPTIONAL HANDLE LOCATION 3/8 "m HOLE FOR FASTENING PANEL 8" x 3" x 1/4" x 1' - 1-1/2 - ALUMNUM ANGLE 701 -1/2" x 1 -1/2" AL. STUO ANGLE 1/4' 8" x 3" x 1/4' x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 "9a POWERS CALK -IN W/ 7/8" MIN. EMBEO. IN CONC. @ 3" O.C. OR 1/4•'41 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FROM THE INSIOE. (MAY BE 1 OR 2 PANELS WIDE1 NOTE : USE OF THIS DETAIL IS LIMITED TO - .72 PSF AND A MAX. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" PRODUCT RENEWED as complying Bidding Code the Florida Actin« No 0 2 -0224.07 Expiration Date . o . 0 8 13y ' •-•••• • • i L.. Mimi I . Division redact Control 0J W NZ Z < 0 -4 csitn O N 2 co t"): W 1n c Oz U Q;U o F- L � OW0 -7 Z 8 � 020 o< n In j Q ram IL �In 0 L CL VI C 0 a. L a z u z 3 0 = a. a i L L 0 2 0 a 0 2 0 3 2 0 0 0. z a 0 2 2 2 0 0 • date 07/19/99 scale AS NOTED [ design by VJK a 0 drawn by MC checked b y� VJK drawing no. 99 -097 sheet 3 of 4 rm \99-097 V4—SUB \99-097-03.dwg SEE STORM PANEL SCHEDULE EDGE DIST. SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH EE STORM P c 0 SEE MIN SEPARATIO FROM GLASS SCHEDULE (TABLE 2 GLASS OR 000R EXISTING CONCRETE HOLLOW BLOCK OR "W000 FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR 000R O 07/31/02 15:34 W000 STUDS @ 24" 0.C. MAX. SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 2' FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1. A O WALL MOUNT SECTION SCALE : 3" = 1' -0" 's A\U�VSagU\ \ \1�V C AM • _ � 1 - N i•• S 1- o 2 W J J W 2 0. 0. X E QC ON T. 1114 S.M.S. @ 10" 0.C. 2 - 1/4"0 x 4 -1/2" S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1 "x4 "x.12S "OR 2" x 4" x .125" AL. MAX. TUBE OR 2" x 6" P.T. WOOD W/ 1/ LAG SCREWS Cal 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH'STUD ANGLE . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) 1/4 -20 MACHINE BOLT & WINGNUT ® @ 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT O9 @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONOING TO STUDS SPACING (SEE TABLE 1) EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. SCALE : 3" = 1' - 0" GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 3' SCALE : 3" = V -0' EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 23 1- 2 J J 2 a X 1/4 -20 MACHINE BOLT E & WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2" Q.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 0 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING CEILING /INSIDE MOUNT SECTION REMOVABLE FASTENER @ 6 -1/4" 0.C. MAX. FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2" 0.C. MAX. FOR SYSTEM 3, BUT 00 NOT EXCEED SCHEDULE SPACING. ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1'. USE 1/4-20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER ©. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 WALL MOUNT SECTION `J (DIRECT MOUNT) 1/4" MAX. MAX. 1/4"0 ELCO MALE WITH WASHEREO WINGNUT @ 6 -1/4" O.C. MAX. FOR SYSTEMS 1 OR 2 ANO Cdt 12 -1/2" 0.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE I • . EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING SEE MIN. SEPARATION FROM - f GLASS SCHEDULE (TABLE 2) v e 4'I 8 - 1 GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FROM GLASS SCHEDULE (TABLE 21 5/8" MAX. EMBED (TYP.) FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION ' TYPE 1• /8" TYP. SCALE : 3" = 1' - 0" il' OR 1" x 4" x .12S" AL. TUBE (OPTIONAL) 0 NOTE : USE OF THIS DETAIL IS LIMITED TO =72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3'• = 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE1' 1/4 -20 MACHINE BOLT L WINGNUT CBI 12" O.C. TYP. TOP & BOTTOM IS /-0 - OR 0 OPTIONAL LEG DIRECTION I FOR COMPONENT ` 4 (2) ANO 3/1." F R 'CC OMPONENT(3 DD u 7 LL 1 __ == i � J W N Z Za eC Qp W t <2_1 O N{% 0 CL 1/4" MAX. O 1/4 -20 MACHINE BOLT & WINGNUT 0 @ 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF BUILD -OUT MOUNT SECTION THREE 1/4 "0 WOOD SCREWS W/ 2 MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1 MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24" 0.C. MAX.) 2 x W000 JOIST. TRUSS OR RAFTER 1112 SMS BETWEEN TRUSSES @ 10" 0.C. MAX. — 1/4" MAX. PRODUCT RENEWED as emptying with the Florida Baking Code Acceptance No Ot - 0 % 26.0 7 Explratbo Date Division Control ro date 07/19/99 scale AS NOTED resign by 1 l V JK J drawn by MC [checked by) ViKJ drawing no. 99 -097 sheet 2 of 4 E 0. Pi M rh 0 In r _ .250" 1 ,.50-1 SCALE : 3" = V -0" 07/31/02 15:33 5.00" 1.50" t t PRODUCT MARKING PRODUCT MARKING LOCATION - 7 (OPTIONAL LOCATION) i'-:093" TYP. 1/4" S.S. STUD Cat 6 -1/4" O.C. OR Cd 12 -1/2" O.C. (SEE DETAILS FOR SPACING) O STUDDED ANGLE 1.50" 1250" COVERAGE 14.50'• O STORM PANEL SCALE : 3" = 1' -0" 5.00 .188" t .085 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W 01 CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4- 0 x BOLTS W THQpIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION &09) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQIIIIIIIR NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. O "h" HEADER SCALE : 3" = 1' -0" "F" TRACK WINGNUT O SCALE : HALF SIZE O SCALE : HALF SIZE 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G1S -23 OF THE FLORIDA tu J j ADMINISTRATIVE CODE. a W0 6. THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR x z a PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED N N HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES w ,, E NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES W W o DETAILED HEREIN. z a x it 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID as THE APPROVAL DOCUMENTS. ¢Q a 0 r V 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE 1-- R BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: 'na W LL A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. OATED AND a SEALED BY 'A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PROOUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A @ 6 -1/4" 0.C. MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS. INC. OPA LOCKA, FLORIDA 1/4" MAX. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 11.00" 3.500" 1 O SCALE : HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING WIDTH UNLIMITED SECTION Division .00" ♦-r "h" HEADER SCALE : 3" +-- 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION STANDARD CHANNEL - (PERP. TO PANEL SPAN) 0 1 1 a 0 PRODUCT RENEWED as complying with the Florida Acoepta.alloO2 - 0 ; 26 •07 Induct Control 2008 c 1.751 PLAN VIE 0 USE 1"x 1 " TUBE WHERE APPLICABLE SEE NOTE 11. & TYP) AL ELEVATIONS 014 16 (TYP.) B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND i 46 - 1/4 • (TYP) - 0 7 \°J JR DIRECT SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION MOUIIT CO "U" HEADER O ANGLE SCALE : 3" = V -0" SCALE : 3" = 1' -0" TOP MOUNT 0C3 x 1" TL3E. MAY BE / USED •.+.� RE REDUCED SEPARAT .1N FROM GLASS - - IS REQUIF =D. SEE SEPARAT.UN FROM GLASS SCHEDULE, SHEET 4, AND PLAN VIE ' & NOTE 14 SHEET 1 VERLAF = A.STENERS (SEE PLAF VIEW L. NOTE 14) B0T r1. MOUNT 5.00" 16 GAGE GALV. STEEL GRAOE 50 OPTIONAL LEG t DIRECTION e SCALE : HALF SIZE .75' SOFFIT CHANNEL 0 1 -3/4" OVERLAP MIN. 0 (PERP. TO PANEL SPAN) SECTION 16 TYPICAL ELEVATION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE r TYPICAL ELEVATION (SYSTEM 1) ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRE(1. OVERLAP FASTENERS OR REINFORCING 9. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM; TOP & BOTTOM MOUNTS SHALL BE "F" STRUCTURAL QUALITY. GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM MOUNTS SHALL BE "F" TRACK OR STUODEO ANGLES WITH ANGLES WITH STUDS Cdt 6 -1/4" O.C. OR Fy = 46.7 KSI . STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS WITH ANCHORS (al 6 -1/4" O.C. ` 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" 0.C. FOR ZIESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND B" O . FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW 6 -1/4" (TYP) SCALE: 1 -1/2" = 1' -0" 1 2 ", 3". 4" OR 5" 12 WIDTH UNLIMITED EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 1/4" MAX. 16 GAGE 0 1 .125" GALV..STEEL r 6063 -T6 ALUMINUM 1.00" 1 "14 GAGE f GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" (SYSTEM 2) r - -- EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 2" MIN. TOP MOUNT 00 OR DIRECT MOUNT ANGLE SCALE : 3" = 1' -0" 11/32 "P r in 0 0 a 0 SCALE : HALF SIZE J x 7 w Z u - _l J w ZQ a s a EX as DE 0: w to BOTTOM MOUNT T T 0 07 80 OR DIRECT 1 i 1� Z - /2 " I ' OTTOM MOUNT MOUNT (TYP) 7 8 OR DIRECT 17 T YPICAL ELEVATION (SYSTEM 3) MOUNT TUBE REQUIRED. NO OVERLAP FASTENERS OR REIN FORCING TUBE REQUIRED. TRACK OR STUODEO TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED DIRECT MOUNTS ANGLES WITH STUDS (al 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 12 -1/2" O.C. 1© USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYP) AL ELEVATIONS©) 2, 16 (TYP.) FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) USE 1" x 1" x 16 GA STEEL. TUBE WHERE APPLICABLE SEE NOTE 14 & TYPII AL ELEVATIONS 5 & 1U6 (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 938" SCALE : 3" = V -0" 5/8"o .093" TYP. 1 1.50" O ANGLE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION OVERLAP FASTENERS TYP. (SEE NOTE $* 14 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO_ 2" x 5" MAX. 16 GA. GALV. STEEL GRADE 50 OR ALUM. t MIN. .085" KEYHOLE WASHER 4 STEEL TUBE SCALE : 3" = 1' -0" 1/4-20 WASHERED x 3 -1/2 BOLT WITH WINGNUT) @ 12 -1/2" O.C. (TYP) 'nn m /• [ 1 ✓ " 5 Wy v g 5 o ry • t•1 W ao m rn E a V E • • • 8 ry m > m z N 1- O 0. (date 07/19/99 scale AS NOTED (design by l VJK (drawn by } t1C1 (checked b) VJK drawing no. 99 -097 sheet 1 of 4. MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or.material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is .approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy.A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 FASTENER MAXIMUM SPACING I ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS w 0 X Z H •U � w H u) ANCHOR TYPE LOAD ( P SF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11-0" (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TC 8' -7" (SEE NOTE 1) SPANS UP TO 1V -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 3' CONNECTION TYPE 1 2 3 2 -7/8 ni 48 12.5 12.5 12.5 12.S 9 8 12.5 S 6.25 12.5 12.5 12.5 12.5 11 12.5 12.S 7 11 62 12.5 12.5 10 12.S 5 6.25 12.5 3 5 12.5 12.5 12.5 12.5 7 10 12.5 4 8 1/4 "m ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 72 12.5 48 9 12.5 6.25 5 12 3 3 12.5 12.5 12.5 12.5 6.25 9 12.5 4 7 92 12.5 • 7 12 6.25 4 9 6 12.5 7 11' 12.5 4 7 12 / 5 230 8 4 3 8 3 8 10 �� 4 10 4 10 4 4e. Eilin 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 11 12.5 • 7 12 12.5 12.5 12.5 12.5 8 12.5 6.25 62 12.5 1 8 12 5 9 12.5 10 10 12 6.25 9 / 5 72 12.5 7 10 / 4 8 / 12.5 7 8 10 5 8 4 92 12.5 6 8 / 3 6.25 a 12.5 4 6.25 8 A 4 6.254 3 230 5 %u A 4 • 5 roriawap 12 y,' iv (/ Ell 1/4"0 POWERS W/ 7/8" & 1/4 -20 STEEL MACHINE � CALK EMBEDMENT STAINLESS i -IN SCREW 48 12.5 12.5 12.5 10 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12 5 a 12.5 62 12.5 12.5 12.5 8 12.5 6.25 12.5 12.5 12.5 125 9 125 125 10 72 12.5 11 12.5 7 12.5 5 12.5 12.5 12.5 12.5 7 11 12.5 9 92 12.5 = 8 12.5 5 12.5 4 12.5 10 12.5 12.5 5 8 12.5 7 230 11 3 11 3 11 3 12.5 3 6 12.5 3 6 12.5 6 ' 48 6.25 • 6.25 6.25 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 Q O 62 6.25 • 6.25 6.25 6.25 6.25 / 5 6.25 6.25 6.25 6.25 4 6.25 6.25 6 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72 6.25 • 6.25 6.25 5 6.25VA 4 6.25 6.25 6.25 6.25 3 6.25 6.25V 5 92 6.25 6.25 6.25A 4 6.25 3 6.25 4 6.25 6.25 5 6.25 4 230 5 iii 5 ' , 3 6 3 • Y C] 0 w H w U Z U 0 J 0 2 48 12.5 7 9 7 % 12.512.5 10 11 9 6.2S 9 5 ■ i111111111111111111111111111111u�� 62 11 5 7 5 Pp 12.5 8 8 5 7 / 4 3 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72 10 4. 6.25 5 ' 12 5 7 7 4 6 92 . 7 i 3 5 / 4 A� EVAI/ 9 12.5 3 //r 12.5 5 //iM12194' 12.5 6 / 12.5 • 3 8 4 12.5 6.25 230 3 rAVAII' .', 3 �` 3 i d"""" " "" ., 1/4 "m ELCO MALE/ F EMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 11 12.5 7 12 62 12.5 10 8 12 5 9 r 12.5 10 10 12 6.25 9 / 5 72 12.5 7 7 10 / 4 8 /, 12.5 7 8 10 5 8 r 4 92 12.5 4 6 8 / 3 6.25 A i 12.5 4 6.25 8 / / 4 6.25 / 3 230 5 o Nor % 9 5 0 / wail 12.5 12.5 12.5 12. ' �i/,� • '� 99 1212.55 ar %��/ 7 17/1 1/4 "0 POWERS W/ 7/8" & 1/4 -20 STEEL MACHINE • -IN 48 12.5 12.5 12.5 6 10 1 CALK EMBEOMENT STAINLESS 62 12.5 9 7 10 4 8 / 12.511 11 12." 7 10 5 72 12.5 6 6.25 9 4 7 r 12.5 7 9 11 6 8 4 . 92 11 3 5 7 / 3 S 12.5 4 7 8 / 4 7 i 3 SCREW 230 4 . ��� //�� 4 I/ Fa! • ' 3 5 3 ) 48 6.25 6.25 6.25 6.25 0 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.25 6 C( ( ) 62 6.25 6.25 6.25 6.25O 5 6.25 6.25 6.25 6.25 6.25 6 6.2S 4 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 62 6.25 5 6.25 6.25 4 6 A 6.25 6.25 5 3 6.25 6.256.25a 6.25 r rarMa 5 4 6.25 , 5� 4 3 '/ 72 6.25 3 PM= 5 5 4 3 4 A 4 ran 230 4 FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) ANCHOR TYPE LOAD (W) P SF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP To. 11' -0" (SEE NOTE 1) CONN CONNECTION CONNECTION TYPE 1 2 3 1 2 3 1 2 3 3 -1/2 1 -5/8 48 11 11 11 11 11 7 11 8 2 -7/8 q --_ = =. 1/4"� W000 LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PE P. TO W000 GRAIN 62 11 11 8 11 7 5 11 5 ___ 1 -7/8 72 11 11 7 11 6 4 11 4. 3 -1/2 92 11 8 6 11 4. 3 11 3 A . 230 11 /Jy� N/ A f 1/ 5- 7 _ 8 _5 __ 8- if 2 -1/4. _ 2 -1/4 __,_ 3 - ArA I 5/16 "0 WO0D 1/4 -20 SIDEWALK 1` MIN. 1 -1/4 2 -1/8 48 6.25 6.25 6.25 6.25 6 6.25 3 `l �1��1,1,\' O.D. BRASS BUSHING W/ BOLT MBEDMENT 62 6.25 6.25 6.25 6.25 4 6.25 r 72 6.25 5 6.25 6.2S� 4 6 92 6.25 3 4 6� 3 4 / ' 230 4 Awir mom N 0 0 0 0 07/31/02 15:35 N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS' SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVEEITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. s 9 ' �� NOT ACCEPTABLE USES. CONDITIONS WHICH ARE 10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED es complying with the Florin Badding Acceptance o 02- 0 E :piratio2 Deteo e y Br Miami Division OJ W Q a J2 <O Ow O w N y • 0. aD w to u _ '0 10 U Q Q�ui z co tD u _ x co " w N <w zO Z Q Z taOo Q r �a S u_ r O in 0 L 0. da e 07/19/99 scale drawn by AS NOTEOJ( MC b)) viK Design by VJK Or awing no. 99 -097 sheet 4 of 4 MIN. SEPARATION FROM GLASS SCHEDULE . POSITIVE DESIGN LOAD (W) (P.S.F.) MAX PANEL LENGTH . (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN,) 696 SYSTEM 3 @ @IMI lill MIDSPAN TUBE MUM! NO MIDSPAN BOLTS OR TUBE REQUIRED N 0 0 0 0 07/31/02 15:35 N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS' SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVEEITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. s 9 ' �� NOT ACCEPTABLE USES. CONDITIONS WHICH ARE 10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED es complying with the Florin Badding Acceptance o 02- 0 E :piratio2 Deteo e y Br Miami Division OJ W Q a J2 <O Ow O w N y • 0. aD w to u _ '0 10 U Q Q�ui z co tD u _ x co " w N <w zO Z Q Z taOo Q r �a S u_ r O in 0 L 0. da e 07/19/99 scale drawn by AS NOTEOJ( MC b)) viK Design by VJK Or awing no. 99 -097 sheet 4 of 4 MIN. SEPARATION FROM GLASS SCHEDULE . POSITIVE DESIGN LOAD (W) (P.S.F.) MAX PANEL LENGTH . (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN,) SYSTEMS 1 & 2 SYSTEM 3 _ MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5 - 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8 - 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/ A 2 -7/8 50.0 5- 7 8- 5 2 -1/4. 2 -1/4 2 -3/8 2 -3/8 3 -1/2 3 -1/2 1 -1/4 1 -7/8 8- 8 3 3 3 -1/2 ___ 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 "2 -1/4 2 -3/8 3 -1/2 2 8- 8 10 - 1 3 3 3 -1/2 2 -1/8 3 3 N/ A 3 70.0 5- 7 _ 8 _5 __ 8- if 2 -1/4. _ 2 -1/4 __,_ 3 - 2 -3/8 2 -3/8 3 -1/2 3 -1/2 1 -1/4 2 -1/8 _._ 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 N 0 0 0 0 07/31/02 15:35 N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS' SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVEEITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. s 9 ' �� NOT ACCEPTABLE USES. CONDITIONS WHICH ARE 10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED es complying with the Florin Badding Acceptance o 02- 0 E :piratio2 Deteo e y Br Miami Division OJ W Q a J2 <O Ow O w N y • 0. aD w to u _ '0 10 U Q Q�ui z co tD u _ x co " w N <w zO Z Q Z taOo Q r �a S u_ r O in 0 L 0. da e 07/19/99 scale drawn by AS NOTEOJ( MC b)) viK Design by VJK Or awing no. 99 -097 sheet 4 of 4 Q mJW 1- STORM PANEL SCHEDULE . NEGATIVE DESIGN LOAD (W) (P.S.F.) SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS D 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING. TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 70.0 10 -1 9 -8 10 -1 9 -9 8 -8 8 -8 30.0 8 -7 9 -5 8 -1 90.0 100.0 7 -8 6 - 10 9 -1 8 -9 7 -2 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 150.0 4 -11 4 -7 7 -4 7 -1 4 -7 4 -3 160.0 4 -3 6 -11 4 -0 170.0 130.0 4 -0 • 3 -10 6 -8 6 -6 3 -9 3 -7 3 -7 6 -3 3 -5 _190.0 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 230.0 3 -2 3 -0 5 -5 5 -2 2 -11 2 -9 u N N 0 0' '0 r•I 01 rn O 01 CO 1 d O1 O 01 E N 01 cn v 0 O 0 0 i 1 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 07/31/02 15:35 SCALE 3" = 1' - 0 • ' ALUM. OR GALV. STEEL SPACERS AS REQ'O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • ALT. BUILD -OUT MOUNT SECTION FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • 1/4 -20 MACHINE BOLT & WINGNUTQ9 0 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN \.e L 7 � I R Z. — %UMW 1: SEE MIN. 'SEPARATION FROM GLASS SCHEDULE (TABLE 2) 0 firs I SM 11 1/2 O 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF 'F" TRACK SCALE : 3" = EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • 1/4 -20 MACHINE BOLT L NUT (0 12" O.C. (TYP. TOP L BOTTOM) EQUAL 1/4" MAX. SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT & WINGNUT Q9 (TABLE 21 06-1/1." O.C. OR 12 -1/2' 0.C. USE STORM PANEL LENGTH CORRESPONDING (SEE STUDS SPACING .O (SEE TABLE 11 TYP TOP L BOTTOM 1/2" ALUM. OR GALV. STEEL SPACERS AS REQ'0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • J O ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1• - 0" FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECT • • TYPE 1 • /4 -20 MACHINE BOLT 1 WINGNUT 0 6 -1/4' O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" 0 ANGLE MAY VARY "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MAC VINE BOLT i WINGNUTW @ 6 -1/4' 0.C. OR 12 -1/2' 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK K O ALT. CORNER DETAIL SCALE : 3" = 1' -0" 0 INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2" = 1' -0" 1/4 -20 S.S. BOLTS L WINGNUTij9 (A MIDPOINT OF PANEL SPAN OR 51' 0.C. MAX. (TYP1 2" x 2" x .12S MIN. CONT. 3105 -H14 OR 6063 -16 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE . OPTIONAL HANDLE LOCATION 3/8 "O HOLE FOR FASTENING PANEL 6" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 0 1 -1/2" x 1 -1/2" AL. STUD ANGLE 1 -1/2" UNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PATIEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDEI 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4"0 POWERS CALK -IN _ W/ 7/8" MIN. EMBED. 3/4" aa� -' IN CONC. (0 3" O.C. OR 1/4"0 POWERS STEEL OROP -IN W/ 1" MIN. EMBED. 11.4 CONCRETE 3" 0.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS LIMITED TO t72 PSF AND A MAX.. PANEL LENGTH OF 11'47". 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE :1-1/2" = 1' -0" PRODUCT RENEWED Florida as complying iadewii6 the Floei vta.o two 0 2 - o $ Z6 • 07 Exp doo Date • • LTV ._ p,, / / Mimi 1 . • - Dlvbioa 0'" W NZ Zo. <0 WUJ 01- scale AS NOTED (d•sign by i t VAX 0 N .8 V '1 IV O 0 • • • • A • 6 • ^ h 1- o 0 3 Z 2 6 • 0. 2 0 n 0 2 • Oats 07/19 [ drawn by MC (checked b� V11 drawing no. 99 -097 sheet 3 of 4 07/31 /2002 03: 35: 40pm SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE Print Information: SEE STORM PANEL SCHEOUL SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH MAX. PANEL LENGTH E 0 r%'i t7 r%i O .o O 0 0 c > 1 r- .25 0'• 5.00" 1 t S.00 1 PROOUCT MARKING PROOUCT MARKING LOCATION 7 (OPTIONAL LOCATION) 0 32S' LSO 12.S0 COVERAGE 07/31/02 15:33 11 3 TYP. S.S. STUD @ 6 -1/4 O.C. OR (off 12 -1/2 O.C. (SEE DETAILS FOR SPACING) 1 t.50 - 1 STUDDED ANGLE O SCALE : 3" = 1' -0" 14.50•' O STORM PANEL SCALE : 3" = .188" O "P' TRACK O SCALE : HALF SIZE O "h" HEADER SCALE : 3" = 1' -0" WINGNUT SCALE : HALF SIZE GENERAL. NOTES: I. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WINO VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY 'A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONOITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRAOE 40, G 60 GALVANIZED COATING. WITH A MINIMUM Fy = 46.7 KSI . 10. PROOUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELO CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIOSPAN TO A r x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI C AST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION L I. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4- 0 x " BOLTS WIl TH IE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION09i5 FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQDDIREEEEEEbbbbbb NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION®. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. W 7 F u W V1-1 J -I W W Z Z as X O F VI C W 0 W N 15 10 1/4" MAX. SCALE : HALF SIZE 6 -1/4" (TYP) 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING M Division O "h" HEADER SCALE + 3 = 1' -0" 3.500" wIDTH UNLIMITED r-- 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION STANDARD CHANNEL '(PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION (SYSTEM 1) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRE!. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUODEO ANGLES WITH STUOS (dl 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (dl 6 -1/4" 0.C. 0 t4 USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPI AL ELEVATIONS e5 & 16 (TYP.) PRODUCT RENEWED as complying e t!e 'Florida Baldlag Cod Ac a crptaa N.0 2 - 0 ; 26 .07 roduct Control 11 204 � 4J "U" HEADER * = SCALE : 3" = 1' -0" TOP MOUNT 0•0. PLAN VIE .4 x 1 TU3E, MAY 8E USED W.,. RE REDUCED SEPARAT .]N FROM GLASS IS REQUIF :0. SEE SEPARATAN FROM GLASS SCHEDULE, SHEET 4. AND PLAN VIF.' L NOTE 14 SHEET 1- VERLA' = e.STENERS ISEE PLAI- VIEW L NOTE 14) BO�TTJiti MOUNT O7 \J OR DIRECT Mour■T 5.00" 16 GAGE GALV. STEEL GRAOE SO SOFFIT CHANNEL SCALE : HALF SIZE 0 O OPTIONAL LEG OIRECTION 6 -1/4 (TYP) 0 1 -3/4" OVERLAP MIN. © 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12 0.C. FOR CESIGN LOADS LESS THAN OR E ^UAL TO 100 PSF ANO e" Or . FOR DESIGN LOADS GREASER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR PLAN VIEW SCALE: 1 -1/2" = t• -0" 16 GAGE GALV..STEEL EXISTING CONCRETE. HOLLOW BLOCK OR 4/000 FRAMING 2" 3" 4" OR 5" ANGLE SCALE : 3 = 1' -0" 1.00' WIDTH UNLIMITED 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = V -0" (PERP. TO PANEL SPAN) ni SECTION TYPICAL ELEVATION (SYSTEM L EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING MIN. 2) 0 N OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. 1 T TOP 8 BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (dl 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" 0.C. .125 1/4" MAX. 6063 -T6 ALUMINUM 5 MAX. ANGLE SCALE : 3" = 1' -0" GALV. STEEL GRADE 50 OR ALUM. t KEYHOLE WASHER 14 SCALE : HALF SIZE TOP MOUNT 070 OR DIRECT MOUNT 10 USE 1' x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 s TYPI AL ELEVATIONS ® L 16 ITYP.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING [I W a x U W V1 J W W Z Z as O F L N 0: W Q W LL 1 T- OO OR DIRECT 1 12- /2"1 BOTTOM MOUNT T ©USE Y x r x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 L TYPI AL ELEVATIONS ®L 16 FASTENER @ 12" O.C. FOR OESIGN LOAOS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR) 0 SCALE : 3" = 1' -0" .093 - TYP. t.SO" ANGLE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION [- 100 MOHNEN BI NYC c O Y . N z VI taa V O V W z 0 0 17 v 1 00 0 p LE:I-t6 GA. STEEL TUBE SCALE : 3" = 1' -0" t \---BOTTOM MOUNT MOUNT (TYP) 7 6 OR DIRECT TYPICAL ELEVATION (SYSTEM 3) NowaT NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP L BOTTOM MOUNTS SHALL BE "F" TRACK OR STUOOEO ANGLES WITH STUDS @ 12 -1/2" 0.C. OR DIRECT MOUNTS WITH ANCHORS (dl 12 -1/2" O.C. 1/4 -20 x 3 -1/2 BOLT WITH WASHEREO WINGNUTS @ 12 -1/2" 0.C. (TYP) OVERLAP FASTENERS TYP. (SEE NOTE M 14 OS 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5" MAX. r� dare 07/19/99) scale AS NO1'E0 (design by 1 1 (drawn Oy 1 nCJ (checked Oy 1. V1K, drawing no. 99 -097 sheet 1 of4 ) SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2 GLASS OR DOOR GLASS OR DOOR 0 07/31/02 15:34 BY Masi OJ W NZ Q >2 <0 N N Ut r 2 U) • W O � CE 1 <C 0 F — (1) C \ J U Q 3 �0 Owz08 Z 1099 O 0_ aacc0D o 0 CL (dare 07/19/99 scale AS NOTED [ design by l V 1K drawn by MC (checked by� ` VMJ drawing no. 99 -097 sheet 2of4 j SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 W000 STUDS @I 24" O.C. MAX. SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION 'TYPE 2. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1• EXISTING CONCRETE HOLLOW BLOCK OR "WOOD FRAMING ANGLE TO WALL DETAIL 5/8 MAX. r 1- . 1- 0 2 W J 1 W 2 4 a X E ®CONT. 1 "x4 "x.125 "OR 2" x 4" x .125" AL. TUBE OR 2" x 6" P.T. W000 W/ 1/4-0 LAG SCREWS @ 12" O.C. W/ 1 - 1/2" EMBEDMENT FOR CONNECTION WITH'STUO ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION A K SCALE : 3" = 1' -O" *14 S.M.S. 10" O.C. 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW 0 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS NOTE: USE OF THIS DETAIL IS UMITED TO �- 72 PSF. WALL MOUNT SECTION (BOTTOM) PANEL TO ANGLE DETAIL 1/4 MAX. 1/4 -20 MACHINE BOLT L WINGNUT 0 ((0 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) 1/4 -20 MACHINE BOLT L WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) SEE MIN. ® SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR 000R ©CONT. W CO GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 SCALE : 3" = 1' - 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 3' (DIRECT MOUNT) 5/0" MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 2 4 0. X 1/4 -20 MACHINE BOLT E t WINGIIUT 90 @fi 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE3• B O CEILING /INSIDE MOUNT SECTION SCALE : 3" = V -0" REMOVABLE FASTENER @I 6 -1/4" O.C. MAX. FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2" O.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1 •. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER ©. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4 MAX. S 2 W 1/4 "0 ELCO MALE WITH WASHEREO WINGNUT (4 6 -1/4" O.C. MAX. FOR SYSTEMS 1 OR 2 ANO (to 12 -1/2" O.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' WALL MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FROM GLASS SCHEDULE (TABLE 21 5 /e" MAX. EMBED SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 FASTENER, SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •TYPE 1 • i2" OPTIONAL LEG DIRECTION HAM 11 \11 1�1� 111 OR1 "x4 "x.125" AL. TUBE (OPTIONAL) 0 F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" NOTE : USE OF THIS DETAIL IS LIMITED TO x PSF. 1/4 -20 MACHINE BOLT L WINGNUT (m 12" O.C. TYP. TOP L BOTTOM O2 OR 0 t /2" FOR COMPONENT 2 AND 3/4" F R MPONENT@) 1/4" MAX. 1/4 -20 MACHINE BOLT L WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' • © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" THREE 1/4 "0 WOOD SCREWS W/ 2" MIN. EMBEOMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24" 0.C. MAX.I 2 x W000 JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES @ 10" 0.C. MAX. —'- 1/4" MAX. PRODUCT RENEWED as complying with the Florida Balding iteeeptasee Code No02 - 0a 26.07 Expiration Date Division M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or.material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is.approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter v APPROVAL DOCUMENT: Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 0826.07 Expiration Date: 01/04/2008 " Approval Date: 09/19/2002 Page 1 I ANCHOR SCHEDULE F ASTENER' MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w 0 Cr Z F = - • F-'U w II • 0 . . ANCHOR TYPE LOAD ( PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE • MIN. 3" EDGE DISTANCE SPANS UP TO 5• (SEE NOTE 1) SPANS UP TO 8' -7•• (SEE NOTE 1) SPANS UP TO 11. -0" (SEE NOTE 1) SPANS UP TO 5• -6•• (SEE NOTE 1) SPANS UP TC 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 . w w lip"` � Z 0 Z 0 • vi 0 0 0 _ c'r) Z 11 48 12.5 12.5 12.5 12.5 9 8 12.5 S 6.25 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 1/4"4 il1111111H11111111111111111111111D� 6 2 12.5 12.5 10 12.5 5 6.25 12.5 3 5 12.5 12.5 12.5 12.5 7 10 12.5 '4 8 ITW TAPCON W/ 72 12.5 10 9 12.5 4 5 12 3 4. 12.5 12.5 12.5 12.5 5 9 12.5 3 7 1 -1/2" MIN. EMBEDMENT . 92 • 12.5 6.25 7 12 3 4 9 4 3 12.5 7 11' 12.5 . 3 7 12 5 230 8 3 . 8 ' 4 3 8 .3 10 4 107 ice` 4 4 104 4 ,.,,m, "` ° °,,, "° 1/4 "4 ELCO MALE/ FEMALE "PANELMATE'• W/ 1 -1/4 MIN. EMBEDMENT • WITH 1/4 - 20 MACHINE SCREW OR. WINGNUT 48 • 12.5 12.S 11 12.5 6 7 12 5 12.5 12.5 12.5 12.5 6.25 8 12.5 6.25 62 12.5 10 8 12 3 5 9 4 4 12.510 10 12 3 6.25 9 4 5 72 12.5 .7 7 10 4 4 8 3 12.5 7 8 10 3 5 8 A 4 92 12.5 4 6 8 / 3 6.25 4 A112.5 r araillIMMINEEI r ear 12.5 4 12.5 6.25 12.5 8 12.5 4 12.5 4 12.5 6.25a 12.5 3 12.5 230 5 i i S ii 5 * 1 I7i/ i) 4 8 12.5 12.5 12.5 10 12.5 8 8 62 12.5 12.5 12.5 8 12.5 5 6.25 12.5 12.5 12.5 12.5 9 12.5 12.5 10 1/4"4 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS . STEEL MACHINE SCREW. 72. 12.5 11 12:5 • 7 12.5 4 5 12.5 12.5 12.5 12.5 7 11 12.5 9 92 12.5 : 8 12.5 5 12.5 '3 4 12:5 10 12.5 12.5 5 8 125 7 230 11 3 11 3 11. 3 12.5 3 6 12.5 3 6 12.5 6 48 6.25 • 6.25 6.25. 6.25 6.25 4 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 • 6.25 6.25 6.25 6.25 4 5 6.25 6.25 6.25 6.25 4 6.25 6.25 4 6 0 J L . 1/4 "4 POWERS ZAMAC NAIL - IN EMBEDMENT • 72 6.25 • 6.25 6.25 5 6.25E 4 6.25 6.25 6.25 6.25 3 6.25 6.25( 5 9 2 6.25 6.256.25 4 4 6.25 A 3 6.25 4 6.25 6.25 5 6.25 A 4 230 5 r re 5 it 5r' 6 //, 3 6 3 6 • . HOLLOW CONCRETE BLOCK 4 8 12.5 9 7 12.5 12.5 10 11 6.25 9 5 - i 111 11111111111111111111111111111 ■� 62 11 7 5 12.5 8 8 9 5 ' 7 4 72 10 6.25 5 �/ 12 5 7. 7 / . 4 6 A 3 1/4"4 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 92 7 , i 3 5 / i% 4 �/ 9 3 5 6 r 3 4 ' 230 3 � I 4 i 3 ii 3 f 'UWOAN 'Mir / em Illmw, * U „ur,,,,,m,,,,> �' -] 1/4"4 ELCO MALE/ FEMALE "PANEL E" W/ WITH 1/4 EMBED MACHINE MENT W W 1/4 SCREW OR WINGNUT 48 12.5 12.5 ' 11 12.5 7 12 12.5 12.5 12.5 12.5 8 12.5 F6,25 5 4 6 2 12.5 10 8 12 5 9 4 12.5 10 10 12 6.25 9 72 12.5 7 7 10 / 4 8 12.5 7 8 10 5 8' 92 12.5 4 6 8 / 3 6.25 A ' 12.5 4 6.25 8 ' 4 6.25 / 3 230 5 / 5 V/ 5 r a r ffilalWalel %fi r' 9 112.5 '7 'I���■�` 48 12.5 12.5 9 12.5 6 10 12.512.512.512. - • ' 62 12.5 9 . 7 10 4 8 12.5 11 11 12.. 7 10 S 1/4"4 POWERS CALK -IN & 7/8" STAINLESS T • & 1/4-20 SINLES STEEL MACHINE SCREW 72 12.5 6 6.25 9 4 7 12.5 7 9 11 6 8 1 4 92 11 3 5 7 3' 5 04 ' 12.5 4 7 8 ' 4 7 /' 3 230 4 i/ / 4 r. 4 ra . 3 5 3 48 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.25 3 6 62 6.25 6.25 6.25 6.25 d 5 6.25 4 6.25 6.25 6.25 6.25 6 6.25 4 0 X 1/4 m POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN.. EMBEDMENT 62 6. 5 6.25 6.254 4 6 A 3 6.25 5 6.25 6.25 A 5 • 6.25 4. 72 6.25 3 5 5 3 4 M 6 , 2 S 3 6 . 2 5 6 . 2 5 4 5 A 3 230 4 r re 4 � 4 om ' . /iii FASTENER ANCHOR SCHEDULE DESIGN LOADS AND SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE' LOAD 0 P SF MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 5•-6" (SEE NOTE 1) SPANS UP TO 8•-7" (SEE NOTE 1) SPANS UP T o 11' - 0" (SEE NOTE 1) CONNECTION • TYPE CONNECTION TYPE CONNECTION TYPE • 1 2 3 1 2 3 1 2 3 000M 1 -5/8 48 11 11 11 11 11 7 11 8 5 fr 1A111MA> 62 11 11 8 11 7 5 11 5 4 1/4 "4 w000 LAG W/ 1 -3/4" MIN. THREAD SHEAR HEAR PARALLEL WOD GRAIN TO 72 11 11 7 11 6 4 11 4 . 3 92 11 8 6 11 4 3 11 3 A. 230 11 / e r 11 3 -1/2 3 -1/2 1 -1/4 2 -1/8 11 3 r Isar 48 6.25 • 3 • 6.25 3 6.25 6 2 6.25 • 6.25 6.25 / S /16 "as O.D. BRASS W000 BUSHING W/ 1/4 -20 SIDEWA! K BOLT (3/4"o MI. EMBEHEAD) EN W/ 1" MIN. CIMEN T 72 6.25 6.25( 6 r 92 6.25 6 4 ' 4 / A, 230 4 r 4 ice` 4 /I Q CO J.W MIN. SEPARATION FROM GLASS SCHEDULE ' . POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL L LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN._ SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 . SYSTEM 3 MIDSPAN TUBE • MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5 - 7 2 -1/4 2 -3/8 3 -1/2 1 =1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 ' 3 -1/2 1 -3/4 11 -0 3 3 N/A 2 -7/8 50.0 5 -.7 - 8 S - 8 . 2 -1/4 2-1/4 2 -3/8 2 -3/8 3 3 -1/2 3-1/2 - - -- . 3 -1/2 1 -1/4 -- - - -- 1 -7/8 1 -7/8 3 10 - 6 3 3 - N/ A 3 • 60.0 5 - 7 2 -1/4 2 -3/8 3 -1/•2 1 -1/4 8- 5 .' 2 -1/4 . 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 . 70.0 5- 7 8- 5 . 2 -1/4 2 -1/4 2 -3/8 2 -3/8 3 -1/2 3 -1/2 1 -1/4 2 -1/8 8- 8 3 3. 3 -1/2 2 -1/4 9- 9 3 3 • N/ A 3 N 0" 0 • N Cn 0 N. Ca 0 Cn rn / 03 I r • rn 0 Cn rn 0 w� J Cn Cn '0 v 0 • • 0 0 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATI.VE DESIGN LOAD ON SHUTTER AND SELECT SPAN•GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. . 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF • STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. '8:= MA£HINE SCREWS' SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF.THREADS IN. BASE ANCHOR AND MAY,HAVE•EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEW.ALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE 9 ' NOT ACCEPTABLE USES. N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED as complying With the Florida Betiding Code , o $ 2 6 • o7 Acceptance No 0 _ Espies • Date() By 1 '.arr. Miami Division N m 0 • I. • v E a o o • m m m O ° • 8 • • n A m m z - 0 0 W NQ Zd >2 <0 0I-"• Qw O N yy) z N v 0 a e se u W z 0 0 0 � 0 VJ. KNEZEVICH PROFESSIONAL INEER R Ucense '10983 c 0 w (scale AS NOTED design by V JK [date 07/19/991 drawn by MC (checked by) t VJKJ drawing. no. '99 -097 sheet 4 of 4 1 07/31/02 15: ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN'IN TABLE 1, SHEET 3. Print Information: N 0 0 N O 0 C7 0' Nj 0 0) m 0 01 O CO N I d N- O) 0 CJ1 E 0 N lL 01 01 1 0 . 0 0 0 0 U EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1' GLASS OR 000R SEE MIN. SEPARATION GLASS- SCHEDULE (TABLE 21 °CONT. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 07/31/02 15:35 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK Sa CONT. O ALT. BUILD -OUT G . MOUNT SECTION SCALE : 3•' = 1' - 0" ALUM. OR GALV. STEEL SPACERS AS REQ•D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 ' SCALE : 3 = 1 -0" EXISTING CONCRETE HOLLOW BLOCK OR . W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1 ' 1/4 -20 MACHINE BOLT L NUT @ 12" O.C. (TYP. TOP L BOTTOM) QUAL 1 /4" MAX. x 0 z Z J J' 0. 0. E W • 0 0 LIJ x w • J cc z a 1 0 tu I- N N 1/4 -20 MACHINE BOLT L WINGNUTQ9 (0 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT L WINGNUT 0 @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TYP. TOP 2. BOTTOM EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN • SEE MIN. }SEPARATION FROM I ( uI � GLASS SCHEDULE (TABLE 2) ALUM. OR GALV. STEEL SPACERS AS REQ'D 0 FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION ' TYPE 1 • O J ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR S CONNECTION' TYPE 1' CHEDULE, REFERENCE ( AX SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" 1' -0" • "F" TRACK CONNECTION TO ..„, di• I: I IBEO WIRE LATH M BE USED AS TYPICAL REINFORCEMENT OVER LEG OF ..F.. TRACK I i 1 NEW STRUCTURE DETAIL SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT (B 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH•CORRESPONOING TO STUDS SPACING (SEE TABLE 1) 1/4 -20 MAC INE BOLT ' L WINGNUT() (al 6 -1 /4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 ANGLE MAY VARY IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) ALT. CORNER DETAIL SCALE : 3" = 1 -0" EQ. 0 2 - x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE 1/4 -20 STUD' 13 -1/2" 12 -1/2" 6 -1/4" • 6 -1/4 A INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2'• = '1' -0" 1/4 -20 S.S. BOLTS L WINGNUT5® (el MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. (TYP) • OPTIONAL HANDLE LOCATION EQ. 3/8 "m HOLE FOR FASTENING PANEL 6" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 701 -1/2" x 1 -1/2" AL. STUD ANGLE 3/4" 1/6 1 -1/2" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 "m POWERS CALK -IN W/ 7/8" MIN. EMBEO. IN CONC. @ 3" O.C. OR 1/4 "4• POWERS STEEL DROP -IN W/ 1" MIN. EMBED. 114 CONCRETE Cal 3" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS LIMITED TO -}72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2 = 1' -0" PRODUCT RENEWED as coatplyidg with the Florida BuIdb g Code . Acceptance No OZ.- O $ Expiratioa Date.. ITV o 8 By • Miami rod01y Courtrai Division • LJ z z Z LAJ F-� Qa Ua 0, N N In K Q z = W V 0 z >- w 1- N o W�^ Z O U w W N Z Q >2 <0 (J W O r'4 {scale ( AS NOTED ( design by • VJK z v x U W z 0 0 VJ. KNEZEVICH PROFESSIONAL ENGINEER R. Ucelve • "10963 iooi 2002 date 07/19/99 drawn by MC • { checked Dy{ l VJK) drawing no. 99 -097 sheet 3 of 4 j SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH PANEL SCHEDULE STORM PANEL SCHEDULE L CO -.I W r • SYSTEM 1 SYSTEM 2 SYSTEM 3 • NEGATIVE DESIGN LOAD (W) (P.S.F.) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR • "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS O 6 -1/4" O.C. OR. DIRECT MOUNTS WITH ANCHORS (a1 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS. SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS ® 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS ® -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS [al 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS ® 12-1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. • PANEL LENGTH (FT. - IN.) MAX. PANEL • LENGTH. (FT. - IN.) 11 -0 11 -0 . .8 -8 • ^ 30.0 40.0 11 -0 • 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 70.0 10 -1 9 -8 . ' 10 -1 9 -9 8 -8 8 -8. 30.0 8 -7 9 -5 8 -1 90.0 100.0 • 7 -8 . . 6 - 10 9 -1 8 -9 7 - 2 6 - 6 110.0 6 -3 8 -.4 5 -10 120.0 5 -9 7 -11 5 -5 130.0 5 -'3 7 -8 5 -0 140.0 150.0 4 -11 4 -7 7 -4 7 -1 .4 - 4 -3 160.0 • 4 -3 6 -11 4 -0 170.0 180.0 4 -0 - • 3 -10 6 =8 - • 6 -6 • . 3 -9 - 3 -7 190.0 3 -7 6 -3 3 -5 •200.0 3 -5 5 -11 3 -3 210.0 • 3- 3 5- 8 3- 1 220.0 230.0 3 - 3 - _ 5 -5 5 -2 2 -11 2 -9 N 0 0 N O 0 C7 0' Nj 0 0) m 0 01 O CO N I d N- O) 0 CJ1 E 0 N lL 01 01 1 0 . 0 0 0 0 U EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1' GLASS OR 000R SEE MIN. SEPARATION GLASS- SCHEDULE (TABLE 21 °CONT. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 07/31/02 15:35 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK Sa CONT. O ALT. BUILD -OUT G . MOUNT SECTION SCALE : 3•' = 1' - 0" ALUM. OR GALV. STEEL SPACERS AS REQ•D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 ' SCALE : 3 = 1 -0" EXISTING CONCRETE HOLLOW BLOCK OR . W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1 ' 1/4 -20 MACHINE BOLT L NUT @ 12" O.C. (TYP. TOP L BOTTOM) QUAL 1 /4" MAX. x 0 z Z J J' 0. 0. E W • 0 0 LIJ x w • J cc z a 1 0 tu I- N N 1/4 -20 MACHINE BOLT L WINGNUTQ9 (0 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT L WINGNUT 0 @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TYP. TOP 2. BOTTOM EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN • SEE MIN. }SEPARATION FROM I ( uI � GLASS SCHEDULE (TABLE 2) ALUM. OR GALV. STEEL SPACERS AS REQ'D 0 FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION ' TYPE 1 • O J ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR S CONNECTION' TYPE 1' CHEDULE, REFERENCE ( AX SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" 1' -0" • "F" TRACK CONNECTION TO ..„, di• I: I IBEO WIRE LATH M BE USED AS TYPICAL REINFORCEMENT OVER LEG OF ..F.. TRACK I i 1 NEW STRUCTURE DETAIL SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT (B 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH•CORRESPONOING TO STUDS SPACING (SEE TABLE 1) 1/4 -20 MAC INE BOLT ' L WINGNUT() (al 6 -1 /4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 ANGLE MAY VARY IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) ALT. CORNER DETAIL SCALE : 3" = 1 -0" EQ. 0 2 - x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE 1/4 -20 STUD' 13 -1/2" 12 -1/2" 6 -1/4" • 6 -1/4 A INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2'• = '1' -0" 1/4 -20 S.S. BOLTS L WINGNUT5® (el MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. (TYP) • OPTIONAL HANDLE LOCATION EQ. 3/8 "m HOLE FOR FASTENING PANEL 6" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 701 -1/2" x 1 -1/2" AL. STUD ANGLE 3/4" 1/6 1 -1/2" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 "m POWERS CALK -IN W/ 7/8" MIN. EMBEO. IN CONC. @ 3" O.C. OR 1/4 "4• POWERS STEEL DROP -IN W/ 1" MIN. EMBED. 114 CONCRETE Cal 3" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS LIMITED TO -}72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2 = 1' -0" PRODUCT RENEWED as coatplyidg with the Florida BuIdb g Code . Acceptance No OZ.- O $ Expiratioa Date.. ITV o 8 By • Miami rod01y Courtrai Division • LJ z z Z LAJ F-� Qa Ua 0, N N In K Q z = W V 0 z >- w 1- N o W�^ Z O U w W N Z Q >2 <0 (J W O r'4 {scale ( AS NOTED ( design by • VJK z v x U W z 0 0 VJ. KNEZEVICH PROFESSIONAL ENGINEER R. Ucelve • "10963 iooi 2002 date 07/19/99 drawn by MC • { checked Dy{ l VJK) drawing no. 99 -097 sheet 3 of 4 j SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH PANEL SCHEDULE a O lA r. ) I'M O rn O 01 Ol 01 01 0] i 01 rn 0 01 rn E' 0 N 01 01 0 0 0 U 0 O U / 0 0 E .250" . .325" - l 07/31/02 15:33 5.00" 1.50" 1 I I 1.50" 5.00" i PRODUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 12.50 COVERAGE i(•7093" TYP. • 1/4" S.S. STUD @ 6 - 1/4" 0.C. OR @ 12 -1/2" 0.C. (SEE DETAILS FOR SPACING' O STORM PANEL SCALE : 3" = 1' -0" 1 1.50 - 1 O "F" TRACK 7 STUDDED ANGLE O SCALE: 3" 1' -0"' $ SCALE : HALF SIZE • 14.50" .090 (TYP) .188" .085 WINGNUT SCALE : HALF SIZE GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF. ACCEPTANCE (NOA) BY MIAMI -DARE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE . ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS. WAS USED. IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA . ADMINISTRATIVE CODE. • 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. • 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND .SEALED BY'A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAIO DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "8•' SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL R = .0351 CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40; G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI . 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/1/4- 0 x ' BOLTS WITH DIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQYIIR NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION (0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED: WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. O "h" HEADER SCALE : 3" = 1' -0" 10 W 0' 1 - ZZ z u 0 N J N W W 0 Z Z 2 a E x J 0 < < F u F ct tn0o a W w > w > VI 1/4" MAX.. .. I c - - - 7 (1.00" SCALE : HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING M .O "h" HEADER SCALE : 3" = 1' -0" 3.500" STANDARD CHANNEL WIDTH UNLIMITED .(PERP. TO PANEL SPAN) SECTION 6 -1/4' (TYP) TYPICAL ELEVATION Division 16 GAGE GALV. STEEL GRADE 50 1.00" OPTIONAL LEG DIRECTION .r \s W 1/4" MAX. roduct Co tmi 0 TOP MOUNT 2 3 %(J PLAN VIEW VERLAP := A.STENERS (SEE PLAT. VIEW 1; NOTE 14) O 74 USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 L TYP' A ELEVATIONS 15 & 16 (TYP.) . PRODUCT RENEWED as complying with tine Florida Balding Code cr Acp(a.o No o 2- 0 ; 26 •o7 1. te o !7 4 �• 1 2.000" ,062" I' 1.813" "U" HEADER .SCALE : 3" = 1' -0" 5.00" OPTIONAL LEG . DIRECTION SCALE HALF SIZE 1 SOFFIT CHANNEL O ry SECTION : TOP MOUNT OR DIRECT MOUNT ' W = J ill 1 < 0 1- zZ N ZZ 0.< o y SEP A FR GLASS SEPARATION FROM GLASS Z Z ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ << '-- _ IS REQUIO. SEE 1 iI i I i II a a SCHEDULE., SHEET 4, AND ).- 1 F i O PLAN VIE.'./ b NOTE 14 . �� O u SHEET 1 �� 0 C Oj w N BOT7 "GM MOUNT BOTTOM MOUNT 4 07 MOUr1T 80 OR DIRECT s 6 - 1/4 ' (TYP' O7 O OR DIRECT COOR DIRECT N MOUNT I, " , L BOTTOM MOUNT 12 /2 (TYP) (SYSTEM 1) ATYPICAL ELEVATION. (SYSTEM 2) TYPICAL ELEVATION (SYSTEM 3) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. `-. OVERLAP FASTENERS OR REINFORCING TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM TOP 8 BOTTOM MOUNTS SHALL BE "F" MOUNTS SHALL BE "F" TRACK OR STUODEO ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS ® 6 - 1/4" O.C. ANGLES WITH STUOS @ 6 - 1/4" 0.C: OR DIRECT MOUNTS, WITH ANCHORS @ 6 - 1/4" O.C. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O 1 -3/4" OVERLAP MIN. L @U. GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" O.f.'FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW SCALE: 1 -1/2" = 1•-0" 16 GAGE GALV. 'STEEL 2 ". 3 ". 4" OR 5" ANGLE SCALE : 3" = WIDTH UNLIMITED (PERP.TO PANEL SPAN) 0 0 N � GALV 55555514 GAGE . STEEL 5.00" MAX. CLOSURE SCALE 3 "= V -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING MIN. .125" 6063 -T6 ALUMINUM 5" MAX. ANGLE SCALE : 3" = 1• -0" USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 11. L TYP' AL. ELEVATIONS OS S 16 (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR W0013 FRAMING SCALE : HALF SIZE . OUSE 1" x 1" x•16 GA STEEL .TUBE WHERE APPLICABLE SEE NOTE 14 8 TYP' AL ELEVATIONS ©5 b 16 • (TYP.1 FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER.THAN 100 PSF. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR' .093" TYP. 1.50" 1 ANGLE MOM O date 07/19/99] scale AS NOTED design by VD( drawn by MC (checked by� . VJK drawing no. 99 -097 r sheet 1 of 4 1 SCALE : 3" = t' -0" GALV. STEEL GRADE 50 OR ALUM. t = MIN. 085• KEYHOLE WASHER WIOTH UNLIMIT.ED (PERP. TO PANEL SPAN) SECTIONax -- la 6 OVERLAP FASTENERS TYP. (SEE NOTE # 14 O 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO_ ' 2 "x5 "MAX. 1 1 D16 GA. STEEL TUBE SCALE : 3" = V -0" MOUNT TUBE REQUIRED. ./ NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TRACK OR STUDDED TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2" O.C. 1/4 -20 x 3 -1/2 BOLT WITH WASHEREO WINGNUTS @ 12 -1/2•' 0.C. (TYP) N O 0 M1 n 0 O E 0 SEE MIN. SEPARATIO FROM GLASS •SCHEDULE (TABLE 2) GLASS • • OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) a11�uu��w:,a1ul��la�caau� n nBEDME�! GLASS OR DOOR 07/31/02 1 5: 34 WOOD STUDS @' 115/8" 24" O.C. MAX. • MAX. SCALE 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPEV EXISTING CONCRETE HOLLOW BLOCK OR • "WOOD FRAMING • ANGLE TO WALL DETAIL . • WALL MOUNT SECTION SCALE : 3" = 1' -0" #14 S.M.S. @ 10" O.C. 2 - 1 /4"o x 4 -1/2" S.S. LAG SCREW (SI 24" O.C. MAX.. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1" x 4" x .125" OR 2" x 4" x .125" AL. TUBE OR 2•' x 6" P.T. WOOD WI 1/4 "m LAG SCREWS @ 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION • WITH•STUD ANGLE • • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SECTION (BOTTOM) PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT b WINGNUT 90 @ 6 -1/4" O:C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.)' 1/4 -20 MACHINE BOLT & WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) • SEE MIN. SEPARATION' FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. GLASS OR DOOR • SEE MIN. SEPARATION FROM GLASS ' SCHEDULE (TABLE 21 m FASTENER. SEE ANCHOR SCHEOULE, REFERENCE CONNECTION 'TYPE 3 ' 5/8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING S )-- u Z J 2: a X 1/4 -20 MACHINE BOLT E b WINGNUT 90 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) -4- EXISTING CONCRETE HOLLOW BLOCK OR DIST./ WOOD FRAMING' • FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3• CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1• -0" SCALE : 3" = 1' -0" 1/4" MAX. • REMOVABLE FASTENER @ 6 -1/4" O.C. MAX. FOR SYSTEMS I OR 2 AND @ 12 -1/2" O.C. MAX. FOR SYSTEM 3, BUT DO NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1'. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER ©. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER (DIRECT MOUNT) WALL MOUNT SECTION 5/8" J MAX. J O W x N J U 2 . 0. F 1/4"o ELCO MALE WITH WASHERED WINGNUT @ 6 -1/4" O.C. MAX. FOR SYSTEMS 1 OR 2 AND@ 12 -1/2 O.C. MAX. FOR SYSTEM 3. BUT DO NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING TYP.) SEE MIN. SEPARATION FROM • GLASS OR DOOR EXISTING CONCRETE _ 'HOLLOW BLOCK OR WOOD FRAMING 5 /B" MAX. EMBED FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION •TYPE 1 • /B" TYP. 7 \ 4 I I } OPTIONAL LEG DIRECTION FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1' FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE BOLT S. WINGNUT @ 12" 0.C.. TYP. TOP b BOTTOM Q2 OR / 11/2 • BUILD -OUT MOUNT SECTION 'SCALE : 3" = 1-0 ". 0 NOTE : USE OF THIS DETAIL IS LIMITED TO - !'72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0'• /4" FOR COMPO 2 ANO 3 /1." F R OMPONENTQ3 • 1/4" MAX. • ENT 1/4 -20 MACHINE BOLT b WINGNUT 90 @ 6 -1/4" O.C. OR . 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF THREE 1/4"0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24 O.C. MAX.) 2 x WOOD JOIST, TRUSS OR RAFTER #12'SMS BETWEEN TRUSSES @ 10" O.C. MAX. —1/4" MAX. PRODUCT RENEWED es complying with the Florida Bsidiag Code Acceptance No OZ- 0 : 16.0 Expiration Date BY Miami Division Control •43 •r t/1 V F— < ° — 0 L)a O • Vice Q Ca— ts W 2 2 W V 0 W Ln N > Z Z 0 [date 01/19/99 1 scale AS NOTED [design by VJK drawn by MC (checked b t VJKJ drawing nu. 99 -097 sheet 2 of 4 3