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WS-12-808Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175825 Permit Number: WS -5 -12 -808 Scheduled Inspection Date: September 06, 2012 Inspector: Bruhn, Norman Owner: VEJDANI, RAMIN & BETHANEY Job Address: 665 NE 97 Street Miami Shores, FL Project <NONE> Contractor: ATLANTIC SHUTTERS, INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305/758 -9375 Parcel Number 1132060171910 Phone: 305 - 945 -7277 Building Department Comments INSTALL STORM PANELS ON TWO OPENINGS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 173191. Install panels for final. NB September 05, 2012 For Inspections please call: (305)762 -4949 Page 10 of 26 1�(J �LDING" ) Miami Shores Village I MAY,07212 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION Oro Permit Type (circle): Roofing Owner's Name (Fee Simple ° Titleholder) gA(►n'∎ n u J N a rk 1 Phone # 3b � gN, (i Owner's Address 6 (o s 11 F \ S A-RQ,P A-- • Master Permit No. City SAWN; YLOA -S State (_ Tenant/Lessee Name Zip 53 ►3g Phone # Job Address (where the work is being done) (. (0 J n E Crl s+ >t City Miami Shores Village County Miami -Dade Zip 8Z t .b FOLIO / PARCEL # 1 t 3a0 co Dk t 1R1 0 Is Building Historically Designated YES NO Contractor's Company Name 414- Yon.-t1 C. ,Skt ttp.(LS C- Phone # o4-9 Contractor's Address \ E k S 3 54--- 44.-r1 City (• 6 Ch. State L Zip 3 3 Ics Z.�. Qualifier Name U \ keralk Lrit Phone #' State Certificate or Registration No. C6C \ zS ' t b Z Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ i a st. © Linear Footage Of Work: ? Type of Work: ❑Addition Describe Work: T a atr� Q U S o K a GealtitS Alteration ['New ❑ Repair/Replace ❑ Demolition r******* * * * * * * * * * *it it* * * * * * ** * ** * * * * ** ** Fees*,,*,**,***** * *, * * * ** * * * * * * * * ** * * * * * * ** * * ** //( °' Submittal Fee $ Notary $ Scanning $ Permit Fee $ CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 01 Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 reinspe io fee will be charged Signature Owner -or Agent The foregoing instrument was acknowledged before me this Icg • day of Noe, , 20 ' L , by F}MA A (f pJ 4.) (.% r Contractor The foregoing instrument was acknowledged before me this t% day offt pelL ,20tZ,by\4p (If n RPyt,tail who is personally known to me or who has produced ,� who is personally known to me or who has produced .1 ''-n ci As identification and who did take a , NOTARY PUBLIC: iftmo �" NOTARY PUBLIC: Sign: / ! a..>� .� Sign: Print: VU 1 9 Walk. P- $.2 (1 k--1 3 � o ,^` Print: My Commission Expires: to 2, q if 2, Q„f ': as identification and who did take an o� a� oo o, n1U ft & /s /(,•s My Expires: 1D a ,.``,,, �� M Commission Ex ires: ��� } * * * * * * * * * * * * * * * * * * ** * * ** * * * * ** '.,.,:�y sr APPLICATION APPROVED BY: .,1 =�.1 Plans Examiner Engineer Zoning (Revised 07/10/07) r CUSTOMER # a` A"1 L \ 1 CUSTOMER CUSTOMER NAME if CL":‘ C- A D D R E S S . ( ) ‘ r t - s MEAN ROOF HEIGHT:. _ /a- PRODUCT: 1111-141,-S PEAK 'R* 9F'HEIGHT-. BUILDING WIDTH: c. LENGTH: WINDOW HEIGHT ABOVE GRADE: 11111■111111111111111111111111111111111111111111111111111111111111111111®111111 11r111111r1111111�r�1111r11�11�r11111�11�11�11� 1111111 1111111111111111111111M1111111111/111111111MININNMINIIIIMINI 11111111111211111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111PME 1111111111111i 11 11111 111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111110111111111111111111111111111111111111111111111111111111111111111111111111 ■» 1111�1r555511M55551155111U555115555 ssr 11sasssas5551115I55aa5551111'a5 ssss11ssss11asa 'rasIsaasass•11ssss 1111111111111111111011111111111111111111111111111111111111111111111111111111111 11sssi11111 1111111sssssss 11111111111111111111111 1111111111121111111111101111111111MINIMMINIMMINNIMININI ■11111111i11®1111 111111111 1 ' MIMM 1EM 1IMIMI I ,i�1111111ssa . 11Iss1111■N1111i 11111�ii111111s11 ■5I55E1 1 g 31111111111111111111111111111111111M111111111111 IIIIINNIIININIMMINIIIIINIINIINIIIIIIIMIMINUIIINIIIIIIIINI a»i1111111i1111a1111ss,ss''sa111ME M '5151 usa11s1111111111 11ssssIIssssa115111si11sss 111111111111111111111111111■r 11111111111111a11asssasss Miami Shores Building Department 1 Product Ap i royal Schedule / Comparison Chart Address: (96S RC- Q'$ S-ERe' Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Yes / No Mullion Required Yes / No impact Yes / No ID or Door or Mullion Number Iliaign Pressure ( +) PSF ( -) PSF Pressure ( +) PSF ( -) PSF Size l f XB 1 aI ,®Seif4uw‘ 10.0222.03 •d — 6 - hS.I S, cS ll___+ Pr2is , /, n a r • a AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 04 -19 -2012 HAT ‘. CUSTOMER :ATLANTIC SHUTTERS PROJECT :VEJDANI - (TT srete' 4.41Ai,41 ��1a��Cr�, .FL '313a WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 175 MPH RISK CATEGORY FCT. I : 2 (Table 1.5 -1, p2) EXPOSURE CATEGORY : D ( Sct. 26.7.3, p251) MEAN ROOF ELEVATION H : 12 FT. TRIBUTARY LOAD AREA A : 10 FT-2 Kh = 1.03 Kd = 0.85 Kzt= 1.0 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"2 = 68.64 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FBC 1609.1.5) ZONE 4 = + 48.6 PSF ZONE 5 = + 48.6 PSF - 52.7 PSF - 65.1 PSF 17.111.11NALI JiW1 Steel Corporation USA Number: l aRq SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official: Attn: Building Official We are Dade county Notice of Acceptance Holder for the .050 Aluminum Storm Panel under number 10- 0222.03. I This letter authorizes \fAn4ic cktatts Xrit ..to use our .050 Aluminum Storm Panels for the following jobs(s): V423 ahc ko q A M IAvv t slebutt -.5 3 131 MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) J M Steel Corporation 1050 North Steel Circle Huger, SC 294500 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 www.miamidade.aov 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 10 -103, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated February 04, 2010, signed and sealed by V. J. Knezevich, P.E., on February 04, 2010, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and the 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 revises & renews NOA # 05- 1006.04 and consists of this page 1, evidence submitted pages E-1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. NOA No. 10-0222.03 Expiration Date: 03/31/2015 01/Z4/2.0 /o Approval Date: 03/24/2010 Page 1 J M Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 1221.04 A. DRAWINGS 1. Drawing No. 04 -323, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated December 16, 2004, last revision #1 dated March 02, 2005, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.050" Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04 -016 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kurt, P.E. C. CALCULATIONS 1. - -0.050" Aluminum Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -1191 dated October 26, 2004 for 0.050 "Aluminum Storm Panel, tested per ASTM E8-93, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1006.04 A. DRAWINGS 1. Drawing No. 06-323, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. 0.050 " Aluminum Storm Panels Calculations, Sheets 1 through 4 of 4, by The Thornton- Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. J. Knezevich, P.E. E-1 erlmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10-0222.03 Expiration Date: 03/31/2015 Approval Date: 03/24/2010 J M Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 10 -103, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated February 04, 2010, signed and sealed by V. J. Knezevich, P.E., on February 04, 2010. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E.2 aker, P.E elmy A. M . „ ., M.S. Senior Product Control Examiner NOA No. 10-0222.03 Expiration Date: 03/31/2015 Approval Date: 03/24/2010 LABEL LOCATION 2.00" 2.00" 2.00" 1.05" (TYP.) 1.00" 1.05" MIN. (TYP.) 1.00 ' 062" 2.250" 060 "3.00" MAX. 2.250" 0 0 090" SEE NOTE No. 10 14.25" 9 SEE NOTE No. 10 6.000" COVERAGE 8.332" 0 N 2.250" 1/4 -20 MACHINE SCREW P12" O.C.(STUD DIRECTION MAY E REVERSED) o .125" TYP. N 057" .092" 0+070" /4 -20 MACHINE SCREW (B12" O.C.(STUD DIRECTION MAY BE REVERSED) 0 0 .090" TYP. N N N STORM PANEL SCALE : 3" = 1' -0' 0 0 N .125" TYP. 0 '.0 I1.00" MIN. J 5.00" MAX. OANGLE SCALE : 3" = 1' -0" 3.385" MAX. .090" (TYP. .177" is HALF STORM PANEL SCALE : 3" = 1' -0" .376" .190" 2.000" 375" "U" HEADER O BUILD -OUT "U" HEADER 2 000" SCALE 3" 1'-0" .377" MAX. .749" MAX. .188" - .290" - .648" 452" 655" .376" .190' 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD .440" .452" 655" 320" 3750" BUILD -OUT F -TRACK SCALE : HALF SIZE 50" '.0 0.090" (TYP.) .250" OSTUD ANGLE SCALE : 3" = 1' -0" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. FASTENER [al 12" O.C. DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (m 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) co " MAX 0 0 .090" MIN. TYP. 2.00" O"P' TRACK 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 (NOM BY ZONE (HVHZ) OF THPRODUCT LICBUILDING CODE 2007 THE IH 2009 VELOCITY HURRICANE 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL 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 C)OE 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. BUG FICLIELETENE OF HE FONG PIODOCUMENTS, THE BUILDING THE SITE T THESE I APPROVAL A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENGINEER DR REGISTERED ARCHITECT, WHICH DETAIL PRODUCT IENGINEEREFORTREVIEW 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 "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE PLACED ON OUTSIDE OF STORM PANEL WITH AT LEAST ONE MARKING EVERY 3 FEET AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: ]M STEEL CORPORATION HUGER SOUTH CAROLINA TAS`201, 202 & 203 MIME-DADE NOA NUMBER 10. STORM PANELS SHALL BE 3004 -H34 ALUMINUM ALLOY, WITH THE FOLLOWING MIN. THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.050" MIN Fy = 25.0 K.S.I. 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., 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. OBF-TRACK SCALE : HALF SIZE WING NUT SCALE: HALF [LEG DIRECTION IS OPTIONAL lU "F" ANGLE - TRACK SCALE : HALF SIZE SIDE MOUNT PLAN VIEW V ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL (PLAN) SCALE: 1 -1/2" = 1' -0" OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE ( 0 CLOSURE ANGLE REQ'D) 1/4" MAX. Lmax., SEE STORM PANEL SPAN ICAL HORIZONTAL ELEVATION :1/4 " =1' -0" w J H w J 0 w I u I) z a N TH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS TOP MOUNT .3125 "0 ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' -0" 0 w z w EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (b 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) (PLAN) PLAN VIEW V .375' 1.375 MAX. /4„ M 1/4 MAX. 5.'0 HOLE (NOT T0€ USED WITH COM /P.ONENTS 2, & 3a) .3125 "0 lir EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1.375 \`75 "0 KEY HOLE SLOT TYPE 1 2 "1, (TYP.) WALL MOUNT CLOSURE DETAIL (PLAN) SCALE: 1 -1/2" = 1' -0" HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) PRODUCT REVISED as complying with the Florida Bnildin'g Code Acceptance No 0- 02.21.03 Sfcplration I "• 2.0 )5- ICAL VERTICAL ELEVATIO LE: 1/4 " =1' -0" 0.050" ALUMINUM STORM PANEL 0 g ammhy ,vie VAC AS NOTED date 02/04/2010 dwalag m 10-103 sheet 1 of 5 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN C4 CONNECTION REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 3/8" M EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION -• ASS T CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT SECTION SCALE: 3" = 1' 0" DETAIL( E ( "PASS OR THRU" SCHEDULE SEC.) FASTENER TYPE -- WOOD CONC. BLOCK 7 IIIIMML1N11111111 umr--- 1/4 "0 ITW TAPCON WITH 1 -3/4" MIN. EMBEDMENT AND 2-1/2" MINIMUM EDGE DISTANCE 12" 4" N/A 7 ll.11.ililiiilili usIV iUM1r--- 1/4 "0 ELCO ULTRACON W/ 1 -1/2" MIN. EMBED. IN CONC. OR 1 -1/4" EMBED. IN BLOCK AND 2" MIN. EDGE DISTANCE 7" 4" N/A (rIbrOararfi> 5" 3" N/A 1/4"0 ITW MAXI SET TAPCON WITH 1 -1/4" MIN. EMBEDMENT AND 2" MINIMUM EDGE DISTANCE N/A N/A 12" 1 /4 "ox MIN. 2 -1/2" LONG WOOD LAG SCREW WITH MIN. 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN X XISTING GLAZIN —mac 1/2" MAX. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SEE MIN. SSTORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C3 CONNECTION TYPE EXISTING CONCRETE, REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR MAX. WOOD FRAMING SPACING (TYP. TOP AND BOTTOM SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 J U.1 Z a a CC 0 I- an w w U, X' m E J OPTIONAL LEG DIRECTION OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" XIS-MG GLAZING ro ®e NZ I W ZO u0 xX mQ EE LL vi 0 0 4 O J qX1/2" MAX. Q MA 1/4 "0 THRU BOLTS W/ LOCK NUT (al 12" 0.-Ev FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/8" SUM -. ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O E "PASS THRU" SECTION SCALE: 3" = 1' - 0" 3/8" MAX. 1/2" MAX. 4414 x 3/4" TEK SCRE @ 6" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT [a 6" O.C. EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 J w Z 4 0 H an - TABLE 1) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w J EXISTING y = GLAZING V7 x z mQ Ea J N SEE MIN. STORM PANEL SEPARATION FROM GLASS ABLE 2 FASTENER @ 6" O.C. OR (la 12" O.C. ,BUT DO EXCEED ANCHOR SCHEDULE SPACING. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FO PACING OT SPAN SCHEDULE - TABLE 1) C5 CONNECTION REFERENCE ANC SCHEDULE FOR MA SPACING n "F" TRA U SCALE: 3 EMBEDMENT 4# 2— DIRECT MOUNT SECTION 1- 1/2'1 -1/2" OCEILING SCALE: 3' - /-WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT -3/8" \-MAX. THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS (al 24" O.C. MAX. WITH 2 -1/4" EMBEDMENT INTO WOOD MEMBER 2"x5"x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT #14x 3/4" - TEK SCREW ' @9 "O.C. BETWEEN io TRUSSES Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN OCEILIN MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" ,SEE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 X m E J La./ CO I- r 1/2" PRODUCT REVISED as complying with the Flerida Building Code Acceptance No / 0- 02.2. 2 .o3 Expiration Date 0 fc/ 0/5" By I1Tami Division Control 0.050" ALUMINUM STORM PANEL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING b 1 "x 31:11 x 0.055" 6063 -T6 2 "x 3 "I ALUM. TUBE , TYP. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING -J w Z Q a CC 0 I- N w w in x m E -J 3/8" MAX. SPAN SCHEDULE b d I1 "x 2" x 0.055" 6063 -T6 2 "x 2 "I ALUM. TUBE , TYP. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING 1/4 -20 S.S. BOLT & BOLT & WINGNUT [a1 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x-2" x 1/8" 6063 -T LUM. ANGLE MAX. EXISTING BAY WINDOW 1" OVERLAP 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 GAGE.Si Et- B ENT - PLATE OR 2" x 2" -x 1/8" 6063 -T6 ALU BENT PLATE MAX. 1" OVERLAP O TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1-1/-2" = 1' -0" EXISTING GLAZING -- 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW TO PANEL Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1. -2. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 9OTYP. m EXISTING HOLLOW BLOCK 3/8 "0 HOLE FOR FASTENING PANEL (MAX. PANEL HEIGHT = 7' - 4" & MAX. DESIGN LOAD ±72.00 P.S.F.) 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (al 12" O.C. (CONNECTS TO ADJACENT PANEL) 1/2" MAX. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING.. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION J) OPTIONAL INTERIOR FASTENING DETAIL N.T.S. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL LEG DIRECTION 1/4 -20 x 3/4" HEX BOLT AND NUT @ 6" O.C. ISOMETRIC 2 -1/2" x 1 -1/4" WIDE NOTCHES ITYP. BOTH SIDES) J � W J Z Q Q a1- CY • I O • J Li) n w 0 W W In u u .� x Z E E J a to DETAILS O8O NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" PRODUCT REVISED as complying wtiEh die Florida Building Cade Acceptance No o - o 222. o3 Expiration Dee 0 c7/ Bll A. hdituni rnductCormol WIDTH UNLIMITED Division (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS, TOP MOUNT 1/2" MAX. Q9" MAX. BUILD -OUT MOUNT SECTION SCA -LE: 3" = 1' - 0" w J m Q I- i w -J a W I U In z Q a. to lI�V�IIi.E: ,a R .032" MAX. (TYP.) BOTTOM MOUNT _ _ TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" .100" TYP. 0.050" ALUMINUM STORM PANEL O I v •m7� KnezeviW, date 02/04/2010 10 -103 sheet 3 of 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR SCHEDULE ` FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS C7 �i7 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -B" (SEE NOTE 1) SPANS UP TO 12' -O" (SEE NOTE 1) SPANS UP TO 6' -O" (SEE NOTE 1) CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 liii00i 1/4 1 -3/4 MIN. 3,192 iiiiiiiiiiii►ii- "0 ITW BUILDEX W/ • MN� EMBEDMENT PS.L •NCRETE) 51.0 16 / .Ar 10 / J A A J. 6 4 ALA 12 416 5 16 16 16 15 16 16 16 12 10 16 16 15 6 7 64.0 5 /' �Ii//// 16 //� 16 12 ' 16 A�/�ffor 11 16 16 16 16 11 16 16 16 7 B 16 9 7 4 5 72.0 /��ij 16 11 /n,/z 4 AelfengaZaan> r� wi/mm 12 12 o 16 16 16 12 10 16' 16 13 6 7 16 8 6 4 5 84.0 //� / %i/ 8 //// m r 3 Agora 16 16 16 9 9 16 10 8 4 6 16 8 6 4 5 150.0 // ///Wilr 9 9 9 Aii N��/M r A; /i ra 16 8 6 4 5 16 8 6 4 5 16 8 6 4 5 * I ;iilli111R11111 IIl1l UO- 51.0 12 12 12 12 11 12 12 12 9 8 12 12 11 12 S 12 12 12 12 12 12 12 12 11 10 12 12 12 72.0 7 * <i.II1111111111111( 12 64.0 12 12 12 12 9 12 12 12 5 6 12 7 5 5 4 12 12 12 12 11 12 12 12 7 8 12 8 6 3 5 1/4 FEMALE 1 -3/4 & 1/4-20 SCRE "0 ELCO MALE/ "PANELMATE" /C MIN. EMBEDME T MACHI W WITH g -: �• 72.012 3 12 12 9 8 12 12 10 4 5 12 6 5 4 12 12 12 12 10 12 12 12 5 7 12 8 6 5 84.0 12 12 12 6 7 12 8 6 3 5 12 6 5 4 12 12 12 8 9 12 10 7 4 6 12 8 6 5 150.0 12 6 5 3 4 12 6 5 3 4 12 6 5 4 12 8 6 4 5 12 8 6 4 5 12 8 6 5 * 11\111��11�■ 1/4 °0 i SET ANCHOR EMBED. STEEL ,. ' , LL- POINTS SOL WITH 7/ b V4 -20 STAI , MACHINE -''EW ..:.•.�; ..NCREfE) ' ►_ 51.0 16 16 16 16 10 16 16 16 6 7 11 10 7 5 16 16 16 16 12 16 16 16 7 8 14 13 9 6 64.0 16 16 16 8 8 12 12 12 3 5 9 4. 3 4 16 16 16 11 10 16 16 16 4 6 11 5 4 5 72.E 16 16 16 6 7 11 9 7 4 9 4 3/ 3 16 16 16 6 8 14 12 8 3 6e 11 5 4 4 " SS 84.0 14 14 14 ; 6 9 5 4 '/I 4 9 4 3 A 3 16 16 16 5 7 12 6 5 3 5 11 5 4/ 4 150.0 9 4 3 3 9 4 3 3 9 4 3 3 �� 4 11 5 4 4 7 �i1111i1iiititit1i11iiii� 1/4 "0 ELCO 1 -1/2~ (MIN. 3,000 ULTRACON W/ MIN. EMBED. P.5.1. CONCRETE) 51.0 16 16 16 16 8 12 12 S 8 8 4 16 16 16 16 10 15 15 15 5 6 11 10 7 5 64.0 14 14 14 6 6 9 9 4 7 3 prr 3 16 16 16 8 8 12. 12 12 .3 5 8 4 3 1 0 4 3 72.0 12 12 12 5 5 8 7 ■ 3 6 3 �4 3 15 15 15 6 7 10 9 6 3 4 8 4 3 84.0 10 10 10 3 4 7 4 d 3 6 3 /0 /i 3 13 13 13 4 6 9 S 4 4 8 4 3 0 3 150.0 6 3 3 6 3 / 3 6 3 �� 3 8 4 3 � 3 8 4 3 3 8 4 3/ 3 4 ° l 1/4 TAPCON -, :;;._,.- T MIN. 51.0 16 16 16 16 13 16 16 - il 9 16 15 6 16 16 16 16 13 16 16 16 8 9 16 15 11 6 ol1tiIki► mr- 64.0 16 16 16 12 10 16 16 16 5 7 13 6 5 3 5 16 16 16 12 10 16 16 16 7 13 6 5 3 5 "0 ITW MAXI S: WITH EN E MBEDMEN .:N«• (2•� 16 16 16 9 9 16 13 10 4 6 13 6 5 3 5 16 16 16 9 9 16 13 10 6 13 6 5 3 5 84.0 16 16 16 6 8 14 8 6 3 5 13 6 5 3 5 16 16 16 6 8 14 8 6 5 13 6 5 3 5 150.0 13 6 5 3 5 13 6 5 3 5 13 6 5 3 5 13 6 5 3 5 13 6 5 5 13 6 5 3 5 HOLLOW CONCRETE BLOCK II�liiiliiiyliiut∎% 1/4"0 1-1/4" ..... . . ..... r- ITW BUILDEX MW� W/ 51.0 /�� /o��g / / /�/rw��r /� aorA 15 15 15 14 6 10 10 10 8 4 Mj 4 morilowor J�,/%r 4 7 6 /ill 5 ' 3 r 64.0 A,/,re /a/ Armora�/�rarg 12 12 12 5 5 8 8 72.0 / A ra/i i //rar 10 10 10 4 4 7 6 84.0 ` / / „i /// /1111 /, it 150.0 / / / /I ',I/' //AMMO/ '/ �N% %/ME//r./� /� /.//Y' /././//MI�//4 I/ * .=AI !i;IIiMUIII11111F:--- 51.0 • 12 12 .12. 12 7 12 12 _12 9 9 8 12 12 12 5 10 9 6 A 4 3 3 _ * 64.0 12 12 12 7 5 10 10 10 7 4 12 12 12 7 6 11 11 11 4 8 4 3 1/4 FEMALE 1 -1/4 & 1/4 SCREW "0 ELCO MALE/ "PANELMATE" W/ MIN. EMBEDMENT -20 MACHINE WITH NUT 72.0 12 12 12 5 5 9 8 6 7 3 12 12 12 5 5 10 8 6 3 8 4 3 84.0 12 12 12 3 4 8 4 3 7 3 r'2121212 12 12 12 4 4 8 4 3 3 8 4 3 0 r// 3 4 3 3 3 3 150.0 7 3 3//, 7 3 3 7 3 3 8 1 * 1/4 "0 EMBED. STEEL 51.0 13 13 13 13 6 9 9 9 6 6 16 16 16 16 8 11 5 8 7 5 II IlklI N 64.0 10 10 10 5 5 7 7 7 ro 3 BprOpr 13 13 13 6 6 9 9 9 r IIA// ALL- POINTS SOLID- 81%4 20 STAINLESS MACHINE SCREW 72.0 9 9 9 3 4 6 5 4 a 3 7/I � 12 12 12 4 5 8 7 5 / 1/21311ZEIMra 84.0 8 8 8 A 4 5 3 ree��rA 10 10 10 3 5 7 4 3 150.0 5 / / //�I /.ice ��� //.II�O. r ��rrI�� r // v/.iiii�/ 7 imiuiiiimliiiiiiiiiiilii- 1/4 "0 ELCO 1-1/2" ULTRACON W/ MIN. EMBED. 51.0 9 9 9 9 4 6 6 6 12 12 12 11 5 8 8 B A rer 64.0 7 7 7 3 3 5 5 5 a, A Ail 9 9 9 4 4 6 6 6 72.0 6 6 6 re 3 4 4 0101r/ rtrareAAr/ 8 8 8 3 4 5 5 #/ / 3�����e�� //.r//d/ /��I %' //��/�dAY %/i//40.7 //,rar 84.0 5 5 5 a ���ra ra.Fr/�I,r�rI 150.0 3 /� A //ONV /rs// N�ii "I/ /� / / / / / /a/ // /ii' ( 1/ 4 "0 TAPCON EMBEDMENT E ITW MAXI SET WITH 1-1/4" 51.0 16 16 16 16 9 16 16 16 7 6 14 12 9 4 16 16 16 16 9 16 16 16 6 14 12 9 4 64.0 16 16 16 10 7 15 15 15 4 5 11 5 4 3 16 16 16 10 7 15 15 15 5 11 5 4 3 72.0 16 16 16 7 6 13 11 8 3 4 10 5 4 e 3 16 16 16 7 6 13 11 B 4 10 5 4 3 MIN. 84.0 16 16 16 5 5 11 6 5 4 10 5 4 3 16 16 16 5 5 11 6 5 4 10 5 4 3 4/3 150.0 10 5 4V 3 10 5 4/3 10 5 4/3 10 5 4,/3 10 5 4 3 10 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS U to ANCHOR TYPE LOAD 1W) P.S.F. MAX. (SEE NOTE 1 MIN. 3/4" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 O 0 51.0 16 16 16 16 12 16 16 16 16 8 16 16 16 8 6 1/4 °0 ■MIN. 3" LONG LAG SCREW W/ MIN. 1- 27/32" THREADED RLLEL OR PERPENDICULAR TO WOOD GRAIN 64.0 16 16 16 16 10 16 16 1.6 10 6 16 12 9 5 5 72.0 16 16 16 16 8 16 16 16 8 6. 16 11 9 5 4 84.0 16 16 16 12 16 14 11 5 16 11 4 150.0 16 11 9 5 16 11 9 4 16 11 4 AelfengaZaan> 51.0 12 12 12 12 11 11 11 7 7 �K 64.0 12 12 12 6 / 8 8 8 6 3 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1- 751 /4- WITH H TENT 72.0 11 11 11 4 A, 7 6 4 a 6 3 / ��� �rr 8 ,, 4 84.0 9 9 9 3 N��/M 150.0 6 3 /%ra�a� *rMlll' 7/16`0 W/ 7/6" & 1/4 STEEL ANCHOR SPRUCE MIN. DENSITY. ` \ WOOD BUSHING MIN. EMBEDMENT -20 STAINLESS MACHINE SCREW INSTALLED IN PINE FIR LUMBER G. 0.42 64.0 12 12 12 9 7 12 12 12 5 10 5 0 / 3 3 3 72.0 12 12 12 7 6 12 10 7 4 10 5 3 84.0 12 12 12 5 5 10 6 4 4 10 5 3 150.0 10 5 3 7 3 10 5 3 3 10 5 3 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE 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. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. 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. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (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. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE A WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED III complying with Mc FIOZZIa Building Code AmesNol0 -0222• 03 DateMEn By D odsct Control J 0 0.050" ALUMINUM STORM PANEL 02/04/2010 10-103 sheet 4 of 5 T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) POSITIVE DESIGN LOAD (WI (P.S.F.) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 3' - 0" 3 -1/2" 1" 19.5 5' - 0" 3 -1/2" 1" 7' - 0" 3 -1/2" 1 -1/4" 8' - 8" 3 -1/2" 1 -1/2" 10' - 6" - 4 -3/8" 2- 1/8'' 12' - 0" 5 -7/8" 2 -3/4" 30.0 3' - 0" 3 -1/2" 1" 5' - 0" 3 -1/2" 1 -1/8" 3 -1/2" 1 -3/8" 8' - 8" 3 -1/2" 1 -3/4" 10' - 6" 4 -3/8" 2 -3/4" 10' - 9" 5 -7/8" 2 -3/4" 40.0 3' - 0" 3 -1/2" 1" 5' - 0" 3 -1/2" 1 -1/8" 7' - 0" 3 -1/2" 1 -1/2" 8' - 8" 3 -1/2" 2 -1/8" 10' - 0" 4 -3/8" 2 -3/4" 60.0 3' - 0" 3 -1/2" 1" 5' - 0" 3 -1/2" 1 -1/8" 7' - 0" 3 -1/2" 1 -5/8" 8' - 8" 3 -1/2") - 2 -5/8" 8' - 10" 4 -3/8" 2 -3/4" 80.0 3' - 0" 3 -1/2" - 1" 5' - 0" 3 -1/2" 1 -1/4" 6' - 9" 3 -1/2" 1 -3/4" 120.0 3' - 0" 3 -1/2" 1" 4' - 6" 3 -1/2" 1 -1/4" 130.0 150.0 3' ___0" 1„ 3 1/2-- 3' - 7" 3 -1/2" 1 -1/8" TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 1 STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W (P.S.F.) ALL MOUNTING CONDITIONS L MAX. (FT -IN) ..-- 19.5 12' - 0" 25.0 11' - 3" 30.0 10' - 9" 33.0 10' - 6" 3.5.0 10' - 4" 40.0 10' - 0" 45.0 9' -8" 50.0 9' -5' 55.0 9' -2" 60.0 8' - 10" 62.0 8' -8" 6 5.0 C-8' ---3-'''') 70.0 7' - 8" 75.0 7' - 2" 80.0 6' - 9" 85.0 6' - 4" 90.0 6' - 0" 95.0 5' - 8" 100.0 5' -4" 108.0 5' - 0" 115.0 4' - 8" 120.0 4' - 6" 130.0 4' - 1" 140.0 3' - 10" 150.0 3' - 7" TABLE 1 NOTES: 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. PRODUCT REVISED as complying with the Flerida Building Code Acceptance No - . p I/2%3 Date N° ki I I I I 0 N 8 0.050" ALUMINUM STORM PANEL I 02/04/2010 10 -103 sheet 5 of 5 -0,----------- ,D SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS