Loading...
487 NE 100 St (11)Date /L) - 7 () -/ V Job Address 7 ( P 7 &i . C . /DO Sr Tax Folio � 3 Z' (41- o l ! - 4 /0 Legal Description "UT 2 3 2 BOW 4 o _ Historically Designated: Yes No /Lessee / Tenant Q -Fr l C � ( � --��� Master Permit # Vsi 7 uE. /Do 63 00 7 r5_�o -� . Owner's Address Contracting Co. State # Square Ft. Signa APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE AA) / / (JrW 7T eel_ [ . Address ..13.j B/L * Qualifier l � ���.7 - / Z SS# LPhone C 3 S .-(0 J (0 el Munic� # � 00 Z 4 c '/ ompetency # Ins. Co. (/) A r c h i t e c t / E n g i n e e r KI Je Z ( l0 L t fr P J7 OC ( L Address / (�( o / c - r P' - Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 07o 5Q -Pr WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable the work sta laws regulatin (nstru' l o. :pd zoning. Furthermore, I authorize the above -named contract 3S� or Condo President D 'NOV P09 OFFICIAL PIOLA Notary ag. u �, I , ghd/orCiwseaPranildcnt 661499 MY FISSION EXPIRES r 24,2001 eng lt / e� 0 FEES: PERMIT /`TAT . ' ` ` RADON Building b /0 4 / Date ( 4A- %f' 4/ 'C-( , T6 74 Estimated Cost (value) /re , 0 0 e of Contractor or P P4b6 OF �!� FA wir- Builder NOTARY SEAL LA NACHON 1 -a ctor or Qvc663,41gder S':' #ir(l• COMMISSION EXPIRES d \.O JULY 24,2001 /a Date Signa Notary My Co Phone I ao C.C.F. NOTARY �() BOND Electrical l0 Date Plumbing Engineering AWNING COMPANY, INC. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM JULY 10th, 1998 Ming L � 1 2d 10050 N.E.n AVENUE MIAMI SHORES, FL. 33138 Dear BUILDING OFFICIAL, 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 327 -0905 FAX (305) 634 -9078 We are the Dade County Notice of Acceptance Holder for the 20 GAU GE under STO RM PA NELS number 97- 1208.05 20 GAUGE This letter authorizes ATLANTIS SHUTTER Coto use our STORM PANELS approved under number 97 1208.05 to be used at the following job: Sincerely, JEFFEREY & KATHY PEEL 487 N.E. 100th STREET MIAMI SHORES, FL. Hurst Awning Company Inc. Frank S. Cornelius Magali Garmendia President or Executive Vice President ' This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. D: \PRODCNTL \PCLETTER \INFO \B LDGOFF\95 S H U EXP. SAM kip - St 2-e._ - s r �' o De l z Q fig-, 5 �G�� P-t L ((pi N . 2 /ooh t 3 4/J- 5'��D 3 z_T SQ C!i 5 .a --r 3 ,o ------- 1 ( Rei e ot______z_q_tt7F_I.A2 i 49 ._ L v 0 pi/ 50 xyv S_D�yv_ , a 4 e___‘_7‘ 1 _f to q_____is 1,-, Il �t� 13 _ (Y 3' kip - St 2-e._ - s r �' o De l z Q fig-, 5 �G�� P-t L ((pi N . 2 /ooh t 3 4/J- ir (e 407 2J? 5 t _ / le 3 J so-to 1 ? le I na-a 1 Iv ci . 3 yi t oecto t./0 • 3 04.-)1) 74 3 o SD 2) 1 PRODUCT CONTROL NOTI Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miam Acceptance No.:97- 1208.05 Expires:02 /16/99 FL 33142 A PP roved: O2 /(5/98 - I - Internet mail address: postmaster @tnrildingcodeonline.com CONDITIONS METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 37S -2901 FAX (305) 375 2900 PRODUCT CON1-ROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panel under Chapter 8 oldie Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -331, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice ofAcceptance.) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodguez Product Control Supervisor TIIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOlt SPECIFIC AND GENERAL BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. C="h I TLS 1lnber, 1)Ilc'Clti l IllIr1II1 ' Code 0nn1111iance 1)cItt. ('Ietropolitan lade County Homepage htt p: / /www.huildingr.ndennline.com Hurst Awning Co., Inc. ACCEPTANCE No.: 97- 12088.0 APPROVED : FEB 0 5 1998 h:XI'[RES Feb. Ib t199 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved Drawing No. 95 -331, Sheet 1 of 6, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade D, (Fy = 50 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. 060. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -i'6, 3.235" x 2.329" x .062" H- header, 2.0" x 2.0" x .062" U- header, 2" x 2" x .093" studded angle, 1/8" thk. x 2" x 2" or 3" or 4" or 5" build -out angles, 2.94" x 1.186" x .062" thk. T -track with 3.310" x .045" thk. spring clips. 2.4 Tested specimen Dimensions: 49.75" wide x 68" long overall - 1 specimen for wind load 49.75" wide x 101" long overall - 6 specimens for impact and cyclic load 49.75" wide x 136" long overall - 1 specimen for impact Toad 49.75" wide x 136" long overall - I specimen for wind Toad 49.75" wide x 101" long overall - 3 specimens for wind Toad 49.75" wide x 104" long overall - 2 specimens for impact and cyclic load 49.75" wide x 144" long overall - 1 specimen for impact load 49.75" wide x 1 44" long overall - I specimen for wind load 39.0" wide x 104" long overall - 1 specimens for impact and cyclic load 3. LIMITA"I'IONS 3.1 The following mounting conditions shall be limited to a Maximum Dcsijn Pressure ailing of (±) 72 PSF and a Maximo,n Panel Sfranaleit'hl of 8' -5" or (I(11 "); Detail K- Soffit Connection Mount, Detail L- Alt. Soffit Connection Detail, Derail M & Q -Angle Build -Out Mounts, Detail N- Pass Thru Detail Mount, Detail 0 & P -Edge Mount Details, Sheet 5 of 6; Detail R- header Mount, Detail S -Angle to U- header I3uild -Out, Detail T- Assembly Nlount, Detail V -3" x 2" Alum. Tube Build -Out, Detail W- Storm Panel Support Beam, Delail X- storm Panel Build -Out. Sheet 6 of 6, Drawing No. 95-331. 3.2 The following mounting condition shall be limited to a AIn.rianun_I)etign Pressure mum; rJ (i) 72 /',SF and a Alnxinzur,z Panel ,Spw/llcighl n f' I)' "' z,r (72"); Detail 1- A tli. Wall Mrntnt w/ Spring ('lip, Sheet 1 (46, I) ; in!; No. 95-111 Ilelnty A iI ;ikar, , r I'rnclur1 (',,ntrid Burst Awning Co., Inc. ACCEPTANCE No.: 97- 1208.0 APPROVED : _ FEB 0 5 1998 Emus S Feb_ 16. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.3 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6, Drawing No. 95 -331. 3.4 Maximum clearance between top ofpanel and inside of header shall be 1/4 ". 3.5 Special Requirement: See Typical Elevations, Sheet 1 of 6, Drawing No. 95 -331. 3.5.1 Panel Types 1 & II with spans less than or equal to 48" shall not required reinforcing stitch bolts at overlaps. 3.5.2 Panel Types I & 11 with spans greater than 48" in length shalt be reinforced at mid span by either: (A) 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with l/4 " -20 x 3 -1/2" bolts w /die cast alum. washer wing nut spaced at 12" o.c. or (B) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washer wing nut or jacknut spaced at 12" o.c., depending on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 and Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6, Drawing No. 95 -331. 3.5.3 Panel Types 111 & IV shall require no reinforcing stitch bolts at overlaps. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mounts: (A) (CONCRETE/ MASONRY/ WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 7/8" Rawl Calk -in anchors; or 1/4" diameter ELCO Female 'PanelMate' anchors; or 1/4" diameter ELCO Male 'PanelMate' anchors; or I/4 " -20 ITW Epoxy anchors; or 5/16" wood bushing with I/4 " -20 x I" SS sidewalk anchor; spaced 6" o.c for Panel Types I & 11 and 12" o.c for Panel Types 11 & IV, as shown on Section F- "Direct Mount Detail ", Drawing No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Wall Mounts: (A) (CONCRETE/ MASONRY): The panels are secured to an 'H'- header (Part 2), at the head and attached with I/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types I & II and 12" o.c. for Panel Types III & IV, to continuous aluminum studded angle (Part 6) at the sill, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on Detail A- "Wall Mount Section ", Sheet 2 of 6; or the panels are secured to a continuous 'F' track (Part 7) at the header and sill with I/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types I & 11 and 12" o.c. for Panel Types 111 & IV, the header and sill tracks are anchored to the wall using the approved tension anchors as shown on Detail H- "Wall Mount Detail ", Sheet 3 of 6, or at the sill panels I IeInry ,1. 1C'lakar, 1'.Is.., Product Control (�xaruin� r I'i�ulue:t C.ontiol I)ivision Hurst Awning Co., Inc. ACCEI'T1'ANCE. No. : 97- 1208.05 APPROVED J 0 5 1998 EXPI RES : Feb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS are secured to a continuous T -track with (2) I" wide spring clips spaced 6" o.c., the sill track is then aunchorcd to the wall using the approved tension anchors as shown on Detail I- "Alt. Wall Mount w/ Spring Clip ", Sheet 3 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. (13) (WOOD FRAMED): The panels are secured to an 'II'- header (fart 2), at the head and attached with I/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types I & If and 12" o.c. for Panel Types 111 & IV, to continuous aluminum studded angle (Part 6) at the sill, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on Detail D- "Wall Mount Section ", Sheet 2 of 6; or the panels are attached at the sill to a 2" x 2" studded sill angle (Part 6) with 1/4 " -20 S.S. x 3/4" long studs spaced 6" o.c. for Panel Types I & 11 and 12" o.c for Panels Types III & IV, the sill angle is then secured to a continuous 2 x4 or 2 x 6 PT wood ledger plate with 1/4" x I -3/4" long S.S. lag screws spaced 12" o.c. with a min. 1 -1/2" penetration into wood ledger, the PT wood ledger plate is then attached to the wall with (2) 1/4" x 4 -1/2" long lag screws spaced 24" o.c. as shown on Detail E - "Wall Mount Section (Bottom) ", Sheet 2 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.3 Build -Out Mounts: (A) (CONCRETE/ MASONRY/ WOOD FRAMED): The panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1 /8" thick x 2.25" x 3 ", 4" or 5.25" (Part 4) built -out angle with I/4 " -20 SS bolts spaced 12" o.c., and secured al the sill, to a continuous sill studded angle (Part 6) with I/4 " -20 SS bolts spaced 6" o.c. for Panel Types 1 & II and spaced 12" o.c. for Panel Types III & IV, the studded angle is then attached to a continuous 1/8" thick x 2.25" x 3 ", 4" or 5.25" (Part 4) built -out angle with 1/4 " -20 SS bolts spaced 12" o.c., both of the build -out angles are then anchored to the wall using the approved tension anchors as shown on Detail C- "Build -Out Mount Section ", Sheet 2 of 6, or Detail G - "Alt. Build -Out Mount Section, Sheet 3 of 6; or Mounting conditions limited to Maximum Storm Panel Spare of 8' -S" (101") and Maximum Design Pressure Rating of (ij) 72 PSF, (CONCRETE/ MASONRY ONL 1), per Details M & Q:The panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built -out angle with I/4 " -20 SS bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with I/4 " -20 SS bolts spaced 6" o.c. for Panel Types 1 & 11 and spaced 12" o.c. for Panel Types 111 & IV, the studded angle is then attached to a continuous 1/8" thick x 2 " x 3 ", 4" or 5" (Part 4) hmiIi -out angle with 1/4 " -20 SS bolts spaced 12" o.c., both of the build-out angles are then anchored to the 11elnry A. (\`fthar, f'.1::., I'rudur_t Ciuurnl I xaininc.r Prlldact Control 1)r''i;ion Hurst Awning Co., Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS `)7- 1208.00 FEB 0 5 1998 I leln►y A. t'1akar, I'.1i., Product Control l.xanu i :r Product Control I )ivi;ion Feb. 16 1999 are secured to a continuous T -track with (2) 1" wide spring clips spaced 6" o.c., the sill track is then anchored to the wall using the approved tension anchors as shown on Detail I- "Alt. Wall Mount w/ Spring Clip ", Sheet 3 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. (13) (WOOD FRAMED): The panels are secured to an 'H'- header (Part 2), at the head and attached with I/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types 1 & II and 12" o.c. for Panel Types III & IV, to continuous aluminum studded angle (Part 6) at the sill, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on Detail D- "Wall Mount Section ", Sheet 2 of 6; or the panels are attached at the sill to a 2" x 2" studded sill angle (Part 6) with 1/4 " -20 S.S. x 3/4" long studs spaced 6" o.c. for Panel Types I & 11 and 12" o.c for Panels Types 111 & IV, the sill angle is then secured to a continuous 2 x4 or 2 x 6 PT wood ledger plate with 1/4" x 1 -3/4" long S.S. lag screws spaced 12" o.c. with a min. 1 -1/2" penetration into wood ledger, the PT wood ledger plate is then attached to the wall with (2) 1/4" x 4 -1/2" long lag screws spaced 24" o.c. as shown on Detail E - "Wall Mount Section (Bottom) ", Sheet 2 of 6, Drawing. No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.3 Build -Out Mounts: (A) (CONCRETE/ MASONRY/ WOOD FRAMED): The panels are secured to an tJ- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2.25" x 3 ", 4" or 5.25" (Part 4) built -out angle with 1/4 " -20 SS bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with I/4 " -20 SS bolts spaced 6" o.c. for Panel "Types I & 1! and spaced 12" o.c. 1 Panel Types III & IV, the studded angle is then attached to a continuous 1/8" thick x 2.25" x 3 ", 4" or 5 (Part 4) built -out angle with 1/4 " -20 SS bolts spaced 12" o.c., both of the build -out angles are the anchored to the wall using the approved tension anchors as shown on Detail C- "I3uild -Out Mount Section ", Sheet 2 of 6, or Detail G - "Alt. Build -Out Mount Section, Sheet 3 of 6; or tllouutiut; conditions limited to Maximum Storm Panel Span of 8' -S" C/01") and Maximum Design Pressure !Wink of (±) 72 !'SF, (CONCRETE/ MASONRY per Details M & Q: the panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (fart 4) built -out angle with I /4"-20 SS bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with I/4 " -20 SS bolts spaced 6" o.c. for Panel Types 1 & 11 and spaced 12" o.c. for Panel Types III & IV, the studded angle is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built-out angle with 1/4 " -20 SS bolts spaced 12" o.c., both of the build -out angles are then anchored to the Hurst Awning Co., Inc. ACCEPTANCE No. : 97- 12118.0 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • ii(:/(--9 4 I'rii(1u(I ('control 1)i vision FEB 0 5 1998 Feb_ 1999 wall using approved tension anchors as shown on , Sheets 2 and 4 of 6; or Mo,u,liue conditions limited to Maximum Storrs, Panel Span of 8' -S" (101 ") and Maxims m Design Pressure Rating f (f) 72 PSF, (CONCRETE/ MASONRY ONLY), per Detail S: The panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built-out angle with 1/4" diameter thru bolts spaced 12" o.c., the build -out angle is then anchored to the wall with 1/4" diameter Rawl Calk -In anchors spaced 9" o.c. as shown on Detail S- "Angle to U- header Build- Out ", Sheet 6 (1f6, at the sill , panels secured using any of the details shown on Sheets I thru 6 of 6, provided the above limitations are not exceeded; or Mounting conditions limited to Maximum Storm Panel Spa„ of 8' -S" (10I") and Maximum Design Pressure Rating of (3) 72 PSF, (CONCRETE/ MASONR Y ONLY), per Details V & X: The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded and at the sill panels are secured to a continuous 2" x 2 "x .093" studded aluminum angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types 1 & 11 and spaced 12" o.c. for Panel Types III & IV, the sill angle is then anchored to the wall thru a 2" x 2" x .055" aluminum ledger with 1/4" diameter Rawl Calk -In anchors spaced 6" o.c. as shown on Detail V- "2" x 2" Alum. Tube Build- Out ", Sheet 6 of 6; or at the sill panels are secured to a continuous 2" x2" x.093" studded aluminum angle (Part 6) with I/4 " -20 SS bolts spaced 6" o.c. for Panel Types i & 11 and spaced 12" o.c. for Panel Types iI1 & IV, the sill angle is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built -out angle with 1/4" diameter thru bolts spaced 12" o.c., the build -out angle is then anchored to the wall with 1/4" diameter Rawl Calk -In anchors spaced 12" o.c. as shown on Detail X- "Storm Panel Build- Out ", Sheet 6 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.4 Inside /Ceiling Mounts: (A) (CONCRETE/ MASONRY/ WOOD): The panels are secured to an 'u' Header (Part 3) at the head and at the sill, secured to a continuous 2" x 2 "x .093" studded aluminum angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & 11 and spaced 12" o.c. for Panel Types 111 & IV, both the header and sill angle are then anchored to the wall, using the approved tension anchors as shown on Detail 13- "Ceiling /Inside Mount Section ", Sheet 2 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.5 Soffit Mount: Mounting condition limited to Maximum Storm Panel Span g 8'_5_"_(101 and Design Pressure Rating ,f (±)72 IS!. (A) (CONCRETE./ MASONRY): NOT APPLICABLE. l lclmv A. iti•l,rk 1' I: ., p roduct control Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (11) (WOOD): The panels are secured to an 'u' Header (l'art 3) at the head , the header is then anchored thru to a continuous 6" wide x 1/8" thick aluminum plate with two (2) 1/4" diameter lag screws spaced at 24" o.c. into framing trusses and /or rafters, use a third lag screw for panel spans greater than or equal to S' -6" (66 "), and one (I) fl l 4 SMS into aluminum plate, between the framing members as shown on Detail K- "Soffit Connection Detail "; or the panels are secured to an 'u' Header (Part 3) at the head, the header is then anchored to a continuous aluminum tube .062" thk. x 1" x 4" or 1" x 6" or 2" x 4" or 2" x 6" with 1114 SMS screws spaced 12" o.c., the aluminum tube is anchored with 1/4" diameter tag screws spaced at 24" o.c. into framing trusses and /or rafters, use a third lag screw for panel spans greater than or equal to 5' -6" (66 ") as shown on Detail L- "Alt. Soffit Connection Detail ", Sheet 5 of 6; at the sill, panels secured using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.6 Pass Thru Mount: Mounting condition limited to Maximum Storm Panel Span of 8' -S" (101 ") and a M Design Pressure Ralin of f± 72 PSF (A) (CONCRETE/ MASONRY): NOT APPLICABLE. (B) (WOOD): The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded and at the sill panels are secured to a continuous 2" x2" x .093" studded aluminum angle (Part 6) as shown on Detail N- "Pass Thru Detail ", Sheet 5 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.7 Edge Mount: Mounting condition limited to Maximum Storer Panel Span of 8' -S" (101") and a Maximum Design Pressure Raring of ( ±) 72 PSI': (A) (CONCRETE/ MASONRY): The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded and at the sill panels are secured to a continuous 2" x2" x .093" studded aluminum angle (Part 6) as shown on Detail 0 or I' - "Edge Mount Detail ", Sheet 5 of 6, Drawing No. 95- 331, bearing the Dade County Product Control approval stamp. (11) (WOOD): NOT APPLICABLE. 4.1.8 Header Mount: Mounting condition limited to Maximum Storm Panel Spnn of 8' -S" (101 ' and n l Pressure R ating of ( ±) 72 PS F. (A) (CONCRF`1 E/ MASONRY): The panels are secured to an 'H'- header (Part 2), at the head, the header is then anchored thru a continuous aluminum ledger .055" thk. x I" x 2" or 2" x 3" or 3" x 3" with 1/4" diameter Rawl Calk -In spaced 6" o.c.; the panels arc secured at the sill using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded as shown on f )ctail R- "I leader Mount Detail ", I lelmy A. t '1akar, I'.k., Product Control f:xaiunncr Product Control I)ivision ACCEPTANCE No. : 97- 1208.05 APPROVED : FEB 0 5 1998 EXI'lkl?S Feb. 16, 1999 Hurst Awning Co., Inc. ACCEPTANCE No. : _ 97 12118.05 APPROVED : FEB 0 5 1998 EXPIRES _ Feb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Sheet 6 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.9 Storm Panel Support Beam: Mounting condition limiter/ to Maximum Storm Panel Spars of 8' -S" (101") and a Maxim m Design Pressure Rating of (±) 72 PSF. (A) (CONCRETE/ MASONRY): The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded, at the sill at the sill panels are secured to a continuous 2" x 2" x .093" studded aluminum angle (Part 6) which is then fastened with #12 SMS screws spaced 12" o.c. to a 2" x 7" x .13" thk. x l l' -0" maximum length, aluminum storm panel support beam, the support beam is attached to a pair of 2" x 3" x 1/4" x 0' -6" long aluminum angles at each end with two (2) 1/4" diameter thru bolts, the end angles are then anchored to the wall with two (2) 5/16" diameter Calk -In anchors spaced 3 -1/8" o.c. as shown on Detail W- "Storm Panel Support Beam ", Sheet 6 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. (B) (WOOD): NOT APPLICABLE. 4.1.10 Any combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing No. 95 -331, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel 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. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the Following: 6.1.1 Ibis Notice of Acceptance. iakar, I'.1 ., Product Control I.xarnmer I'r111 (.'(1n1rcil 1)i�i;ir�n TEST 'PEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI -94 -3 I2c Max. 1 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI -94 -3I2c +72.3 PSF HETI- 94 -312c CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI- 94 -312c -73.0 PSF HETI -94 -3I2c LARGE MISSILE IMPACT TEST (103" Span) SFI3C PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI- 95 -401b Max. 2.50" CYCLIC WIND PRESSURE_ TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -401b +71.5 PSF IJETI -95 -4016 CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -401b -72.3 PSF l-IETI -95-4016 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF IIETI -94 -3176 +72.0 PSI' HETI- 94 -317b Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF HETI- 94 -317b -72.0 PSF HETI- 94 -317b LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (136" SPAN) SATISFACTORY CTC -95 -021 Max. 2.50" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" SPAN) -332.8 PSI' CTC -95 -021 -222.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSI' CTC -95 -021 -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 Hurst Awnink Co., Inc. ACCEPTANCE No.: __97- 1�08.05 APPROVED : FEB 0 5 1998 EXPIRES Feb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.1.2 Completely dimensioned drawing ,showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawing No. 95 -331, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval renews Notice of Acceptance No. 96- 0509.02, issued on August 22, 1996. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: I lelmy A. Makar, P.f ., 1'rndtici Control Examiner Product ( 1)1 vision TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -031 2 187 _.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSI? CTC-95-03 I CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC -95 -031 -72.0 PSF CTC -95 -031 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 101" Span 104" Span 144" Span SATISFACTORY CTC- 96 -006R Max 2 -3/8" 2-1/2" 3 -1/4" CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 POSITIVE +71.5 PSF CTC-96-006R +55.0 PSF CTC- 96 -006R CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 NEGATIVE -97.5 PSF CTC- 96 -006R -75.0 PSF CTC- 96 -006R UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" Span) -112.8 PSF CTC- 96 -006R -75.2 PSF CTC -96 -0068 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (144" Span) -124.8 PSF C1C- 96 -006R -R3.2 PSF CTC- 96 -006R DESIGN PRESSURE RATING: See Schedule' And 'Panel Span Design Load Comparative Analysis Diaeram', Sheet Table 1 - 'Storm Panel 3 of 6, Drawing No. 95 -331 Hurst Awnink Co., Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED (Cont'd) 7.1 TESTS: RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel stom panels, prepared by Hurricane Engineering & Testing, Inc., Report No. I 94-312c, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. I IETI- 94 -317b, dated September 27, 1994, signed and scaled by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 - dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No. CfC -95 -021, dated June 9, 1995, signed and scaled by Christopher Tyson, P.N. ACCEPTANCE No.: 97- 1208.0 APPROVED : FEB 0 5 1998 EXPIRES Feb. 16, 1999 e-/ 4. I Iel is A. Naar, P.N., Product Control rxaminer Pro loci Control Division Hurst.Awnint:Co., Inc. ACCEPTANCE No. : 97-1 208.(15 APPROVED : FE0 0 5_ as_a_ EXPIRES Feb. 16, 1999 NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 8.1.5 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storni Panels, prepared by Construction Testing Corporation, Report No. CTC- 95 -03I, dated August 31, 1995, signed and sealed.by Christopher G. Tyson, P.E. 8.1.6 Test report on: Uniform Static Air Pressure Test Large Missile Impact Test Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report Nos. CTC -96 -006 and CTC- 96 -006R, dated March 7, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -331, Hurst Awning Co., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6, prepared by Knezevich & Associates, dated 6/09/95 with Revision No. 6, dated 07/17/96, signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY dated 12/31/94 with chemical composition and mechanical properties for galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number SFM- 1307 dated 6/14/95 for 20 Ga. steel. 8.3.3 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM- 1044, dated 04/24/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 7/03/95, Pages l through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.G. 8.4.3 Comparative Analysis and Anchorage Calculations for 20 Ga. Steel Stom Panels, Hurst Awning Co., Inc., dated 04/03/96, pages 1 thru 31 of 31, revised on 07/18/96 pages 1 thru 40 of 40, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. Ifcinty A. fvlakar, P.N., Product Control Examiner Product Control Division 2h - Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ACCEPTANCE No.: 97-1208.05 APPROVED : FEB O 5 1998 EXPIRES Feb. 16 1999 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(h) and this last page 3. Items 10, I I & 12 listed below only apply to eland products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each confer and mullion or stile. Fastener shall fully penetrate the buck, which shall be the saute size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of ibis approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code //' I Ielmy A Mak, P E., Product Control Examiner Product Control Uiviiiun I':NI) OF TIIIS A CCEI'TANCI TRD-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami FL 33142 Your application for Product Approval of: 0.063" Aluminum Storni Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Hurst Awning Co., Inc. Drawing No. 95 -330, Sheets Ultra 6 of 6, dated 06/18/97, signed and sealed by V. J. Knezevich, P. E. (For listing, see Section 8 of this Notice ofAcceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing: If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendrnents to the South Florida Building Code be enacted affecting this product or material. The Building Code Conipliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements oldie South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No. :97- 0620.01 Expires:07 /10 /00 Product Control Supervisor THIS IS THE COVERSIIELT, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WFSF FLAGLER STREET SIJl1E 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2900 PRODUCT CONTROL- DIVISION (305) 375-2902 FAX (305) 372-6339 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Codc Committee to be used in Dade County, Florida under the conditions set forth above. ) (4 anger,1 Director Building Codc Compliance I)ept. A1proved:07 /1 0/97 - - Metropolitan Dade County Internet mail address: postmaster @butldingcodeonline.com Ilomnpage Il drr//www.Indldinocorleonlide corn Hurst Awning Co. Inc. ACCEPTANCE NO.: 9 7-0620 • 01 1. DESCRIPTION 1.1 APPROVED EXPIRES NOTICE OI+ ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constricted as indicated on approved drawing No. 95 -330, Sheets 1 through 6 of 6, using 0.063" aluminum, 5052 -1 -132 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloy 6063 -T6 as shown on the approved Drawing No. 95 -330, Sheet 1 of 6. 2.4 Tested specimen: dimensions: 49.75" wide x 68" long overall. 49.75" wide x 101" long overall. 49.75" wide x 128" long overall. 49.50" wide x 101" long overall. (2) 49.75" wide x 104" long overall (CTC -96 -007). (2) 49.75" wide x 104" long overall (CTC- 96- 007R). (2) 49.75" wide x 136" long overall (CTC- 96- 007R). 49.75" wide x 104" long overall (Samples F & B for T -track & Epcon Anchor) (CI'C- 96- 006R). 49.50" wide x 101" long overall (CfC -95 -031) (Sample 13 for test w/o sill tubes). 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height as installed only as outlined on Dwg. No. 95 -330, Sheets I through 6 of 6. For Design Load vs. Panel Span, see Table I "Storm Panel Schedule" on Sheet 5 of 6, Dwg. No. 95 -330. For fastener spacing (inches) required for various design Toads and spans, see the anchor schedules for attachments to minimum 3000 psi concrete, hollow concrete block, and wood on Sheet 6 of 6, Dwg. No. 95 -330. 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" Sheet 5 of 6, Dwg. No. 95 -330. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at midspan by either: a.) a 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with I/4 " -20 x 3 -1/2" bolts w /die cast alum. ■ashered wing nut spaced at 12" n.c. or ' JUL 1 0 1997 JUL 1 0 2000 11 4. 1lelu 11. Makar, I'.l..- Plans I:xarnincr I'rrulnct Control Division Hurst Awning Co., Inc. ACCEPTANCE NO.: _ 97- APPROVED _ JUl 1 0 1997 I':XPIItES _ 1iL_1__(1_ 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS b.) I/4 " -20 x 1" sidewalk bolts w /die cast alum. washered wing nut or jacknut spaced at l2" o.c., depending on the separation from glass required as shown on "Typical Elevations" Sheet I of 6 and "Min. Separation from Glass Schedule" Sheet 5 of 6, Dwg. No. 95 -330. 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 95 -330 sheets 1 through 6 of 6 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -330, Sheets 1 through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DEN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1"x I" x 16 ga. steel tube and bolts Olt l/4 " -20 x 1" Sidewalk Bolts w /wingnuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -330, Sheets I through 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section; clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval renews Notice of Acceptance No. 96- 0620.02, dated 06 /09/97. I Iclnty A. akar, I'.[..- Plaits f•:xatnincr Product Control I)ivisiun TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (128" SPAN) SFBC PA 201 =94 w /rcinf. bolts only SATISFACTORY CTC -95 -022 - Max. 2.75" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" Sl'AN) -332.8 PSI' CTC -95 -022 221.9 PSF CTC -95 -022 _ ____ UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -197.6 PSF CTC -95 -022 -13 1.7 PSI? CTC -95 -022 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (128" SPAN) -145.6 PSF CPC -95 -022 -97.1 PSF CTC -95 -022 LARGE MISSILE IMPACT TEST (101" Span) SFI3C PA 201 -94 w /rcinf- hars & bolls SATISFACTORY HETI- 94 -292b �- Max. 1.75" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +72.0 PSF IIETI -94 -2926 +55.4 PSF IIETI -94 -292b CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 NEGATIVE -95.0 PSF HETI -94 -2926 -73.1 PSF UUETI -94 -292b LARGE MISSILE IMPACT TEST (101' Span) SFBC PA 201-94 ■/rcinf. bolls only Y SATISFACTORY IIETI -94 -3956 Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 94 -395b +71.5 PSI' IIETI -94 -395b CYCLIC WIND PRESSURE TEST SFIUC PA 203 -94 NEGATIVE -94.0 PSF HETI- 94 -395b -72.3 PSF IILfI -94 -395b UNIFORM STATIC AIR PRESSURE TEST SFI3C PA 202 -94 POSITIVE (96" Span) +108.00 PSF CRL- SIO21C +72.0 PSF CRI.- SIO21C n Design 1.09" UNIFORM STATIC Alit PRESSURE TEST SEUC PA 202 -94 NEGATIVE (96" Span) - 108.00 PSI' CRL- S1021C -72.0 PSF CRL- S1021C LARGE MISSILE IMPACT TEST (104" Span) SFBC PA 201-94 w/o rcinf. bars or bolls SATISFACTORY CI -C -96 -007 Max. 2.50" CYCLIC WIND PRESSURE TES'1• • (104" Span) SFBC PA 203 -94 (POSITIVE) w/o rcinf. bars or bolls +71.5 PSF CTC -96 -007 +55.01 PSF CTC -96 -007 CYCLIC WIND PRESSURE TEST (104" Span) SFBC PA 203 -94 (NEGATIVE) w/o rend bars or bolts -97.5 PSI CTC -96 -007 -75.0 PSI CTC-96-007 LARGE MISSILE IMPACT TEST (104" Span) SIBC PA 201 -94 w/o reinf. bars or bolts SATISFACTORY CTC -96 -0078 i Max. 2.50" LARGE MISSILE IMPACT TEST (136" Span) SI:11C PA 201 -94 w/o reinf. bars or bolls SATISFACTORY CTC -96 -0071( Max 3.50" CYCI.IC WIND PRESSURE'FEST (104" Span) SFUIC I'A 26a-'q (POSITIVE) w/o rcinf bars or bolls +71.5 PSF CAC-96-007R +55.0I'S1 CTC -96 -0078 CYCLIC WIND PRESSURE TEST (104" Span) STI3C PA 203 -94 (NEGATIVE) w/o reinf hars or bolls -97.5 PSI' CTC -96 -0078 -75.0 PSI' CTC - 96.0078 _. ._ - IINWORM STATIC AIR PRESSOR E'FEST(136" Span) SHIC I'A 202 -94 (NEGATIVE) w/o reinf. hars or hobs -83.2 PSI CTC - 96.0070 i' f SSA -c: -16 -0000 711 !bast Awning Co., Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDI'T 7. TESTS PERFORMED TESTS: RESULTS: ACCEPTANCE NO.: 97- 0620.01 AI'I'ROVF.D : r �1l 10_1997 F:xpliths : JUG 1 Q 2000 I A.`1'1akar, I'.I:.- flans I•:xamminc :r I'rt)(IIIcI ('onir 1 1)ivisii�n Hurst Awili . 1111 Co_, Inc. ACCEPTANCE NO.: 97- 0620.01 At'1' ItovEI) 'JUL 1 0 1997 EXPIRES : J'J 1_0_ 2000 NOTICE 01? ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tcsts: 8.1.1 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -292b, dated September 13, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" stone panels, prepared by Construction Research Laboratory, Inc., Report No. CRL -S 1021 C, dated August 17, 1994, signed and scaled by Vipin N. Tolat, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of .060" aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -395b, dated December 14, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of 0.063" aluminum storm panels, prepared by Construction Testing Corp., Test Report No. CTC 95 -022 dated 06/09/95, signed and sealed by Christopher Tyson, P.E. 8.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. Steel Storm Panels, prepared by Construction Testing Corp., Test Report No. CTC 95 -031 dated August 31, 1995, signed and sealed by Christopher Tyson, P.E. (This test has been submitted exclusively to verify anchor calculations) 8.1.6 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of .063" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC -96 -007, dated March 14, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.1.7 'lest report on Large Missile Impact Test and Uniform Static Air Pressure Test and Cyclic Wind Pressure Test of .063" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC- 96 -007R, dated March 14, 1996, signed and sealed by Christopher G. Tyson, -P.E. 8.1.8 Test report on Large Missile Impact Test and Uniform Static Air Pressure Test and Cyclic Wind Pressure Test of 20 ga. Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC-96-006R, dated March 07, 1996, signed and sealed by Christopher G. Tyson, P.E. (This test has been submitted exclusively to verify the T -track and the Epcon anchor calculations as in Samples F & 13 respectively). 8.1.9 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CfC -95 -031, dated August 31, 1995, signed and sealed by Christopher G. Tyson, P.E. (This test has been submitted exclusively to verify the build out sill mount with out the aluminum tubes as in Sample 13). 8.2 Drawing: 8.2.1 Drawing No. 95 -330, Hurst Aluminum Co., 0.061" Aluminum Storm Panels, Sleets 1 through 6, prepared by Knezevich & Associates, dated 06/09/95, revision 9 dated 06/18/')7, signed and scaled by V..I. Krrezevich, P.l .. Itelmy A. Ivlakar, I'.1...- flans I.xaminer I'rocluct Control 1)ivision Hurst Awnin C Inc. ACCEPTANCE NO.: 97- 0620.01 APPROVED ' JUL 1 0 1997 EXIIRES : 'JUT 1 0 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDI'T'IONS 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, not dated, for Aluminum Alloy 5052 -1132 by American Douglas Metals, with chemical composition and physical properties. 8.3:2 Tensile Test Report 1194 -268 from ATEC Associates, Inc., dated 08/10/94 for Aluminum sample 11S 1021, tested per ASTM E8 -93, signed and sealed by Peter G. Read, P.E. 8.3.3 Tensile Test Report from HETI, Project IfI - IETI 94 -T26a dated 10/03/94 for Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E. 8.3.4 Certified Tensile Test Report by QC Metallurgical, Report No. 5FM -1307 dated 6/14/95 for 0.063" x 5025 aluminum alloy. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis, dated 7/11/95, pages I through 23, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details/conditions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. 8.4.3 Calculations for revised anchor schedule and revised storm panel schedule, dated 06/1 3/96, pages 1 through 30, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.4 Calculations for 0.063" aluminum storm panels, dated 05/06/97, pages 1 through 36, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.I. 8.4.5 Anchor calculations, dated 06/10/97, pages 1 through 10, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. -2d- Helmy A.'iakar, P.E.- Plans Examiner Product Control Division Hurst Awning Co., Inc. 2. ACCEPTANCE NO.: 97- 0620.01 ',Uj01991 JUL_ 1 2000 APPROVED EXPIRES NOTICE 01? ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stale, and the following statement: "Dade County Product Control Approval ", or as specifically slated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall he done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. Items 10, 11 & 12 listed below only apply tuIazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" Irons each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall he used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. :NI) (11; TIIIS ACCEPTANCE: . t. ..... lIelmy A. Makar, P.F.- Plans Examiner I'rndiict Control Division Ct 11 ='0)OU t+• ..( II t 01 4.11(];,/ l 7 118 . -1 `4) 1 11- -- 0---111/ I I O "Ut' HEADER SCALE 3 = 1_0 •• 090 YPI FULL PANEL R 750 AI 1 1 1 C _/ _ 7 :)IRE 1. 1 111'1 TRACK SC ALE 3 e 1 0.. 4700 COVERAGE U 50 31) l 1.60 1.011170111 AL R¢ . a l LIG C.PIInl,t.l 7 118 PPC.u( 1 04•:110 LOP 1 •011 AI. •C1 • 11:1111 O STORM PANEL SCALE • 3 ' 175 r' • P. S 00 H•• O ANGLE SCALE 3" = WINGNUT `-•C ALL HALF SIZE i(LEll!'AL! (fd L(5 1 I(115 SIIU(iER 511 51E D( SIC)NED IN Al( ORDA,1(1- w1111 1111 south FL ORIDA D(IILOItlG (04)1. 1991. 1011100 ? POS111V( AND NEGATIVE DE SIGN PRESSURE CALCUL A11005 SHALL 0f PE11-0R /1ED 109 SPECIFIC JUGS 111 A(CORDAVCE W1 - 11 A5CE 7 -88 1H11(IHUr/ DESIGN LOADS 109 04)4101(44)5 AN0 ((0(4(0 S !RUC T UR E S" 3 500RN 1'ANE1S SHALL B( 20 GAUGE STEEL. (4 • •015 C0IJ 0RHIHG TO ASIPI A446. 5 TRU( OUAI Y, i(1AOE D- WITH A HIN FF = 59 HSI. GAL V An1IE() IN IN A((ORCANCE WIN( AS144 660 EY: T RLJSIONS S11•LL BE 606) -16 ALUMINUM, u 0I/ 4 1'1141(((4( • 1&RI(910S S(1 All Of 1.1111110 17" OF CND END OF 111( P• NEl w1111 A 1 4 14 4111 0 1 OF 0141 (1 PER PANEL A11D SHALL 81 Pt1lMAII (4.01510 AS POLL 054 NURST AWNING CO.. INC. TRANI. FL DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL DUET; At10 WASHERS SHALL BE GA1 VA1117(D OR SI AUK( SS F. (EEL Wllll A H Fy . 331(5408 1PPRO'7E0 COATED IiARDWAR(_ 6 MA IERIAL SPE((FCAIIONS 11011) HEREIN ARE - HE M•1117F A( - S NEPR(SEIIT A ( ION Of ICD(/ USED RI PRODUCT TE511NG 7 70P E 11011041 DETAILS SHOWN HAY BE I3IER(11ANGE0 AS 11EL0 C00101113tIS DIE lAT( PANELS HAY 81 MOUulCD HORIZOIJl ALLY WHERE APPLIiA8LE 100 (Yp(1 TYPE U PANELS. AN OPT ONAL 1 • 1 - • 16 G4 511El 34.11 MAY BE USED 10 (ON0031 °EFLECTION Of 510110 PANEL SYST(11 ON 1115 A.1I110S 8150(/ 3) ABOVI GRADE. PROVIDE) 1NA! 154E PANEL 5 'ANS USED APE 101" 301455. AND 1(4•f 4111 Sips 3A TION(RUH Lil ASS IS 7' OR No91 BUT LESS THAN 7. 5 9 1 104 4 L 1 PAt1415 SNAIL BE f AS TINE Al MIDSPAII W/ 171 - 70 • 1" 00115 •1(1 0(( (A51 ALUHPI4)11 6/ ASMERE( WINGNUrS OP. JA(HNUTS (SEE 1 YPICAL ((EVA1401154 f OR PANES SPARS 5155 1144.11 L) HIDSP AN 11 .51E11E05 ARE NQT REQUIRED TYPE 1 E 11 PANE( S 1JHU7(N6 • STEEL 0•11 SHAM BE F AS 1ENE0 Al O"ERL APS Al tafSP AN TD A r . 1 . 1(. GA11GE' 5 1 E I L BAR USING 1 4 5 - 7 0 • 1 V 7 - BOl T< (/1111 0(1 LJ.St AL (41104111 WA54(1 LIFO w016NU15 DR TAT ANN I S 15E( 110444.1 (LE V 41 404(54 F OR 1 (P( In l IV 1 S. F A;IEI ((FS AI PAINT 100504.0 •RE (401 REGu1REO 1 0 I HE D ( I A 1 5 AN(, 5P( ( ( F I T A 110((S 511111•04 HEREIN 8(51(1451(44 1 1 1 ! PRODLI: I S 1151((1 inn u li' A(1 ( Y(1,1( ••0 UNIF OHM 511111( AIR PRESSURE I(SIND, ( 1( C Atl(( Wi M LAD( (RUN'( PROf0( (11.5 PA 701,7(7 *4141 701 OEt10N IS • ASE00N HURRICANE (NGlt1E(RINO 4. T(STINO (METT) REPORT N• 91 -3174. No /l -)ob. NF 16-5010- AN0 CONS TRUE TION A330 TESTING CORPORATION I(T(1 REPORT No 15 -011. 1S -031. 9( -00$R. Al l(•S( (1,11 Y „am( NO14 PER OP(01440 511AI 1 8E PI A11O 111 A (0NSP1(1)0115 I n1 • (IRN (RI •H1 01 I rlt l0r(PON(r(T5 Of 11(4 St 0R11 ('•4115 5'1 APVISU(1, 1 (4 (10111 0WN(QOR I(1(•rl1 1(14. (11( 5.000 I'A41E4 5 w11.: NOI (IF 4(111wDPH •14f 1 ' 1 1 4 ) 1 4 1 1 , 9 1 1 (401 ( 5 t . 1 1 11 1 P 4 1 0 N ( I ( ( ( , 001 15 4 1 1 1 1 4, 4 0 1.1!. 8 ( 1 : ('110P(11•. 1 ( 11 5 ( 5. 4 . 1 4 4 ••••• t 1111 U1011111 0 .1,,1111(,(•(.11 \114.11 111 ( .•5(1 •((1 w• p( (4.1.11(114 •1111(` "'1 1 1. 1111 •('.'('1 411 O ANGLE SCALE 3 = 1 -0 • ' 8a HALF PANEL ONE HALF PANEL P(13 OPENIr1i HAY BE USED AS REOUIREO 10 COvER 0PENNI• .175 E YP 7 00 a 1)8 1 r ACRCSS FLATS L Z D tl f,AU(0 AA 1 WASHERED NUT SCALE HALF SIZE NOTE 341.511E0E0 NUE (1051 OE PLACED OVEF NAOROW PORT ON OF KE 'MOLE SLOT ( X15 51(111('1111( ao c 09) JYP 700 1 O STUDDED ANGLE SCALE 3 • 1-0" L 1r.i 1 I I SPRING LOCKING CLIP (1" WIDE) SCALE 3' • 1' 0' SCALE • 1 • 1' 0" "h" HEADER SCALE • 3•' = 1 - V1 -70 •) /L` HA(IUN( SCP-fW STUD PUN( 1E0 INTO ANGL( (SEE DETAILS FOR 504.((1161 1.00 - -_ ¶D 16 6/5 STEEL BAR SCALE 3•' = 1-0•' (WITH 171' • 1 -5 /6• SILL TRACK 5501 (® 6 0 (1 OvERI AP FA5(E4EFIS 1(0 154E 1101E K 8) - -' -- A(lltl ANGLE CLOSIIRI P(EC1 1 • 7 - • 055 (1111 10 7 • 5' • 055' 0 n R 751 0 r •J 4 tA 2 J 4 2 O a O Z a 0 4 I/1. H•0 1 i Y P ' 1/L 1140 - EE N510 FAS 1( HER (617 ((( FRR UE 11 35, l on U5 IE S 5 (41.41 O 11 EOU A1. 1011-0 PSF l (LA l( F op of SI,r11(( 0S 0 • 1(11 Tn4.N 1,.LP5( (541 AN4(4(4(1 :•:,(10(414 FOR AN( 8 ( ( ( F I ♦Fllf Ar11''(I((( WWI F. UNI, 1(111 ED I IP(RP (0 PACIEL 5P A111 [-- 1OP 000111 ry SC( IION OVER/ AP 1AS TENERS L OPTIONAL BAR I5EE PI AN VIEW 3. NOTES 8 1 SI TYPICAL ELEVATION - TYPE I WIDTH 111154)( - ut E O (0(9P T(1 PANEL 5'•1(1 r'� r- ) 17' IT (P4 (YPICAL ELEVATION - TYPE III ") 1 _ 1 0L T S f7EOUIRED 13 (101(^_ PANEL SEAMS (efFTHEP FOR THIS MOUNTING CONDL)ION I PLAN VIEW SfAl SE; 11011 1 1/; : 1 P(•• VIEW Dor rpm MOUNT 1 CP Mourn PL•N VIEVI 1307 T(1H F10UN) '5 •_ V J 4(0 IOPf1O1IALI • 511 1 ',PI( AL Elf V • 11001 i •011 8 1 9 APPROVED AS C PE SUUTH DUI( • D IiAfEr { ICY 19 _!40 PRODUCE CoNInuI OIV!SIUU Illlll lllhf, COFIE COMPLIANCI. 01 [ICI 4CCI1'FAtu1 111)'7 -06.0m ,0?_ F 2 11 Y1 • ( 11l 8(44.4 E Cl 05U0i PIE ( Il G IYIIH 41(rs . 1 NG COD[ WWI t• Wait-1114 1 IP(FP 10 :'•11`..L SPAr4I I OC HOLIH 1 I -4- 54C 1(1M o PL Ara VIE W r I t rt.'""7".".;":"""'".4.7--- U -- i BOT ((1M HOUN1 (PI L01 /(RLAPFASI(NE/7S L 0.. TlO'1AL BAR (5EE PL AN v1EW a ND TES B A. 91 TYPICAL ELEVATION - TYPE II 14(D1(1 IJIILIHI7`_ IP(80 10 PANEL S SEC 110(4 430 !CP HOLM T TYPICAL ELEVATION - TYPE IV (NO E.OL1S REOulPEG TO FIOt.O ) AMEL SEAMS TOGETHER FOR Ti-HS NOUN TING CONDITIOr1 SNEAK E ASIEIJER (a 17 - 0( FOR DESI 10605 LESS t,AN OR EQUAL EC 11.0 P S F L (A f" 0 C FOR OE S I ON L 0 4 05 GREATER THAI. 11.0 P 51 SEE ANCHOR SCH(0UL! f0R ANY ACCEPTABLE ANCHOR 1 - TOP 0101,1011 01.441 VIEW RO ;I )Et,11) EW F E) Aci:Eri MILF r .�.y�11 DF�_QS- ig_I Ily F L • L' E' ( O U 4 Q O 2 t 4 () O u J ^ 0 : - - O P N'A n 0 • Z .. 3 N a - X 0111 2 112 710 1,1 . kJ co .. 4.: N co 9 9 i 151.1•1 I of It .1 0 4 a n 0 1.) Z _1 • 4 2 0 44 rc 4 A 1T • A v IS � 8S •••011 1 ' 1 I de v It I: � Iw f P, 95 -331 • 1. GL ASS u S (E ti" SEPARA F RIIM ra /.SS Stiff Out - -- 01. A 55 115. 000R ---- 0 0 W OR 0008 - SCE 11111 SE PARA 5100 FROM GE Ass SCHEDULE Leo n 1 - 1 M(.0 1 ANGLE TO WALL DE TAIL (11010 IT) 01 ANGLE TO WALT DETAIL . 1 5 : . 1 1 ( : ' 1 P • 1■381 ' (1151(11, F A S T E N E R ISf( •1.(I 5(' (DUt El I YP 108 1 DOT IOM 1. 0111 E XIS I WG SIRUC TITRE O A WALL MOUNT SECTION SALE 3" _ 1 0 " - WOOD FRAMING 1111510N FASTENER ISEE ANCHOR SCHEDULE .I I' /P 100 L RIOT 504 WOOD 5(1. 011110 51 *11 1 1 - Il ( ONT 1n PANEL TO ANGLE DETAIL 1 /1" NAX PANEL TO ANGLE DETAIL WALL MOUNT SECTION 1/5 IIAX 1/ - -20 ti *C111N( eot. 1 w1NGt(U:U OR W•SHENED NU) Da 1'1. 6" 0 C FOR TYPE 1 L 1108 (ID 12" 0 C FOP TYPE 111 1 IYP( IV SEC NOI SEPARATION 1800 (LASS SCHEDULE -\` 1 01. ASS OR DDC•R 151 -'0 MACHINE 8011 1. WINGNUTO OR wAir(EREC NUT :0• FL 6" 0 FOR IYP( 1 5 110(3 @ 12 0( FON 1 YIE III L ( YPE IV .0111M AMMO N c 1 ` Z EMOEDN(.M1 tI(11( SI. ALL 3' 1 .0' (.18E0 IT YP I SEE FUN SEPAR• 11011 F 11 011 GLASS SC OE DuLE G1. • 55 OR 00011 116 C - SCALE + 3 - = CEILING /INSIDE MOUNT SECTION .4 I COOL OIS 1 a J_ -_ w A v I A ( - 2 ' . F" P T W UOD CON( THIS Of IAY. OA 01 05E0 • T Op OP 801 1014 Of Ar/E E 001. 015 1 • 5 (0115. 110 ( USE Of 1 M (11 Cur 15 1 tri11EU 10 , 12 PST C- SHEAR (ASI(IIFR ISEE •1(140(3 5(11(0 IYP hip 1. B 011DH 1/5"0 k I -1 /l" 5 5 L lm 12' O(. W; 1_1/5 PEN( Alt0I1 INTO .4000 CU 0 2. I /' • 1 -1/5" 5 5 L AG SCR(,,, l 24 -' 0. VIA 1 •1/ 1- 1/5 PENEIRA 1IOtl 1(1 (FETTER OF 5T005 WALL MOUNT SECTION (BOTTOM) E x 51 Rut IUR( 1 /l' MA 20 MA(11 0011 1 WINGNUTO OR WASNEREO NUT 6sl (a 6. 01 r TYPE 1 L 11 OR (A 12 3 t. FOR T Y P E 11 L TYPE Iv _ (xlslu(G S I RU( 1uaE E XISTING S( RUC hill! GLA OR 0000 SEE MIN SEPARATION (REM GL ASS SO- EENJLE 1/1 -20 MACHINE BOLT T. wINGNUTO OR WASHEREO NTT 0 0 6 0.1 FOR TYPE 1 51105 (O 12" 0( FOR IYP( 111 1 IYp( IV SEE MIN SEPARA 11011 FROM ST•SS SCHEDULE - GLASS OR 00011 • .1 • OCON1 -� ()cow ITYP, • IOP L 801 IOM - l --- ( ✓ 1511111'. 5 1 1 1 1 1 5 1 1 1 1 1 111151033 1 •51( 1511 AN( II;IR SCI•E0U1 E1 I YP 100 1 (1011011 - Ek R IG ST flu (TWEE SCALE 3" _ :' -0' 0 TENSION 1 A5 (5115 P 155E 108 005114: 05 I A11 A ROVE I F( � - . 1.1511110 1511110 5 ft" J(t UP( ' FT Y P I WALL MOUNT SECTION (DIRECT MOUNT) - 1/5_50 MACNIN(. ell t Nut (a 12 O SI•001(3(0 ITYP, 10 t ROT 10111 - 0 4' 0 • SIDE (L 05181' 111 :'O 1511 81 Alt 110 w1 BUILD -OUT MOUNT SECTION - IENSIUF. FASTENER - USE (3•wl CALIA -1N, (LCD fE••LE - 'PANELF1A 5(' ELCO MALE TE ", 11■ EPDXY A1ICMOR OR WOOD BUSHING TENS101: FASTENER 5" 0 C. riAx FOR 1 YPE 1 1 11 711 12" C•( 111 Y FOP 1 YPE 111 t 1 YP( 14 IS(E ANCHOR SC1'EOIll.( F01) A11(I/OR SPE(SI FAS TEN(75 MUSE 01 LESS 1 NAN SCHEDULE SPACING 00 NOT 1)51 w11ERI SPACING IS LC SS 1115116" I /A -20 NA(F IN( 8051 1 WIN6I4110014 wASHERE, NOT (J s 6 01 FOR T Y*( I L 11 OR (a 1: 0: FOR TYPE (11 t TYPE IV PRODUCT RENEWED ACCEPTANCE No. Q7 - 1 z6 .a_6 EXPIRATION DATE ri 16.14 stt. By PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS CO 1 YING Willi DIE SOU II FLORID // ; IUI TRIG CODE DAi F. i • Z !' l'- 2 1996 BY __ PRODUCT 1 Dlv!SION OUILOING CODI. COMI'IIANCE OFFICE ACCIPIANCF NO q6 - 0509 1/1 HAx _L2 ( L c) 1I I J J 151 I N (4 11.1 ENEZ[VICH PROCESSIONAL ( HGINI (A / .._ Fl. Llc PE 00 Z 0 u r 9 5 -331 11.••1 3 •1 • -1996 POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN 1L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABCVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 40.0 50.0 5 - 0 7 2- I/2 1_1/1. -- R - S CONDITIONS W/ 2 -1/2 1 -1/7 12 - 0 5 0 N.A 3 -1/4 2 -1/7 • 7 2 -1/7 1 -1/1 8- 5 7 2 -1 /? 1 -5 /e 11 - 9 N A 3 - 1/1. 7. 1/1 60.0 MOUNT (m 6 O.C. MOUNT (A 17" 0.C. MOUNT p 12 O.C. IPSFI 8- S 2 2 -1 /? 1 -5/8 - - - 10 - 9 5 - 0 N 4 7 3 - 1/4 2 -1/7 1 -1 /1. 10.0 8- 5 2 2 -1/7 1 -3/4 9 - 11 N A 3 -1/1. 1 -1/7 2.1/4 - -- -- 1 - 1 /L -- - .'� 60.0 5 - 0 8 - 5 8-8 2 -1 /? 1 -7/8 9 - 3 N A -1/4 -_ - I/O 90.0 5 - 0 50.0 _3 2 -1/2 • - 1-1/1. 8 - 9 - 2 -1/2 1 -3/8 8 - 9 _ .. N:. 3 -1 /L 7 - -� 100.0 4 0 _ 2 7 -1/7 1-1/1. 6 - 0 ! 2 -1/2 1 - 3/8 8 - 3 - - 113 - L 1 2 -1/7 2 1100 0 - --- - - -- - --- •-- -- 2 - -1/2 1 -1lL 6 - 0 7 - I - - ]_1/J 2-1/2 1 - !/H t - 7 /fl 1200 L - 0 6 0 _ _ ._ --- 1 - 7 7 - 7.. 1/7 7-1/7 7. 1. /7 1.1/4. 1.3:8 1 . 7 / 8 -. _. AI ASS 00 1.)r1011 - -- 0 ( x1 9 1401 t URE N 511 11111 SI1' 1100 .. - -• . -- (11011 011 .S5 91( _... V (6)( 074) 1/0..20 110( 1011( 001 1 (1111 (ID 71 -- 0E0111 11 (P TOP L 8011011 E I 1 S 11111 A 1 1 1 1 1 1 + SCE AN(1)014 SL . . 11 051711 0E0 15f E 01 IA/TEA - 111 190E1 A11. PIAV et USED AT MP 011 0011 OM 01 PANII. TITADETTSOS&Ara201 HT USED 114 1 /1.. 0 414(111)17 60 I L WIIIGNUI ®OR WASIIE RED NUT (13) tit 6 -0( f00 190E 1 7 11 On Im 17 0 ( FOR TYPE 01 L 1 YPI. Iv /71, ALT. BUILD-OUT MOUNT SECTION TABLE 1 - STORM PANEL SCHEDULE 1 xIS11UG 5 7 8 4 7 7. 1 47 1) 1 I(NS1011 F•51FN(R 1SEE •NUI0P SCr2E0Ul t I G1•55 OR 0000 SEE Purl SEP FROM GE Ass SCIILDULE SCALE 3" = I' -0' n /1• 51141( ItenS" 0 7/4.. 70 t.A(l+Il 804 E WINGNUT 09 1,4AS11(RE (TUT Oa (4) 6 0R 1 YP( 1 7 11 On (6 17 (11 1 00 1 rot 111 E. 190( Iv U (TOT[ 17450E1 All .MAY e1 USED AI TOP OR ROT ION Of PANELS - F" 1101 LEG MAY RE R[v[RS[0 WALL MOUNT DETAIL 1. 1. 1I z 0 0 O N ( 01571/14 S TRUE IUnE NAT(. OESION 1040. • 72 05P SC ALE 3" - 0` TABLE 2 - MIN. SEPARATION FROM GLASS SCHEDULE N A - lull 41'1 I(A 001 - 41')5) 411 i I 1117 01.11 01 (1 J(Ill 1'11.111 10 TWO EA (al 6"( /C ALT. WALL MOUNT f . PROD( IC BUILDING C 13y 7E11510)7 FASIE(IER ISE( AN(1108 SUIEOUt. C1 PRODUCT RENEWED ACCEPTANCE Naq ! - 126g. Q -. EXPIRATION i)ATI;T: qq9 O I STORM PANEL 150 11. 5 - IL0- 13; - 130 175 - 170 - 115 - 110 - 105 -� 100 - 95 - 90 - 85 - 00 'ONTROI_ DIVISION UF, COMPLI 1 /1.70 S S 80( 041.44Nui (A PANEL 111USPAN OR (O S1 O C MAx 119 PI 1' • 2' . 175 :' 1118 10 L" . L' . 125' MAx (ONE 606) -16 ALUM. AIL ° ON 18 GAGE GAIN: SIEEL ANGLE STORM PANEL - O CORNER DETAIL J SC:.LE 3 1' -0" STORM PANEL SPAN vs. DESIGN LOAD DIAGRAM T YPE IV T YPE 1 L 11 1'(PE 10 - APPROVED AS COMPLYING VIIIII THE SOUTH FLORI A BUILDING CODE 0.11E �.1�I BY _ __ PROD TICICGNIROI DIVISION [WOOING COW COMPLIANCE OFTICE ACCEPIAIICE NO.- - (ri TYPE 1 ( YPE 11 ITPE ut l IV DESIGN LOAD- NEGATIVE (PSF) LO 50 60 10' 84 N c 0 N 4) a O 10 1 • t0.11 1 n -N .4 .: 0-a' a�- ll _ 2 ci 11 z 2 3 O- UT a 4' • N 7_ 7 0 z 61 95 -331 4 • 1 • q O 01 Z -• 4- 4 a • Z 0 In a a u ,t,.. I 1 o4 ! 20 GA. STEEL STORM PANEL STORM PANEL SPAN - INCHES SEE SzOom PANEL SC.COLH..1 CENERAL QE T YPE I TYPE 11 TYPE 111 TYPE IV FOR MOUNTING FOR MOUNTING FOR MOUNTING FOR MOUNTING CONDITIONS W/ CONDITIONS W/ CONDITIONS W/ CONDITIONS W/ "11" OR "U' HEADERS HEADERS 1. SILLS `8" OR "U" HEADERS HEADERS 1 SILLS NEGATIVE 6 58_15 USING STUDS, USING STUDS- BOLTS t. SILLS USING STUDS, USING STUOS, BOLTS DESIGN LOAD BOLTS OR DIRECT OR DIRECT MOUNT BOLTS OR DIRECT 011 DIRECT MOUNT w MOUNT CO 6" O.C. MOUNT (m 6 O.C. MOUNT (A 17" 0.C. MOUNT p 12 O.C. IPSFI 00118 00 OAR MO DOLTS 08 6A111111017. NO 00111 0R OAR 0(011 . NO 00411 OR GAR 110'0. Al r001P AM OVERLAPS AT ROWAN OVERLAPS AT ITOIPAN OY(01 A PS AT IOOSPAN OVERLAPS L min. L min. L min. L min. (FT -IN) (FT -IN)• IFT -IN) IFT -IN) 40.0 8-8 12 -0 8 -8 11 -6 4.5.0 _ 12 -0 8 -8 10- 10 50.0 _ 8-8 - -- 8 -8 - 11 - 9 8 - 0 10- 3 55.0 8- 6 - --.._ - 11 2 8 -8 9- 9 - - 60.0 8 - 0 ---._ - - - - 8 . 10 -9 8.8 9- 4 67.0 -- _ 8 10 - 6 8 - 8 9 - 3 65.0 8 - it ID - I. 8 - 8 9 - 0 70.0 8- 6 9- 11 8 -8 8 -8 77.0 0 - 1 . 9 - 9 R 7 8 -7 75.0 8 -0 9- 7 8_ 4 8 - 1. 60.0 7- 6 ' 8 B 1 8 1 - . 90.0 - (- 1 . 2 1 - 8 100.0 6 - 6 - _ S - 10 110.0 -- -- - - 120.0- - -- 5 '-___ --- --- 110.0 _ S - O 140.0 _ 150.0 160.0 r I 1 -I I I J i .. . t ,^ .1 •1 1 I ' 1 1 1 1 I I 1 170 0 180.0 1900 -- - 100 0 710 0 110 0 110 0 AI ASS 00 1.)r1011 - -- 0 ( x1 9 1401 t URE N 511 11111 SI1' 1100 .. - -• . -- (11011 011 .S5 91( _... V (6)( 074) 1/0..20 110( 1011( 001 1 (1111 (ID 71 -- 0E0111 11 (P TOP L 8011011 E I 1 S 11111 A 1 1 1 1 1 1 + SCE AN(1)014 SL . . 11 051711 0E0 15f E 01 IA/TEA - 111 190E1 A11. PIAV et USED AT MP 011 0011 OM 01 PANII. TITADETTSOS&Ara201 HT USED 114 1 /1.. 0 414(111)17 60 I L WIIIGNUI ®OR WASIIE RED NUT (13) tit 6 -0( f00 190E 1 7 11 On Im 17 0 ( FOR TYPE 01 L 1 YPI. Iv /71, ALT. BUILD-OUT MOUNT SECTION TABLE 1 - STORM PANEL SCHEDULE 1 xIS11UG 5 7 8 4 7 7. 1 47 1) 1 I(NS1011 F•51FN(R 1SEE •NUI0P SCr2E0Ul t I G1•55 OR 0000 SEE Purl SEP FROM GE Ass SCIILDULE SCALE 3" = I' -0' n /1• 51141( ItenS" 0 7/4.. 70 t.A(l+Il 804 E WINGNUT 09 1,4AS11(RE (TUT Oa (4) 6 0R 1 YP( 1 7 11 On (6 17 (11 1 00 1 rot 111 E. 190( Iv U (TOT[ 17450E1 All .MAY e1 USED AI TOP OR ROT ION Of PANELS - F" 1101 LEG MAY RE R[v[RS[0 WALL MOUNT DETAIL 1. 1. 1I z 0 0 O N ( 01571/14 S TRUE IUnE NAT(. OESION 1040. • 72 05P SC ALE 3" - 0` TABLE 2 - MIN. SEPARATION FROM GLASS SCHEDULE N A - lull 41'1 I(A 001 - 41')5) 411 i I 1117 01.11 01 (1 J(Ill 1'11.111 10 TWO EA (al 6"( /C ALT. WALL MOUNT f . PROD( IC BUILDING C 13y 7E11510)7 FASIE(IER ISE( AN(1108 SUIEOUt. C1 PRODUCT RENEWED ACCEPTANCE Naq ! - 126g. Q -. EXPIRATION i)ATI;T: qq9 O I STORM PANEL 150 11. 5 - IL0- 13; - 130 175 - 170 - 115 - 110 - 105 -� 100 - 95 - 90 - 85 - 00 'ONTROI_ DIVISION UF, COMPLI 1 /1.70 S S 80( 041.44Nui (A PANEL 111USPAN OR (O S1 O C MAx 119 PI 1' • 2' . 175 :' 1118 10 L" . L' . 125' MAx (ONE 606) -16 ALUM. AIL ° ON 18 GAGE GAIN: SIEEL ANGLE STORM PANEL - O CORNER DETAIL J SC:.LE 3 1' -0" STORM PANEL SPAN vs. DESIGN LOAD DIAGRAM T YPE IV T YPE 1 L 11 1'(PE 10 - APPROVED AS COMPLYING VIIIII THE SOUTH FLORI A BUILDING CODE 0.11E �.1�I BY _ __ PROD TICICGNIROI DIVISION [WOOING COW COMPLIANCE OFTICE ACCEPIAIICE NO.- - (ri TYPE 1 ( YPE 11 ITPE ut l IV DESIGN LOAD- NEGATIVE (PSF) LO 50 60 10' 84 N c 0 N 4) a O 10 1 • t0.11 1 n -N .4 .: 0-a' a�- ll _ 2 ci 11 z 2 3 O- UT a 4' • N 7_ 7 0 z 61 95 -331 4 • 1 • q O 01 Z -• 4- 4 a • Z 0 In a a u ,t,.. I 1 o4 ! 20 GA. STEEL STORM PANEL STORM PANEL SPAN - INCHES SEE SzOom PANEL SC.COLH..1 CENERAL QE • � � A s Wit" Wit" ANCHOR SCHEDULE LOADS 1124 /SS SI :ATA SPACl/1G 2 4E06161(3 OIPED iOR v•P10U5 OE 51G° ANCHOR TYPE NEG. LOAD IM/I PSF r4::• 3aru nags 7NI l S1 X 3 ANCHOR TYPE NEG. LOAD (WI PSF 2" EDGE 015E0 3" EDGE DISTANCE - SPAN (Li FT. SPAN ILI FT. • -4 � •.. WINIMPAIPAI wimiammi_e„ © � � ® � 1.. Iv Aun.01. •./10. w r • ,, 1 • 1 0.11. Itr II MOLLO W BOCK •• • v „w•01• 14•HA0 •.• VI (•1.1 D•fY1 01111i11141. ' 4:1' . 11 II )w r f) /L• N -. I •N•.r III �I® I mo � I � MI II Pl1 II I I •w.rr �• ��• �AI M •n•.r VAPII ':::•'. II I II �WCM 1 • • IIII 1t II ® C Mit � � I MI • /•'• •1H 1(330 /1 •O it E! •61(4103 •61(4103 MI f- 1 /A fl N/1 eN•lOSf of ‘ n•. r f 1 /s1 Na. 1• 611.3 r MI I ,t S . 11 I M� 13 I7 /I/I .,!.7' " 6:633 .../r M 1,41 v.- III III miI M� ® /Id ®III / �I�II 3 3 III t I1 MINIM! MII I I I. 3-•'S 3 1AN•C •••••• v/1•V•-(.S (NHOMNS •,L r ` l A T •11.33 I II®III®� M 14:i •. 1--� N.. JN••t1 �I (4 6(3•33 / u. MPEI N / 1)/ - R ' I 1: _ p 1/• 0.10 (•1•... 1.•_nst •["w• aAf to ate (3013.• , n • •• It 11 f0 1 • 0 1 III 12 11 •5• 11 /• 11 / t/ - 17 q Il ' 1 rl U 13 •L• / • ie7Et �'' ® Mill 'J Pt • • w :: r Ili ��IL.E III '� ® 011111 1• w• e _ .- '• tee! �b 1) O �DMI M III M M� I �� 1:6.36 • N•. r /..-01“17 •lr•ul -. -•n (3.11-4./ Iv1"w10 [•v rl\ • • s.111 IMI II 1 -)0 t f n •rWN SCi(M t I � .SIC •• 0 .1 (1 {)PS. 1.1•K e l • H I 41 •S• 'N•• • % % t ' f 1! Je! w� w ,� ® .id • N.. • M - I �I � �' ' •,....< 1)• •S• Nat •Farr �E���/ rilill Mks N• ` • ®, j ) 1: It w A • /ri 13.•• [•(OM ASS - PAW 1••• 1 •SID- 11 fa' •014 (•vi •1 fn-r` III IJ rsr • -• 1l I�E��' Mill «..D \ u•_•••••••••t wig,/ Ltuo v3 v•SWMD .1.10..„ OA to • 1..10 3•••• • • rS' .r I® I e s 1} .1 1( u te0.4 I �I I ' ' 4 '1 17 • u MI II / ® � \ .111114 I 1(3 66: I I wpm I f l a :l r K A • 3 • II 1 .3 moms= U ® ®III Mi wIpm >-. '7 • a1 n •• ■ a_e\ [3033 •1•c•o. v/ / LS N•CN.A Slag, •e •L• LT VI 1_1/.'31.. 1N 810 LI.Ar I 1,0 /L• N•. MIMII vM • = 14::3 i ®tee •4.P.- IMIET111 IIIMAI 1.••53 I ' . [!/._ F•SI EN(O ANCHOR SCHEDULE • ( � 10.01110(.1151 *OUS0) LOAUSIuICH _J SP•(IIIG MOS/W(O FOP V• rlOUS OS SIGN ANCHOR TYPE NEG. LOAD IM/I PSF r4::• ANCHOR TYPE NEG. LOAD /WI PSF 2 " EDGE DISTANCE 3" [DOE DISTANCE SPAN ILI FT. SPAN ILI F -n. .• MILMIV Ipp If II • -4 � •.. WINIMPAIPAI •.0 1 -a •.r I •• • CONCRE-E • 1.. Iv Aun.01. •./10. w r • ,, 1 • 1 0.11. Itr ‘:"%%' ' 4:1' . • 11 )w r Ani 1 l' M� ®® MIM III I �I® I mo � I � MI •I Pt• w• r I • •w.rr I 11 �_. • vt 1•• =. tr1• :Vr VAPII • (364 3 ® � I MM �' MI NAr• 3' •• �� 1.-14 .t. �II " 6:633 larig® I M� ® /Id I Pral ��. •,, ••• w•04 34(3.1 M•• -3• v. 1.1.6" r•W In /(IPII.• '11 I I ��M �Li l A T �M l MOM l • r r)1•:f, I I (4 6(3•33 III 1: 1 : I u MPEI N / 1)/ - R ' I 1: _ p • { 4 • MPAN II IJ It -MI� /I I 11• /S• ' '• V( • ••, 0.0... Pf A.•(nl t v ' . O • /0 tZ..1...1%0 1` �' 1 1(.' _ • - Sir,. _ _ .• • 13• • - • 3: • 1: . 1) „- •J 11 / t/ 1 11 •) q Il II rl U 13 •L• I. •) I •) 11 ® •t N • I • ) 1� • '� ® ®I u- -,. IM� � I I® •1 \ 1 ,- ( -r• I© II pm o &Lit! II y _ Liggil r 1 -)0 t f n •rWN SCi(M t I � .SIC •• 0 .1 (1 {)PS. 1.1•K rp IJ •1 1t O ® ® N U V S ,1'• 1 w� w ,� ® 1 � 11• a • It• 6 '3 •1 I �I � IO ' I � • ♦ 1) I ' --it • (0 (( •.•.11 II v/ . ,,•-... 1.11f O.Ifn1 11.1' S •• (••t •t •t 1 ..• _)\t i w -waf [Af" �.,1.,� • „•yi ••/t• .I• 1t 11 •J PS• H•r. IM I "" .. I I S r.• I� I C � 0 • PM� 11 It It IJ rsr 11•/4.• N.0 I �MIMI I I N IS ' N I It IJ )i It (• • • f000 ••.......•„ ' •..... .1.I- 13.10 1 -w.l • 11 r1 1•alo s 1.._I(.••I,A1 SCAtN Sum./ 0..0011 1. fl N• �Y w r ■, - •7 t: 1: s � .1 AV „At le • _ N • • I� ..... ® 1� H •.mOr3U1 I1. ....A...100(0 .411 p ., y.' �:: ��� ice 1,0 /L• N•. MIMII 1 1 " 1 ". M• ANCHOR NOTES, 1 HIIIIMUN EHpC Ot1Er1T AI :;) [Ora O *SI Ay1(1• C_UU(S WALL FINISH OR 51 UCCC ? AN(HORS SHALL 61 R )STALLEDA A(CORG tic E W *T0 FIANUFAC TURER R EC OM HE t10A1 111 10 3 WI ICRE E YISTsll STRUCTURE 15 SHOWN A5 CONCRETE. fT Y: FOR PR ONLY EX•�TING STRUCTURE 1 FIE CONCRETE. HOLLOM) BLOCK, OR Wool FRAMING REFEN(NCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE OASES) ON TYPE OF E)LIS I ING S1RUC TORE • HA(IpNE SCP.EWS SHALL HAVE A FUNIHUN OF 1:?•(NGAGEHELI pF 1HRE ADS IN (3•SE ANCHOR AN0 F141 HAVE El1NER A PAN NE•O. 101)55 NE AO. 00 WAFER NEA01510E14 ALK 004.11. 0011 5 WI•E RE (Y.IS TANG SI RUC TURF IS WOUn Ft1AHING, 41(101) FRAMING CONDITIONS v ANN' FIELD VE•IIr• Y 18.1.1 F ASTENERS AFL FR A H 11110 ADE011.t TE W000 FRAMING t1EM3E RS, NOT PLYWOOL F AST 0 10 RI_ •• *5 ACCEPT RULE ON1Y 10 5I01 IND 6 F ∎4 1RE LAG SCR(WS F ASTEN 1S) NARROW FACE 01 Stu[) FR 4111NG, F•S TE ryFU 5 1*11 BE LOC• IEO .11 (EN1ER OF 14000 S TUD T). EDGE OISIACCE. IS A((10140L( F0F 4.000 FRAM1r1G • REQUIRED FOR DIREC MOUtIT 02 6' 00 11" (1 C SPACING ONLY SPACINGS SHALL 1101 EXCEED V ALUE SPECIFIED 111 ANCNnA SCFIEDULE 61 A = 00 N01 US( ANCHOR PRODUCT RENEWED ACCEPTANCE No.g1- ions ?. A.6 EXPI TION DATE i 8. :+ il l� . By C PRODUCT 0 NTROI_ DIVISION 13UU.DING CURE COMPLIANCE OFFICE APPROVLU AS Ct YING WISH MILE S011111 FLORIDA I DINE CODS DAILqu 1 , . 1996 DY______� ___.... _ _ PNODUC I N ROL DIV!S:OtI HUILDING CDDI COMPIIANCI U I ICE. ACCEPIANCL NO.'I(' - ?O_!•�� Li z 0 u • 0 2 1 O 1 11 WINNissimwsmso I/11•• kJ Z Z u 1 . i _ W • 2 U 0 • 2'•.. r (4 an r O a • c 4 ci V o n N z w n N Y " L n or. J 4 Y -oE O IO V V 010 i s 1 0 v S p •l■ 003 tot N f• V.J. K E PRII3 ES f1A1 CH NGINI E P 1996 iA. STEEL GENE PE vlSiON 3. ASSOCIATES GENEk AL RE V■SION r ., ANCHOR SCHEDULE -� \1 •• S1( NiUS 11/ G REOIn A( O2ORII•R *OUS0) LOAUSIuICH _J _ 1 3ant)nals ONILS7X3 ANCHOR TYPE NEG. LOAD IM/I PSF r4::• 2" EDGE DISTANCE 3• EDGE DISTANCE SPAN 1L) FT. SPAN ILI FT. .., 3 . 4 ..•. w . II • t n•• �I ... .. a.e 1. •••• .I•• M �I •.s - •• N•• 11 • 000^ 1•) NY`1[111 ./I/ fWIMI "1 'LT MIMI •• • II® MI m mom we m III 11 11 •N•.r II m- m ® II® m�II -Am _ •• 13(0 • • T - 8. • Nw f n taw., ( N/1' I [ •v1•IS IIa _t\ f • «\[8.8.51 31 .1v • ln.rr S, a• � II I/I IIII Mragt:MIIMIIMIIMMILIM III lid -��� •1 ••3• NY 17 /L• 3 S. r• 363(3. 6«.40.4 • , {..A •+GOO .Y (• +I • N•l•/! t1 //u SI Pf• NA. II �II E ® MI III I IMININOMMOMIIMEMEI IMIIMIIMIREIIMMTIIMI � I MM �' MI NAr• 3' •• 'LP!' 1.-14 .t. ANCHOR NOTES, 1 HIIIIMUN EHpC Ot1Er1T AI :;) [Ora O *SI Ay1(1• C_UU(S WALL FINISH OR 51 UCCC ? AN(HORS SHALL 61 R )STALLEDA A(CORG tic E W *T0 FIANUFAC TURER R EC OM HE t10A1 111 10 3 WI ICRE E YISTsll STRUCTURE 15 SHOWN A5 CONCRETE. fT Y: FOR PR ONLY EX•�TING STRUCTURE 1 FIE CONCRETE. HOLLOM) BLOCK, OR Wool FRAMING REFEN(NCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE OASES) ON TYPE OF E)LIS I ING S1RUC TORE • HA(IpNE SCP.EWS SHALL HAVE A FUNIHUN OF 1:?•(NGAGEHELI pF 1HRE ADS IN (3•SE ANCHOR AN0 F141 HAVE El1NER A PAN NE•O. 101)55 NE AO. 00 WAFER NEA01510E14 ALK 004.11. 0011 5 WI•E RE (Y.IS TANG SI RUC TURF IS WOUn Ft1AHING, 41(101) FRAMING CONDITIONS v ANN' FIELD VE•IIr• Y 18.1.1 F ASTENERS AFL FR A H 11110 ADE011.t TE W000 FRAMING t1EM3E RS, NOT PLYWOOL F AST 0 10 RI_ •• *5 ACCEPT RULE ON1Y 10 5I01 IND 6 F ∎4 1RE LAG SCR(WS F ASTEN 1S) NARROW FACE 01 Stu[) FR 4111NG, F•S TE ryFU 5 1*11 BE LOC• IEO .11 (EN1ER OF 14000 S TUD T). EDGE OISIACCE. IS A((10140L( F0F 4.000 FRAM1r1G • REQUIRED FOR DIREC MOUtIT 02 6' 00 11" (1 C SPACING ONLY SPACINGS SHALL 1101 EXCEED V ALUE SPECIFIED 111 ANCNnA SCFIEDULE 61 A = 00 N01 US( ANCHOR PRODUCT RENEWED ACCEPTANCE No.g1- ions ?. A.6 EXPI TION DATE i 8. :+ il l� . By C PRODUCT 0 NTROI_ DIVISION 13UU.DING CURE COMPLIANCE OFFICE APPROVLU AS Ct YING WISH MILE S011111 FLORIDA I DINE CODS DAILqu 1 , . 1996 DY______� ___.... _ _ PNODUC I N ROL DIV!S:OtI HUILDING CDDI COMPIIANCI U I ICE. ACCEPIANCL NO.'I(' - ?O_!•�� Li z 0 u • 0 2 1 O 1 11 WINNissimwsmso I/11•• kJ Z Z u 1 . i _ W • 2 U 0 • 2'•.. r (4 an r O a • c 4 ci V o n N z w n N Y " L n or. J 4 Y -oE O IO V V 010 i s 1 0 v S p •l■ 003 tot N f• V.J. K E PRII3 ES f1A1 CH NGINI E P 1996 iA. STEEL GENE PE vlSiON 3. ASSOCIATES GENEk AL RE V■SION 1W0 v4• • wont) L•G MR( WS p 74' 01 NAY US( 314d A11(I10N (•1 )L O( MAX 101* SP•IIS WHALER THAN OR EOUAL (O (0111 2 • 6 • US" ALUM p1611 (•1 w000 rgNOCR Ot 1 wECN 1RUSS(S CO 7 - • 7'. 091 - ALUM S1 OD AT/CAI - ----� 1/L -70 11■Lflltl( 001.1 L mot:Nut 1° OR N ASH( ITEO •� No ;r (&>61 a' 0 (DR 1YPE 1 1 0 (11 (d 15"11.8 FOR I YP( 61 1. I YP( IV 7" • L•- • we" (0811 ` 3/8' PLYWOOD AI.U(1 TUpE 16063-161 • K O SOFFIT CONNECTION DETAIL SCALE 3 = 1"-0" ( 1 (WAS DESIGN LOAD • 12 PSF1 1,1 WOOU *001 IRUSS 011 FRAMING ME111ER •IL S*'IS BETWEEN 1RUS5E5 'STUCCO 11111511OR PL YNOUO SOF fir 1/L" MAX •F1AX I /9' TILE 11441511t14 TONAL ' -- -- ( /L'o RAWL CALK -IN fa 5" O(. WI IH 7/6" MIN Et18 IN CONE OR HOLLOW BLOCK OR 1/4' L SCREW Col 12 O.( w/ 1 - (/7" MIN (HB. W WOOD /7 "• 1 HRUBOLT (a (7' 4/L RAWL CALK -10 CB 12" WC w/ 7/0" H1t4 EMB IN CONC. OR HOLLOW 610( K W/ 1 /L -20 MACHINE SCR( W OR 1 /1. (AG SCREW Q174' tl( W/ 1 -(/7- MIN (NB. IN WOOD — OS 1' • 1 " CON1 *LW) ANGLE 6061 - 16 111A• CIESNIN 1 061) r 1? PSF) 0 N 'PASS THRU" DETAIL S CALE 3 • 1 -0 0 7' • 2" 1 093 - ALUM SAID ANGLE 1 /4 20r1AEMINE 80E1 1 WIt /GNUIO OR W• St IERE0 NUT 0 p 6' O.0 FOR 1 YPE 1 L 11 08 (1411" 0.1 FOR TYPE R & TYPE IV 1810 - 3/16'' 6061 -T6 ALUM. POP 80 /1(0 (d 12 0C Iwo I/. • *4000 LAG SCREWS p la' 01 MAX PANE' SPAN • S' 6" USE 3.0 •N(r1On 00 7L O( MAK 1011 SPANS WIC* 1HAN OR EOUAI 10 S' -6 r'. 4 - . L° I "• 6 - .7" • 6 • .062 CONE ALUM 1U81 16061 -161 MIL SMS p 17'" 01. PRODUCT RENEWED ACCEPTANCE No. Girl. 17J)9. ()J• /; EXPII(AIIUN DAEET — t 9 9 �Y jjt..(.... /2 PC %- PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFI,f i L -- 11- TAX DESIGN LOAD • 77 0011 T. SOFFIT CONNECTION DETAIL SCALE 3" = 1' -0 L3Q-1($ IN'S 0E1 AIL HAY BE 110E0 AT 10P OR 00 F /OH OF PANE L 'HAY DESIGN LOA° • 12 P5 /I O O EDGE MOUNT DETAIL SC AI. f. 1' • 1 0 —0 1/4 -20 H8(INNE 6017 L - WINGFIUIOOn WAS4ER(O NUT (. (i 6 O( (OR I YP( I L P OR p t ?' 0( 1Oa T YP( a L TYPI IV • 2" . 093 - STUDDCO ANGLE 0 7" . 3 . 1 /(1" OR 7" 11 5 • 1111" 6061-16 ALUM. ANGLE 0 2` r I' . 1/B 10 2 • 0 • 1/e'• 6061- 1 6 ALUM AN411 w/ 1/4"0 STUD p 17' 0 C.. OP TIDi /1L 174 -20 0.5 M•(H1441 S(R(w AND 1/4 • RAWL (*LK -IN p 6 0.1 W/ 7/6" MIN. 1,16. 1H CONC. ONLY - w0001100f IRUSS OR FRAM1,4 3 FIE HOER O W 10 SIU(CO fow S11 OR PLYWOJO 5011(1 A((E S5 11041 If YPl vt" MA NQjj$ 1105 MAY 8E USED AT 10P OR 80110n Of PANEL 1MA • DESIGN 1. 0A0 . 17 PSF1 APPROVE SOUTH F DATE BY _ — .4 — 5/16" •RAWL CALK -IN (d S' O.(. V/ 5/16 -16 /LACHIt1E SCREW W/ 1" 71414 (11810. IN10 00141 OR HOLLOW BLOCK 0 7 • S' ■ I/6 CONE ANW.E 6061-1 6 ALUM W/ Va "e SIUO(11 17" 0 EDGE MOUNT DETAIL SCAT( 3' : 1' -0 CH810 L_ COMPLYING WIIII 111E !DA BUILDING CODE / UST2_ 199 PRODII L..(OHIROL DIVISION 0U11DING CODE COMPLIANCE OFFICE ACCEPIAt,CE NO9i — S 0 OZ. (MA 0( 5(011 LOAD 77 11511 ANGLE BUILD -OUT SCALE . 3' = 1 -G 1/L -20 HA•IIJC SC R4W_ AN611 TO A1:GL( CONN(C T10N (6 11" 0. 1 /4- 2071ACHIRI 8011 1 WINGI1UT�6j Ina 84 A5 11E 64 11 NUT 6* p 6'' o `OR 1YP( 1 l E 04 8) 17"0( FOR 1111E 111 L 1 YP( Iv p 7' • 2' • 09•-' S)UODE0 ANGLE EM8E0 . -- -- -.— 1 /1r •n*8L ( AL.. IN(fl 6 0 N / 1/6 MIN (MB 181 (WI( 00 OR NOLL/3w BLOCK w/ U4-70 MA(18141 SCREW u 2 5 • H V 1 /4'• RAW( CALK - IN g 6" O(. N/ 1/L -70 MACHINC SCREW W/ 1 /0' MIN ENBEO INTO CONC. OR 101(0w BLOCK ITI/P Top L BOTTOM) 0 7 . • (/e' OR 2 . 5" • I /0" CON 1 ANGLE 6063 -16 ALUM 17 y TOP L00T EONS 140.1(S THIS, 0E1 All HAY at ((S(0 A lop OR 00110H Of PAN( I (H• O(SIGN LOAD 1 l2 P511 O ANGLE BUILD-OUT Q S ( r , 1 . ( 3 = 1 0 V r • 3' • 4 /4*" C011T *1161[ OR 2' • S • 1/6" AN6IE 6061 - •LUH w/ 1 /4" • T.RU.3011 TO MEAO(P (a 17' OC 114" MAX ro •••• 0 :A al 11. PE 1 1_l R El _ nLL • G 81 N t 1 a • t a a' r 5 5 5 0 ] 1 O n U L. v 6 E n L e 5.4 NC1 !IA 1V W d1 • O N T 11 a Ssl V 2 N •1 n 0) 4 u V.J. IIIIIMINIMIONIIII KHEVICH P81111001( NGmi E 1 ,•Q •I, 2 O N > a 4 a Z u f1. i '. •1., .1( If fl I I ._. I 95 ' 331 I '.1, t. • , • J' • 1 ItPS11 HA 1ER16L S T U C E 0 AND /0r1 PI YwOOO 2" • 2 . .055" 6063 -16 CONT AL1,tI HIRE 114"• RAwt CALK -IN Ca 6.. O.( w/ 1/6'• MIN (718(0 IN (DISCRETE UR HOLLOW BLOCK W/ 1 /C -70 HAClul1T SCREW 1/ "•1A6 45166 0( SIGFI TOAD / 1? PSTI O HEADER MOUNT DETAIL R S( ALE 3 = 1 " -0.. I1 . 7" 7' • 3" • OSS• 6061- 16 ALUH 1 vat 3" • 3•' 1 /1."51 RAWL CALK -IN W/ 1/0"M/4 EH8E0 551 CONC OR H01lOw BLOCK(5 01 not THIS OE 1 AIL MA r BE USED AT TOP OR ROT (OM OF PANES IINA* DESIGN 10AO • 12 PSFI t/1 tux r . 2" • .093 - STUDDED ANGLE 3/1 MALI +INE SCREW (A1 6•' 0 an • 7 z i 4 0. 4 2" 2" ALUM. TUBE BUILD -OUT . 1 0 1/1."41 114608061 (d 1?" O C 2 • 2" r 093" STUDDED ANGLE 1 /L - 70 MAC/11NE BOLT t wlNGNUl ®OR WASNEREO HOT Oat QO 6" 0 C FOR TYPE I t 11 OR (dl 1 ?" 0.0 FOR TYPE 111 1 TYPE IV 7 1/7" 1/6 "51 PAWL CALK -IN p 9•' O.C. W/ 1/0• MIN t1810 IN CONE OR HOT 1.014 81001 W/ 1/1 - 70 HAC•IIN( SCREW I11AX 0ESIGN LOAD • 72 PSFI ANGLE TO "U" HEADER BUILD -OUT SCJ.Lf • 3 "• 0' S /16'41 CALK -t)1 Col 0.1 W/ S/16 -18 MACINE SCREW W/ 1"71111, EMBED IN CONE OR HOLLOW BLOCK W/ 3.3/L " MIN 1104 (DGE 0IST r (XIS II7IG C 8 S - .1 r IL 1 /41 s 6063.16 ANGLE 111." MAX • A- O 114. -20 MACHINE 801I A WINGNUTO OR wASHr RED NUT 0 CI 6" C FOR T'VPE • 1. 11 OR (ol 1?" 0 C FOR T rPE 10 L TYPE IV 1 © 7 • 2 "• 093" STUDDED ANGLE 1NQj.[ THIS OE TAN HAY BE USED •1 TOP OR 8011054 OF PANE 111AX DESIGN LOAD • 12 PS 6 -I6 ALUM ANGLE \ Ej1Bc0 7" • 2 • 1/41" 5112(1112( ANGL -- 1 . 118' ALUH 611I5-1 — INAX OE SIGN LOAD • 11 0511 • Oj III: 5516 (0112"01 2 • 3•' . UL' • 0' -6` 6063 -16 AL 141 ANGLE OR TWO -7 • 3'" • 1/8' • 0' -6" 6063 -16 f.;UH ANGLES (TYP TOP • 001 TOMS Two - 1 /L -70 HACIIINE SCREWS ALT LEG DIRECNON O STORM PANEL SUPPORT BEAM S(AIE 1' • 1 0 1 /4.-70 516(11011 6C61 W Slut) w/ WING NUI (e 6" OC TO PANEL ANGLE (OHNE(TION — swam) S10RH PANEL I /L -70 MACHINE SCREW S'UO w/ NUT 6" 0.1 ANGLE 10 ANGLE (ONNCCTION 1/1 RAWL CALK-01 (a 5•• 0.( w/ 1/51 11114 ENDED i1 CON!. 2 • 1`• 11• -0' MAX 1•..0.13 1 •.•0 1)", T.. -0 055" 6061 -16 ALUr1 LAP DEAN 1/•' RAWL CALK - Lm 12•" 0 ( w/ 1 /L -20 MACHINE SCREW W/ 1/0 "51151 f HBEO INTO CONCRETE PRODUCT RENEWED ACCEPTANCE Na CO 120$.05 L:XPII.ATION DATE GICI S By PRODLICI=GONTROL DIVISION ul.l{LDING CODE COMPLIANCE OFFICE vL a 1HRU 8011 (n5 12 01 ANGLE TO ANGLE CONNEC S' 2 . 11. 1/0 S 606 - 6 ANGLE 6" 1 poi 1 5415 OE 1 AIL MA BE USE() A TOP OR 80( PANEL MAX DE SIGN 1060 t 1? PSFI O 2 "• I "• 693 S TUD0(13 ANGLE © 7" • 2' • .093 STUD ANGLE r '- 3/7' • /IDLE toff F AS TENING PANEL __ - _ -_• I\-- ,_ 2' • 7" •111• 1 S:uf ANGLE - 1/1.2 M ACH NI 5(8EW STUD ANGLE ASSEMBLY SCALE 1 . 1 / 2 ' " • Y 0" l/ Le DROP -111 • N( WIG? (a 6'• 0 w/ NTH EMBED IN IONC PUNCH 540115 IN ADJACENT P ANEL5 TC RECEIVE 11115 811 PLACE PANEL OVER EACH ADJACENT PANEL Art0 FASTEN wiNG11UTS FROM THE 1NS10E ALT. ASSEMBLY MOUNT SCALE 1 -1/7" • 1 -0' ASSEMBLY MOUNT O STORM PANEL INTERIOR FASTENING DETAIL SCALE 3•' • 1 -0" SCALE 1 -1/2' = V4.._70 MACHINE GOT T L w1NG11U1®OR wASMER(D NUT 0 ft 6" 0.0 FOR TYPE 1 L • OR Ca 17" 0.(. FOR TYPE III L T YPE Iv APPROVED AS CI P YING VL IH THE SOUTH TUMID ' UI LING CODE DAT[ .6 : II-Z. 19 BY PRODUCT TROL DIVISION BUILDING CODE C�OM�P/ 7LIIANNCEEQOfTICE ACCEPTANCE N0. X60511 .b1 0 STORM PANEL BUILD -OUT X • 1 0 1/4. - •1ACIIIN( SCN(W STUD W / Nll l (d 6'• U J U3 z a t 0 I- 0) J 14.7 w h Ul Q 17 0 (V • ` Z M n n. ▪ Q O _ J — Z • .1- 0 _ z • an T FL L1 e e Nn F E • 1 1 I• 8 3 LT u • f P • • r N JI 14 • a. • • a taJ L 010 1 •6 L 1 0 •• • • ' I o V Y • ▪ • 141.•1 .al. V.1. KNEZCVICH PROFEi55051 6' 515301( 5 • / I.6 �{L/ 1996 a I! .••.1> " o, a, taall“ o••.o�o, l •• ••a or� 1 95 - ;31 •' ▪ • .050" .1S' 0 0 H ALT. LEG DIRECTION .063' ITYP.1 -- .093' TYP. 2 - STUDDED ANGLE SCALE : 3" • 1' -0" 2.110 lee" . • 0 _ • ITYPI • 090' 1 = === O SCALE : 3" • 1' -0" TYP WIDTH UNLIMITED FAS 1E•ER O 12 0.C. FOR 015101 LOADS LESS THAN OR EQUAL TO 110 P.S.f. AND 1' 0.(. FOR DESIGN LOAD GREATER EXISTING CONCRETE. HOLLOW BLOCK, OR WOGO FRAMING rn00Vt1 nAn MnV LOCATION 1.110" 12.00' COVERAGE I3.00 13.30' FULL PANEL 1/4-20 MACHINE SCREW STUD PUNCHED 11110 ANGLE (SEE DETAILS FOR SPACING) .30r J .666' HORIZONTAL f LEO OPTIONAL 2.000" I OPTIONAL ANGLE IPERP. TO Tel SPANI TYP. SECTION TYPICAL ELEVATION -TYPE 1 WE: r B AR r BAR 2.110' 0 TOP MOUNT PIECE 0,0 © o f 1/4 -20 x 3 -1/2" SIDEWALK BOLTS W/ OIE CAST ALUM. WASNERED WRIGNUTS FASTENED AT OVERLAPS. ISEE PLAN VIEW AND NOTE 1) 111111111111111 VIEW OPTIONAL it rxrx160A. STEEL BAR ISEE PLAN VIEW 1. NOTE 7L11 - BOTTOM MOUNT PIECE 0 O 0 (OUTSIDE) OVERLAP FASTENERS T YP. (SEE NOTE M I1 (INSIDE) •••VUYl1 MANKIND (OPTIONAL LOCArKx+) ALUM. ANGLE CLOSURE PIECE: 1" 2" .055' 11111. TO 2" x S Y OSS" MA X STORM PANEL SCALE • 3" . 1' -0' 0 WINGNUT SCALE : HALF SIZE )TWO PER HOLE) O SPRING LOCKING CLIP (1" WIDE) SCALE : 3" • 1' -0 u J ld 43 I N J I Ina 0 4 4 u WIDTH UNLIMITED IPERP. TO PANEL SPANI 1/4_ MAX. TYP. SECTION 114" MAX - EXISTING COHCRE if. HOLLOW BLOCK. 011 WOOD FR AMING HALF PANEL ONE HALF PANEL PER OPENING HAY BE USED AS REQUIRED TO COVER OPENING. • TYPICAL ELEVATION -TYPE II 0 4 SCALE : 3" • 1' -0" TOP MOUNT PIECE O OR Q OR DIRECT MOUNT - 1/4 -20 x 3-1/2 - SIDEWALK BOLTS W/ DIE CAST ALUM. WASNERED WINGNUTS FASTENED AT OVERLAPS. (SEE PLAN VIEW AND NOTE e1 OPTIONAL 0 r x rx 16 GA. STEEL BAR ME PLAN VIEW R NOTE 7S. 5, BOTTOM MOUNT PIECED OR0 OR DIRECT MOUNT IS NOT USED. TABLE 2 'NO BAR W/ BOLTS' IS APPLICABLE FOR SEPARATION FROM GLASS 15 USED. TABLE 2 "BAR W/ BOLTS' IS APPLICABLE FOR SEPARATION F12011 GLASS SILL TRACK (W/ 1/4'" x 1 -5 /0" SLOT AT 6" 0.C IOUT5101) 111151011 PLAN VIEW SCALE 1 -1/2" : 1' -0 O "IT" HEADER SCALE . 3'• . 1' -0" WIDTH UHL1M1110 IPERP. TO PANEL SPAN) I " (TYP 'UNLESS CL SER SPACING REQ. FOR DIRECT MOUNT TY?ICAL ELEVATION -TYPE III (110 BOLT AT PANEL OVERLAPS OR BAR ARE SUTURED) IOUTSIDEl 104510E1 R .250' P 0 0 1.00" 1 11 1 x 1" x Id GA STEEL TUBE. TYP. IOPTIONAL) SEE NOTE 7 i TYPICAL ELEVATION J 16 GA. "U" HEADER SCALE : 3" . 1' -0" TOP 1101041 PIECE ® 00 0 OR DIRECT MOUNT 5011011 MOUNT PIECE ©0RQ OR DIRECT MOUNT ALUM. ANGLE CLOSURE PIECE.,' l" x 2" x I2S" MIN 10 2' x S x 125 MAX - - -�. 11 .250' GENERAL NOTES: 0 0 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING .125" TYP. S 00" MAX. ANGLE SCALE : 3" . •-0" 0 2.00' .125' TYP. ANGLE O SCALE : 3" - V -0 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FL0R10A BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBi W ACCORDANCE WITH ASCE 7- 00 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -1132 ALUMINUM ALLOY. 0.063" THICK. WITH A MIN Fy (BEFORE ROLLING) Of 26 KSL ALL EXTRUSIONS SHOWN SHALL BE 6053 -T6 ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AHD SHALL BE LABELED AS FOLLOWS: IWRST AWNING CO„ INC. MIAtO, P1 DAVE COUNTY PRODUCT CONTROL APPROVED S. ALL DOLTS AND WASHERS SHALL Of GALVANIZED OR STAINLESS STEEL WITH A MONOIUM TENSILE STRENGTH OF 60 K5l 6. TOP 6 0011014 DETAILS SHOWN MAY OE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7 TYPE 1 L TYPE 5 PANELS. OPTIONAL 1" • 1" x 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OP STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE THE GRADE. PROVIDED THAT THE PANEL SPARS USED ARE lOr OR LESS, THAT DESIGN LOADS ARE BELOW *12 P5F AND THAT THE SEPARATION FROM GLASS IS 1 -7 /e" OR MORE OUT LESS THAN 2.5 0. TYPE 1 (L O PANELS SHALL BE FASTENED AT PANEL OVERLAPS AT MIDSPAN W/ V4 -20 • 1" BOLTS W/ DE CAST ALUM. WASIEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION). FOR TYPE 1 011 11 PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 5 TUBULAR OAR ARE NOT REQUIRED NO STEEL BAR OR OVERLAP FASTENERS ARE REQUIRED FOR INSTALLATION TYPE 11. (SE! TYPICAL ELEVATION TYPE WE TYPE 16 I PANELS UTILIZING A STEEL BAR SHAH BE FASTENED AT OVERLAPS AT MIOSPAN TO A r • r • /6 GAG! STEEL OAR USING 1/4 - 20 x 3 -1/2- ELEVAT 501ION). T5 W/ DIE CAST ALUM. WASNERED WINGNUTS OR JACKNUTS. (SEE TYPICAL 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 201 10. DESIGN 1S BASED OH HURRICANE ENGINEERING TESTING INCORPORATED (HETI) TEST REPORTS No. 14 -2925 AND Ne. 91 -3958. CONSTRUCTION RESEARCH LABORATORY 1CR11 TEST REPORT No 51021C. CONSTRUCTION TESEON° CORPORATION IC11) TEST REPORT He. 9S -022. 95 -031 AND 96 -00711. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HONE OWNER OR TENANT THAT 111E STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING 501 TS AN0 TUBE ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SNAIL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. ADDITIONAL WARNING LABEL SHALL OE PLACED WHEN SPRING LOCKING CLIPS ARE USED STATING THAT TWO SPRING LOCKING CLIPS ARE REQUIRED PER 110LE. -- FASTENER (1 tY O.C. FOR DESIGN LOADS LESS MANOR EQUAL 10 110 P.S.f. AND 1" OC 101 DESIGN LOAO GREATER THAN 110 P S.f APPFCVLii AS CGMPIYII,G W TII TR SOUTH ; IOH'UA BU!LUIi!C ['C:ff. PRODUCT COE L DIVISION BUILDING CODE COMPLIANCE OFFIC[ ACCEPTANCE NO.y� �:��QzL1 _.d 1 V z VI 1- •t 08 tn . "1 N y g " O 1 10 >-; La. W G u Z 3' o vs 1 C'w < w t'- J I I'- Y < 'o ) t . . W W 011 0 mN �Q �r J P a o < tl 3' gr W A_ errommiroali J J w ? !; N 4 1J z O 0 1- 0 ° • Z s • `. o CC • z O < to - 1 I- � _^_ (/) tit 3 en z_ D 1 Q O N 0 5 n • J C A J r- 0 A A 903 E. C- 0 0 GMIN �V..1. t NET VICI7 ER PROFESS • 1 „ E NGMIE se No: t1N 2.0 1997 d ;l• / N z 1 rSC -S1• drw:: 6r - a_ - J dollar. V pllCnackd b 1 - .-= drawinq n0 - 95 -330 •M3r 1011 -6 EXISTe1G . STRUCTURE -- SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR 0001* —4 EXISTING STRUCTURE GLASS OR 00011 — SEE MIN. SEPARATION FROM GLASS SCHEDULE 1TvR. EMBED. N FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r ANGLE TO WALL DETAIL - ©CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE r WALL MOUNT SECTION A SCALE = 3" . 1' -0" -- WOOD FRAMING ITYP.) ANGLE TO WALL DE TAIL ONT. 1 - - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2' PANEL TO ANGLE DETAIL PANEL TO ANGLE DETAIL O WALL MOUNT SECTION D SCALE : 3" • 1/ MAX. 1/4 -20 MACHINE SCREW STUD I. WINGNUT ge 6' O.C. FOR TYPE 1 1. 0 AND QI 12" O.C. FOR TYPE R1. r— — 1/4 MAX. `— — FASTENER, SEE ANCHOR - 1/4 - 20 MACHINE SCREW - W000 FRAMING SCHEDULE. REFERENCE S TUD & WINGNU (A 6' 0 C. CONNECTION 'TYPE 1' FOR TYPE 1111 AND as 12" 0.0 FOR IYPE 111 SEE MIN. SEPARATION FROM GLASS SCHEDULE -\ GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3' — SEE MIN. SEPARATION FROM GLASS SCHEDULE - GLASS OR 0001* Q6 CONT. WALL MOUNT SECTION SCALE 3 = EDG O — 1/4 -20 MACHINE SCREW STUD & WINGNUT 0 6" 0.C. FOR TYPE 1 R 11 AND 12 O.C. FOR TYPE 111. 1 1" EDGE DIST • I/4 - 0 . 1 -3/4' S S. LAG di 12 O.C. WI I -i/2" PENETRA TIOII INTO W000 ._ 2- 1 /4'y ■ 4 -1/2 5 S \ LAG SCREW 0 24" 0.C. MAX. W/ 1 ' 3 /4" PENETRA IN C ENTER OF STUDS — 2 - .6 - PT W000 (OHt H am TH15 AIL HAY BE USED AT TOP OR BOTTOM 01 PANELS NOTE.: USE OF THIS 01 TAR. IS LIMITED T 72 PSF — EXISTING STRUCTURE 1 /4" MAX O B CEILING /INSIDE MOUNT SECTION SCALE : 3" . 1' -0" — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r EXISTING EXISTING STRUCTURE- - STRUCTURE EXISTING STRUCTURE 1/4 -20 MACHINE SCREW STUD 5 WINGNUT gis 6" OC. FOR TYPE I L I ANO 0 12' O.C. FOR TYPE 111. (XIS TING 5TRUCTITRE GLASS OR DOOR ---- W� O r W A SEE MIN. SEPARATION FROM GLASS SCHEDULE EXISTING STRUCTURE - - -- 1116E0. (TYP.) 4 GLASS OR 0001* 0 W SCALE 3" 1' -0•' W f1OM GLASS SCHEDULE 1SHEET 3 OF 61 ©CONT Q CONT. ITYP. TOP R 0011011 - FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 4' . SLUE CLOSURE PEWS. (SEE PLAN VIEW) BUILD —OUT MOUNT SECTION SCALE : 3" - 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1" (DIRECT MOUNT) -- FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 4" 1 WALL MOUNT SECTION - 1/4_20 MACHINE 601T & NUT O 12" O.C. STAGGERED (T YP, TOP 1 801101 1/4' MAX. - - //4 -20 MACHINE SCREW STUD & WINGNUT p 6" O.C. FOR TYPE 11 11 AND 12' O.C. FOR TYPE W. APPROVED AS COMPLYING WITH 111[ SOUTH FLORIDA 13D1I DING CODE DAIS 1 - - � LY 1 er PRODUCE CONE 01 DIVISION HUILOIIIG CODE n/ CO r M�PLI NCE OFFICE ICCLPIANCf N0.:`i Z (1) LI 0 r tn. Q V 411 2 W OF W No Lau 03 I6 C 0 a d Q a Q 0 -J E- J Z 4 W 0 J r L3 to Z o F. n • • a 0 c J M • N r In V.2. NNE C11 PROFESSII AL ' GINEE1* se No: 983 ( 0 _. l ar. 71 AS NDT[P l d..10 JH,r• <Fevu( f — dr ...In9 n e 95 -330 .h..t 2 o / SEE MIN. SEPARATION V4 -20 MACHINE BOLT L NUT 012 O.C. a o PROH GLASS SC11EO. . @ CONT. GLASS OR 000R °CONT. ITYP. TOP L BOTTOM THREE 1/4'0 W000 LAG SCREWS W/ I -7 /4" MIN. EMBED. A 24" O.C. MAX. EXISTING STRUCTURE -- CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS — EMBED. SCALE : 3" x I' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE . 3 = V - 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" SLOE CLOSURE REO'O. (SEE PLAN VIEW, NOT /S1 - THIS DETAIL HAY BE USED AT TOP OR NOT TOM OF PANELS. - HEADERS Q L (3 CANNOT BE USED M COMBINATION WITH THIS DETAIL. ' 0" INAX. DESIGN LOAD . 72 PSf) O — 014 SMS BETWEEN TRUSSES (th 12" O.C. SOFFIT CONNECTION DETAIL I/ 4 -20 MACHINE SCREW STUD L WWONUT ala a- FOR TYPE 1 L II Lp 12'0.C. FOR TYPE IS. ALT. BUILD —OUT MOUNT SECTION r 1-1/2" r 1 -1/2 ( I - W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. I SEE MIN. SEPARATION FROM GLASS SCHEDULE - EMBED. j1QUI 21115 DETAIL MAY BE USE0 AT TOP OR BOTTOM OF PANELS. —O O SCALE , 3" = 1'- 0" --- EXISTING 5CE R. SEE TRU ANC SCHEDULFASTENEE REFERENCE C01 +/ECTIOH 'TYPE 4" v4 -20 MACMNE B OLT & WINGNU O 6" FOR TYPE 1 L 11 L p t 1" O.C. POR TYPE 10 GLASS 011 000A 2" x 2" x .093 - ALUM. STUD ANGLE -- 1/2 - • THRU 8017 L B 12- O.C. O WALL MOUNT DETAIL SCALE : 3" = 1' -0" 1/4 "• RAWL CALK -IN 0 12"' O.C. WITH 7/8 14111. END. IN-CONC. OR HOLLOW BLOCK OR 1 /4 "0 LAG SCREW 24" O.C. W/ 1 -1/2" MIN. ENO. 111 WOOD WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER -MAX. 1/8" TILE FINISH MATERIAL - - 3/4" PLYWOOD 2" x 4" It 1/8" CONT. ALUM. TUBE (6063 -761 -- 1/ 4"17 RAWL CALK -IN 7" O.C- WITII 7/8 14111. EMB. 01 CONC. OR HOLLOW BLOCK 011 I/ 4 LAO SCREW 0 12" O.C. W/ 1 -1/2- HIN. EMB. IN W000. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER x 2" x 1 /8" CONT. ALUM ANGLE 6063 -T8 IMAX. OE SIGN LOAD t 72 P511 "PASS THRU" DETAIL 1/4 -20 S.S. BOLT L WINGNUT 0 PANEL MIDSPAN OR Sr O.C. MAX. IT VP/ MIN. 2" x 2" x .125' CONT. 6063 -76 AL. ALLOY OR 18 GAGE OALV. STEEL ANGLE Ot STORM PANEL STORM PANEL O CORNER DETAIL I SCALE: 3" - 1' -0" © 2" x 2" x .093" ALUM. STUD ANGLE TWO -3/16 ALUM. POP RIVETS 0 12 O.C. — O IMAX. DESIGN LOAD . 72 PSP) SCALE : 3" = T -0 EXIS TINO STRUCTURE 1/4 RAWL CALK -IN 6" O.C. W/ 7/8" IN. EMB. IN CONC. W/ 1/4 -20 MACHINE SCREW NOTE: THIS DETAIL HAY BE USE0 AT TOP 011 802 TOM OP PANEL. EDGE MOUNT DETAIL -® 2 x 3 x 1/8" 011 2 x 5" x 1/8" 6063 -26 ALUM. ANGLE -® 2' x 1" x 1/8" TO 2 "xS "x 1/8" 6063 -26 ALUM. ANGLE W/ 1/4'• STUD 1, 12" 0.C. O7 TWO SPRING LOCKING CLIPS PER MOLE 0 6" O.C. -- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" E�EQ O ALT. WALL MOUNT W/ SPRING CLIP (SILL ONLY/ SCALE: 3" x 1' -0' XQTX. PINNL LENGTH ILA U. BB UWITED t10 ?Ani s F TYPE 111 B APPROVED AS COMPLYING WWI TILT SOUFN FLORIDA BUILDING CODE I q71 BY l� PRODUCT CONEROL DIV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - eO, Q J w z 4 a_ z O O 1 N z_ J 4 m •O 0 dine 2 a n a a. .. P \ \ F � P P ...•n•• 3 ot_ _ -- 2 I L 0 r 2 0 0 GB n . r o a ( V .J. KNE 1F.H i PRJFESS11.1 ENG1NEE F c nse 140 p G . 1 Q983 ,JUN 22 0_1997 aif <we e •s.<oreD a..lo Yit4 . rg 11 r a,..any no 1K 95 -330 • © 2" w 2" x .093' ALUM. STUD ANULE 2 x 2 x .055" 6063 -16 CONT. ALUM. TUBE — MOTE: THIS DETAIL MAY BE USED AT TOP OR 8071011 OF PANEL. IMAX. DESIGN 10AD • 72 PSF) P O EDGE MOUNT DETAIL SCALE = 3" - 1' -0" r - 1/4 -20 MACHINE SCREW p 6" O.C. 1/4"40 RAWL CALK -IN W/ 7 /O MIN. EMBED. IN CONC. OR HOLLOW BLOCK p 6 O.C. (MAX. 0151044 LOAD * 72 PSFI — 5/16" • RAWL CALK -IN •� 5" O.C. W/ 1 MIN. EMBED. INTO CONC_ OR HOLLOW BLOCK W/ 5/16 -16 MACHINE SCREW Q 2 x 5 x I/5 CONT. ANGLE 6061 -76 ALUM. W/ 1/4 "• STUO p 12^ O.C. © 2"x2 x.093' STUDDED ANGLE t{OTE: THIS DETAIL MAY BE USED A T TOP OR BOTTOM OF PANEL. 0 2" x 2" ALUM. TUBE BUILD -OUT SCALE 3 • 1•-0 1D X W 2 1/2 ' MIN: MIN. 1/4^• RAWL CALK -IN W/ 7/11" MIN. ENDED. L p /1- O.C. 114 CONC. OR p 7" O C. RI HOLLOW BLOCK WITH 1/4 -20 NACHDIt SCREW 1/4 MACHINE DOLT .p 12 O.C. ANGLE TO "U" HEADER BUILD -OUT SCALE : 3^ . 1' -0^ 2 STUDDED ANGLE 1/4 -20 MACHINE SCREW STUD L WINGNUT p 6" 0.C. FOR TYPE 1 L 11 -- 2 aS"x 1/6" 6063 -T6 ANGLE 1/4" MAX. IMAX. DESIGN LOAD la 72 P51) EXISTING C.D.S. — TWO - 3/16 "• CALK -IN p 3 -1 /5" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. W/ 5/16 -15 MACHINE SCREW N EMBED. 02 x 2 - x .093" STUDDED ANGLE TWO -1- x 5- x I /6 ,063_T ALUM ANGLE 2 x 2 • 1 /11- ST000ED ANOL E IMAX. DESIGN LOAD a 12 p5f) (MAX. DESIGN LOAD : 72 P51) STORM PANEL O T ASSEMBLY MOUNT INTERIOR FASTENING DETAIL SCALE : 3" . I' -0 SCALE: 14.7.5. 2" x 3' x 1/1. x 0' - 6063 - ALUM. ANGLE (TYP. TOP L BOTTOM) 0 l40TEI THIS DETAIL MAY 51 USEO AT TOP OR 50 TTOM Of pAPIE 1-- 012 SMS p 12^ O.C. TWO- 114 -20 MACHINE SCREWS - ALT 110 01RECT O V STORM PANEL SUPPORT BEAM SCALE : . 1 — 1/4 -20 MACHINE SCREW STUD W/ WING NUT 6" O.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD w/ NUT p 6" O.C. ANGLE TO ANGLE CONNECTION - THREE -1/4"01 RAWL CALK -IN p 4" O.C. W/ 7/6" MIN. EMBED. IN CONC. W/ 1/4 -20 MACHINE SCREW w- 2" x 7 "x 9' -7 MAX. T1•0.13 ". Tw- 0.0S5" 6063 -76 ALUM LAP BEAM 1/4 "• TNRU BOLT p 12" 0.C. ANGLE TO ANGLE CONNECTION - -- 1/4 RAWL CALK -IN 81 11'• O.C. W/ 7/6 NOI. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW. c SCALE:)". T 0" 13 6^ 2" w .J. 1 /e" 6063 -16 ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1 /2- - 1' -0 v 340TE1 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD t 12 P5F) 6" 1 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS DOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS FROM THE INSIDE © 2 x.093 STUDDED ANGLE V 2 x 2 x .093" STUD ANGLE -/ STORM PANEL BUILD -OUT 3/5^• HOLE FOR FASTENINO PANEL 2 x 2" ALUM STUD ANGLE h SCALE: 1 -1/2^ - 1' -0" 1/4 -20 MACHINE SCREW STUD W/ NUT p 6^ O.C. TWO -1/4 - • DROP -IN ANCHOR p 7" O.C. W/ 1 MIN EMBED. IN CONC. INTERIOR FASTENING ANGLE ASSEMBLY (USE WITH DETAIL 01 1/4 -20 MACHINE SCREW STUD L WOIGNUT p 6" O.C. FOR TYPE 16 11 APPROVED AS COMPLYING WITI1 SOUTH FLORIDA BUILDING CODE OAT F Q '9 _L PRODUCT CONTR DIVISION BUILDING CODE COMPLIANCE OFFICE ACCLPIANCE N0..31 1 U z 2 in lal1. Q L tO W SO OF 11J No z a C 0 N 0 J FL 4 • PEA; a 1 dal • e .. z L7 Fe )- A 0 u 4" N N 1- 1- I I I O 0 u u } ) - 2 2 O • 0 u u d 0 0. V.I. KNE ZEVICN PR=1fESSII,A 983 • NO: 0 1997 6/1/11 %calla [drawn tw AL HOLM) rrr= 6y V"( talgn vex dr• -''Q no 95— 330 an••I I. or ER MIN. SEPARATION FROM GLASS SCHEDULE STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD (W) (PSF) TYPE 1 TYPE II TYPE III FOR ALL MOUNTING CONDITIONS AT TOP (STUDS (ID 6" 0.C.FOR "F" TRACK AND STUD ANGLE MOUNTS AT BOTTOM) FOR STUD ANGLE MOUNTS OR 'F' TRACK MOUNTS W/ STUDS (1 6" 0.C., DIRECT MOUNTS W/ ANCHORS dal 6" 0.C. (REQUIRED AT TOP AND BOTTOM) - FOR STUD ANGLE MOUNTS. "F" TRACK MOUNTS, OR DIRECT MOUNTS (nl 12" 0.C. 1 Q ABOVE CONDITIONS TOP & BOTTOM W/ NO SPRING LOCKING CLIP O ABOVE CONDITIONS AT TOP & SPRING LOCKING CLIP AT BOTTOM L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 40.0 8 -5 10 -8 11 -0 8- 8 50.0 8 -5 10 -5 10 -5 8 -8 60.0 8 - 5 9 -11 9 - 11 8- 7 70.0 8 -5 9 -7 8 -9 7- 4 75.0 8 - 9 -5 8 -5 6- 10 80.0 7 -6 9 -3 7 -8 6 -5 90.0 , ; 6-8 9 - _ 6 -10 5 -9 100.0 6 -0 8 -9 _ 6 -2 5 -2 110.0 5 6 8- 7 5- 7 4- 8 120.0 5 - 0 8 -4 5 - 4- 3 130.0 4 -7 8 -2 4 -9 3 -11 140.0 4- 3 7- 10 4- 4 3- 8 150.0 4 - 0 7 - 4 4- 1 3- 5 160.0 3 -9 6 -11 3 - 10 3 -2 170.0 3 -6 6 -6 3 -7 3 -0 180.0 3 -4 6- 1 3 -5 2 - 10 190.0 3 -2 5 -9 3 -3 2 -8 200.0 3 - 5 -6 3 -1 2-7 210.0 2- 10 5 3 2 11 2- 5 220.0 2 - 9 5 -0 2 - 9 2 -4 2 -1/2 730.0 2 -7 4 -9 2 -8 2 - 3 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (PSF) MAX. PANEL LENGTH (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR & BOLTS NO BAR W/ BOLTS NO BAR NO BOLTS NO BAR & NO BOLTS 40.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -3/8 40.0 8 - 5 1 -7/8 2 -1/2 2 -1/2 1 -7/8 40.0 8- 8 - 2 -3/4 2 -1/2 1 -7/8 40.0 11 - 0 - 3 3 -3/8 3 50.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -3/8 50.0 8 5 2 2 -1/2 2 -1/2 2 50.0 8- 8 - 2 -3/4 2 -1/2 2 50.0 10 - 0 - - 3 3 -3/8 3 60.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -1/2 60.0 8- 5 2 2 -1/2 2 -1/2 2 -1/8 60.0 8 8 - 2 -3/4 2 -1/2 2 -1/4 60.0 9 - 11 - 3 3 -3/8 3 70.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -1/2 70.0 8- S 2 -1/4 2 -1/2 2 -1/2 2 -1/4 70.0 8- 8 - 2 -3/4 2 -1/2 2 -3/8 70.0 9- 7 - 3 3 -3/8 3 80.0 5- 8 - 2 -1/2 2 -1/2 1 -1/2 80.0 8- 5 - 2 -1/2 2 -1/2 2 -1/2 80.0 8- 8 - 2 -3/4 2 -1/2 2 -5/8 80.0 9- 3 - 3 3 -3/8 3 90.0 4- 0 - 2 -1/2 2 -1/2 1 -1/4 90.0 8 - 5 - 2 -5/8 2 -5/8 2 -5/8 90.0 8- 8 - 2 -3/4 2 -3/4 2 -3/4 90.0 9- 0 - 3 3 -3/8 3 100.0 4- 0 - 2 -1/2 2 -1/2 1 -1/4 100.0 8- 5 - 2 -3/4 2 -3/4 2 -3/4 100.0 8 - 8 - 2 -7/8 2 -7/8 100.0 110.0 8 - 9 - - (� - 0 - -- - -- - - 3 2 - 1/2 3 -3/8 2 - 1/2 -- - -3/8 - 110.0 6- 0 - 2 -1/2 2 -1/2 1 -5/8 110.0 8- S - 2 -7/8 2 -7/8 2 -7/8 110.0 8 7 - 3 3 3 120.0 3 - 0 - -- 2 - - -- - - -- -•- 2 -1/2 -.. - - -- - . 1 -1/4 120.0 5- 0 - 2 -1/2 2 -1/2 1 -1/2 1200 8 -4 - - 3 3 3 IN NOTE: FOR TYPE III - NO BOLTS ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. T A B L E 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA DIMING CODE PRODUCT CONTROI. DIVISION RIIIIt)Ii1G CODE COMPLIIANCL OFFICE ACCEPTANCE NO 9'7 - v� 20.n) 0 A Y � a w ° 0 e z yt- x <+ O W fY o NN 4d ammearriems 0 c e N a 1. a • w 0 0 e a 0 4 N • a. O V.J. KNEZEVICN PROFESSIONAL •xif1EER FL LIc PE 0 e Nn. 83 JUN _ Q - = 1997 Lf. ' da.i:n b 1(ch••M.d byl Jl_ v�n� dray.nq no. 95 -33 u z N W 1- 4 u 0 N 4 u W N W z t- o P 1- rJ a 0 V • IS •h�� S of 6 I COUN'TY COMMENTS GENERAL REVISION COUNTY COMMENTS COMP. ANALYSIS REVISE ANCHORS COUNT Y COMMENTS descriptian ^,___ FASTENER SPACING (INCHES/ ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2 EDGE DISTANCE 3 EWE DISTANCE 5._0- MAX. SPAN e• -s- MAX. SPAN 11• -4•• MAX. SPAN 5•-0'• MAX. SPAN e•_s- MAX. SPAN it. -4.. MAX. SPAN CONNEC 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 HOLLOW CONCRETE OLOCK dIP1111 illn -- 1 I /4 MIN. EMBEDMENT 4e 11 10 9 11 5 3 1 6 S S 3 3 • 6 5 � / i 3 3 3 % j 6 4 4% A 3 % 4 12 12 9 S 9 7 3 % % / ��;� 5 3 � /�. ✓ �% 6 4 { .14 V � / � 62 I1 S 7 t 72 10 4 6 3 6 92 7 AMI 12 VAI 72 7 /1 12 3 /7 „ - -62 -_ 72 — .-- . - - -._ 92 a 1� S 3 4 f, �/� j I i2 P 12 4 — 3 / /t/ 230 10 4 12 12 12 . - ---- 10 —... 4 12 - 5 � 12 12 12 12 . 5 ✓ /.r� 4 ✓/.'/ 9 12 12 12 9 #/. 730 6 •il1n1•.66161..y M - D11El IE01IH 1 /4 - • EL.CO MALE /FEMALE - pANELMATE W/ 1 -1/1" MIN. EMBED. L 1/4 -20 SIDEWALK BOLT 4e 62 T 2 - - - -- -- 92 - --- - -- 230 M Ire E 12 - - -- t2 — 8 / r%✓r ✓iii 7 ✓� ✓,l •""• j 48 12 12 11 6 10 3 6 7 %// 4 / 12 12 12 7 S 4 i1 9 7 4 V� %/ VA e 6 5 4 4 3 ' AMR �/ iS/A' e 6 5 %. / VA Av S ss 3 62 12 11 6 4 8 7 5 4 8 6 A 5 4 A S 7 A , T' 3 3 A 12 12 7 S 10 9 4 3 S /fir 12 11 1 /P• RAt M/ 1- V4- J 2ANAC NAIL-N MR.EMBEDMENT 7 2 1z / /�/ / �/�, 5 �/� S 5 AvA % ' j/ A % 12 AY 10 W `/%/�//V��� 3 33 / /N/v/%////� 6 3 230 . 3 1/4 •• W. 7/P L Vi -20 (3 I ''■ 48 12 12 11 8 12 4 6 7z S 1212 10 12 10 12 6 10 6 12 3 7 4 62 12 • 0 6 10 3 S . j MIA( N I N6 c EMEL - . - . 92 12 f 12 10 12 8 12 11 9 3 12 12 3 4 v,�/w/�A' 6 7 5 ��� 9 7 S 4 3 6 4 10 0 6 12 9 /A j/ .A 7... © j 6 3 RAML CALK - IN SIDEWALK ENT SIDEWALK DOLT /4-•I/EADI 72 12 12 4 12 12 6 3 // 12 9 7 5 /f�,�, A 12 10 S 4 10 9 7 3 12 1 2 / A � / .�/, �A 5 © f 7 3 % � S 4 A j 3 r4 5 j A rfr 4 3 12 12 12 12 7 4 / %ii/ 12 10 11 9 12 12 7 5 /� 10 0 5 4 6 5 3 7' 4 3 92 23 4e 1 0 � , , ,, t „ , 1 !N _1/4'0 CUD MALE /FEMALE E & 1/4 SCREW WNCMI R scmw 62 2 12 i2 7 8 10 5 3 0 6 j % 3 �� 4 S 3 3 3 �. 7 6 ��% 6 5 / % �/ / /.� 3 / ♦ % / % ■ 12 7 10 6 S 6 5 10 8 11 8 3 / j� % �% © T/ � 6 1. 7 4 3 4 e/ 6 e % j j� / 4 3 S 3 3 92 12 5 12 it t 7 n S 6 9 6 5 5 4 12 S 12 12 4 12 6 0 3 12 10 230 40 62 III�I t /4 - • OYNABOLT ANCHOR 11 im tlit --•� ITW RED HEAD SLEEVE W / / - 1/B' MIN. E /1 H 12 12 I 12 12 72 92 9 7 3 6 3 /�� S j� /� / /�� j� t 3 % j / / j � 12 4 e 4 7 %/ 5 /�I% 12 12 3 12 9 3 6 3 5 � ♦ ��� 3 12 230 12 10 12 4 e 9 7 92 9 10 10 12 4 S 6 12 12 2 12 1 12 12 12 12 12 b 7 5 12 12 11 5 12 12 5 12 9 6 fff .11111111111111 \111111111 62 72 92 230 . ✓ / ■ / � A����' lk j%. % / % /' /AZ,: A” w Az4 V t / 07 i , j � V R AV / � � . % 12 12 12 9 12 11 12 17 12 12 1 2 - SCREW ROD) 11 7 12 3 6 6 :/4 ANCHOR W/ S.S. MACHINE SCREW W/ 2 MIN. EMBED. 8 j 12 10 12 3 8 6 11 % 6 '/ � .8 5 t 6 ♦ / ♦ V/ / . /V FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN 3anL t LS 9NLLSIX3 ANCHOR TYPE LOAD 1W1 PSF MAX. 3/4' EDGE DISTANCE s MAX. SPAN e• -S MAX. SPAN 11' -4•• MAX. SPAN CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 OOOM 3/4" MIK 48 12 17 12 12 12 9 9 12 12 6 7 9 Ni} in11111t11111111Dr 1 /4 WOOD LAG SCREW ./ W 1 - PENETRATION ISHEAR PARALLEL. TO GRAIN/ 62 12 — 17 11 12 10 12 12 12 12 - 12 6 B 1- d N 9 I 12 12 12 5 4 7 6 72 12 92 12 e 6 10 9 /� 3 4 230 • V 3 I. S % % % / V. / %l 12 1 - 7/4'• MIN —r lll1lt111111111011I1111u 1 /1 WOOD LAG SCREW yr/ 1-7/4 PENETRATION I5HEAR PFRPENOICUTAR TO GRAtNI 48 12 12 12 12 12 12 12 12 72 7 12 e 1 S 9 - -62 -_ 72 — .-- . - - -._ 92 �%/ 1� 12 12 _12 12 NIA I i2 P 12 4 — 3 9 6 l PII� - ,2 11 8 .// 17 11 10 - 7 —.- 3 ^1 ^ ;o ^ DT I 10 4 12 12 12 . - ---- 10 —... 4 12 - 5 � 12 12 12 12 . 5 /% A 4 /i 9 12 12 12 9 %% % v % 730 6 •il1n1•.66161..y M - D11El IE01IH 1 /4 - • EL.CO MALE /FEMALE - pANELMATE W/ 1 -1/1" MIN. EMBED. L 1/4 -20 SIDEWALK BOLT 4e 62 T 2 - - - -- -- 92 - --- - -- 230 12 12 12 - - -- t2 — 8 / w 2 e IX / a s R 411- FASTENER SPACING /ITCHES) HEMMED FOR VARIOUS DESIGN LOADS AND SPANS 3_ E00! DISTANCE ANCHOR TYPE . LOAD (WI PSF MAX. 2' EDGE DISTANCE S' -O' MAX. SPAN e• -5- MAX. SPAN 11 -4 MAX. SPAN S•_0- MAX. SPAN s._5- MAX. SPAN 11' - MAX. SPAN CONNECTION TYPE 1 2 3 4 CONNECTION TYPE 1 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 MIN. 3,000 PSI CONCRETE 1 ' 1 Ill 11i1N111lllllllllf117;11'iy� 1/ 4 ITW TAM*. W. 1 - 1/1 - MIN. (M6(DtYNr 48 1 12 1 12 12 fi 10 1 12 4 7 S 12 12 12 12 7 12 6 12 4 9 6 62 f 0 5 '6 4 12 10 6 12 72 12 11 e 3 7 s �%/ / s © ii !//I 92 12 9 r j 5 il F, . A ������ 4 % 7 j� � j S 3 230 7 / S A 3� %// / • / 6 /. t 3 1 `_ v4' 1 RAWL W /1-vr 40 i2 10 12 S 6 3 12 12 12 11 1z 3 0 S 62 7 12 4� 12 11 12 0 �� 10 % -- 7z 6 10 / 3 j 12 0 12 12 3 . j MIA( N I N6 c EMEL - . - . 92 12 f 7 S e / V I / %� / 12 9 9 % 3 / 230 5 3 % 3 .. i 7 /. ' A 6 / s V/. 3 V/. 3 �/. A / VA IMI V4•• RAWL CALK a V4 2 So ALK BOLT (3/4 - 0 HEAD) 48 12 12 12 12 12 I 11 12 7 12 12 12 12 12 12 12 • 12 11 62 12 12 12 12 12 Ig 9 4 12 12 12 12 12 12 6 10 8 72 12 12 12 12 12 8 r 4 12 12 12 12 10 12 S 9 7 92 9 10 10 12 4 S 6 t 4 11 ti 12 12 5 f 6 12 3 7 6 230 4 4 7 E ����� v n v v n / 12 6 4 3/ � iDu,uwa. •∎,,: ,,�� ,II ,,��� V4 Eic E PA*UTATE W/1-1/4'1111. EMBED. L 1/4 -20 SCREW Wwr U 7 OR W N AOIOE SDUW .8 i 12 10 12 12 12 NErf 9 5 na 12 12 7 12 3 6 4 / i 3 12 12 12 7 t s 72 ® 7 6 j S % 12 7 10 6 10 6 4 8 j 4 92 ® 4 p ` 4 3 % 12 4 e . s e �� 4 3 6 3 230 5 ' / A A VA 5 V/ 3 M 3 o n. / . l/. A A `'\ j 1/4 DYHA8OLT ANCHOR tuuntCI -• 48 12 i2 12 9 e 12 s S 12 n 12 12 12 9 12 10 12 5 9 7 62 12 11 10 7 5 4 12 12 12 12 12 6 9 3 7 • ITW REDHEAD 12 9 10 8 12 3 6 Hs % 4 3 12 11 12 11 12 t 0 PI SLEEVE W /1 -1/8 92 12 © 0 7 11 . 4 4 8 V 3 3 12 7 10 8 3 p j ,./ A/ / .v4 HIN. EMBED. 230 7% �-- 3 j/ S j 3 j / ♦ �� // . j 6 7/ 4 3 V M/ 2 Ito 48 I t 12 12 12 12 12 10 11 11 12 • 12 12 12 12 12 12 62 12 12 12 12 7 8 6 12 so 12 12 12 12 8 ' It in 1/4' • RAWL 1 /4 - 20 8015 1 - V4 - 72 12 12 0 12 7 7 5 12 12 12 12 7 I , t DROP -IN ); SIDEWALK 92 12 9 10 12 6 j 4 12 10 12 12 S I 7 7 HA WV W/ IM. H EMBEDMENT 230 11 7 4 4 • 7' / 3 / 7 r V / 12 3 6 S 11 3 4 4 ANCHOR NOTES. 1. SPANS i LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIF1C LOADS MUST 8! LRNIre° TO TIWSE SHOWN IN TABLE 1. SHEET S. 2. ENTER TABLE 6ASE0 ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE OISTANCE. 3. CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAO ON BUILDING AND CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S. MINIMUM tneEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 . 4- (MN/ W000 ST1/0. WOOD SHALL BE - SOUTHERN PINE' G . 0.35 OR BETTER DENSITY. ANCHOR SCHEDULE 1. ANCHORS SHALL ISE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. ENBEOMENT INDICATED A60Ve 6. 1 /4 -20 TRUSS HEAD BOLTS MAY BC USED 61 LIEU OF 1/4 -20 SIDEWALK BOLTS. DESIONATES ANCHOR CONOIT10NS WHICH ARE NOT ACCEPTABLE USES 10. EXISTING STRUCTURE HAY BE CONCRETE. HOLLOW BLOCK. OR W000 FRAMING. WHERE EXISTING STRUCTURE 1S SHOWN AS C0H(R!TE, IT IS FOR PRE SEHTATI0N ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OP EXISTING STRUCTURE. N REQUIRED FOR DIRECT MOUNT p 4 OR II SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEOULE. APPROVED AS COMPLYING WITH THE SO fll FLORIDA BUILDING CODE q � BY PRODUCT CONTROL UIV'SION BUILDING CODE COMPLIIA / CE OFFICE ACCEPTANCE NO. Q 1 _ -(Na. ( I (3 Z_ pp La uri U8 0 : n M 41 U� (d u Li z YI W 1- Co O e1 N 4 u W N 2 r 1- X CI OC } 6. 0 u FL PE u > d r o! � rI P � O P•j I V.J. KNEZEy .0 C '0 r PROFESSIORA E ' MI5 L ta �1 953 e No. ) . Li a design b h.chidb l •/. - - d r ve no. 9 5 -330 r •n•.t 6 of 6 063" ALUMINUM CIENERAL REVISION COMP. ANALYSIS ravizions asscriptIon