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237 NE 102 St (2)
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address ( / Sr Tax Folio 11 3,206- 0 /3 — / <0 Legal Description / ' ,J Historically Designated: Yes No Owner/Lessee / Tenant 1)V 4 41 E 1/ �/ LZ J SD Master Permit # Owner's Address 3 7 /1/ / S 7 /`/ 'A 5/6/? hone Contracting Co. A 7'24 -1'S S4f L)77 2 S Address c3 3,3 /C .e�.L Aa / 24 /i Qualifier jJ d 2) / c/? £ Z SS# Phone £? L3( 6 State # Municipal # Competency # 9 7L SODo 4ins. Co. Architect/Engineer / fi ,C a,,(/ )Cam. Address (// 4" /} Bonding Company Address0 ✓ �5 7 /' Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCSIGN WORK DESCRIPTION / 0 Square Ft ° Signature of owner an or Condo President FEES: PERMIT ate arc) S nie,/ EgisN / %co,eca ,ezv u7// l / S Estimated Cost (value) 3 7 (p O Notary as to Co My Commissio C.C.F. • L-P, NOTARY 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 : 11 be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named co . ' actor to do th; work stated. /Cae' 7 /7orTz Signature of Con z actor or Owner- Builder Date .LrAL EIrP/ G ?, 0062„1 C3 0 P1 �e ' J ON Date BOND TOTAL DUE_ O APPROVED: Building 4/ Electrical Zoning g Mechanical Plumbing Engineering PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 98R279089 1998 JUN 10 14 :03 7- Ua/ 3- 01. 01 +a . TF3�lr A D,'�,�� INC:•(i7 • •� a `7 k'l: h V� 7 r, 1C Cry {,) irk: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of properly and street address: (J A /U E M A ,�„C I S Q A) 7 A/ 6 2. Description of improvement: INSTALL HURRICANE SHUTTE 1S • 3.Owner(s) name and address: /)(/A d/ /(' A- ,L, C.) Q k � 3 ? ,(/ F /C e- T7 /Vi444 / s AO P S Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address 4744 J,4 4/7/ 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: • Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 'O'R cruU e s f 3a of . r ' :,- ' L1tnf 3r Print Owners Narne Prepared by: ; Sworn 16 and subscribed before me this day of 1 .,..AT€ OF FLORIDA, COUNT'S OF DADE 1 �" this is a true copn th. Nelms,/ CER TIFY f4a 4 0;.na Clef in fnsr i on 9 _ p • W ._,. 7NESS ..... d Of icia fie. I c IftUV 3, CLERK, Ty h ' of rculi ono ourty ;oma) By €S Address: a.3 . 3 L9 !' i C' U /" 1- AWNING COMPANY, INC. SHUTTER PRODUCT APPROVAL AUTHORIZATI JUNE 9th, 1998 FRANK LUBIEN Building Official 10050 N.E. 2nd AVENUE MIAMI SHORES, FL. 33138 Dear BUILDING OFFFICIAL, 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 327 -09 FAX (305) 6 HI —TECH ACCORDION We are the Dade County Notice of Acceptance Holder for the 20 GAUGE STORM X L number96 - 112 5.01 & 97- 1208.05 HI —TECH ACCORDION & This letter authorizes ATLANTIS SHUTTER COtL use our ANELSGE STORM approved under number - 1125 to be used at the following job: 97- 1208.05 DUANE M. ALLISON 237 N.E. 102nd 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 \BLDGOFF\95SHUEXP.SAM 1--/o w - 3C'>( 8o 4 - 30 J yo 3 -- 30 ) �0 _ 30 x y0 C -- / aY x 7 — /o F - /0 ?>< 5- Sex 3s G /4J ,1 -t i yv'' �- 3c )c 3 ^ a x yo v - 3OX y� S /fi 3 S-' 3 f / E4,J £61,- //T / / 0 )- / 4- as ,/z of l 6,Q s 1 •v,&/ s Pu A- Ai g /u 4.6,Gis6 &u 3 #E /6S W/,4 s %6 /oCS METRO - DEDE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami Acceptance No.:97- 1208.05 Expires:02 /16/99 Approved: 02 /05/98 FL 33142 Your application for Product Approval of: 20 ga. Galvanized Steel Storm 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 Drawing No. 95 -331, Sheets 1 thru 6 of 6. (For listing; see Section 8 of this Notice of Acceptance.) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall 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. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. Internet mail address: postmaster ©7buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE 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) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Hurst Awning Co., Inc. APPROVED : FEB 0 5 1998 EXPIRES Fcb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. 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. G60. 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 -T6, 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 load 49.75" wide x 136" long overall - 1 specimen for wind load 49.75" wide x 101" long overall - 3 specimens for wind load 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 144" long overall - 1 specimen for wind load 39.0" wide x 104" long overall - 1 specimens for impact and cyclic load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of (f) 72 PSF and a Maximum Panel Span/Height of 8' -5" or (10/'); Detail K- Soffit Connection Mount, Detail L- Alt. Soffit Connection Detail, Detail 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 Build -Out, Detail T- Assembly Mount, Detail V -2" x 2" Alum. Tube Build -Out, Detail W- Storm Panel Support Bean, Detail X- storm Panel Build -Out, Sheet 6 of 6, Drawing No. 95 -331. 3.2 The following mounting condition shall be limited to a Maximum Design Pressure rating of (f) 72 PSF and a Maximum Panel Span/Height of 6' -O "" or (72 "); Detail 1- Att. Wall Mount w/ Spring Clip, Sheet 3 of 6, Drawing No. 95 -331. ACCEPTANCE No.: 97-1208.05 Helmy A. Makar, P.E., Product Control Examiner Product Control Division Hurst Awning Co., Inc. ACCEPTANCE No.: 97- 1208.05 APPROVED : FEB 0 5 1998 EXPIRES 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 of panel 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 I & II with spans less than or equal to 48" shall not required reinforcing stitch bolts at overlaps. 3.5.2 Panel Types I & II with spans greater than 48" in length shall be reinforced at mid span by either: (A) 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with 1/4 " -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 III & 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 1/4 " -20 ITW Epoxy anchors; or 5/16" wood bushing with 1/4 " -20 x 1" SS sidewalk anchor; spaced 6" o.c for Panel Types I & II and 12" o.c for Panel Types II & 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 1/4 " -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 1/4 " -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, 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--- Helmy A. akar, P.E., Product Control Examiner Product Control Division -2a- Hurst Awning Co., Inc. ACCEPTANCE No.: 97-1208.05 APPROVED : FEB 0 5 1998 EXPIRES Feb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. (B) (WOOD FRAMED): The panels are secured to an 'H'- header (Part 2), at the head and attached with 1/4 " -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 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 & II 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 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 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 1/4 " -20 SS bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & 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 Span of 8' -S" (101 ") and Maximum Design Pressure Rating of (f) 72 PSF, (CONCRETE/ MASONRY ONLY), 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 1/4 " -20 SS bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with 1/4 " -20 SS. bolts spaced 6" o.c. for Panel Types I & I1 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 Helmy A. 11akar, P.E., Product Control Examiner Product Control Division - 2b - Hurst Awning Co., Inc. ACCEPTANCE No.: 97- 1208.05 APPROVED FEB 0 5 1998 EXPIRES Feb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS wall using approved tension anchors as shown on , Sheets 2 and 4 of 6; or Mounting conditions limited to Maximum Storm Panel Span of 8' -5" (101 ") and Maximum Design Pressure Rating of ( ±) 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 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; or Mounting conditions limited to Maximum Storm Panel Span of 8' -5" (101") and Maximum Design Pressure Rating of ( ±) 72 PSF, (CONCRETE/ MASONRY 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 I & II 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 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & II and spaced 12" o.c. for Panel Types III & 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 & II and spaced 12" o.c. for Panel Types III & IV, both the header and sill angle are then anchored to the wall, using the approved tension anchors as shown on Detail B- "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 /United to Maximum Storm Panel Span of 8' -S" (101") and Design Pressure Rating of ( ±)72 PSF. (A) (CONCRETE/ MASONRY): NOT APPLICABLE. -2c- N� -a A 1/G/ Helmy A. Makar, P.E., Product Control Examiner Product Control Division Hurst Awning Co., Inc. APPROVED : FEB 0 5 1998 EXPIRES Feb. 16, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD): The panels are secured to an 'u' Header (Part 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 5' -6" (66 "), and one (1) #14 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 #14 SMS screws spaced 12" o.c., the aluminum tube is anchored with 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 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 Maximum Design Pressure Rating 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 Storm Panel Span of 8' -S" (101 ") and a Maximum Design Pressure Rating of (f) 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 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 P - "Edge Mount Detail ", Sheet 5 of 6, Drawing No. 95- 331, bearing the Dade County Product Control approval stamp. (B) (WOOD): NOT APPLICABLE. 4.1.8 Header Mount: Mounting condition limited to Maximum Storm Panel Span of 8' -S" (101 ") and a Maximum Design Pressure Rating of (±) 72 PSF. (A) (CONCRETE/ 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 1" x 2" or 2" x 3" or 3" x 3" with 1/4" diameter Rawl Calk -In spaced 6" o.c.; the panels are 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 Detail R- "Header Mount Detail ", / -2d- ACCEPTANCE No.: 97-1208.05 Helmy A. Nlakar, P.E., Product Control Examiner Product Control Division Hurst Awning Co., Inc. ACCEPTANCE No.: 97- 1208.05 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. • FEB 0 5 1998 EXPIRES Feb. 16, 1999 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 limited to Maximum Storm Panel Span of 8' - -S" (101 ") and a Maxirnum Design Pressure Rating of (f) 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 1 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. ) X1.4 Helmy A. Nrakar, P.E., Product Control Examiner Product Control Division -2e- TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI -94 -312c Max. 1.80" 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 -312c LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI -95 -4016 Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -401b +71.5 PSF HETI- 95 -40 Ib CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -40Ib -72.3 PSF HETI- 95 -401b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI -94 -3I7b +72.0 PSF HETI- 94 -317b Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF HETI -94 -3I7b -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 PSF CTC -95 -021 -222.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF 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 Awning Co., Inc. 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: ACCEPTANCE No.: 97-1208.05 APPROVED FEB 0 5 1998 EXPIRES Feb. 16, 1999 He Helmy A. Makar, P.E., Product Control Examiner Product Control Division -2f TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -031 Max. 2.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSF CTC -95 -031 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC-95-03 I -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 SFBC PA 203 -94 POSITIVE +71.5 PSF CTC- 96 -006R +55.0 PSF CTC-96-006R CYCLIC WIND PRESSURE TEST SFBC 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 -006R UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (144" Span) -124.8 PSF CTC- 96 -006R -83.2 PSF CTC- 96 -006R DESIGN PRESSURE RATING: See Comparative Analysis Schedule' And 'Panel Span Design Load Diagram', Sheet Table 1 - 'Storm Panel 3 of 6, Drawing No. 95 -331 Hurst Awning Co., Inc. - 2g - ACCEPTANCE No.: 97- 1208.05 APPROVED FEB 0 5 1998 EXPIRES Feb. 16, 1999 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 storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 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. HETI- 94 -317b, dated September 27, 1994, signed and sealed 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-94-401b, 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. CTC -95 -021, dated June 9, 1995, signed and sealed by Christopher Tyson, P.E. � 1/6/1 Helmy A. IVfakar, P.E., Product Control Examiner Product Control Division Hurst Awning Co., Inc. ACCEPTANCE No.: 97- 1208.05 APPROVED : FEB 0 5 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Feb. 16, 1999 8.1.5 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, 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 1 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.E. 8.4.3 Comparative Analysis and Anchorage Calculations for 20 Ga. Steel Storm 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. 4 4/k Helmy A. Makar, P.E., Product Control Examiner Product Control Division - 2h - Hurst Awning Co., Inc. Florida Building Code. ACCEPTANCE No.: 97- 1208.05 Product Control Division END OF THIS ACCEPTANCE - 3 - APPROVED : FEB 0 5 1998 EXPIRES Feb. 16, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no &der 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. 11 & 12 listed below only apply to glazed 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. 1 I. 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 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 be 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 Preveption, Chapter 36 of the South Helmy A. Ma P.E., Product Control Examiner is M IRO -DADE PRODUCT CONTROL NOTICE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami FL 33142 Approved:01 /13/97 OF ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET mdcc0lOshadow.net PRODUCT CONTROL SECTION (305) 3 75-2902 FAX (305) 372 -6339 Your application for Product Approval of: HT100 Accordion Extruded Aluminum Shutter (6063 -T6 Alloy) 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 Applicant, along with Drawing No. 96-802, Sheets 1 thru 6 of 6, (For listing, see Section 8 by. of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall 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 quality control testing. If this product or material fails to perform in the approved manner, s Code for Compliance Office may revoke, modify, a Code fy, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any Code be enacted affecting this product or material. The Building Code C 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. Acceptance No.:96- 1125.01 Expires :01 /13/00 Ro guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County 3.3 3.3 3. LIMITATIONS 3.1 3.2 2 ACCEPTANCE NO.: APPROVED 997 EXPIRES : 13' -1" (157 ") : 12'-4" (148 ") and 12' -7" (151 ") respectively i 1 ; e 11, 1 Manue Perez, P.E. - Plans Ex, er II Product Control Division • 1. DESCRIPTION 1.1 This approves an aluminum accordion type Building Code, 1994 Edition for Dade County, for the to atdions comply as determined 1994 94 E 7 -88 He pressure c tures ", do n the South Florida "Minimum Design Loads for Buildings and Other Stru requirements o n ot exceed the Design Pressure Rating values imitati Section 3. in Section 7 and within the limitations contained in 2. MATERIAL CHARACTERISTICS 2.1. Main blade is 6.5" center to center, 4.478" wide x .052" thick, con approved drawing No. 96 -168, Sheet 1 of 6, using extruded aluminum alloy 6 6063-T6, 3 h n used for the adapter slat and the other components shall be constructed using 6063 -T6 unless otherwise noted on the same dra which is also 2.2 Inside track sill blade pins shall be #10 x 3" Machine Screws wing. g extruded aluminum steel with fluorocarbon coating and .460" x .050" thick stainless steel manufactured 0.90" long nylon bushings and the inside track header blade stemless Screws manufactured from 410 stainless steel with pins shall be #10 x and 3'aMa�1�ithn�eter x 0.90" long nylon bushings with .870" diameter x .251" nylo pacer and and a 3t e er y four x blade. and a 3/8" diameter x 0.90" long nylon bushings. rollers at every fourth e The shall be #10 x 2" Machine Screws manufactured from 410 18 8lstainles es and sill blade pins coating and .460" x .050" thick stainless steel washer s steel with fluorocarbon 2.3 Tested specimen: Dimensions: (8)- 42" wide x 96" long overall (96" Blade length) ( 42" wide x 132" long overall (132" Blade length) ( 42" wide x 72157" 2' long ong overall (157" Blade length) overall (72" Blade lenth) ( 42" wide x 148" long overall (148" Blade len gth) 6, Drawing 96 -802. Panel Span Schedule Maximum Design Pressure Rating and Corresponding a as shown on Sheet 5 of Shall be as shown on Table 2 and Hurst Awning Co.. Inc, ACCEPTANCE NO.: Manila__ APPROVED : ,haute 1 1997 EXPIRES : January 00 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.4 Special requirement: 3.3.1 A maximum clearance gap of 0.250" shall be provided between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 A T -Lock (placed facing outside or inside) is required to be installed in a single location not to exceed 18" above or below from each end; or at midspan for all shutter applications and must be activated during hurricane warning. See component part No. 14, sheet 1 of 6, Drawing No. 96 -802. 4. INSTALLATION 4.1. The panels shall be installed in the following conditions: 4.1.1 Wall Mounts; (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section G "Wall Mounting Installation ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section L "Wall Mounting Installation ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling and Floor /Counter Top Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c.; or Sill (Part 17) "Walkover Sill Track ", along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation ", Section H, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -802, bearing the Dade County Product Control approval stamp. - 2a- 110, Manuel ' erez, P.E. - Plans E Product Control Division er II Hurst Awning Co., Inc. ACCEPTANCE NO.: 96- 1125.01 APPROVED : January 13,1997 EXPIRES : January 13, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.5 Storm Panel Support Beam Limited to a Maximum Design Pressure Rating of (±) 72 pSF (A) (CONCRETE /MASONRY): The shutter and it's header and sill tracks are secured to a continuous Aluminum Tube beam as listed in the "Alum. Beam & Shutter Schedule ", sheet 4 of 6 with #14 SMS screws spaced 12" o.c., the support beams are then attached to a pair of 2" x 3" x 1/4" x 0' -6" long aluminum angles at each end with two (3) 1/4" diameter thru bolts, the end angles are then anchored to the wall with approved anchors as shown on Details N and Q - "Top Support Beam Detail and Bottom Support Beam Detail ", respectfully, Sheet 4 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -802, bearing the Dade County Product Control approval stamp. (B) (WOOD): NOT APPLICABLE 4.1.6 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. 96 -802, 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 ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: . 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 96 -802, 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. - 2d- .1. — Manuel d- Manuel ' erez, P.E. - Plans E .�;l�" finer II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (157" SPAN) SATISFACTORY CTC -96 -037 Max. 3 -3/4" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" SPAN) SATISFACTORY CTC -96 -024 Max. 2 -7/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (132" SPAN) SATISFACTORY CTC -96 -024 Max. 3" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (96" SPAN) • -118.8 PSF CTC - 96-024 -91.4 PSF CTC-96 -024 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (96" SPAN) +87.4 PSF CTC -96 -024 +67.2 PSF CTC- 96-024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (96" SPAN) +124.8 PSF CTC -96 -024 +83.2 PSF CTC- 96-024 (a) Design .69" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (157" SPAN) -57.2 PSF CTC -96 -037 -38.1 PSF CTC -96-037 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 . NEGATIVE (148" SPAN) -85.8 PSF CTC - 96-037 -57.2 PSF CTC- 96-037 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (96" SPAN) -145.6 PSF CTC -96 -024 -97.0 PSF CTC -96 -024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (132" SPAN) • -104.0 PSF CTC -96 -024 -69.33 PSF • CTC - 96-024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (72" SPAN) -197.6 PSF CTC -96 -024 -131.0 PSF CTC -96 -024 DESIGN PRESSURE RATING: See Maximum Design Pressure Rating Schedule, Sheet 5 of 6, Drawing No. 96 -802 Hurst Awning Co., Inc, ACCEPTANCE NO.: 96- 1125.01 APPROVED : January 13, 1997 EXPIRES : January 13.2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED : TESTS: - 2e- RESULTS: Manue P rez, P.E. - Plans Ex Product Control Division er II Hurst Awniug_Co.. Inc, ACCEPTANCE NO.: 96 1125.01 APPROVED : January 13, 1997 EXPIRES : January 13, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Uniform Static Air Pressure Test Loading, per PA 202 -94 of extruded aluminum accordion shutter (157" span), prepared by Construction Testing Corporation, Report No. 96 -037, dated August 16, 1996, signed and sealed by Yamil Kuri, P.E. 8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Uniform Static Air Pressure Test Loading, per PA 202 -94 3.) Cyclic Wind Pressure Test, per PA 203 -94 of extruded aluminum accordion shutter, prepared by Construction Testing Corporation, Report No. 96 -024, dated July 20, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 96 -802, "Hurst Awning Co., Inc. ", Sheets 1 thru 6 of 6, dated 07/23 /96, latest revision No. 2, dated 10/10/96, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by INDALEX, with chemical composition for aluminum 6063 -T6 alloy . 8.3.2 Tensile Test Report No. QCM No. 6FM -1556, prepared by QC Metallurgical, Inc., dated 06/24/1996. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis dated 06/18/96, Pages 1 through 28 of 28, and pages 1 thru 2 of 2, dated 10/10/96 and pages 1 thru 5 of 5, dated 10/04/96, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. - 2f- L/ Manua ' - rez, P.E. - Plans Product Control Division iner II Hurst Awning Co.. Inc, ACCEPTANCE NO.: 96- 1125.01 APPROVED : January 13. 1997 EXPIRES : January 13.2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. 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 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(1) and this last page 3. Jtems 10.11 & 12 listed below only apply to glazed 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" from 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 be 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, C_• ,ter 36 of the South Florida Building Code. Manu I Perez, P.E. - Plans Ex er II Product Control Division END OF THIS ACCEPTANCE - 3 - Burst Awning Co., Inc, ACCEPTANCE NO.: 96- 1125.01 APPROVED : January 13, 1997 EXPIRES : January 13.2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation ", Section M, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -802, bearing the Dade County Product Control approval stamp. 4.1.3 guilt -Out Condition; (A) (CONCRETE /MASONRY):. Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount Section; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section J "Build Out Mount Section "; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill track (Part 2) which are attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to two (2) 2 "x 5 "x 1/8" aluminum build -out angles with two (2) 1/4"-20 bolts spaced 12" o.c. at the - header and sill, which are then anchored to the wall using approved tension anchors as shown on Section K "Build Out Mount Section ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. 2b- Manue Perez, P.E. - Plans Product Control Division Hurst Awning Co.. Inc, ACCEPTANCE NO.: 96- 1125.01 9 - 2c- APPROVED : January 13, 1997 EXPIRES : January 13, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount Section; or the header and sill tracks are then attached to a continuous 1 "x 2 "x 0.05" or 1 "x 3 "x 0.05" aluminum build -out tube with 1/4" diameter S.S. lag screws with 1 -1/2" penetration in to the wall framing studs spaced 24" o.c. maximum or fastened to a continuous PT 2x6 wood ledger plate with 1/4" diameter x 1 -1/2" long lag screws spaced 12" o.c., the wood ledger is then anchored to the wall studs with (2) 1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as shown on Section R - "Wall Mount Section ", Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Pass Thru Window Mounts: Mounting condition limited to Maximum Storm Panel Span of 9'-8" (116'9 and a Maximum Design Pressure Rating of (±) 75 PSF (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section 0 "Pass Thru Detail (In Concrete) ", as shown on Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. (B) (WOOD): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section P "Pass Thru Detail (In Wood) ", as shown on Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp Manue P ez, P.E. - Plans Ex Product Control Division er II 0 2.250 062 ITYPI 2.030 "U" HEADER SCALE : 3" = 0 ITYPI = a a c ALT. LEG DIRECTION FULL PANEL R 750 188 "F" TRACK SCALE : 3" = 1' -0 " PRODUCT MARKING IOCATION7 0 O 0 .313 I 469 eo = =� HORIZONTAL LEG CPTIONAL 2.000 r Pin :U(1 MARKING (OPT I AL LOCATION) O STORM PANEL SCALE : 3" = .125 TYP. 5 00 MAX ANGLE 0 ANGLE SCALE . 3 = V-0" j 0 N .751 _ l SCALE = 3" = 1' -0" O WINGNUT B� SCALE HALF SIZE GENEPAL NOTES: 1. THIS SHUTTER SYSTEM I5 DESIGNED IN ACCORDANCE WITH THE SOUTH FLCRIDA BUILDING CODE. 1991. EDITION 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PEW : ORMED FOR SPECIFIC JOBS IN ACCORDANCE WI - 11 ASCE 7 -88 "MINIMUM DESIGN LOA05 FOR BUILDINGS AND OTHER STRUCTURES ". 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .0351 CONFORMING TO ASTM A446. STRUCTURAL QUALITY. 3PADE D. WITH A MIN Fy = 53 KSI, GALVANIZED IN IN ACCORCANCE WITH ASTM G60. EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM, V.O.N. 4. PRODUCT MARKINGS SMALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN MUM OF ONE MARKING PER PANEL AND SHALL. BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING CO., INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy . 33 KSI 0R APPROVED COATED HARDWARE. 6. MATERIAL SPECIFICATIONS NOTES HEREIN ARE HE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITI3NS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. FOR TYPE 1 & TYPE II PANELS, AN OPT ONAL 1" x V' x 16 GA STEEL 3AR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE. PROVIDE) THAT THE PANEL SANS USED ARE 101" 311 LESS, AND THAT THE SEPAWaTION FROM GLASS 15 2" OR MORE BUT LESS THAN 2.5 ". 9 TYPE 1 it 1 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1/4 - 20 x 1" BOLTS WITH DIE CAST ALUMINUM WASHEREC WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 43 ". MIDSPAN FASTENERS ARE NOT REQUIRED TYPE 1 3. 11 PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1' x 1" x 16 GAUGE STEEL BAR USING 1/4 - 20 x 3 - 1/2" BOLTS WITH CUE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS;. FOR TYPE 01S. IV PANELS, FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETA LS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODU:TS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH LADE COUNTY PROTOCOLS PA 201.2C2. AND 203 DESIGN IS RASED ON HURRICANE ENGINEERING L TESTING (HETI) REPORT No. 94 -312c, 140. 93.-317b, No. 9$ -3.01b, AND CONSTRUCTION AND TESTING CORPORATION (CTC) REPORT No. 95 -021, 9S -031, 96 -006R. 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 HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OF MECHANICALLY .125 TYP. 2.00 2.118 6.00 HALF PANEL ONE HALF PANEL PER OPENIN3 MAY BE USED AS REQUIRED TO COVER OPENING. 1.'10 4 3 1 AC RCSS FLATS k GAUGE 1 .s5 WASHERED NUT SCALE HALF SIZE NOTE: WASHERED NUT MUST BE PLACED OVEP NARROW PORT ON OF KEYHOLE SLOT. 2.00 ® STUDDED ANGLE SCALE : 3" = 1' -0" EXISTING STRUC - URE 0' .045" SPRING LOCKING CLIP (1" WIDE) SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" F"" "h" HEADER SCALE : 3" = 1' -0" 1/4 -20 x 3/4" MACHINE SCREW STUD PUNC-IEO INTO ANGLE (SEE DETAILS FOR SPACINGI C TYP. IMIN INN OVERLAPFASTEVERS TYP. (SEE NOTE N 8)-/ R .187" -/ 1126" IWITH 1/6" = 1 -5/8" SILL TRACK slot (a 6" o.c o O STEEL BAR SCALE : 3" = 1' -0" ALUM. ANGLE CLOSURE PIECE: 1" : 2" x .055" MIN. TO 2 "o S " x 055 " MAX. k A 6' )TYP TENSION FASTENER 12" 0.C. FOR DESIGN LOADS SCALE: LESS THAN OR EQUAL TO 140 P.S.F. & (13 6"'. C. FOR DESIGN LOADS GREATER THAN 140 P.S.F (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR( WIDTH UNLIFIITEO (PERP. TO PANEL SPAN) TOP MOUNT SECTION /r► 0 L OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW IL NOTES 8 8. 5) PLAN VIEW BOTTOM MOUNT TYPICAL ELEVATION - TYPE 1 1/4" MAX. [KA:. l_ E XISTING STRUCTURE IPERP TO PANEL SPAN) ) r__ TOP MOUNT 2.. I IT YP) 1/4" MAX. WIDTH uNL)MIIED SECTIO PLAN VIEW BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) O . TYP. IOPTIONAL) SEE TYPICAL ELEVATION 8 vOTE88.9. APPROVED AS C PLAN VIEW SOUTH FLORID INC PL BUIL ALUM ANGLE CLOSURE PIECE ING WITH r x ." F T O S" x . 125 125 " MAX IIN. --/ CODE / 1 - 1/2" c 1. -O.p BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 - :k • QZ (PERP. TO PANEL SPAN) 7 TOP MOUNT b 1 ' TYP WIDTH UNLIMITED SEC TIO N 0 L OVERLAP FASTENERS & OPTIONAL BAR (SEE PLAN VIEW 8. NOTES 8 8 9) PLAN VIEW BOTTOM MOUNT TYPICAL ELEVATION - TYPE II Q 0 0 0 0 Q 2 CC 0 WIDTH UNLIMITED (PERP. TO PANEL SPAN( (TYP) SECTION BOTTOM MOUNT TOP MOUNT PLAN VIEW TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD P ANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) 1/2" MIN. OVERLAP SHEAR FASTENER (0. 12" O.C. FOR DESIGN LOADS LESS THAN DR EQUAL TC 140 P.S F. b (d E" 0.C. FOR DESIGN LOADS GREATER THAN 140 P.i.F. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR. - I 1 -1 /2" MIN PRODUC'RgEtiEW ED ACCEPTANCE No.91 - 1 20 5. ()- -1 1 I F.XPIRATION DAT By PRODuc 11;UN 1 Ku t, UL V EMUN O J 0 Y • o O J IA Z a 4 ) ,jr- _) Y 1 d O d Cr 0 O m J O _ 3w � O J O r N V I O �Im II � 0 (desr9r, by l VJh 01) N 212 tui OHO 41Iv 0.0 040 VI V €1p m 95 -331 FL LI• 'e No PE 0 i•33L r . 0 0 b /9 /i$ Him d+N .P V.J. KNIE .`E' /ICH PROFESSION _ ENGINEER 6 8 • ( scale (drawn tv AS NOTED J I 00 (checked by y144 draw m<l no 1 iM.F 1 of 6 MAX. PANEL LENGTH (SEE TABLE 11 MAX PANEL LENG11.1 (SEE TABLE 1) mAX. PANEL LENGTH (SEE TABLE 11 (vERTICAL OR HORIZONTAL) GEN REVISiON GENERAL REV(SION (VERTICAL OR mt)RIZONTAL) 0 I 1 1 (VERTICAL OR )1 7 M 0 O 0 2.250 062 ITYPI 2.030 "U" HEADER SCALE : 3" = 0 ITYPI = a a c ALT. LEG DIRECTION FULL PANEL R 750 188 "F" TRACK SCALE : 3" = 1' -0 " PRODUCT MARKING IOCATION7 0 O 0 .313 I 469 eo = =� HORIZONTAL LEG CPTIONAL 2.000 r Pin :U(1 MARKING (OPT I AL LOCATION) O STORM PANEL SCALE : 3" = .125 TYP. 5 00 MAX ANGLE 0 ANGLE SCALE . 3 = V-0" j 0 N .751 _ l SCALE = 3" = 1' -0" O WINGNUT B� SCALE HALF SIZE GENEPAL NOTES: 1. THIS SHUTTER SYSTEM I5 DESIGNED IN ACCORDANCE WITH THE SOUTH FLCRIDA BUILDING CODE. 1991. EDITION 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PEW : ORMED FOR SPECIFIC JOBS IN ACCORDANCE WI - 11 ASCE 7 -88 "MINIMUM DESIGN LOA05 FOR BUILDINGS AND OTHER STRUCTURES ". 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .0351 CONFORMING TO ASTM A446. STRUCTURAL QUALITY. 3PADE D. WITH A MIN Fy = 53 KSI, GALVANIZED IN IN ACCORCANCE WITH ASTM G60. EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM, V.O.N. 4. PRODUCT MARKINGS SMALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN MUM OF ONE MARKING PER PANEL AND SHALL. BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING CO., INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy . 33 KSI 0R APPROVED COATED HARDWARE. 6. MATERIAL SPECIFICATIONS NOTES HEREIN ARE HE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITI3NS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. FOR TYPE 1 & TYPE II PANELS, AN OPT ONAL 1" x V' x 16 GA STEEL 3AR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE. PROVIDE) THAT THE PANEL SANS USED ARE 101" 311 LESS, AND THAT THE SEPAWaTION FROM GLASS 15 2" OR MORE BUT LESS THAN 2.5 ". 9 TYPE 1 it 1 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1/4 - 20 x 1" BOLTS WITH DIE CAST ALUMINUM WASHEREC WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 43 ". MIDSPAN FASTENERS ARE NOT REQUIRED TYPE 1 3. 11 PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1' x 1" x 16 GAUGE STEEL BAR USING 1/4 - 20 x 3 - 1/2" BOLTS WITH CUE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS;. FOR TYPE 01S. IV PANELS, FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETA LS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODU:TS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH LADE COUNTY PROTOCOLS PA 201.2C2. AND 203 DESIGN IS RASED ON HURRICANE ENGINEERING L TESTING (HETI) REPORT No. 94 -312c, 140. 93.-317b, No. 9$ -3.01b, AND CONSTRUCTION AND TESTING CORPORATION (CTC) REPORT No. 95 -021, 9S -031, 96 -006R. 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 HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OF MECHANICALLY .125 TYP. 2.00 2.118 6.00 HALF PANEL ONE HALF PANEL PER OPENIN3 MAY BE USED AS REQUIRED TO COVER OPENING. 1.'10 4 3 1 AC RCSS FLATS k GAUGE 1 .s5 WASHERED NUT SCALE HALF SIZE NOTE: WASHERED NUT MUST BE PLACED OVEP NARROW PORT ON OF KEYHOLE SLOT. 2.00 ® STUDDED ANGLE SCALE : 3" = 1' -0" EXISTING STRUC - URE 0' .045" SPRING LOCKING CLIP (1" WIDE) SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" F"" "h" HEADER SCALE : 3" = 1' -0" 1/4 -20 x 3/4" MACHINE SCREW STUD PUNC-IEO INTO ANGLE (SEE DETAILS FOR SPACINGI C TYP. IMIN INN OVERLAPFASTEVERS TYP. (SEE NOTE N 8)-/ R .187" -/ 1126" IWITH 1/6" = 1 -5/8" SILL TRACK slot (a 6" o.c o O STEEL BAR SCALE : 3" = 1' -0" ALUM. ANGLE CLOSURE PIECE: 1" : 2" x .055" MIN. TO 2 "o S " x 055 " MAX. k A 6' )TYP TENSION FASTENER 12" 0.C. FOR DESIGN LOADS SCALE: LESS THAN OR EQUAL TO 140 P.S.F. & (13 6"'. C. FOR DESIGN LOADS GREATER THAN 140 P.S.F (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR( WIDTH UNLIFIITEO (PERP. TO PANEL SPAN) TOP MOUNT SECTION /r► 0 L OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW IL NOTES 8 8. 5) PLAN VIEW BOTTOM MOUNT TYPICAL ELEVATION - TYPE 1 1/4" MAX. [KA:. l_ E XISTING STRUCTURE IPERP TO PANEL SPAN) ) r__ TOP MOUNT 2.. I IT YP) 1/4" MAX. WIDTH uNL)MIIED SECTIO PLAN VIEW BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) O . TYP. IOPTIONAL) SEE TYPICAL ELEVATION 8 vOTE88.9. APPROVED AS C PLAN VIEW SOUTH FLORID INC PL BUIL ALUM ANGLE CLOSURE PIECE ING WITH r x ." F T O S" x . 125 125 " MAX IIN. --/ CODE / 1 - 1/2" c 1. -O.p BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 - :k • QZ (PERP. TO PANEL SPAN) 7 TOP MOUNT b 1 ' TYP WIDTH UNLIMITED SEC TIO N 0 L OVERLAP FASTENERS & OPTIONAL BAR (SEE PLAN VIEW 8. NOTES 8 8 9) PLAN VIEW BOTTOM MOUNT TYPICAL ELEVATION - TYPE II Q 0 0 0 0 Q 2 CC 0 WIDTH UNLIMITED (PERP. TO PANEL SPAN( (TYP) SECTION BOTTOM MOUNT TOP MOUNT PLAN VIEW TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD P ANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) 1/2" MIN. OVERLAP SHEAR FASTENER (0. 12" O.C. FOR DESIGN LOADS LESS THAN DR EQUAL TC 140 P.S F. b (d E" 0.C. FOR DESIGN LOADS GREATER THAN 140 P.i.F. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR. - I 1 -1 /2" MIN PRODUC'RgEtiEW ED ACCEPTANCE No.91 - 1 20 5. ()- -1 1 I F.XPIRATION DAT By PRODuc 11;UN 1 Ku t, UL V EMUN O J 0 Y • o O J IA Z a 4 ) ,jr- _) Y 1 d O d Cr 0 O m J O _ 3w � O J O r N V I O �Im II � 0 (desr9r, by l VJh 01) N 212 tui OHO 41Iv 0.0 040 VI V €1p m 95 -331 FL LI• 'e No PE 0 i•33L r . 0 0 b /9 /i$ Him d+N .P V.J. KNIE .`E' /ICH PROFESSION _ ENGINEER 6 8 • ( scale (drawn tv AS NOTED J I 00 (checked by y144 draw m<l no 1 iM.F 1 of 6 MAX. PANEL LENGTH (SEE TABLE 11 MAX PANEL LENG11.1 (SEE TABLE 1) mAX. PANEL LENGTH (SEE TABLE 11 (vERTICAL OR HORIZONTAL) GEN REVISiON GENERAL REV(SION (VERTICAL OR mt)RIZONTAL) SEE MIN. SEPARATION FROM 0145S SCHEDULE GLASS OF' 000R ■ 01 ASS OR 000R W 0 a W SEE MIN SEPARATION FROM GLASS SCHEDULE ANGLE TO WALL DETAIL EMBED (TYP.) ANGLE TO WALL DETAIL E KISTING STRUCTURE - ENSIGN FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM ® CONT EXISTING STRUCTURE WOOD FRAMING TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOK 1- PP ... 611114. A CONT. W000 FRAMING WALL MOUNT SECTION 0 SALE . 3" = 1' -0" 0 1/4" MAX. PANEL TO ANGLE DETAIL 1/4" MAX. 1/6 -20 MACHINE eater & WINGNUT®OR WASHEREO NUT 0 (II 6" 0.0 FOR TYPE I & II OR (a) 12" O.C. FOR TYPE 111 8 TYPE IV PANEL TO ANGLE DETAIL ( r 1/4 -'0 MACHINE BOLT S. WINGNUT® OR WASHEREC NUT 'Ba (d 6" O,C. FOR TYPE 1 & 11 OR (m 12" O.C. FOR TYPE 111 1, TYPE IV SEE MIN. SEPARATION FROM CLASS SCHEDULE /1111N111 /I//Nlllll/M w ,.':::':::.'''::: GLASS OR DOOR EMBEDMENT NOTE SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR 0 CONT.� • EMBED. (TYP.) SHEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 1 BOTTOM • 4 • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 4 u EOG&OlST I Ot —0 J u^ CONT. EDGE NOTE: USE OF THIS DETAIL IS LIMITED TO = 12 PSF. 1/4 -20 MACHINE BOLT & WINGNUT® OR WASHEREO NUT 8a) (A 6" 0 C FOR TYPE I& II OR (19 12" 3.C. FOR TYPE 1(I & TYPE IV 44 DIST O B CEILING /INSIDE MOUNT SECTION SCALE : 3" • 1' -0" 1 /4 ") x 1 - 3/4" S.S. LAG @ 12" O.C. W/ 1 - 1/2" PENETRATION INTO )4000 2 - 1/6"D x 4 -1/2" S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD CONT. O WALL MOUNT SECTION E WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" EXISTING STRUCTURE 1/4" MAX. +— E XISTING STRUCTURE EXISTING STRUCTUR: GLASS OR DOOR SEE MIN SEPARATION FRCM GLASS SCI 1/4 -20 MACHINE BOLT S. WINGNUT ®OR WASHE RED NUT Oa (51 6" O.C. FOR TYPE I & 11 OR (al 12" O.C. FOR TYPE 111 & TYPE IV GLASS OR 000R tn O IJ 0 W SEE MIN. SEPARATION FROM 3LASS SCHEDULE (TYP.) • • 4 4 • © CONT. ®4 CONT. (TYP. TOP L BOTTOM EXISTING STRUCTLRE TENSION xASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 1 BOTTOM EXISTING STRUCTURE • SIDE CLOS-IRE RE:'0. (SEE PLAN VIEWI O BUILD —OUT MOUNT SECTION C SCALE: 3"= -0" TENSION FASTENER (SEE TOP MOUNT DETAIL ABOVE) EXISTING STRJCTURE ® WALL MOUNT SECTION (DIRE.CT MOUNT) SCALE . 3" x 1/4 -20 MACHINE BOLT t NUT (O 12" O.C. STAGGERED (TYP, TOP t BOTTOM) TENSION FASTENER - USE RAWL CALK -IN, ELCO FEMALE "PANELMATE ". ELCO MALE "PANELMATE ". ITW EPDXY ANCHOR OR WOOD BUSHING TENSION FASTENER (8l 5" O.C. MAX FOR T YOE 1 8 it 3R (a 12" O.C. MAX. FOR T'/PE III 3. TYPE IV ISE( ANCHOR SCHEDULE FOR ANCHOR SPECS) FASTENE PS MUST Bt LESS THAN SCHEDULE SPACING 00 NOT USE WHERE SPACING 15 LESS THAN 6". 1/4" MAX. 1/4 -20 MACI -INE BOLT L WINGNUT ®OR WASHERED NUT ( (la 6" O.C. FOR TYPE 1 & 11 OR (a 12 0 C FOR TYPE III 5 TYPE IV PRODUCT RENEWED ACCEPTANCE N 1 1 — 1 z68 •4� EXPIRATION DATE E RLAI 9 By C PRODUCT DIVISION CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS CO • PING WITH THE SOUTH FLORID. :►LNG• CODE / DAT a ��►► ..., 19' BY PRODUCT ► DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO,q6 — 650 C I . bZ- 0 IO a '0 0 L a ur J 4 ,a y a O a 0 O ▪ T. cm - w z J o 0 r w a v tr. tel N �H a — NI," JIVE ,a V.J. KNEZEVICN PROFESSIONAL ENGINEER FL LiC PE 00 (sulr 1 AS NOTED (ae5ipn by l VA ar A•,na -10 Irhe2Ked 01' 1 95 -331 Meet 2 of 6 1/1 0 V1 1/) a drawn t GG NEGATIVE DESIGN LOAD w (PSF) TYPE 1 TYPE N TYPE IN TYPE IV FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS IL SILLS USING STUDS, BOLTS OR OIRECT MOUNT 6" O.C. BOLTS OR OAR REQ'O. AT N1DSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS Z. SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT (m 6" O.C. BOLTS OR OAR 0E09. AT NEISPAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS 8 SILLS USING STUDS. BOLTS OR DIRECT MOUNT ((fl 12" O.C. NO BOLT% OR BAR REQ9. AT I90SPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS b. SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT QD 12" O.C. MO BOLTS OR BAR REQ9. AT NOSPAN OVERLAPS L min. (FT -1N) L min. (FT -1N) l min. (FT -IN) L min. (FT -IN) 40.0 8 -8 12 - 0 8 -8 11 -6 45.0 8 -8 12 - 8 -8 10- 10 50.0 0 -8 11 -9 8 -8 10- 3 55.0 8 -8 11- 2 8 -8 9 -9 60.0 8 -8 10 -9 8 -8 9 -4 62.0 8 -8 10 -6 8 -8 9 -3 65.0 8 -6 10 -4 8 -8 9 -0 70.0 8 -6 9 -11 8 -8 8 -8 72.0 8 -4 9 -9 8 -7 8 -7 75.0 8 -0 9 -7 8 -4 8 -4 80.0 7 -6 9 -3 8- 1 8- 1 90.0 6 -8 8 -9 7 -2 7 -8 100.0 6 -0 8 -3 6 - 6 7 - 110.0 5 - 6 7 - 11 5 - 10 6 - 11 120.0 5 - 0 7 - 7 5 -5 6 -7 130.0 4 -7 7 - 3 5 - 0 6 - 4 140.0 4 -3 7 -0 4 -7 6 -1 150.0 4 - 0 6 - 4- 3 5 -11 160.0 3 -9 6 -7 4 -0 5 -9 170.0 3 -6 6 - 4 3 -9 5 -7 180.0 3 -4 6- 2 3 -7 5 -5 190.0 3- 2 6 -0 3 -5 5- 3 200.0 3 -0 5 -10 3 -3 4 - 11 210.0 2- 10 5- 9 3- 1 4 9 220.0 2 - 9 5 - 7 2- 11 4 - 230.0 2 - 7 5 - 1 . 2 -9 4 -4 POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN (1) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABGVE GRAOE IINCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 40.0 5 0 r 2 - 1/2 1 - 1/4 8- 5 2 2 -1/2 1 - 1/2 12 - 0 N.A. 3 -1/4 2 -1/2 50.0 5 0 2 2 -1/2 1 - 1/4 8- 5 2 2 -1/2 1 -5/8 11 - 9 N . 3 - 1/4 2 -3/4 60.0 5 - 0 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 10 - 9 N A 3 -1/4 2 -1/2 70.0 S- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 9 - 11 N.A. 3 -1/4 2 -1/1. 80.0 5 - 0 2 -1/2 1 -1/4 8- 5 7 2 -1/2 1 -7/8 9- 3 N A 3 -1/4 2 -1/8 90.0 5- 0 7 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/8 8 - 9 N . 3 -1/4 2 100.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 8- 3 2 2 -1/2 2 110.0 4- 0 2 2 -1/2 1 - 1/4 6- 0 2 2 -1/2 1 -3/8 7 - 11 2 2 -1/2 1 -7/8 120.0 4- 0 _ 2 2 -1/7 1 -1/4 6- 0 2 2 -1/2 1 -3/8 7- 7 2 2 -1/2 1 -7/8 GLASS OR 0006 EXISTING STRUCTURE SEE MIN SEPARA 11ON FROM GLASS SCHEEL ©CONT 1/4 -20 MACHINE BOLT & NUT (8 21" 0.C. _1 4OCONT. (TYP. TOP BOTTOM TENSION FASTENER (SEE ANCHOR SCHEDULE/ SIDE CLOSURE REO'D. ISEE PLAN VIEW/ NOTES: - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS - HEADERSO2 &OCANNOT BE USED IN COMBINATION WITH THIS DETAIL. 1/4 -20 MACHINE BOLT & WINGNUTO OR WASHERED NUT 82 CO 6" 0.C. FOR TYPE 18 11 OR (d 12" 0 . FOR TYPE I11 & TYPE IV O -Z ALT. BUILD -OUT MOUNT SECTION SCALE 3" = 1 -0 TABLE 1 - STORM PANEL SCHEDULE EXISTING STRUCTURE TENSION FASTENER ISEE ANCHOR SCHEDULE) N O W 0 0 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE EY1511NG 5 /6" STUCCO FINISH 0 1/6 -20 MACHINE BOLT & WINONUTO OR WASHEREO NUT Ba CD 6" O.0 FOR TYPE 1 3. 11 OR (rD 12" 0.0 FOR TYPE III & TYPE IV NOTE' THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. "F" I HALK LEG MAY BE REVERSED WALL MOUNT DETAIL 0 SCALE . 3" = 1' -0" EXISTING STRUCTURE N A - NOT APPLICABLE - MUST MEET "NO BAR" REOU1REMENTS MAX. OESIGN LOAD - * 72 PSF ALT. WALL MOUNT W/ SPRING CLIP SCALE. 3" = TABLE 2 - MIN. SEPARATION FROM GLASS SCHEDULE 10 TWO EA. (a 6" O.C. TENSION FASTENER ISEE ANCHOR SCHEDULE) PRODUCT RENEWED ACCEPTANCE No.Q l - /2.6/CO EXPIRATIO DATE: 1 i' • 9 1 4 • By PRODUC, BUILDING C 0 STORM PANEL 150 135 - 80 NTROL DIVISION DE COMPLI 40 1/4 -20 5.5. BOLT & WINGNUT (al PANEL MIDSPAN OR (m 51" 0.C. MAX. ITYP) 2" r 125" MIN TO 6" . 4" w 125" MAX. CONT 6063 -16 ALUM ALLOY OR 18 GAGE GAL,. STEEL ANGLE CORNER DETAIL O SCALE 3' i. -0. STORM PANEL SPAN vs. DESIGN LOAD DIAGRAM 50 APPROVED AS /COMPLYING WITH THE SOUTH FLORI /.A BUILDING CODE DAT i 1996 BY � PROD ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO i -056q. 6 O 5TORM PANEL 60 1 1 I 70 80 DESIGN LOAD - NEGATIVE (PSF) FL n VI C 0' P d N h i 7 v ■ 1- 1: .- N ...) 4 ,fl H ._J c V.J. KN VICH PROF ES ,NA ENGINEER 01 83 w /9/94 Lar awn 6y GF> (AesIgr� b1 l chrr r J6 I VJN J tlr aw,na no. 95 -331 sh•ar 3 of 6 scale AS NOTED U Iri 1- Q V 0 ut CU '4 r W o' 1- r L7 0 O 6) e No: ANCHOR NOTES. 1 MINIMUM EMBEDMENT AND EDGE DISTANCE E%C.UDES WALL FINISH 00 STUCCC 2 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3 WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE [. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N 5 WHERE EXISTING STRUCTURE 15 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY FIELD VERII.Y THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS. NOT PLYWOOC. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE FRAMING 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD 3/1. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. ■ REOUIRED FOR DIRECT MOUNT ® 6" OR 12" 0.0 SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE N A = DO NOT USE ANCHOR PRODUCT RENEWED ACCEPTANCE NO,Q I - I ZO EXPIR TION DAT A• ISRL RY f 9 / . B ► E.-�* PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS C LYING WITH THE SOUTH FLORIDA ( DING CODE QQ // DAT I Zz • • 199.6 BY PRODUCT ON ROL DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9(O'Ce ) q• 6z O N L. 0 0 0 m Y � Cl. en 0 O Z LL O J J N Q O 4 IX O O W m 3 s. D D F Q W Z r- - 0 I N N IA Li_ d _ W - - Q Z N m Z E O _ ° n Ul 7' u .- .4 O Y. J u .O F Q V1 J 0 rsc Ble — nidrewn by 1, i. NOT(L 2 L G G Deslg by V /r O J CneC 0y1 V .10. / 1 drew,nq no 95 -331 en••i L. of 6 0 Q 0 U N 20 GA. STEEL STORM PANEL 1996 KNEZEviCH 3. ASSOCiA TES M A GENERAL RE COMMENTS I 19/18/9S REVISION ANCHOR SCHEDULE LOADS (INCHES) 1:7"---.... FASTENER wfaitm SPACING REOUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD (W) PSF 2" EDGE DISTANCE !" EDGE DISTANCE SPAN (L) FT. SPAN (1.1 FT. , _,o M•X , -4.. e ._ s Ax _ M•x. 6 ._ a . 7 _4 M •X MAx e MAK „_.• . MAX HOLLOW BLOCK 1 /.•• ITw BUILOEX T••CON V /Ll /B MIN . EMBEDMENT 'MAT I I I III II IM 'M:r I IMIIIMMIRMIRMOMMIIMIMI IM I LPIEI' IIILMIREI I/ I I MI' 6 4.7 F 74-71F 'M:XF III 2.XSF / .M % M� II TAP." I II s PS MAX • N.A I III II I IMI SLEEVE ANCHOR W/ SLEEVE E. Me NCAO 1 -1 /4• MIN. EMBEDMENT 'LT III 67 PSF MA% I �' SMAxF I I I ®� / I/ MF 67 PSF MA%. I I I INE' II TT IS MA%. I 12 PSF I II"IIII I" / I MI MIAMI I III /I'II I / ST PS F MAX. '4:r ':::.s` •/L•• R•VL Z•NAC N •l -W V/ 1 -1/8 MIN. (NBLDM(Ni LN :X F 2]0 05 30 P I I /I �M' 'MAx I/ I (III PM 1 /L "" RAWL 7•MAC NAIL -IN V/ 1_1/6 "MIN EMBEDMENT Sn:: I IIIIIIII I I I I MI MI I � IIIIM I I V ;Ur I 'M :r I / I I ��' IIIIMI III II 21:x5` III (V'II'I 'III (" I'I I I I /III III' I' 1/L•• RA WI C•LK -N V/ /.- MIN EM BCOMENT L 1 /a - 5 �� M • 11 B ISLE NOTE 41 ` ` S2 Ax SF P M 62 PS. • 1: x ` 'LT III MiLINIMIIMMIMMILM III 'LC" "MAYS• 1 /4•• ELCO FEMALE •P•NELM •TE - V/ 1 -5/9 MIN EMBEDMENT 11 /"'WTO CAVITY) SC 1 /L -70 75.5� 5 1A[MWE SCREV F )(1E�.IONE• (V�{JJW�6� ‘.1.7' I II • PL VL OPOP_N w/ I' nIN. :10(DryCNT L -t0 S 5 M:CWNE 5[RFM ,,, ,,_/ 70 1 ®III (III S7 PSF MAY II I 'LT I/I PSF 62 ry:� I'II III' ®' I MI 2 MAk F IIIIIIII MI® I % I MIIII I I III III _'LT SF " IS. 7M ;S III 1/4'• [LEO M :L[ • PANELM :T[' V/ 1_S /B II /" INTO CAVITY( MN EMBED L 1/4.70 7tc.0 SCOEw S7 U0 V/ V :SN[REO wWONVT OR w •SN[RCO NUT . 01$1411011. 4N PSF :x I I / S" PSF MA% I I I III '2 i M :K III I I I I I/ II I 621X` II /I II I II I I A•X F 'MAxF III MIMIMIIIPM. I 'r-P." I � I M I' L �I I I/ 11.-20 CAD ANCHOR w/ S.f. MACHINE SCR[W V/ 1-7/9 EMBED 4B PsF M :X. IIIIIII 61 A PSF Mk VIII'!' I 77 PS MAx 'MAX • I • / IN• 1♦ II I LA=XF I II N' 4 II I �M I I . = 1 M: % F III ®' 74A7: ` 'LIT I �'WAL II ”.6.P:' IIIIIIII ANCHOR NOTES. 1 MINIMUM EMBEDMENT AND EDGE DISTANCE E%C.UDES WALL FINISH 00 STUCCC 2 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3 WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE [. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N 5 WHERE EXISTING STRUCTURE 15 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY FIELD VERII.Y THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS. NOT PLYWOOC. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE FRAMING 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD 3/1. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. ■ REOUIRED FOR DIRECT MOUNT ® 6" OR 12" 0.0 SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE N A = DO NOT USE ANCHOR PRODUCT RENEWED ACCEPTANCE NO,Q I - I ZO EXPIR TION DAT A• ISRL RY f 9 / . B ► E.-�* PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS C LYING WITH THE SOUTH FLORIDA ( DING CODE QQ // DAT I Zz • • 199.6 BY PRODUCT ON ROL DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9(O'Ce ) q• 6z O N L. 0 0 0 m Y � Cl. en 0 O Z LL O J J N Q O 4 IX O O W m 3 s. D D F Q W Z r- - 0 I N N IA Li_ d _ W - - Q Z N m Z E O _ ° n Ul 7' u .- .4 O Y. J u .O F Q V1 J 0 rsc Ble — nidrewn by 1, i. NOT(L 2 L G G Deslg by V /r O J CneC 0y1 V .10. / 1 drew,nq no 95 -331 en••i L. of 6 0 Q 0 U N 20 GA. STEEL STORM PANEL 1996 KNEZEviCH 3. ASSOCiA TES M A GENERAL RE COMMENTS I 19/18/9S REVISION ANCHOR SCHEDULE LOADS (INCHES) ,,,, tm �i FASTENER FM SPACING REOUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD ( PSF 2' EDGE DISTANCE 7" EDGE DISTANCE SPAN (L) FT. SPAN ELI FT. nAX IIIIIIII IIIIIIII •1 • x M•% M•% 000M MAX M •X CONCRETE I/ L ITV B LD X 1APCON V/ 1 -1/0" MIN. CN BCOMCNT €1�® `MAX SAwX` 64:x I I MM II IM II M' 7 4: . I I/ P. ira' II I LM� 'M:XF III 2.XSF / .M % M� II 730 P MA ). I I s PS MAX I II / ,,..-•17v/ PCO MAD SLEEVE ANCNOR EmBECI 1.1 / M(Nt a MIN CnBCO LMAxF III/ 67 PSF MA% I �' I / Sj PSF MAY. II/I TnAXF / I MF 67 , MAx. III/ (III INE' I TT IS MA%. III I I S /LL'e BR:SL w000 6USMNG v /rNN [MBE OMCN1l „•.i., S n :`NNE scRFw LMAXF i I M /I'II I / ST PS F MAX. _II"'_ 6A:X ILMEMIIMILMBEINITOMEVI 2]0 05 30 P I I /I �M' 'MAx I/ I (III PM 1 /L "" RAWL 7•MAC NAIL -IN V/ 1_1/6 "MIN EMBEDMENT 4MA %F IRRIMMIROWIRMINILMFI STMA'. . I I �� I I �M 6f1AX III I I/ I 71:XF NE I'I I I I I ` TMAx` I I II ®/III j „ IIIIIIII • PL VL OPOP_N w/ I' nIN. :10(DryCNT L -t0 S 5 M:CWNE 5[RFM ,,, ,,_/ 70 1 ':..7F IIIIIIII 'I'I/ 54.7r PSF 62 ry:� I'II / I MI 72 P 5f nAr IIIIIIII • ( '•IAk` IWlI/II/II 7M ;S III (III% 1 I' RANI W/ r /6' nW E SEDMEN CALK -IN L 1/4 -20 S.5 M•CwNE SCREW • (SCE NO CE al lry :x I LI/ I I/ 52 P5f MAX. I I I I I III 621X` I I II I 72PSF M :Y. I I�II (III �M�F /II 'AAx 20 S P n: r. S I IIIIIIII IIIII"I �I I I/ 1/4 [LCD FmALE 'P ANCInATC' w/ I -5,8 MIN EMBEDMENT • I1/2 INTO S N C :C omN E SE RFw 1/4_20 S S nIFN SC I{iC EMEIP�” • V 44.7 5 PsF AX 61 A PSF Mk VIII'!' I 77 PS MAx III / I I /I 'MAx` 'IIIIIII - 4T IIIIIIII IIIIIIII II I I / w•v 51.50 nAlL "P •/[LMATE" w/ 1-S /F 11 /j' INTO C :VI /YI II M FMCD L +/L_20 MACM2 SCAE w STUD w/ wASNEREO NC VINOMUT OP wASMCRCD NUT ganating • LB PSF MAx. 52 PSF M :Y. 6 MA) PSF IIIIIII' 74A7: ` I I MIIIIMI M' 'M : III' 3 I'II N. :. ) NA ® N.A ® N.A L 230 PSF MAY ANCHOR NOTES. 1 MINIMUM EMBEDMENT AND EDGE DISTANCE E%C.UDES WALL FINISH 00 STUCCC 2 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3 WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE [. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N 5 WHERE EXISTING STRUCTURE 15 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY FIELD VERII.Y THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS. NOT PLYWOOC. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE FRAMING 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD 3/1. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. ■ REOUIRED FOR DIRECT MOUNT ® 6" OR 12" 0.0 SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE N A = DO NOT USE ANCHOR PRODUCT RENEWED ACCEPTANCE NO,Q I - I ZO EXPIR TION DAT A• ISRL RY f 9 / . B ► E.-�* PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS C LYING WITH THE SOUTH FLORIDA ( DING CODE QQ // DAT I Zz • • 199.6 BY PRODUCT ON ROL DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9(O'Ce ) q• 6z O N L. 0 0 0 m Y � Cl. en 0 O Z LL O J J N Q O 4 IX O O W m 3 s. D D F Q W Z r- - 0 I N N IA Li_ d _ W - - Q Z N m Z E O _ ° n Ul 7' u .- .4 O Y. J u .O F Q V1 J 0 rsc Ble — nidrewn by 1, i. NOT(L 2 L G G Deslg by V /r O J CneC 0y1 V .10. / 1 drew,nq no 95 -331 en••i L. of 6 0 Q 0 U N 20 GA. STEEL STORM PANEL 1996 KNEZEviCH 3. ASSOCiA TES M A GENERAL RE COMMENTS I 19/18/9S REVISION ANCHOR SCHEDULE LOADS (INCHES) I BI•ull F ASTENER � ✓ - _ - _1 SPACING REQUIRED FOR VARIOUS DESIGN EXISTING 1STRUCTURE ANCHOR TYPE NEG. LOAD (W) PSF 2 " EDGE DISTANCE 3" EDGE DISTANCE SPAN IL) FT. SPAN (L) FT. , -10- 1 .4. B•_s• .. MA1 M MAX IIIIIIII ®/ L. _0• . 7 - _._ M MAX e -3 MAX 71_4 MAX 000M 1 /4•• LAO EMBEDMENT V/ 1.1/7' MIN E MB[D 4MA : 5MAx 62 Pf' MA ' �' �'M 74 17 AX IM M' I MI' 'NAX III/ IMIIIMILMMIMMIMIMI I LM� 2.XSF 1/. CLEO FEMALE 'PAN[LMATE- , j T 1_S /B' MM EMBEDMEN ' 1•/j- WTO C: 07(S L C4[ 1 /4 S S M :C NWC Sw 117-p" ' a MAx F I I II I IM'M s PS MAX I II / I I II 67 PSF MA% I"I"I( I/ I / I I/ 14 4X• TnAXF I'IIII'I TMAXSF INE' I I I / I I S /LL'e BR:SL w000 6USMNG v /rNN [MBE OMCN1l „•.i., S n :`NNE scRFw LMAXF i I M /I'II I / ST PS F MAX. I I / 6A:X ILMEMIIMILMBEINITOMEVI 7 PsF MAX I II "I II I T ``\\ • I 6\\ 'MAx I/ I (III PM 2 P4XSF .II I II II ANCHOR NOTES. 1 MINIMUM EMBEDMENT AND EDGE DISTANCE E%C.UDES WALL FINISH 00 STUCCC 2 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3 WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE [. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N 5 WHERE EXISTING STRUCTURE 15 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY FIELD VERII.Y THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS. NOT PLYWOOC. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE FRAMING 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD 3/1. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. ■ REOUIRED FOR DIRECT MOUNT ® 6" OR 12" 0.0 SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE N A = DO NOT USE ANCHOR PRODUCT RENEWED ACCEPTANCE NO,Q I - I ZO EXPIR TION DAT A• ISRL RY f 9 / . B ► E.-�* PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS C LYING WITH THE SOUTH FLORIDA ( DING CODE QQ // DAT I Zz • • 199.6 BY PRODUCT ON ROL DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9(O'Ce ) q• 6z O N L. 0 0 0 m Y � Cl. en 0 O Z LL O J J N Q O 4 IX O O W m 3 s. D D F Q W Z r- - 0 I N N IA Li_ d _ W - - Q Z N m Z E O _ ° n Ul 7' u .- .4 O Y. J u .O F Q V1 J 0 rsc Ble — nidrewn by 1, i. NOT(L 2 L G G Deslg by V /r O J CneC 0y1 V .10. / 1 drew,nq no 95 -331 en••i L. of 6 0 Q 0 U N 20 GA. STEEL STORM PANEL 1996 KNEZEviCH 3. ASSOCiA TES M A GENERAL RE COMMENTS I 19/18/9S REVISION TWO I/4 "0 w00D LAG SCREWS (16 26•' O.C. MAX. USE 3rd ANCHOR 18 24 O.C. MAX. FOR SPANS GREATER THAN OR EQUAL TO 5' -6" © 2" x 2" x .093" ALUM. STUD ANGLE 1/4 -20 MACHINE BOLT b WINGNUTO OR WASHERED NUT Ba @ 6" O.C. FOR TYPE 1 6 II OP @ 12" O.C. FOR TYPE III 8. TYPE IV E CONT. 2" x 6" .125" ALUM PLATE 11 W000 MEMBER BETWEEN TRUSSES � r (MAX. DESIGN LOAD * 72 PSFI O SOFFIT CONNECTION DETAIL K SCALE : 3" = 1' -0" 2 x 6" x 1/8" CONT. 3/6" PLYWOOD ALUM. TUBE (6063 -T6) L._ 0 1/2 "0 THRU BOLT (a 12" 0.C. 8/4"6 RAWL CALK -IN (812" 0.C. W/ 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW OR 1/6"0 LAG SCREW (61 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD OS 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -16 (MAX. DESIGN LOAD / 72 PSF) 0 O N "PASS THRU" DETAIL SCALE : 3" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER 9914 SMS BETWEEN TRUSSES STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX ((("MAX. 1/8" TILE FINISH MATERIAL 1/4"0 RAWL CALK -IN @1 5" O.C. WITH 7/8" MIN. EMB. IN CONC. DR HOLLOW BLOCK 01r1 1/4"0 LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. TWO 1/4•'0 WOOD LAG SCREWS @ 74 O.C. MAX. PANEL SPAN . 5' -6" USE 3rd ANCHOR (9 24 O.C. MAX. FOR SPANS GREATER THAN OR EOUAL 70 5 1" x 6". 2" x 6" 062" CONT. ALUM. TUBE (6063 - 16) 9914 SMS ((0 12" O.C. PRODUCT RENEWED ENEWED ACCEPTANCE No Cr/ - JZOg• VS , EXPIRATION DATES L ARC / I Cjgq O 2" x 2" x .093" ALUM. STUD ANGLE 1/6 -20 MACHINE BOLT 2. WINGNUTO OR WASHERED NUT 899 QA 6" O.C. FOP TYPE t 8.110R (812" O.C. FOR TYPE 111 TYPE 1V TWO-3/16" 6061 -16 ALUM. POP RIVETS (d 12" 0.0 QS 2 "x3 "x1 /8"OR 2" x 5 x 1/8" 6063 -T6 ALUM. ANGLE OS 2"x3 "x /8 " TO 2" x 5" x 1/8" 6063 -T6 ALUM. ANGLE W/ 1/60 STUD (a 12" 0.C.. OPTIONAL 1/4 -20 S.S. MACHINE SCREW AND 1/4" 0 RAWL CALK -IN (3) 6" O.C. W/ 7/8" MIN. EMB. IN CONC. ONLY NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 1 72 PSF) © EDGE MOUNT DETAIL O SCALE : 3" = i' -0" 0 IMAX. DESIGN LOAD i '72 DSP) 1/4 -20 MACHINE BOLT S. WINGNUTO OR WASHERED NUT 899 (6 6" O.C. FOR TYPE 1 8. 1 1 0 18 (6 1 2 " 0 C FOR 'TYPE 111 S. TYPE IV G 2" x 2" x .093" STUDDED ANGLE W000 ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SOFFIT ACCESS MOLE ITYP) 1/6" MAX. By )1 C 9 PRODUCT CONTROLDIVISION $$ BUILDING CODE COMPLIANCE OFFI ALT. SOFFIT CONNECTION DETAIL © SCALE : 3" = 1' -0' NOTE$ THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 1 72 P5F) O EDGE MOUNT DETAIL P SCALE 3" = 1' -0" EMBED. APPROVE I COMPLYING WITH THE SOUTH F I 'DA BUILDING CODE DAT ' _ _IST Z. 19% BY PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO96 `0509. D m 4 F X i in 5/16" 0 RAWL CALK -IN 6 5" 0.C. W/ 5/16 -18 MACHINE SCREW W/ 1" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK QS 2 x 5" x 1/8" CONT. ANGLE 6061 -16 ALUM. W/ 1/4 - 0 STUD (81 1?" O.C. M O ANGLE BUILD —OUT SCALE 3' c 1' -0" 1/4 -20 MAHINE SCREW, ANGLE TO ANGLE CONNECTION (0 12" 0.0 1/4 -20 MACHINE BOLT 8 WINGNUTO OR WASHERED NUT 899 (A 6" O.C. FOR TYPE I 1 1104 (61 12" 0.C. FOR TYPE III 8 TYPE fV © 2" r 2" x 093" ST000E0 ANGLE EMBED (MAX. DESIGN LOAD a 72 PSFI IMAX DESIGN LOAD x 72 PSFI 1/4" 0 RAWL CALK -1N 6 6" O C. W/ 7/8" MIN. EMB. IN CONC. OR OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW O 2" K 3" r 1/8" CONT ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 TNRU BOLT TO HEADER (A 12" O.C. ._-0 1/4 "0 RAWL CALK -IN (0 6" O.C. W/ 1/4 -20 MACHINE SCREW W/ 7/8" MIN. EMBED. INTO CONC. OR HOLLOW 8LOCK (TYP. TOP 8 BOTTOM) OS 2 "x3 "x 1 /13"OR2 "x 5" x 1/8" CONT. ANGLE 6063 -16 ALUM. ITYP. TOP S. BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL © ANGLE BUILD -SOU T © SCALE 3 '. = 1 ._ O .. 1/6" MAX. ro V1 i 0 1- I- z 2 0 03 . 0 03 1,' .J z 2: S 0 FL L e sq No PE tde •98 Inset 5 of 6 O n O P N 1 > n � P • C V.J. KNEZ V(CH PROFESSIO• • NGINEER J)N O 6/9 scale 1d/own by aS NOTED l GO ides'Sn by 'Icbecked by VP.; VJK draw ng no 95 -331 V.J ICNEZEVICH PROFESSION NGINEER FL Li - .e No P Of ' 8 3 /9 �yi)1 1996 scale l( drawn by AS NOTEOJt 00 aesogn y l checked by V l VJr. araw.nQ no 95 -331 •t1..t 6 of 6 FINISH MATERIAL. STUCCO AND /OR PLYWOOD E R O HEADER MOUNT DETAIL SCALE 3" = 1' -0" 2" x 2" x .055" 6063 -16 CONT ALUM. TUBE — EMBED. 1/4"0 RAWL CALK -IN (A 6" O.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW 1/7" MAX IMAX DESIGN LOAD : 72 PSFI 0 ® 2" x 2" x .093" STUDDED ANGLE 1/4 "0 MACHINE SCREW (al 6" 0.C. 1/4 "0 RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK (A 6" O.C 1 "x 2" 2" x 3" 3" x 3" NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. )MAX. DESIGN LOAD a 72 PSF) x .055" 6063 -76 ALUM. TUBE 1/4" MAX. O 2" x 2" ALUM. TUBE BUILD -OUT O 2" SCALE : 3 - 1' -0 0 2 1/2" 3 2" .14 1/8" 5 6063 -16 ANGLE MIN. 1/4 "0 BAWL CALK -IN (81 9" 0.C. W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW 1/4 "0 THRU BOLT @ 12" O.C ANGLE TO "U" HEADER BUILD -OUT SCALE 3"' = 1-0" 2 "x2 "x.093" STUDDED ANGLE 1/4 -20 MACHINE BOLT & WINGNUTO OR WASHERED NUT Ba 6 6" 0 C FOR TYPE I & 11 OR (al 12" 0.C. FOR TYPE III & TYPE IV IMAX DESIGN LOAD x 72 PSF) 5/16 "0 CALK -IN (A 3 -1/8" O.C. W/ 5/16 -18 MACHINE SCREW W/ 1" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. MIN. EDGE DIST. • EXISTING C.B.S 1/4" MAX • /I • EMBI _/ 7 1 1c 1/4 -20 MACHINE BOLT 7. WINGNUTO OR WASHERED NUT Ba (0 6" 0 C FOR TYPE 1 & II OR (B 12" 0 C FOR TYPE 111 & TYPE IV—, 02 " 1 STUDDED ANGLE 2 ".2"x1/8" STUDDED ANGLE ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. OE51GN LOAD z 72 PSF) 3" w 6 - x 1/4" 6063 -16 ALUM ANGLE 1" x 1/8" ALUM. SHIM (MAX. DESIGN LOAD x 72 PSF) T — � 0 N12 SMS 6 12" O.E. 2".3"x1/4 "x0' -6" 6063 -76 ALUM. ANGLE OR TWO -2" x 3" x 1/8" x 0' -6" 6063 -76 ALUM ANGLES (TYP TOP & BOTTOM) TWO - 1/4 -20 MACHINE SCREWS O W STORM PANEL SUPPORT BEAM SCALE: 3" • 1-0" 1/4 -20 MACHINE SCREW STUD W/ WING NUT (0 6" O C TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ NUT (i9 6" 0.0 ANGLE TO ANGLE CONNECTION 1/4 "0 RAWL CALK -IN (0 5" O.C. W/ 7/6" MIN. EMBED. IN CONC. r _ 2" x 7"x 11' -0' MAX. 1 w- 0.13 ", Tw.0.13 ", Tw- 0.055" 6063 -16 ALUM. LAP BEAM PRODUCT RENEWED ACCEPTANCE No. g7 . t zoS • as 1/4 "0 RAWL CALK -IN (6) 12" O.C. W/ 1/4 -20 MACHINE SCREW W/ 7/8" MIN. EMBED INTO CONCRETE EXPIRATION DATE Bjl PRODUC ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1/4 "0 THRU BOLT (0 12" 0 C ANGLE TO ANGLE CONNECTION 3' 2" x 4 1 /8" S' 6063 -T6 ANGLE ANGLE ASSEMBLY 4 SCALE 1 -1/2" x 1' -0" 1/41T ,f ( - T N \ ASSEMBLY MOUNT O STORM PANEL INTERIOR FASTENING SCALE • 3" x 1' -0" SCALE 1 -1/2" = 1' -0" NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD : 72 PSF) SCALE : 3" . V-0" 7" x 7" ALUM 1 STUD ANGLE 1/6 -70 MACHINE SCREW STUD 1/4 "0 DROP -IN ANCHOR (A 6" O.C. « W/ !" MIN EMBED. IN CONC. PUNCH HOLES IN ADJACENT PANELS TC RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 02". " x.093" STUDDED ANGLE © 2" x 2" x .093" STUD ANGLE 3/8 "0 MOLE FOR FASTENING PANEL SCALE 1 -1/2" = V-0" STORM PANEL BUILD -OUT ALT. ASSEMBLY MOUNT 1/4 -20 MACHINE SCREW STUD W/ NUT (B 6" O.C. APPROVED AS C. TING W :TH THE SOUTH FLORID BUi ING CODE DAT i r ?_ 1986' BY it PRODUCT � DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO96 . DETAIL 1/4 -20 MACHINE BOLT & WINGNUTO OR WASHERED NUT Ba (B 6" 0.C. FOR TYPE I t 11 OR (d 12" 0.C. FOR TYPE 111 & TYPE IV n 0 • 15 SCALE: HALF SIZE .052 • N 4 .282 11/18/96 16:23 b 0 1- d 4 t1..055 t2 ..076 I 14 LOCKING ARM SCALE: HALF SIZE 1/4" THICK STAINLESS STEEL SCALE: HALF SIZE 0 N 048 Sr o O N SCALE: HALF SIZE t3 n .580 *10 x 2" SMS. MANUFACTURED FROM *410 OR 18 -6 STAINLESS STEEL W/ FLUOROCARBON COATING i .460 "0 x .050" THICK STARLESS STEEL WASHER 3/13`0 x 0.90` LONG NYLON BUSHING w/ *10 x 3` SMS. MANUFACTURED FROM *410 STARLESS STEEL W/ FLUOROCARBON COATING & .460"0 x .050" THICK STAINLESS STEEL WASHER SCREW AND /OR BUSHING ASSEMBLY .966 2.420 .875 1 .483 12 4i 2 1193 } t1 - .055 12 la .016 13 ..097 .211 .600 e► a N .248 .060 384 2.775 N x.165 LD. .285 O.O. .060 .060 2.586 .250 .949 1.391 1.891 060 0 60 M O TYP. SLAT ga ADAPTER SLAT O CENTER MATE 1 SCALE: HALF SIZE SCALE: HALF SIZE .472" I.D. 2.373" - .612" 0.0. 1 1.950" j 500" 16 LOCKING CLIP SCALE: HALF SIZE 1 11 ..055 1 t2 ..076 WALKOVER SILL 0 FLOOR MOUNTED SCALE: HALF SIZE 0 O 0 o 0 4 b Io-f 3 .94S" -� t2 2.420" .600" .620" 4500 I rtt t .752" SCALE: HALF SIZE 11 ..055 ►2..076 t3 - .097 NOTES. t2 O HEADER -CLG. MOUNTED O ALT. HEADER -WALL MOUNTED O SILL -WALL MOUNTED SCALE: HALF SIZE SCALE: KALF SIZE 0. .0 10 CENTER MATE 2 ADJ. SILL -TOP O ADJ. SILL -BOT. SCALE: HALF SIZE 0 0 a N N :184 1. T►11S ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -08 `MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSION:: SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: HURST AWNING CO.. INC. MIAMI, FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy a 33 KSL POP RIVETS SHALL BE 3/16 "O 5052 ALUM. ALLOY 6. AU. SHUTTERS SHALL NAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18' OF CENTER (VERTICALLY). 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ DADE COUNTY PROTOCOLS PA 201. 202. AND 203. 6. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 96 -024 AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. 2.000" SCALE: HALF SIZE .125" --44, 11 ANGLE SCALE: HALF SIZE 1.533 ITYPI II 1 0 6a I 1.250 1 O 90° END SLAT SCALE: HALF SIZE .050 O FLAT END SLAT SCALE: HALF SIZE 1.100 12 ROLLER ASSEMBLY SCALE: HALF SIZE .956 .050 .025 1 1.250 1 90° END SLAT SCALE: HALF SIZE 1.250 STAINLESS STEEL II ASSEHOLY 14 HOLE .o - -NYLON WHEEL 13 INSERT SCALE: HALF SIZE 11. THE PERMIT HOLDER SHALL VERIFY THE ADEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. APPROVED AS COMPLYING EDI THE SOUTH FLORIDA BUILDING CODE DATE Tile WIN 199/ BY OW/ PRODU NTROL DIVISION SUIIDIN6 CODE COMPLIANCE OFFICE ACCEPTANCE NB. q6 -1 125 01 .251 M RI NN y1 Pr` I LL AP 0 oo W - •i :• N 0 t X VJ. K CH PROFES ENGINEER FL /7rnee No PE /:: 09.133 date s 8• • a • • 0 • X N scale AL NOTED design by VA( 8 1996 7 -23 -96 drawing no. 96 - 802 • Q kJ F • O O (A an 4 .1 Z u • 5 W Z = 0 0' P W H g 0 g o lg { I € . 1 0 (drawn by ( 00 [checked by' [chinked ••••t 1 of 6 1► u a i i 0 Q 4 1 1 1 0. a i M SCALE. 3' a 1' -0" rx2' /0" ALUM. ANGLE 3 *10 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIVETS ITYP) 2'x2 "iVS ALUM. TUBE 6063 -T6 ALLOY SCALE 3" . T - 0" ( • 2" MIN. N.T.S. SECTION TYPICAL ELEVATION TENSION FASTENER 24" O.C. (SEE ANCHOR SCHEDULE) 0 ALT. CLOSURE DETAIL BOIL EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE *10 x 1/2" GALVANIZED ISMS OR 3/16`* ALUM. POP RIVET •10 "O.C. rx1"x.05s- ,rx2`x.0S5" 2`x3"x.0SS " ;2 " x4 "x.055' OR 2" x S` x .12S" AL ANGLE N10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET • 24" O.C. ITYP) TWO 1/4 "0 SHEAR FASTENER EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 0 CORNER CLOSURE DETAIL TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKRNG MECHANISM AT SIDE LOCKING MECHANISM CAN BE • 1B' ABOVE OR BELOW CENTER (SEE NOTE 61 BOTTOM TRACK 2" MIN. l TENSION FASTENER � • 26" O.C. ISEE ANCHOR SCHEOULEI 0 ALT. CLOSURE DETAIL SCALEc 3' s i' -0 SCALE; 3" 2" x2' %.125" i ALUM. ANGLE CONT. *10 x V2' GALVANIZED SMS OR 3/16 "* ALUM. POP RIVET OPTIONAL • OR 1B' O.C. DRILL DRILL S/0 " HOLE BOTTOM OF EXTRUSION 6 BEFORE ASSEE MBLY FOR TRUSS HEAD BOLT ITYP) r x 1" x .055" ; r x 2' x ASS"; 2' x3" x.0S5" ;2' x4 "x..055" OR 2` x S` x .12S" AL. ANGLE V1.-20 TRUSS MEAD BOLTS t NUTS W/ LOCK WASHERS • 24" O.C. 0E ALT. CORNER CLOSURE DETAIL LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER - -J EXISTING STRUCTURE MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDUL PAGE 5) 0062" THICK RECESSED SILL 3105 -1132 OR 6063 -T6 ALUM. ALLOY Ivt" BELOW CONCRETE) 1 -1/4" TYPICAL PLAN VIEW SCALE: 3" s 1' -0" 3/4` MIN. SEE FASTENER SCHEDULE 1 1 -1/2" NAX. PLAN VIEW SCALE : 3 "= 1'- 0" SCALE , 3 "s r 0" JOINT BETWEEN REMOVABLE AND FIXED 511). O REMOVABLE FLOOR TRACK DETAIL ALTERNATE FLOOR MOUNT DETAIL 1 "x1"xlie" ALUM. ANGLE W/ 3 /16"* POP RIVETS • 6" O.C. RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW ISEE SCHEDULE PAGE 6 FOR SPACING MIP0.) DATE BY SECTION D ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE OPTIONAL 1/ 4 RAWL CALK -N W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (IN LIEU ANGLE E FASTENER EO R PAGE 6 FOR SPACING INFO. 1/4" MAX. EXISTING SMEAR FASTENER APPROVED AS COMPLYING WITH THE STRUCTURE SEE ANCHOR SCHEDULE SOUTH FLORIDA BUILDING COKE 19 PRODUI( ONTROL DIVISIO BUILDING CODE COMPLIANCE OFFICE ' ACCEPTANCE N0. r M C 0 N Y 3. J IL in 0 1L �" 2 et" < Ws- J J r 4 4 0 0 E, W < r J NtAtQ • • • • • 4- s H Z x N 8 1 7-23-96 scale AS NOTE01 ( by ['design VJK [ drawn by 1 60 (checked b� t yJK Growing no. 96 -802 Meet 2 of 11/18/96 16:26 VARIES - NO LIMIT SHEAR FA57ENER� 24- O.C. ANY ACCEPTABLE ANC HOR) . EXISTING GLASS MN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE PAGE 5) TENSION FASTENER • 24' O.C. (SEE ANCHOR SCHEDULE POR ANY ACCEPTABLE ANCHORI. GLASS OR DOOR MIN. SHUTTER SEPARATION FROM GLASS KEE SCHEDULE PAGE 5) 11/18/96 16: 28 —GLASS 4,0 OR DOOR / EXISTING STRUCTURE EXISTING STRUCTURE TENSION FASTENER (TYP. TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER PIN O WALL MOUNT SECTION G SCALE : 3 "= T- 0" EXISTING STRUCTURE TENSION FASTENER (TYP, TOP L BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED, BUT 00 NOT EXCEED 6" SPACING „ CONT. 1/2• N. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) CONT. CONT. J / / �-T 14 /- 0 T 4 /1ZIC o a PREV • 12- 0.C. (TYP. TOP & BOTTOM) 9 -3/16` MAX. ALT. ANGLE LEG DIRECTION. 7 REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP). 1, CONT. 0 CONT. 1/4" MA 11 CONT. E XISTNG BOTTOM MOUNT DETAIL E a MAY BE USED AT TOP. U BUILD —OUT MOUNT SECTION K SCALE : 3 "s 1'- 0" 1/4 MAX yr SEPARATION FROH E PA GE R S GLASS OR DOOR 3 /16 POP RIVET OR 012 TEK SCREW • 6" 0.C. (TYP) ° 1"X1'%1 /E' ALUM. ANGLE W/ 3/16'. POP RIVETS • 6' 0.C. EXISTING STRUCTURC ROLLER ASSEMBLY 12 TYP. EVERY OTHER P O 1/4" MAX. O CEILING /INSIDE MOUNT SECTION SCALE : 3 ": V- 0" L V do OPO AO.C. ( T'YPL 1/4" MAX SHEAR FASTENER STAGGERED (SEE ANCHOR SCHEDULE) GLASS OR DOOR -- r - 3/16 "0 POP RIVET • 6" 0.C. (TYP) V4" MAX. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5 EXISTING EXISTING STRUCTURE STRUCTURE HEAR FASTENER (SEE ANENOR SCHEDULE) Z 4 m A N N • O s III Y X GLASS 61 L 6N N OPTIONAL FASTENER IN LIEU OF ANOLE SUPPORT - STAGGER ANCHOR 1/r OFF CENTER EXISTING STRUCTURE WOOOFRAMNG (TYP, TOP L BOTTOM) W OR DOOR --+ ' 1/4'0 W000 LAG SCREW � ' � N TENSI >N ( SEE ANCHOR SCHEDULE FOR SPACING, 04820.. . OR ALT. TENSION FASTENER) TYP. TOP & BOTTOM Ai ;A 1 /4• MAX. lid" MAX WALL MOUNT SECTION L SCALE : 3 ": 1'- 0" h MRL SHUTTER SEPARATION FROM W000 FRAMING MN. SHUTTER SEPARATION fE G . (SEE su+eu++L PAGE 5 WOOD FRAMING 0 CONT. - FOR LARGER SPANS USE TWO r x S' AL. ANGLES (SEE SCHEDULE 1 TYPE C) TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM GLASS (SEE SCHEDULE PG. 5) O 3-3/4' HAK ALT. ANGLE LEG DIRECTION (TYP) 1®TOP L BOTTOM --� 0 CONT. - FOR LARGER SPANS USE TWO r x 5- AL. ANGLES (SEE SCHEDULE 1 TYPE C) i BO TON) 1/4' MAX. I. MAX. O BUILD —OUT MOUNT SECTION SCALE : 3 "= T- 0" TOP L BOTTOM 1- 0 S 0 GLASS OR DOOR O CEILING /INSIDE MOUNT SECTION M SCALE : 3 - = 1•- 0" EXISTING STRUCTURE 2" x 2" x .0S0 ALUM. TUBE TYP. TOP L BOTTOM 1/4` MAX. r 1/4" MAX Z a. N 3 < o � < E W N 68 10 6° N TENSION FASTENER (TYP. TOP L BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED. BUT 00 NOT EXCEED f1 -1/2 SPACING EXISTING STRUCTURE 0 BUILD —OUT MOUNT SECTION 1/4` MAX. Z < Q a. W N N V N O X z 4 iu N � N 1/4' MAX. SCALE : 3" • T -0" 1/4 "• WOOD LAG SCREW N SHEAR (SEE ANCHOR SCHEDULE FOR SPACING, EMBED.. OR ALT. SHEAR FASTENER) TYP. TOP L BOTTOM APPROVED AS COMPLYING WINI THE SOUTH FLORIDA BUILDING CODE DAT ,; )4 , . 1 ��• 19 BY .c/� ►, /Ir/.!mrr , PRODU • • I NTROL ONYISIO BUILDING CODE COMPLIANCE OFFICE ; ACCEPTANCE NO. 961:11.Z64-1 2 8 Y • • 0 4 4 0 N V • w n V.J. KNEZEV(CH PROFES _:S. r • a FL Lai * No: PE 83 -23 -96 by AS NOT[O ( drawn 00 daIE by )(checked by vax drawln9 00. 96 -802 shoot 1 of 6 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION S seAN r. s- 5•-0- r -s- Tv ..125' r-r 0' -r Tf ..125' 10' -0' r-f' r x r s' 13' -r 0'-0 tT -r Tv • ATV Tf . .224 , O•-r 10*-4" r x r 5'-0" 13•-11' 0•-r tr -r Tv • A72" Tf ■ .224 10'-0' 12'-0' EXISTING STRUCTURE THREE %ASV CALK -IN • 3-U0' 0.C. W/ 1 MIL USED. R CONC. OR HOLLOW BLOCK W/ 3-3/4' MN. EDGE OICT. 11/18/96 18:31 GLASS OR DOOR GLAS OR DO THREE 5/WO CALK-III p 3-yr O.C. W/ 1 MK EMSEO. IN CONC. OR HOLLOW BLOCK W/ 1-3/4' NIL EDGE DIST. 1. s N • r 4 mune STRUCTURE ALT ECTION MARL SHUTTER SEPARATION FROM !LASS (SEE SCHEDULE PAGE S) MI1. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 51 WO POP RIVET OR W12 TEK SCREW 0' O.C. & o SMOLT r.r.114 -x r-r 4040 -T4 AUAI. ANGLE OR TWO-V r :1/0' ■0•-a *0111 -T0 ALUM. ANGLES Tt E -UVO TIM DOLTS r MIi Tf (MAX DESIGN LOAD * 72 PSF) © TOP SUPPORT BEAM DETAIL SCALE : 3`■ 1'- 0 Tf (MAX DESIGN LOAD * 72 PSF) © BOTTOM SUPPORT BEAM DETAIL SCALE : r. T- 0- AL- SEAM MEE SEAN SCHEDULE snow FOR SEAN DESCRIPTION & N. HORIZONTAL SPANS) 1114 *MS O 12 O.C. a F. p 1 GLASS OR 0000 3/10 - * POP RIVET OR *12 TEX SCREW • 11' OE. AL. SEAM NEE SEAN SCHEDULE BELOW FOR DEAN DESCRIPTION R MAX. M00$ZCNTAL SPANS) *14 SMS•12'01. r MN. STAGGERED r wr *114 " *0' -r U043 -T0 ALUM ANGLE OR TWO- r :!' :1/r *0-r 4003 -TO ALUM. ANGLES THREE- V4•0THIN BOLTS ALT. LEG OIiECT1ON MK SHUTTER SEPARATION FROM GLASS NEE SCHEDULE PAGE 5) NOTE, t USE IMA U LE FOR A TO T SHUTTER SPAN S T A P 5 • z 3/14'0• POP RIVET OR M12 TEN SCREW 04. O. 4' II/14"410 POP RIVET APSE LY y ' '�— OR *12 TEN SCREW • ILL GLASS OR STRUCTURE PLYIe/OOD AND STUCCO FINISH r : 2' It .03r OR ra3'Y .OW AL. TUBE OR 2' • 4' P.T. WOOD ILOOCNG 0115E0. 1/2'* T►IIU DOLT • 10' O.C. TENSION FASTENER (SEE ANCHOR SCHEDULE) GLASS DO (AL® SENDLY ADO CONT. P.T. 2' x 4 WHERE COUNTER TOP IS NOT WOOD FRAMED CONT. rrR3 x.000' ALUM. ANE.E (MAX DESIGN LOAD t 75 PSF) PASS THRU DETAIL ( IN CONCRETE ) SCALE { 3". 1'- 0` SHUTTER SEPARATION FROM &ASS (SEE 10EOUIE PAGE 51 © WALL MOUNT SECTION SCALE c 3 - . 1'• 0" V4' MAX. FOR W000 BLOOMS USE V4'0 S.S. LAO SCREW W/ 1-1/2" PENETRATION INTO 1000 'LOCKING • 12' 02. FOR AL. TUDES USE V4 S.S. LAO SCREW WI 1-112' PENETRATION INTO CENTER OF STUDS LOCATED • 24' 04 MAX. S 0110 M/4 VMS + NOWAY BETWEEN STUOL TWO 1/4'O S.S. LAO SCREW • 24" 0.C. MAX. W/ td /4 PENETRATION N CENTER OF STUDS MK SHUTTER SEPARATION FROM 'LASS 010E SOCOLKE PAGE Si 3 /I4'0 POP RIVET OR *12 TEN SCREW •0 - 0.C. EXISITND STRUCTURE -V =IR I r L 112 THRU SOLT WHERE •42'MC. TENSION FASTENER (sEE ANCHOR SCHEDULE/ SCALE : 3`. 1'- 0" • iw a yt 0 N0 1 /1 POP RIVET OR *12 TEN SCREW 4- 0 .C . A00 CONT. P.T. 2" ■ 4- COUNTER TOP N NOT W000 FRAMED CONT. r . 5' ac .000' ALUM. ANGLE (MAX DESIGN LOAD * 75 PSF) O PASS THRU DETAIL ( IN WOOD ) APPROVED AS COMPETING *11H THE SOUTH FLORIDA BUILDING CODE DATE TAIMAIZ Q t 19 BY PRODUCI4ONTROL DIVISION BUILDING CODf COMPUAMCE OFFICE ACCEPTANCE NO. Ci6 *1) Z.S.61 z 10 0 v1 E u 2 0 C O M 0 A 1.. w Z ♦ Y 7 Fc 0 iy t 0 41 4 W X ° w 0 o- f) } 0 Y 9 (drown As NOTED (d"N M l(cck d 01 I droving ••. 96 -802 ( .mmt 4 .t 4 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD IPSF) TYPE A AU. C HO EXCEPT W(51 ® (FT - NI TYPE O OETAL I SINGLE AN REQUIRED 3 -3/4" MAX. B.O. (FT -NI TYPE C DETAIL I DOUBLE AN LE REQUIRED 3 -3/4" MAX. B.O. (FT - MG TYPE O DETAIL 9 -3/16' MAX. B.O. EFT - IN) 30.0 13 -1 12 -N 13-1 It -7 314 13 -1 11 -1 13 -1 11 -2 40.0 12 -11 10 -8 12 -5 10 -11 41.0 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 -11 9 -0 9 -0 9 -3 61.5 11 -7 8 -7 0 -7 8 -to 63.3 11 -6 1 -6 8 -6 8 -8 66.8 11 -11 8 -3 8 -3 8 -5 67.5 11-9 8 -3 8 - 3 8 - 71.2 10 -.3 8 -0 8 -0 8 -2 15.0 9 -8 7 -8 7 -8 8-0 01.4 8 -11 7 -0 7 -0 7 -4 86.8 8 - 6 -7 6 -7 6 -10 91.4 8 -0. 6 -3 6 -3 6 -6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6-7 5 -t 5 - 5 -5 120.0 6-1 N -9 4 -9 5-0 130.0 3 -7 4 -5 4 -5 4 -7 140.0 5-t N -1 4 -1 4 -3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -N 3 -4 3 -6 180.0 N -1 3 -2 3 - 3 -4 190.0 3 -11 3 -0 3 -0 3 -1 200.0 3 -7 2 -10 2 - 10 3 -0 210.0 3- 2-0 2 -8 2-10 MINIMUM SHUTTER SEPARATION FROM GLASS (INI POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - Ml) PEN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 .. 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 -0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 .. 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 6 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 6 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11- 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 _ 3 3 T A k 11/18/98 18:34 170 165 - 160 - 155 - 150 145 140 135 - 130 - 125 120 - 115 110 - •• 105 - 100 - . 95 90 30 • ACCORDION SHUTTER SPAN VS. DESIGN LOAD DIAGRAM 40 7.: TYPE A TYPE • ....TYPE B ...... SO • ? ° TYPE 13 Se ••• TYPE C I 1 60 • • TYPE D 70 DESIGN LOAD - NEGATIVE (PSF) 10 NOTES? 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SEPARATION FROM GLASS SCHEDULE PAGE 5 EMBED. 4 SCALE 13 ". 1' 0" SO FLOOR MOUNT SECTION -. 1/4" MAX. 17 A e L E 2 EXISTING STRUCTURE SHEAR FASTENER SEE ANCHOR SCHEDULE APPROVED AS COMPLYIKS MIR NNE SCOW K ORIOA BUIIDIWG CT39E Oa1E .:: 1993 ./ / .. . .:! 1 '� III r « AATROL olvlsl 6t11i'J'1,6 CODE CGM ?UkkCE D"rFICE ActEiTAA : NO. v s a 4 r V n i 3 1E N [ design by 1 l vac (chocked b�1 [ chocked drwMy no. 96 -802 .Meet S of 0 a 0 0 ANCHOR TYPE V4'o ITW TAPCON W/ 1 -1 /2 P 4 EMMEDMENT ,1111.1111111,11‘111M11111MA: V4Y RAWL CALK-01 W/ T/6' NIL OMEDHRIIT t 1/4 -20 SOLT 0 {SEE NOTE 4) V4'• RAWL ORIVE PIN W/ 3/4 EHOEONENT 1/4 - 4 FEMALE 'PANELMATE W/ 1-5 /8 MIN. ENSEOMENT & 1/4 -20 MACHINE SCREW ISEE NOTE 4) V4 ^. ITW TAPCON W/ 1 -V2- NN. EMAEDMENT i �, 11UIIIg11111111111U1111111111 ►> V4'0 RAWL CAUK -01 WW1' MIL OMEDIDIT R V4-21 SOLT DU NOTE tf 1/V4 RAWL DRIVE PIN W/ 3/4' OMEONENT V4'0 FEMALE 'PANELMATE W/ 1 -s /S` MIN. EMMEDI ENT & 1/4 -20 HACNNE SCREW 10a NOTE 4) v4 - 4 LAO SCREW W/ 1-7/4 MN. EMBEDMENT W / WV NN. EDGE DISTANCE 1 11111111111111111‘1111‘111111111t. ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O.C.) FOR VARIOUS DESIGN LOADS NEG. LOAD (W) P.S.F. MAX. 44 13' -1 MAX. TENSION SHEAR 7 7 • $ 5 5 4 4 N.A. N.A. 7 7 s 5 4 4 3 3 N.A. N.A. N.A. N.A. S 3 4 2.5 3 N.A. 25 N.A. N.A. N.A. 5•-0' MAX. T SHEAR 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 S 9 s 12 12 12 12 12 12 12 12 12 12 12 12 12 10 S 12 12 I 10 12 6 4 6 3 12 12 12 12 12 10 12 12 8 S' -0 MAX. E • ' SHEAR 12 12 12 12 7 6 5 4 N.A 12 12 11 11 3 12 12 11 S 3 12 12 3 N.A. 12 12 10 12 0 12 6 10 3 5 TENSIO i SHEAR 12 12 12 12 12 11 11 4 9 4 12 12 62 72 92 210 411 62 72 92 12 10 12 12 7 210 4S 62 72 92 210 411 62 72 92 210 4S 62 72 92 210 48 62 72 82 210 4S 62 72 92 210 88 62 72 92 210 4S 62 72 92 210 s• -0 MAX. 2 EDGE DISTANCE SPAN FT. r -0 MAX. TENSION SHEAR 12 12 12 12 12 12 12 12 7 6 12 12 12 12 12 12 12 11 10 s 12 S 10 6 7 5 4 3 N.A. 12 12 12 12 12 12 10 10 4 4 12 12 12 12 12 9 4 4 12 12 11 12 12 H 11 S 7 10 S 7 9 4 S 3 12 9 11 7 f 6 7 4 3 N.A. 12 12 12 12 12 12 4 10 12 12 12 12 12 6 3 S 5 5 4 s 4 3 2.5 N.A. N.A. 12 12 9 9 8 8 6 6 N.A. N.A. 11 11 7 7 6 6 N.A. N.A. 5 5 N.A. N.A. 9 7 5 4 6 3 4 3 N.A. N.A. 12 12 9 9 8 8 6 6 N.A. N.A. N.A. 12 12 8 10 12 6 0 12 s 6 10 4 3 5 N.A. 4 12 12 12 12 12 3" EDGE DISTANCE SPAN FT. 13• -r MAX. SHEAR 12 12 7 S 3 3 12 12 12 12 • 12 11 11 4 3 9 S 3 5 4 3 3 N.A. N.A. N.A. 7 10 6 5 6 4 5 N.A. M.A. S 10 6 7 5 6 4 5 N.A. N.A. 8 12 6 f 8 6 N.A. S 3 3 23 ' N.A. 10 7 6 5 N.A. S 6 5 4 N.A. 3 11 /1R /98 1S:38 ANCHOR NOTife 1. HOMO QMEDNENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. ANCHORS SHALL SE INSTALLED IN ACCORDANCE WHIN MANUFACTURERS RECOMMENDATIONS. 3. WHIORE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR tMESENTATIOW ONLY. DUSTING STRUCTURE NAY SE CONCRETE, FOLLOW BLOCK OR W000 FRAMING. ReratacE ANCHOR meat/ rat PLOP[* ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 4. MAON! SCREWS SNAIL HAVE A NMMIUI OF V2' EiOMMENNT OF THREADS N SASE ANCHOR APO MAY NAVE OTHER A PAN WAG. TRUSS HEAD. OR WAFER ICAO (SIDEWALK SOL11. U.0.N. S. PRAMS, CONDITIONS V .PPEW V Y MAFIOSO. HA 7 STEIER* ME INTO ADEQUATE WOOD FRA MIG HEO1ER6. NOT PLYWOOD. FASTENS& TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD OE LOCATED IN CODER OF Lc W0013 STUD. D Ll EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAN NIE 7. FOR RICO -OUT lgtRIT SECTION CI ANCHOR SPACING SHALL NOT EXCEED 0 O.C. �. PON BUR.D -OUT MOUNT SECTNON © ANCHOR SPACING SHALL NOT EXCEED 6' 0.2. • N.A. • 00 NOT USE ANCHOR. TEN5HON . WALL MOUNT OR PULLOUT APPUCATIONS. SHEAR • FLOOR APO CF.ILNO MOUNT APPLICATIONS. APPROVED AS COMPLYING KITH THE SOWN FLORIDA BUILDING CODE Q.� DATE i u i : 19 1.1 BY -...9"� PROM 0 IIITROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. % -_ J 26.61 U _z P J v on • vl r w V W� Wu z r. O a- 0 V ! N 9 ( scale drawn 99 AS NOTED 00 i desIan by Jf CA eck V d l drwtag no. 96 -802 Moat a of 6