Loading...
SHUTTERSV Date Job Address /13/ /✓� ' 6 ) 7115 Tax Folio • Legal Description Square Ft. 4 7/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ,ice `� ? /•� d /Tenant / /%(a ill- r %s d / axe Gi Owner's Address //3/ / f0 6/ -7 ; : kV Contracting Co. ( 1 /e.'1 1;-LI r d d Qalifier ��� '\► 9G./ SS# — �:;(i . — �i��✓ , u j State # C e �� V '/ 7 Municipal # Competency # Ins. Co. Architect/Engineer ' v i ` Z Address Bonding Company Address Mortgagor Address Permit Type (circle one . BIN ' ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION y ll,0 Chi e WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature oP6wner and/or Condo President Date Notary as to.Owner and/or C o' _. ;. Date My Conu*s Expires: L%LNE MAX CO}1,MiSS :0;14 CC 315749 : EXPIRES: October 4,1997 z?:? Bonded Duo Notary Pac Undermitera FEES: PERMIT APPROVED: Zoning Mechanical RADON ./u9/ (Q-4-(3 C.C.F. Historically Designated: Yes No Address /6 A �° a Estimated Cost (value) 3 Signat ure of Contractor o� er- Builder Notary as to Co LEONE MAX • MY COMMISSION 4 CC 315749 1 0. EXPIRES: October 4, 1997 Sanded Dttm Notary MCC Underwriters 0 � NOTARY Master Permit # Phone 9,57 � �, n tt ac a uri;..O. ires: MAX MY COMW:::;. ?N 9 CC 315749 EXPIRES: October 4, 1997 sanded ire Notary Pubes Undenklttors TOTAL DUE ✓ 9 �c ate Date Building 7 I / f 4 Electrical G� Plumbing Engineering COUTHERN ALUMINUM; w SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM July 7,1997 Building Official Dept. To Whom it May Concern: We are the Dade County Notice of Acceptance Holder for .063 Aluminum Storm Panels approved under product acceptance No. 95- 0817.03 This letter authorizes Global Ind.& Mfg. Inc. to use our .063 Aluminum Storm Panels approved under number 95- 0817.03 to be used at the following job. Sincerely, Moti Max Vice - President Mrs. Mary Ellen O'Brien 1131 N.E. 97th Street Miami Shores, F1.33138 1650 NW 23rd Avenue • Ft. Lauderdale, Florida 33311 (954) 730 -0102 • (800) 419 -3463 • FAx (954) 730 -0743 NOTICE OF COMMENCEMENT A' RERDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: 'g ; 'R,: 02929 1997 JUL 08 11:2+ COUNTY OF DADE: 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 property and street address: /0 p ,c / /'e- f 1/3/ N1 1 4z1ae6L1 / 2t'-v 2. Description of improvement: 46 / f Gi t- 44 46 , (7 / 2= 7 z 3. Owner(s) name and address: Ma k ' L2 / X/3/ N c) 7` si /27 /at- 17.7 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 9 t cJi `le b4v 1l S0 Ai ave , - "ctce.�,iexa 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: J ,. 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) Signature of Owner (J 0t19 Ei `�n Da �^ Print Owners Name l 1 1 Sworn to and subscribed before me this .2" day of _ _ , 19 . Notary Public Print Notary's Name (rerA 2 il " 'dN I ✓ MY COMMISSIONS q.S 161 / Octabilki9e ;`. Brr.ic'hm NON MI c tkideiwdls e My Commission Expires. ----- --- NTY OF D s a Pruo co ,v Pho Prepared by: Address: Ira 3.0 AJ l7 7 r �� Su PI 14 33 3,, - ' bv Rod- 123.01-52 2/93 OUTHERN ALUMINUM NUFACTURING! (JOB SITE PLAN) SOUTHERN ALUMINUM MFG. INC. (SELLER) PROPOSES TERMS, CONDITION AND SPECIFICATION SET FORTH 27v4,// 5 ro ' i 1� ►`,ir- Is' p -+ TO FURNISH THE FOLLOWING UPON THE ON THE FRONT AND REAR OF THIS DOCUMENT: -- (:'(.' S M 1 ver 1 A) 0 Yr .X,'+1/33 // I A te✓ /s) 7.},1 - i l l / t r - ! . ) , e — e Y d kr o t v ' ` ) J 1 Z - - I':; i "l L-0 ti `71 PG?,:ri'S)' OOte- . e '.. 7 a f : , ^ -+,L t - '.1 C. t,Vt= 'C. s G /A.R 7 0 LA Ai 4 '7 (A),4 1/ ,e!',-' Xs.- ,, II ; iv s. ' _ /. f> �r j ! I7 . "! : - �, :. Z <? )7 0 � '•' 7i. r. ( � ` ti P; / Y i", i . ) � i J r I (/ - y 7 1- -- y,;20 - o. , - E3 _rs t -J 0 eR i - ) 4 to ( -4 - - I,,.) 0 e >k_ PANELS ACCORDIANS 0....1_:% CONTRACT AMOUNT $ : ( ' / 3 PLANS & PERMITS $ 1M L ROLLUPS OTHER SALES TAX $1 WHITE L/ BRONZE _ DOWN PAYMENT $ (' r Lit' ) 30 BEIGE IVORY UPON DELIVERY $ TRACK TRACKLESS BALANCE AMOUNT $ (' r Li i S Q )L oil; s r COUTHERN ALUMINUM; M A N U F A C T U R I N G Z ` 1 z___ 1650 N.W. 23 Ave. • Ft. Lauderdale, Fl 33311 /2 �� n� 4) 730 -0102 • Fax (954) 730 -0743 f c J / Noy El trfhz k--4 � �' :��/ P.O. # DATES ° 7 ^ 2 7 BUYER � ADDRESS / I S 1 t.) 4 a 7 LOT BLOCK / SUBDIVISION /77/4/7) f> GYM .ce ' MODEL PHONE ..4 - : j CC ( Cc 11 WORK PHONE 4'?C ) C/ 62 PLAN NO. JOB ADDRESS J r rr' CITY 1 i 2Ti') ZIP cL CITY ZIP FULL BALANCE TO BE PAID TO INSTALLER AT TIME OF COMPLETION OF INSTALLATION. THIS AGREEMENT IS BINDING UPON THE BUYER BUT NOT THE SELLER UNTIL SIGNED BY AN OFFICER OF SOUTHERN ALUMINUM MANUFACTURING, INC. ■ V--"/ j2r1/Lei."--/D Ti--;;141- Buyers Acceptance Date Southern Aluminum Manufacturing. Inc. Date cr, ( A/1/:; •70 ;.-/ METRO•OAOE PRODUCT CONTROL NITICE Southern Aluminum Manufacturing 6500 N.W. 16 Street, Suite 1 Plantation FL 33315 Your application for Product Approval of: .063" Aluminum Storm Panels 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 -332, Sheets 111813u 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 expiratiop 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. Acceptance No• :95- 0817.03 ( vflses No.: 94 ]IO24i.06) Rau Rod': tguez Product Control Supervisor THIS IS T E COVEIRSHEET, SEE A 1MTIONAL PAGES FO . SPECIFIC AND GENERAL CONDITIONS UILDING CODE COMMITTEE Expires :02/23/98 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01/11/96 f:. F 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: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Director Building Code Compliance Dept. Metropolitan Dade County 1. ESCRIPTI ter N 2. MATERIAL CHARACTE" ' STICS APPROVE : JAN 1 1 1996 EXPIRES : February 23. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 4. INSTALLATION 4.11 The panels shall be installed only in the following condition: 2 ACCEPTANCE N S.: 95- 0817.03 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -332, Sheet 1 of 6, using 0.063" aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "U" header, 2" x 2" x .093" studded angles, a 1/8" thick 2.25" x 5.25" angle. 2.4 Tested specimen: Dimensions: 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 128" long overall 49.5" wide x 101" long overall 3. LIMI'T'ATIONS 3.11 The design will be dependent on the maximum panel height of 10' -8" or 128" for wall, built -out and ceiling /inside mount to be installed only as outlined on Dwg. No. 95 -332, Sheets 1 thru 6 of 6. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 3 of 6, Dwg. No. 95 -332 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" beet 3 of 6. Dwg, No. 95 -332. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at midspan by either: a.) a 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with 1/4 " -20 x 3 -1/2" bolts w /die cast alum. washered wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washered 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 "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 -332. Manu Perez, P.E. Plan �� aminer 1I Product Control Division Smuthern Aluminum Mfg_. ACCEPTANCE NO.: 95- 0817.03 EXPIRES N A' �° C EP s ► P ° I, ,�, D APPROVED : JAN 1 1 1996 : February 23. 1998 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 3/4" machine bolts and washered wing nut spaced at 6" o.c. to an aluminum studded angle (Part 6) at the sill, both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mount ", Dwg. No. 95 -332, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 5) used to provide the buildout, using 1/4 " -20 Machine bolts and nuts spaced at not more than 21" o.c. At each fastener location, the angles are reinforced with a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with a #14 SMS, both angles are then anchored to the wall as shown on Section C "Build -Out Mount ", Dwg. No. 95 -332, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling /Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wingnut spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section B "Ceiling /Inside Mount ", Dwg. No. 95 -332, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using the tension fasteners for direct mount only using size, spacing and edge distance as specified in "Anchor Schedule" embedded into concrete, masonry or wood, as shown on Section G "Direct Mount ", Dwg. No. 95 -332, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1,5 Wall Mount on Wood Framing This installation is similar to the build -out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown on Sections D and E, Dwg. No. 95 -332, Sheet 2 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.6 Any combination of the above. 4.1.7 Additional Mounting Detail The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. Sections A thru G on Sheet 5 of 6, Sections A thru F on Sheet 6 of 6, Dwg. No. 95 -332, bearing the Dade County Product Control Approval Stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -332, Sheet 1 through 6. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. - 2a - Man ' erez, P.E. Plans L; aminer II Product Control Division Southern AJuJninurn 1J g. ACCEPTANCE NO.: 95- 0817.03 APPROVED : JAN 1 1 1996 EXPIRES : 1Februaty 23. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5.1 ENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 16 ga. steel tube and bolts OR 1/4 " -20 x 1" Sideww. lk Bolts w /wingrtuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -332, 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 revises Notice of Acceptance No. 94- 1024.06, dated 02/23/95. -2b- Manu:-1 Perez, P.E. Plan Product Control Division aminer 11 TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (128" SPAN) FBC PA 201 -94 w /reinf. bolts only ;' s SATISFACTORY CTC -95 -022 i Max 2.75" UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (68" SPAN) g -332.8 PSF CTC -95 -022 -22 L9 PSF i CTC -95 -022 j (FORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. ( 101" SPAN) -197.6 PSF CTC -95 -022 -131.7 PSF CTC -95 -022 $ j p UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202-94 NEG. (128" SPAN) -145.6 PSF CTC -95 -022 -97.1 PSF CTC-95-022 LARGE MISSILE I ..__ MPACT TEST (101" Span) SFBC PA 201 -94 w /reinf. bars & bolts SATISFACTORY HETI- 94 -292a Max. 1.75" YCLIC WIND PRESSURE TEST FBC PA 203 -94 POSITIVE +72.0 PSF HETI -94 -292a +55.4 PSF HETI -94 -292a YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI -94 -292a -73.1 PSF a HETI- 94 -292a LARGE MISSILE IMPACT TEST (101" Span) SFBC PA 201 -94 w /reinf. bolts only SATISFACTORY HETI- 94 -395a Max. 2.50" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI -94 -395a I +71.5 PSF HETI -94 -395a YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 94 -395a -72.3 PSF HETI- 94 -395a UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 POSITIVE (96" Span) V ti V +108.00 PSF CRL -S 1021 B I +72.0 PSF CRL -S 1021B @ Design 'r 1.09" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (96" Span) - 108.00 PSF CRL -S 102 I B -72.0 PSF CRL -S 102 I B DESIGN PRESSURE RATING For Design Load vs. Panel Span, See Table 11 "Storm Panel Schedule" on rwg. No. 95 -332, Sheet 3 of 6. 7. TESTS PERF4RME TESTS: ACCEPTANCE N .: 95- 0817.03 APPROVED : JAN 1 1 1996 EXPIRES : February 23. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2c - RESULTS: Manue Per z, P.E. Plans Product Control Division iner II Southern Aluminum Mfg. ACCEPTANCE NO.: 95- 0817.03 APPROVED o JAN 1 1 1996 EXPIRES :February 23, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTE 8.1 Tests: 8.1.1 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -292a, dated September 13, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL -S 1021 E, dated August 17, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of .060" aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -395a, dated December 14, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of 0.063" aluminum storm panels, prepared by Construction Testing Corp., Test Report No. CTC 95 -022 dated 06/09/95, signed and sealed by Christopher Tyson, P.E. 8.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. Steel Storm Panels, prepared by Construction Testing Corp., Test Report No. CTC 95 -031 dated August 31, 1995, signed and sealed by Christopher Tyson, P.E. (This test has been submitted exclusively to verify anchor calculations) 8.2 Drawing: 8.2.1 Drawing No. 95 -332, Southern Aluminum Manufacturing, 0.063" Aluminum Storm Panels, Sheets 1 thru 6 of 6, prepared by Knezevich & Associates, dated 06/09/95, revision 3 dated 12/8/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, not dated, for Aluminum Alloy 5052 -H32 by American Douglas Metals, with chemical composition and physical properties. 8.3.2 Tensile Test Report #94 -268 from ATEC Associates, Inc., dated 08/10/94 for Aluminum sample #S 1021, tested per ASTM E8 -93, signed and sealed by Peter G. Read, P.E. 8.3.3 Tensile Test Report from HETI, Project #HETI 94 -T26a dated 10/03/94 for Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E. 8.3.4 Certified Tensile Test Report by QC Metallurgical, Report No. 5FM -1307 dated 6/14/95 for 0.063" x 5025 aluminum alloy. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis, dated 7/11/95, pages 1 thru 23, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Southern Aluminum Mfg., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. - 2d - Manuel Per , P.E. Plans E Product Control Division Southern Aluminum Mfg. ACCEPTANCE NO.: 95- 0817.03 . JAN 1 1 1996 APPROVED EXPIRES : February 23. 1998 NOTICE OFF ACCEPTANCE: STANDARD CONDIITIONS 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(d) and this last page 3. Florida Building Code. .I U r 1 1 f ,, ; 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 'revention, Chapter END OF THIS ACCEPTANCE - 3 - Man .el P: rez, P.E. Plans E Product Control Division the South finer 11 .117 TYP. 1 VAS. 523° MAX I 0 ANGLE SCALE 3 = 1'- 0 TYPICAL ELEVATION (W/ DOLTS) SHEAR FASTENER V 24. OC. SEE ANCHOR SCHEDULE F ANT ACCEPTABLE APNCHHOR WIDTH ULINITED (PERP. TO PANEL SPAN) SECTION 0 EXISTING STRUCTURE STORM PANEL SCALE i 3 6 1 ° - 0 TOP K1T. BOTTOM U 4T OVERLAP FASTENERS TYP. (SEE ROTE B 6) AL. ANGLE CLOSEE REM 1° x 2° u .055° MIN. TO 2' x s' x .055° MAX. 1 STUDDED ANGLE SCALE 3 a 1'- 0 1/4' -20 x 1° sucvALI( I TS W/ D1E CAST ALUM. VASH€I°D 1ifINGKITS JACOB/TS. FWSTOCD A PANEL OVERLAPS. CSEE PLF.A1 VI:/ 6 NOTE CO o 60 g IIDTH UK.IHIITED (PEE'P. TO PANEL SPAN) thO HEAI%ER SCALE , 30 a 1'- co WING UT SCALE ' HALF SIZE ((. DESIGN LOAD $ 72 PSF ) TYPICAL ELEVATION (W/ DINAR & DOLTS) 6 t DISTALLATIONS BELOW 30' ABOVE GRADE W/ PANEL SPANS OF 101' OR LESS V/ SEPARATION MON GLASS OF 1 -7/2' OR MORE, BUT LESS TO 2 -1/2°) PLAN VIEW SCALE 1 -1/2' = 1' -0° TOP MOUNT. 1/4' -20 x 3 -1/2' D:I LTS W/ DIE �- CAST ALUM. /ASKERED WINGNUTS OR BUTS FASTENED AT PANEL OVERLAPS (SEE PLAN VIEW 1. NOTE 6). PLAN VIEW 1° x 1° x 16 GA ST®"Ls TUTEE (SEE RLA1 VIEW 6 NOTE 6) MOTTO MOUNT. 1'.a 1° tt 16 GA STEEL . TOME TYP. (OPTIONAL) SEE NOTE 6 1. TYPICAL ELEVATION. 1° OVERLAP AL. ANGLE cLasunE PLOD I° tt 2° tt .1RG° MIN. TO 2 °ttg ° tt.1I8 ° NAN. gc • 3° = r- 0° 5 U' HEADER SOUTHERN ALUNINUA MANUFACTURING PLANTATION, FL. DADE COUNTY PROD. APPRD. SHEAR FASTENER e 24' Q.C. SEE ANCHOR SCHEDULE FOR AMY ACCEPTABLE ANCHOR EXISTING STRUCTURE .090° ( TYv' ) arsn° SCALE 3° a 1'- 0° LEO OPTZ aDaw OPTIONAL ANGLE rues, I. THIS SMUTTIER IS DESIGNED IN ACCORD ,t'CE WITH( THE SOUTH FLORIDA BUILDING CUE, 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL EE PERMED FOR SPECIFIC JOBS WITH ASCE 7 -00 9NINIPUK DESION LOADS FOR BUILDINGS AND OTHER STRUCTURES,' TABLES SMALL BE REFERECiCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE $0$2 -HH32 ALUMINUM ALLOY, 0.063° THICK, VIM A 01N. Fy (BEFORE ROLLING) OF 26 KSI. ALU1(INU4 EXTRUSIONS SHALL CE 6063- 76, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12° OF THE END OF T1' ARDL WITH A WIN. OF ONE NARKING PER PANEL CSEE STORM PANEL DETAIL 1 ran LOCATION), AND SHML BE LABELED AS FOLLOWS S. ALL STS AND WASHERS SHALL DE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI. 6. ALL PANELS L 1Z FASTENED AT OVERLAPS AT HYDSPAN AS SHOWN IN TYPICAL ELEVATION l • FOR INSTALLATIONS W/ SEPARATION rRaN GLASS $ 2 -1/2' BUT > 1 -7/13°, SEE TYPICAL ELEVATION Q . FOR SPANS LESS THAN 33° OVERLAP FASTENERS 6 TUBE ARE POST RE0 UIRED. 7. THE DETAILS AND SPECIFICATIONS SIaVN HEREIN REPRESENT THE PRODUCTS PROPOSED FI£R IMPACT. CYCLIC, AND UNIFORM STATIC AIR PRESSURE TESTING, IN CONFORMANCE WITH BAEZ COUNTY PROTOCOLS PA201, 202, AND 203. 0. DESIGN BASED O.1 H ETI TEST REPORTS Ma. 94 -2S2a AND No. 94-3S.*, CRL TEST REPORT No. SIO21B, CTC TEST REPORTS Ma. 9$-022 AND 1o. 93 -031. 9. AT LEAST ONE VARNIP5 NOTE PER mama SHALL DE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COUNTS OF STORM PANEL SYSTEM ADVISII4G THE HOME O`ER OR TENANT THAT THE STORM PANELS WILL NOT OFFER NURRIC&NE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP 6 DUTTON DETAILS SHOWN NAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS GAY ME MOUNTED HORIZONTALLY WHERE APPLICABLE. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT .ITRGL D:ViS;CN BUILCING CODE COMPLIANCE OFFICE ',CC €PTANCE Ir09S OS 11. 6 3 vat � M r1 z M � M Z 4E 13 cu De _H tr) E 3 1 1 a i v ( dreg, by 1 Ad. KE L drew* am 95 -332 shoot 1 of 6 j ream mess SSE GLASS EiR DM/ ANGLE TO VALL DETAIL AarILE T HALL DETAIL ® WALL MOUNT SECTION SCALE 1 3 a 1' -0° WOO FRAHIMG TENSION FASTEN (SEE NRCHOR SCHEDULE> TYP. YIP A, BOTTOM CE'U°. Y. - YYP. 6 EMTEN V0.31 F[3Gr7IM PANEL TO Ar'El.E EtZTAIL ® WALL MOUNT SECTION SCALE 3° a PANEL TO AXCLE DETAIL GLASS 1 DIIbR SCALE , 3° P -0° ® CEILING /INSIDE MOUNT SECTION SCALE 3° a 1'-0° WALL MOUNT SECTION ( MEL 4NN1S DETAIL MY DE USED AY TUP PR E@TROM IT°r PAWLS. (MAX. DESIGN LAX 72 PSF) tTTOM) GLASS CR MDR GLASS N83 SEE CIJOSUX mva. (m G3[ `.'.`J v ) alga - THIS 1YAIL HAT BE USED AT TI? @R MITTEN OF PANELS. - HEADERS ®N. OD CANON BE LESZH Ia CO(DINA,TION WITH THIS NAIL. E ALT. BUILD -GUT MOUNT SECTION SCALE . 3' a 1'-0° EXISTING STRUCTURE TENS= FASTENER (SEE N TYP. TOP & ICTTON1 .,. -.ter .■• DaSTEKG STISUCTIDE 0 SIEE CLOSURE cPE9'D. (SEE PLAN VIER) 0Il4 SITS Q (TIP. TOP 6, BCYTOIC © BUILD -OUT MOUNT SECTION SCALE 3° a 1 ' - 1/4-2 NNA'LHDE PST 6 NUT E 21' ®.C. (TIP. TOP R. BOTTOM 1/4' Nit. 1/4 -20 NRCb9A(iE T 6 unmemur 06° F3C <YYP. TOP & ROTTEN) L• tt 4° tt 1/0° tt CP- 4 -I/g° CS. TUBE 0 ai° @.C. (TIP. APPROVED AS COMPLYING WITH TR SOUTH FLORIDA BUILDING CODE DAT. R. z_ : '. /i 19 BY PRODUCT °NNTROL Dir'S:ON BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. ° O m 1' L ZN P'1 M °. J 4 P` 9' i dr°m' by 1 1 MOLL 95 -332 sheet 2 of 6 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD (W) (PSF) FOR ALL MOUNTING CONDITIONS FOR STUD ANGLE MOUNTS DR DIRECT { TTO ) TS (TOP �]TTD?9) L max. (FT -IN) — L coax. (FT -IN) 40.0 10 - 8 10 - 8 50.0 10 -5 10 -5 60.0 9 - 11 9 - 11 70.0 8-7 9 -7 80.0 7 -6 9 -3 90.0 6 -8 9- 0 . 100.0 6- 0 8- 9 110.0 5 -6 ! 8 - 7 120.0 - 5 - 0 8 4 130.0 - 4 -7 - - 8 -2 140.0 4 -3 I 8- 1 150.0 4 -0 7- 11 160.0 3-9 7 -9 170.0 3 -6 7 -4 180.0 3 -4 6- 11 r 190.0 3 -2 6 -7 200.0 3 -0 6 -3 210.0 2 - 10 5 - 11 220.0 2- 9 5- 8 i 230.0 2 -7 ) 5 -5 _ I MN CLASS SIVE/RXE GLASS a5 07- EXISTING STRUCTURE THIS DETAIL NAY 6E U AT TQ.? 051 BOTTOM DF PAS. (r A . DESIGN LSD 8 72 PSv TENSION FASTENER - USE RAWL -CALFC OR OR ELCO HN GERNATE, OR WOOD BUSHING. TEPSICI1 FASTENER AT 6' O . SEE ANCHOR SCHEDULE FOR R *WNW SPECS. DO NOT USE WHERE SCHCDULE SPACING IS LESS THAN 6'. USE I/4-& S.S. TRUSS HEAD DOLTS IN NARRaw PORTION IF KEYHOLE SLOT. G DIRECT MOUNT DETAIL scALE , 3° = 1'-0° SSE FEN SEPARATZ54 nat) GUM SMILE EXISTING STRUCTURE TENSION rASTEHER CSEE ANCHOR ® jtMEA TCRIS DETAIL NAY DE USED AT TOP OF PAVEL S. WALL MOUNT DETAIL ® SCALE ' 3° a 1'-0° T A 8 L E IIN. SEPAr ATJ N FROM GLASS SCHEDULE 70.0 80.0 110.0 110.0 110.0 120.0 120.0 120.0 1-7/8 2 -1 1 -7/8 2 -1/2 N.A. 2 -3/4 E N.A. 2 -1/2 N.A. 2 -1/2 N.A. 2 -1/2 N.A. 2 -1/2 N.A. 2 -1/2 NO BAR 1 -3/8 1 -3/4 2 -1/8 3 1 -3/8 3 2 -1/4 1 -3/8 1 -3/8 1 -1/4 1 -5/8 1 -1/4 1 -5/8 3 1 -3/8 1 -5/8 3 1 -1/4 1 -1/2 POSITIVE DESIGN ACTUAL SHUTTER LOAD(W) SPAN (L) (PSF) (FT - IN) 10 - - 8 8 - 4 MINIMUM SEPARATION FOR INSTALLATIONS 30' QR LESS ABOVE GRADE (INCHES) DAR NO BAR 2 N.A. /2 3 RUN1RUN SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 -7/8 3 1 -3/8 APPROVED AS COMPLYING WITH TM SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT TRUE DIVIS :ON BUILDING CODE COMPLIANCE OFFICE ACCEP1ANCE N 2 a 1 2 1 I C9 1 LlaRI droving .a 95 -332 short 3 of 6 ANCHOR SCHEDULE 2' EDGE DISTANCE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) EXISTING STRUCTURE ANCHOR DESCRIPTION 5' -8° MAX. 8' -5° MAX. 11' -4 MAX. EXISTING STRUCTURE ANCHOR DESCRIPTION 5' -8' MAX. 8' -5° MAX. 11' -4° MAX. CONCRETE 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4'0 ITV TAPCON W/ 1 -1/8' MIN. EMBEDMENT 230 PSF MAX. 1/4 °0 RAWL STEEL Mar -IN W/ 1° MIN. EMBEDMENT 72 PSF MAX. 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4 °9 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 230 PSF MAX. 1/4 °0 BAWL ZAMAC NAIL -IN V/ 1 -1/8' MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. _4111M Pr" _■1111M FATIMILir1171M711MMI 1.117"WiLdwallMEIPPE711MAI,44 MELLOW DLDCX 1/4'0 RAWL CALK -IN U/ 1 -1/8' MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4 °0 RAWL CALK -IN V/ 1 -1/8° MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4'01 ITV RED -HEAD SLEEVE ANCHOR W/ 1 -1/8' MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4.0 ITV RED -HEAD SLEEVE ANCHOR W/ 1 -1 /8° MIN. EMBEDMENT 72 PSF MAX. 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4'0 WCDD LAG SCREW W/ 1 -7/8' MIN. EMBEDMENT 230 PSF MAX. 1/4'■ Mom KANt:IRMATE W/ 1/4'0 S.S. MACHINE SCREW W/ 1 -1/4° MIN. EMBEDMENT 72 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. aO IJ 7/16 °0 WODD BUSHING W/ 1/4 °0 S.S. MACHINE SCREW V/ 5/8' MIN. EMBEDMENT 156 PSF MAX. 230 PSF MAX. 11111711KMOMP' IffilLTOMMIPMIM PMPAIIMMI/P7 PjrgnilPjrgPMIPMPlir: EFIMPAMPla E ■11/1111 ANCHOR SCHEDULE 3' EDGE DISTANCE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) EXISTING STRUCTURE ANCHOR DESCRIPTION 8 MAX. 11' -4° MAX. EXISTING STRUCTURE ANCHOR DESCRIPTION 5' -8' MAX. 8' -5' MAX. 11' -4' MAX. CONCRETE 1/4'0 ITW TAPCON W/ 1 -1/8' MIN. EMBEDMENT 72 PSF MAX 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1/4'0 ITW TAPCON W/ 1 -1/8' 4IN. EMBEDMENT 230 PSF MAX. 1/4 °0 RAWL STEEL DROP -IN W/ 1° MIN. EMBEDMENT 72 PSF La X Irdir:EMIZIO707018 10 -AM% d11110r7PKIIIIIMOM HEIMILINIMMECALMILVINNIMIIAILMMEE■11113ErM dilit1/11170!:PATIMMILIBP'67 For 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MMAX . 1/4'0 RAWL ZAMAC NAIL -IN V/ 1 -1/8' MIN. EMBEDMENT 230 PSF MAX. 1/4'0 RAWL ZAMAC NAIL -IN i/ 1 -1/8° MIN. EMBEDMENT 72 PSF MAX. 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 1/4'0 RAWL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT 230 PSF MAX. 1/4 RAWL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. HOLLOW BLOCK 1/4'0 ITV RED -HEAD SLEEVE ANCHOR V/ 1 -1/8' MIN. EMBEDMENT 230 PSF MAX. 1/4'0 ITV RED -HEAD SLEEVE ANCHOR U/ 1 -1/8' MIN. EMBEDMENT 72 PSF MAX. 72 PSF MAX. 156 PSF MAX. 156 PSF MAX. 230 PSF MAX. WDDD 1/4'0 WORD LAG SCREW W/ 1 -7/8' MIN. EMBEDMENT 230 PSF MAX. eillIPAMIDEMILTIMMETIEBRIEHIPAIMP7IIMMIFX1 11 PlardiallirMESPIEILMITIPP7 1/4 °0 ELCB HANGERMATE W/ 1/4'9 S.S. MACHINE SCREW W/ 1 -1/4° MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 7/16 °0 WOOD BUSHING W/ 1/4'0 S.S. MACHINE SCREW W/ 5/8' MIN. EMBEDMENT 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. AkCA3R NOTES 1. ENTER TABLE USING NEGATIVE DESIGN LOAD CV) AND SPAN Q..) FOR SPECIFIC OPENING... 2 MINIMUM EMBEDMENT AND EDGE DISTAN EXCLUDES WALL FINISH OR STUGC6. WHERE LAU SCREWS FASTEN TO NARRDid FACE OF STUD FRAHM FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 4. MOMS SHALL BE INSTALLED IN ACCORDANCE WIN MANUFACTURERS RECOKMENDATLDNS. APPROVED AS COMPLYING MTN THE SOUTH FLORIDA BUILDING CODE PRODUCT ' NTROL DIVIS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. M I1.O 3 0 5C c4 M ijii cu a [ draw „ b J.V. HAL i clwckec v lI c l e-n.rp . 95-332 idle! 4 of 6 , • 1/4 01 WO 8/4 °0 MDID 6(a,? SCREWS Q 24° l .0 =1. USE 3ra AiENO 2 884 O.C. MAX. FOR SRNS a 5 -6 MIT. 2' u 6° 31.125° ALUM. WELD PLATE MITER TRUSSES CLASS OR DOM 2° 2° .057 AL STUD A:€LE (MAX. DESIGN LOAD 472 PSF) L=— sru= PG:iiL SY .-6 i PAXIL SOFFIT CONNECTION DETAIL SCALE 1 3 a 1' -0° 2° x 4° x //8° CULT. AL TUBE (6063-T6) 1/4'® RAWL CALK -IN Q 3° 0C. VITH 7/0' DDB. MO IN CHIC. OR 14 .LIN BLOCK OR L4°7 Lau SCwb I:4 2' V/ 1-1/2° EM 1/2°6 01 JBOLT @12°MC. 1/4'q RAVL CALK - 1P1 Q 12' D.C. tam 7/0• MIM Eh1C3 IN CONC. OR HOLLOW BLOCK OR 1/4'1 LAG SCREW Q 24° IBC. W 1 -1/2 MN. EMD. IN VC= x 1 /0° C2 IT. ALLJ ( MIELE 663 -T6 (1AX. EESM< 1 LOAD 4 72 PST) ® °PASS THRU° DETAIL SCALE 3° a 1' -0° C7 RIW MSS FR&MINg 1118 SWVIT /4° MAX b � I}AFL 1/A° TILE FHE�S1' MTERIAL 3/4° PLYUTED ST MA PA; L 2°tt2'x.6 AL STUD aXIZLE TV0 -3/16° ALU1% RN' RIVETS 0 12° OC. YV 1/4 °0 NED Leas SCREWS 0 24° O.C. 1u. PANEL SSW Q1Y=3° @ P4 ® 1 AMNER VER SPARS a 5'6° a' ° tt 6 °, ° u , 6 °tt 1/8° CONT. FS. YU. E (6CS2.-76) 014 S'n$ 0 82° D.C. 1/4 °0 PSWL CALK -24 6° 6UC. V/ 7/7 CITIL DM DI CO TCIES DETAIL NAT E' USED AT TOP DR MUM Ili PANEL. (MAX DESIGN LOAD 4 72 PSF) ® EDGE MOUNT DETAIL SCALE • 3' T E° tt 2° x .093° SYLEORED 2°x3°tt 1/0C 2° tt S° tt 1/7 MS-TS ALUM AE 2° tt7u1/0°TO 2° x 5° tt 1/11° 6=-76 AL. !'ALE I/ 1/4 °' STUD 0 12° IBC, OPTIONAL VUE3 ROOF 'MSS ACCZSS 1ZLE GYP) `U I€Arz8 STE N PAEL rINISN 1/4° C€AX ® ALT. SOFFIT CONNECTION DETAIL SCALE • 3° = 1' -0 STE: "7 PAKIL 5/16° A RAVEL CALK - 04 @ 3P 01$. V/ 1° KO& MO INTO CCM ER 111.1.13V TUCK. 2°x9 °x1 /8' CI14T. kNOL E 689 -Y6 ALUI3 W 1/4'Q STUD 0 82° 0C. kaaM TOGS DETAIL NAT 21 USED AT YC ' OR COTTON 121 PAX.. (NA1L EESIRI L240 4 92 PS•) ® EDGE MOUNT DETAIL SCALE 13 = 1' - 0 ° st 6iaL. DESIC81 LOAD 4 72 PSF) © ANGLE BUILD-OUT SCALE $ 3° a 1' -0° ST11701 PAXEL 1/4 °0 T1 3U T max TO Ae U CCTHDRf @ 1e° D.C. 2° 2°u.093' STUDDED ANGLE Sv1 1 PAS 2 1/4 °0 RAVL CALK -EN @ 6° OC. W 7/0' MIL Ems. !IIY® CONC. IQLDM I (TYP. TOP 1 NOTTIDO 2' x 3° x I/O'022°tt 5° x 1/8' CONT. ANGLE 6663 -T MP. TOP kaTZS MS IL - TALI. COY SE USED AT TOP OR ROTTEN IF PALL.. &ES1 '.1 LEM 4 72 PS/1 --\`="! ANGLE BUILD-OUT SCALE • 3° 1' -0° 8/4° 1 RAWL CALK -f21 0 6° Et. • VW 913t EMI IR CENE. ER ER mure BLOCK • tt 3° x 8/$d°. AMIR.E OR 2' X3tt1 ANDS 6063-T6 B M I V/ 1/4 4 112 Z .4 p 12) BEADIER (2 12 8.0. 1/4° NAX. MOW D AS COMPLYING UdMTH SOUTH FLORIDA BUILDING CODE DAT. + 4 gq4 PRODUCT ":' ROL DIVESION 6 BUILDING CODE COMPLIANCE OFFIC AOQFPTANCE ; Lab • E eg > 2 m La c 9 XS (s1 O Ei 9 L 5 o. L C4 2 0' F 1 i I t ieson J drawn by A0 drowns no. 95 -332 sheet 5 or 6 J drainne 95 -332 • 1/4•0 RAVL CALK -IN W/ 9/17 MIN. EMBED. IN UPC. OR H ILLOV BOOM 8 6° O.C. 2° x 2° tt 1/7 6063 -76 CONT. f.LUI3 TUBE (44X. DESIGN LOAD E 92 t•) HEADER MOUNT DETAIL SCALE 3° 1' -0° IBS THIS DETAIL NAY BE USED AT TOP OR BOTTOM OF PANEL. WAX. DESIGN L 0 s 92 PSP) SCALE , 3° ®1' -s' Ili 8° tt 7 tt 1/7 6060-46 ALM WE x � W/ HOUJIV 1/4° o. a STERN PANEL g its a PANEL STOP-! 2° tt 2' x.093" STUDDED ANGLE 1/4 °0 MACIDC BOLT t 6° OZ. HH ° @ DI COM. 2° ALUM, TUBE BUILD -OUT HAIL. 114°0 RAVL CALK -IN e 11° 2C. V/ 9/7 10K FDA INH CRC. OR HOLLOW BLOC( 17 BOLT 2 L 1/2° XC I/O' (1111���111 (A11. 1 S104 LC AD $ 92 P3?) 2'tt2' u 3111 STUDDED ANGLE 1/4' -20 STUD L VING NUT, PANEL TO ANG ECT 1 6° N.C. S/16 °0 CALK -11 t 3-1/9° D.C. V/ 1 PIN. EMBED. 141 CBNC. OR HOLLOW BLOCK V/ 3 -3/4° 1)2N. EDGE GIST. MiniS THIS DETAIL NAY BE USED AT TOP OR BOTTOM OF PANEL cMAX. LESIONS LO rs 78 E tt 8° tt 1/4° tt 6063 -76 AUX ANGLE 1° tt 1/e° ALM. WIN CMAX. BES1CD1 LDAH S 72 PM ANGLE TO °LP HEADER BUILD -OUT ASSEMBLY FOUNT SCALE 33' " 1°-0' SCALE 3" 0 1'-7 6 STERN PANEL 012 SNS 8 12° MC. 2° x 3° x 1/4° x 0' -6° 6063 -T6 ALLAL ANGLE CR TV19-7' x 3° x d/t° x 0°-6° TOP 66T6 ANGLES CTYP. TWO-1/4'0 T14RJ BOLTS ALT. LEG DIRECTION in STORM PANEL SUPPORT BEAM SCALE ' 3' m 1'-O' 1/4 ° -20 STUD W VING IIJT t 6" B.C. TO PANEL ANGLE CONNECT SP11 3E1 STORK P61.. 1/4 °-80 STUD V/ NUT AIME TO AID CD I ECTm1 1/4 °0 RAVL CALK -32 t 3' D.C. V/ 7/8° KIK EMBED. IN CONC. 2° tt 9 °tt O -f?' 32It. T8=0,653' -T6 ALUK Lem' BEAK SCA_E 1 -1/2 1' -0° SCALE 3 3° . 1 °-0' 1/4 ° "C0 STUD 2/179 WIZ FOR FXSTEMNG PAWL ST ANGLE ANGLE ASSEMBLY SCALE 1 -1/7 B l'-0° 1/4°0 DROP-INN ANCHOR It 8' D.C. Vim/ I EDDIED PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS .T PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN VU04JTS FROM THE MODE STORM PANEL INTERIOR FASTENING DETAIL O 1 0 1/4'0 T1HRU BOLT 0 i� n 12' Q.C. ANGLE TO a 00.33 2 CCNNECTION D- 1/4 RAVL CALK -IN 8 y 12° 0C. V/ 9/R° MN. MED. 134T0 CONCRETE I`I: a. a1 8/4 ALT. ASSEMBLY MOUNT SCALE 1 -1/2 o 11'-0° 2° tt2 0 rt .6 STUDDED ANGLE 1/4 °-20 STUD 6 VING INIST PANEL TO ANGLE 2° X 1/0° Q C B O! CTS 6063 -T6 ANGLE STORM PANEL BUILD-OUT 1/4° -3 STUD W 3331? R 6' 0.6. 2° tt E° tt .093 STUD !`NCLJL APPROVED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE r JAT OR OF PANEL. D-L PP,CUUC OPJROL DIVISION Ott. 3 38M LOAD 0 9S PSF) BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ��8� ®3 DESIGN WIND LOADS (PSF) . TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEI GHT POSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone(4) NEGATI VE End Zone(5) 0 -15 1 40. 6 -43. 4 -51. 4 15 -20 1 44. 1 1 -47. 1 -55. 8 > 20 -25 I 47.0 -50. 2 1 -59.5 > 25 -30 49.5 -52. 9 1 -62. 7 > 30 -40 53. 8 - 57. 4 I -68. 0 > 40 -50 1 57. 3 -61. 2 1 -72. 5 > 50-60 1 60. 4 - 64. 4 I -76. 4 DESI GN WI ND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEI GHT POSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone (4) NEGATI VE End Zone(5) 0 -15 37.2 I -39. 7 -47.0 > 1 5 -20 40. 4 I - 43 . 1 1 -51 • 0 > 20 -25 43. 1 1 -46. 0 1 -54.3 > 25 -30 45. 4 1 -48. 4 1 -57.2 > 30 -40 49.3 1 -52.6 -62.1 > 40 -50 52.5 1 -56.0 -66.2 I > 50 -60 55. 4 1 -59. 0 1 -69. 8 DESIGN WIND LOADS <PSF) DESI GN WI ND LOADS (PSF> COASTAL DR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT TRI B. AREA > 20 SQ. FT. NEGATI VE I nt. Zone(4) NEGATI VE End Zone(5) COASTAL OR NON- COASTAL BUILDING ZONES 43. 2 MEAN ROOF HEIGHT PDSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone(4) NEGATI VE End Zone(5) -49.9 0 -15 39.6 -42.0 -52. 1 > 25 -30 52. 7 -56.0 -69. 7 > 30 -40 57. 2 > 20 -25 45. 8 -48.6 -60. 3 > 25 -30 48. 2 -51, 2 -63. 6 > 30 -40 52. 4 -55.6 -69. 0 > 40 -50 55. 8 -59. 3 -73. 6 > 50 -60 58. 8 -62. 4 -77. 5 DESIGN WIND LOADS <PSF) TRI B. AREA > 20 SQ. FT. COASTAL DR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone(4) NEGATI VE End Zone(5) 0 -15 1 43. 2 -45. 9 -57. 2 > 15 -20 46, 9 -49.9 -62, 1 > 20 -25 50. 0 -53. 1 -66. 2 > 25 -30 52. 7 -56.0 -69. 7 > 30 -40 57. 2 -60. 8 -75. 7 > 40 -50 60. 9 -64. 8 -80. 7 > 50 -60 64. 2 -68. 2 -95. 0 MAXI MUM DESI GN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT P05I TI VE Zone(4) 8. (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 41. 3 -43. 8 1 -56. 1 > 15 -20 44. 8 -47. 5 -60. 9 > 20 -25 47. 8 -50.6 -64.9 > 25 -30 50. 3 -53. 3 -68. 4 > 30 -40 54. 7 -57. 9 -74. 2 > 40 -50 58. 3 -61.7 -79.1 > 50 -60 61. 4 -65.0 -83.3 MAXI MUM DESI GN WIND LDADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT P051 TI VE Zone(4) & (5> NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 45. 1 -47. 9 -61.5 > 15 -20 4 9. 0 -52. 0 -66. 8 > 20 -25 52.2 -55.4 -71.2 > 25 -30 55. 0 -58. 3 -75. 0 > 30 -40 59.7 -63.3 -81.4 > 40 -50 63. 7 -67.5 -86.8 > 50 -60 1 67. 1 -71. 1 I -91. 4 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS (Sc CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. 01 /02 /97 17: 09 NOTES ROOF SLOPE, e > 1 0 ROOF SLOPE, e < 10 1. TABULATED DESIGN VINO LOADS ARE BASED ON ASCE 7-88 AND 7 -93 SPECI FI CATI ILLS FOR COMPO€NTS AND CLADDINGS THE FOLLOWING DESIGN CRITERIA ARE USED A MEAN ROOF 1£114T LESS THAN OR EQUAL TD 60 FEET. B. BAST C VI ND SPEED 110 MPH C. AN I NPORTNCE FACT OF 1.03 FOR CATEGORY I STRUCTURES. FOIL CATEGORY II AND III STRUCTURES, MULTIPLY APPLICABLE LOAD BY 1.12. D. TRIBUTARY AREA AS NOTED. 2. DESI LDADS ARE APPLICABLE FOR COASTAL AND NO-COASTAL BUI LDI NG ZONES. EXPOSURE ' C I S USED FOR ALL BID LDI NGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FUR ALL runts ARE BASED UPON TIC MEAN ROOF CI GHT OF TIE DUI LDI NG OR STRUCTURE. 4. BM IDI NG ZONES SHALL BE DEIERNI NED I N ACCORDANCE VI TN TIC DIAGRAM SHDV11 DI ICKSI ON • o' EQUALS 1 OX ff MI NI HMI HU1 IDI NG VI DTH OR 40X IF MEAN ROOF HEI GMT Ch) VMI CLEVER I S SMALLER. BUT NOT LESS THAN EI TIER 47. OF NI NI MUM VI DTM OR 3 FEET. =.11' 12 12' 5. LINEAR INTERPOLATION MAY BE USED Flit VALUES BETWEEN TABULATED ELEVATIONS. 6. TRIBUTARY AREA REFERS TO TIE AREA OF LOAD THE SYSTEM OR COMPONENT RESISTS. FOR SYSTEMS SUCH AS STORM PANELS AND FOLDI NG CACCORDI 011) SHUTTERS, TIE TRI BUTARY AREA NAY BE TAKEN AS1 L, WHERE L = SHUTTER SPAN FOR OTHER SYSTEMS, REFER TO THE ENGINEERED DRAWINGS OR THIS OFFICE FOR APPROPRIATE TRIBUTARY AREA OR USE TABLES DESIGNATED AS DESIGN VINO LOADS FOR ANY TRIBUATARY AREAS. it F . -- ;1 - 1 n 101 p. IWI . '^o11r ! 2 ' J J r N ii: < O :. Q I I . no =n e - _, -Il .u' I P - °1 > I ' CV N 0. 0.1 t1.1 I II ' I n I Y � r 1n «i1 Ar'I GA I N I Q117:::: o1ni1 I < i 0 ,:i' j WQ M1if: YN X11 C: = O X it 0 . •D � dltllul VJ. KNEZEVICH 1 PROFESSION.. ENGINEER FL ' se No: PE 0983 le.•Ign DY VAC on.., lot I l .c .le .vn DOG as .roTEDII er G Dyl JWK1 oravmq no. 97 -20