Loading...
1160 NE 91 Terr (12)Date J , Legal Description X 1 o'0 (04 q w AfeiSCDk� Historically Designated: Yes No Owner/Lessee / Tenant itienl I ReA NA F Tq,ti yl44/10 () DO\ b u Master Permit # Owner's Address 11 ill (0 p e q 1 ('e-“- q1(-e 1 V IA uAAk S pho r - 3 '3 r- 1-5 s 0 Contracting Co. \✓ Ct'1Z{- 3M1 1 A U 4Y\ Address 1 LS 1 10 'il`a.e 4 "1Y f 1'lt ,4 lea, R- oy:, 33 SS# - Phone State # Municipal # Competency # 01 Ins. Co. C0/757 /NS Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Qualifier /i, G K WORK DESCRIPTION 060 /4 4v/ /WC( M Tb 2 iv Square Ft. 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ction an :. Furthermore, I authorize the above -named contractor to do the work stated. 1 as to Owner APPROVED: Zoning Mechanical PERMIT / APPLICATION FOR MIAMI SHORES VILLAGE Job Address /! 6O /U "'g Tax Folio :)k 1 1 S)- 0 50 0 1 0 Y-S -1) / Ih2mJ7I A> f� er and/or Condo President ondo Presi LLLL 5 i Da te No My ommission Expires: NOTARY PUBLIC - STATE OF FLORIDA JANET C NASCO- ROMERO COMMISSION 1 CC734oe EXPIRES 4115Q002 BONGED THRU ASA 1400.NOTMW FEES: PERMIT 7 RADON 9q Building k!V 1/Y Estimated Cost (value) 3 No My C.C.F. L t NOTARY ture of Contractor or er-Builder as to Contractor or Owner - Builder Date OmmiSSion Expires: NOTARY PUBLIC - STATE OF FLORIDA JANET C NASCO-ROMERO COMMISSION* CC734069 EXPIRES 411E/2002 BONGED THRU ASA 1.8884NOTMr1 Electrical Plumbing Structural Engineer BOND p TOTAL DUE fa j 6 s- May -26 -99 03:33P Diversified Aluminum Sery 305 822 7997 P.01 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: :teiY CERTIFY Coo. 11 is o true. IF.nnl � , . HOVE, kj$ Th CLER r•'?U':A, rr),I TY p: 0A01 py o f Ihu du A 0 19 nr 11:IJI Snot uit and Co unty C oop r : cI Cir M D.C. TAX FOLIO NO 0.500) I I S 9 9R246347 1999 MAY 12 1U :31 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 61 W A S Eb &F ', 1.L1 30 G T (' Lek- s O + A-LL Lot cr Wuy5Pr .-oT a Lis Co -r Si 7i'UZ r r O L/1-2 2. Description of improvement: OrnAlticke S9 3. Owner(s) name and address: \A) 044-\ Q4 )V Kr Yl`t 0 Q 0 J 10 �1 1106 N F 11 Tc-oc cAc e_ '&.-v �t b itio 3 3 t ' Interest in properly: Name and address of fee simple titleholder 4. Contractor's name and address • 1 (J 426 1 X1 o [� /4 Mal t) / v 7 `� 3 Lt- e 20 A ai / ( fS / ,(',44 qJ , Pt, 3 3 b ! b 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 Statu es, Name and address: ,114 -v /.e4 5. Surety:(Payment bond required by o*rier from contractor, it any) Name and address: N UU °° Amount of bond $ 6. Lender's name and address: At t 0 ` 0 PA) f,[•l c 4 f b is 51E D 5i a uX 1-,c J S O s °L- / /-1- .-/ k/ 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: i 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different •ate is specified) S,pn.tur.01 Qwn.r Print Owners ame Sworn to and subscribed Notary Public —. Print Notary's Name My (^rlmmic Gvnvac f (tom before me this day of A-\ • irdOTNryw,.uc. Mw 4/Atom � '"_ 9 FF Prepared by: /V..Z.0 11' / x' Address: F 14..5 crr d✓ ZIV '1ED WOR( a iII� 44, -. o .1111. J/M A II/0/ \ \MCI //! DATE: DEAR: M /4'r 1.1 c Sincerely, r ( AUTH D SIG A AND TITLE ) M ETALIiCH, INC. EST. 1957 Manufacturers of Window Enclosure Systems, Insulated Roof and Wall Systems SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM f O 1(r)i� C .4 , fs C) ( BUILDING DEPARTMENT ) We are the Dade County Notice of Acceptance Holder for : HURCULINE ACC. SHUTTER ACCEPTANCE NO. 95- 1122.03 .060 ALUM. STORM PANELS ACCEPTANCE NO. 97- 0804.07 1 1 18ga STEEL STORM PANELS ACCEPTANCE NO. 96- 1023.07 20ga STEEL STORM PANELS ACCEPTANCE NO. 95- 1220.03 SLIMLINE ACC. SHUTTER ACCEPTANCE NO. 96- 1126.10 ECONOLINE ACC. SHUTTER ACCEPTANCE NO. 97- 1124.06 This letter authorizes (F/ F'A t4Z- -( c!-4f 10(ifito use our above named product at ( CONTRACTOR / OWNER BUILDER ) the following job site. p dett,4 >(4--/u7--# ®Po (J WNER'S NAME ) //6 ' 7 � ( JOB ADDRESS ) f* M i SAle � S 33i -3c9 ( CITY , STATE & ZIP ) r 7635 West Second Court/Hialeah, Florida 33014 -4334 U.S.A. Phone: (305) 823- 2323/Toll Free: (800) 432 - 5180 /FAX: (800) 432 -1685 Weatherwall Division -CCRFdRTE SEAL: 7q K3 J X k x N., N. u u L Iii-)z” 37)c 39 k N 3 7x74_ C MCr 7� }(&o 33x_8 u 1 ► 7 36xgo / /ix76 SW 37 X06 S C DESIGN WIND LOADS IN P.S.F CLASS ONE BUILDING 1 10 M.P.H. FASTEST MILE WIND SPEED COMPUES WITH ANSI /ASCE 7.88 ROOF M E AN TRIBUTARY AREA IN SOUARE FEET ABOVE GRADE 0 -10 20 50 100 200 500 1000 .1.5 -1.43 •I.34 -1.27 •1.19 •1.1 •1.1 15' 0.8 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98. 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.1 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 ROOF MEAN ABOVE GRADE ( (4) INTERIOR ZONE CONDITIONS END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEET 0.10 20 50 100 200 500 1000 -2 4.875 -1.625 -15 .1.375 -1.1 -1.1 15 ' o.a. 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 .40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 • 40' 1.06 81.45 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 .60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 Notation: a: 10% of minimum width or 0.4h, whichever is smaller. but mot Tess than either 4% of minimum width or 3 feet h: mean roof height in feet except that save height may be used when O<= 10 degrees: and 0: roof slope from horizontal, in degrees. kl 0 A OWSrON Of MFiZTACH. Drs. crr. 2057 7.35 20. •CCO..0 e.. ....•u.... t ]]02• RAMMS ENGINEERING, INC. ...5f.........1 .5.. ce om0o7. 2022 - Mat 202 3., .00822 n02222 31. f METRO -DA PRODUCT CONTROL NOTICE WeatherwalliA Division of Metal Tech, 7635 W. 2nd Court Hialeah FL 33014 Inc. Your application for Product Approval of: 0.060 " Aluminum Storm Panels (5052 -H32 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 by: Applicant, along with Drawing No. 94012, Sheets 1 thru 5 of 5. (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. Acceptance No.: 97-0804.07 Expires:10 /09/00 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. Approved:10 /09/97 Internet mail address: postmaster ©buildingcodeoniine.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 OF ACCEPTANCE MIAMI, FLOR 33130 -1563 (305) 375-2901 . ;:' FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul RodYiguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: tittp : / /www.buildingcodeonline.com WeathenvaH /a Division of Metal Tech, Inc. ACCEPTANCE No.: 97- 0804.07 APPROVED . OCT 0 9 19 97 . EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 0.060" aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved Drawing No. 94012, Sheet 1 of 5, using 0.060" thick aluminum alloy 5052 -H32. 2.2 Panels have a nominal width of 12 -1/2" and a total width of 14 ", forming 1 -5/8" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, extruded headers and angles of various sizes. 2.4 Tested specimen: Dimensions: 39" wide x 88" long overall, 3 panels for impact and cycling + 1 for structural. 39" wide x 88" long overall, 2 panels for impact and cycling + 1 for structural. 39" wide x 48" long overall, impact and structural. 39" wide x 120" long overall, impact. 39" wide x 144" long overall, impact and structural. 3. LIMITATIONS 3.1 The design will be dependent on the Design Pressure vs. Panel Span graph and table on Drawing No. 94012, Sheet 3 of 5. Fora maximum Design Pressure of ±91.4 PSF. 3.2 Minimum separation to existing glass to protect shall be as follows: PANEL HEIGHT 0' — 88" 88" - 120" 120" - 144" Wall Mount 2 -1/4" 2 -5/8" 3 -1/8" Inside Mount 3 -1/4" 3 -3/4" 4 -1/2" Build -Out 3 -1/4" 3 -3/4" 4-1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1 -1/2" wide by 1/8" thick bar of aluminum alloy 6063 -T6, must be used at all intermediate panels and shall cross every panel web and lip, including the first and last lip, fastened with a 1/4" —20 bolt w /wing nut & washer spaced at maximum distance of 12- 1/2" on center. According to panel spans, install the following straps: 3.4.1 Panel up to 48" = No reinforcing strap required. 3.4.2 Panel spans 48" to 68" = One reinforcing strap at midspan. 3.4.3 Panel spans 68" to 88" = Two reinforcing straps at 1/3 spans. 3.4.4 Panel spans 88" to 144" = Three reinforcing straps, one at midspan and two, each at 1/3 spans. -2- Manu 1 Perez, P.E., Product trol Examiner Product Control Division Weatherwall /a Division of Metal Tech, Inc. ACCEPTANCE No.: 97- 0804.07 APPROVED : OCT 0 9 1997 EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the head and sill, EITHER directly to 1/2" x 7/8" Rawl Calk -In anchors embedded in the wall, spaced at 12 -1/2" o.c., using 1/4" —20 machine screws and Key Hole Washers (Direct Mount), OR inside a top track ( "h" header) at the head, which is anchored to the wall, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at the sill, using 1/4" —20 x 3/4" studs w /washered wing nut spaced at 12 -1/2" o.c. as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Wall Mount Sections, bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are secured inside a "U" header which in turn is fastened, using 1/4 " -20 thru bolts with lock nuts spaced at 12" o.c., to the long leg of a 2 -1/4" x 5 -1/4" x 1/8" continuous aluminum angle at the head; this same arrangement is reversed and used at the sill, except that a 2" x 2" x 1/8" continuous studded aluminum angle is used instead of the header and the panels are fastened thru the 1/4" —20 x 3/4" SS knurled studs and washered wing nuts spaced at 12 -1/2" o.c. The aluminum angle is used to provide the build -out and is anchored to the wall, as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Build -Out Section, bearing the Dade County Product Control approval stamp. 4.1.3 Cei I ing/Insi de Mount The panels are secured inside a top track "U" header at the head, which is anchored to the inside of a concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at the sill, using 1/4 " -20 x 3/4" studs w /washered wing nuts spaced at 12 -1/2" o.c., which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Inside Mount Section, bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the headers and 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. 94012, Sheets 1 through 5 of 5. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 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. 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 stamped in each panel advising the homeowner or tenant that the storm panels will not offer hurricane protection, unless all reinforcing straps and bolts are properly installed. -2a- Manue •erez, P.E., Product Product Control Division rol Examiner TEST T TEST LOAD D DESIGN LOAD D DEFLECTION] LARGE MISSILE IMPACT TEST M Maximum Weather wall/a Division of Metal Tech, Inc. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: -2b- ACCEPTANCE No.: 97- 0804.07 APPROVED : OCT 0 9 1997 EXPIRES : OCT 0 9 2000 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. 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. 94012, Sheets 1 through 5 of 5, 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. 6.3 This approval renews Notice of Acceptance No. 95- 0130.08, issued on June 22, 1995. Manuel 'er-z, P.E., Product Co Product Control Division Examiner Weathenvall /a Division of Metal Tech, Inc. ACCEPTANCE No. : 97- 0804.07 - 2c - APPROVED : OCT 0 9 1997 . EXPIRES : OCT 0 9 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test of 48 ", 88" 120" and 144" span storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -001, dated January 19, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 88" span storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1022, dated August 15, 1994, signed and sealed by Vipin Tolat, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94012, 0.060" Aluminum Storm Panel, Sheets 1 through 5 of 5, prepared by Ramms Engineering, Inc., dated August 5, 1994, revised on April 20, 1995, signed and sealed by Robert S. Monsour, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report No. 07965/93, issued by Inespal Laminacion, S.A., dated September 30, 1993, for Aluminum Alloy 5052 -H32. 8.3.2 Tensile Test Report No. 70- 02- 134810, prepared by ATEC Associates, Inc. dated 08/10/94, for specimen S 1022, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Panel and anchor calculations, dated May 22, 1995, prepared, signed and sealed by Robert S. Monsour, P.E. Manu; Perez, P.E., Product ,.1'trol Examiner Produc ontrol Division Weatherwall /a Division of Metal Tech, Inc. ACCEPTANCE No.: 97- 0804.07 OCT 0 9 1997 APPROVED EXPIRES : OCT 0 9 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 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 1, 2, 2(a) through 2(c) 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. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each 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, Chapter 36 of the South Florida Building Code. Manuel 'er P.E., Product Contra( xaminer Product ontrol Division END OF THIS ACCEPTANCE - 3 - 1 3 PUTA/L f • 4 O L.� f E. D. 1 x 7 LAC BOLT 11714 IVO SHOW OR SCI NOME * DETAIL 13 renal ANCHORING INTO W000 USC LAG ears OR SEE NOTE * HIN HE.400? wrTH 1/4" A 1 LAGS 7N70 2,4 LEDGER IF NO 244 LEDGER USE LAGS INTO TRUSS RETURN *IN FLAT WA sHERS USE 7/Ir. LAGS WHEN 24'0.C. 7/4' x 1' 1/2' H4MNER ERNES OR SEE NOTE * REFER TO HARDWARE SHEET FOR SPACING DETAIL 9 • .7 _ .4 FLOOR PLUG AND M44CFCNe SCREW ANCHOR FULL STORM PANEL („...-- M1CKNESS vA 1ES A CORNER PAN ANGLE MAX VARY SERVE THAI WINDOW � - STORM PANEL .I /8" THRUBOLTS 9 I/7' 0.0. w7714 2XJX.123 ANGLE ON BOTTOM MN0 PRESSURE 77.5 P.SF: M.x. MAXIMUM PANEL LENGTH 48' ! 1/4' MAXWMRIM r *000 COUNTER 7 I/4' coUNItR 444• BE MADE or OTHER MATERIAL CONTINUOUS 2.2SX /r ANGLE VARIES i LANGE MAY BE REVERSED R ROTATED NORIZONULLY 7/4 O4RU BOLT w/ LOCK MIT rr 0.0 (HEADER OR SILL VARIOUS SIZES HIM HEADER 117174 2x4 WOOD BLOCKING ATM 3/8' LAOS EMU 1RUSS RETURN use 7 /I6' LAGS WHEN 24 RE7►RWF PAN ANGLE: RAW OR CONIXODNS TO CLO OlT ENOS RETURN PAN .-r' YARTOUS SW ES 1/8 x 7 1/2 Mr BAR STUDDED M714 IWN0MU7S 9 C SLOT= GENERAL NOTES ON W000 HF400R OR SB1 7/4 -20 11007 PLUGS WITH wu f cNe SCREW ANCHOR OR SEE NOW * S4 WI ANCHORING rap *000 HEADER OR SILL USE LAC SCL75 OR SEE "ore * maws TYPES DETAIL S r01W114 C r4OL. MAY' BC f6ED 6 -370101 PANEL 11 COHEIR WEB a PANE. 7YR. FOR ALL. NET PANELS OF SPECIAL PAM APPLE-4007d WARMS CONF7GUR4flOv UC BOLTS OR SEE NOTE * VARIOUS OR *000. COACRE7C OR 744SO44Rr ti HEADER OR SILL ii DETA IL T 1/4 -70 571/0 IN RUH RINCHL 7 • um OR O L STUDDED ANGLE 14r BE mow= AV REVERSE 01RECT70N 11H ; 4= GONG/WOOS 'Lwow I/8 ANGLE YARlOUS SIZES SCRLWKD OR ammo TOGETHER WM /74 X 3/4 SQF7APPP,G SCREWS OR 7/4 - 20 Now ear W/ LOCK NUr Tr O.C. USED AS HEtOER OR SAL • r E O.• `� 7/4 -20 HOOF PLUG *1714 w.40aE SCREW AmCNOR • OR SEE No7F* 71.5 PSF MAX. DETAIL 10 / -- *000. CONCRETE OR 4ASON4Rr HEADER OR SILL 0 BLOCKING VARR7US SUES 1 /4 -20 BOLT tooma r now (rlrrov fi1C 001 SEX 7/4 -20 MUSS HEAD w/ LOCK NUT 1r 0.0. C . H28H HEADER. 4.744 SILL OR TT SILL LAM^ ears rm. it OR sae NOME * SEE GENERAL NOTES ON W000 11 NHEAO£R OR 581 DETAIL 14 OPTIONAL CIS£ 01 7/Lr ANGLE FOR PURP05F OF WENDING WALL BOOR PLUG HEADER ON TOP ANO MACNpv£ S1E7. ON e0rTOM 1 sort), ANCHOR STORM PANEL LNSIOE CLOSER PAW ASSEMBLY aL1SO1 PAN ~Ca r DETAIL 2 1/ - 571/0 *r1H rep RUT (77P.) STUD 1,147 BF INsTAU.m P4 REMISE ERECTION LIN SILL OR OTHER L ANGLE USED AS HEADER 0R SILL 7/4 -20 FLOOR PLUGS MTIH MACHNC SCREW ANCHORS OR SEE NOTE * *7404 A 044047 40 gyro *000 US£ LAG BOLTS OR SEE NOTE * DETAIL ' 71.5 PSF MAX. MAXIMUM CAP BETWEEN STOOM PANEL AND D.L.O. SHALL NOT EXCEED 1/4' — 1 I STORU PANEL DETAIL 11 • • PANEL 4(0701ED AT B07TOM 73 PASS OCR SILO .4(U *wow on SILL (EAC/4 SOE) . 1.9. • • LIN DETAIL 15 s m a 1/4-20 n001 PLUG 4440NRIC SCREW ANCHOR OR MICR see Now * ■4104 AND0R9 C e470 *000 fat LAC BOLLS 0R Ste Nor * REAM OR sal moots TYPES DETAIL 7/4' SLEEVED DRIVE ANCHOR 0R SE£ NOTE * * mei AN 40100 INTO 11000 USF LAC BELTS OR SEE NOTE * L1H HG10FR OR OTHER L ANCY.F USED AS 4404Dea OR SILL DETAIL 7 S1IK1000 ANGLE MAT BE MOUNTED w REVERSE OtRECDON (79.) 1 /4 - 20 57(10 *17N MNC.M/T (7P.) 7/4' mAsco417 SCREX 7 7/2' MW.. (x8£311047 OR SEE NOTE * OH SILL .125 OR O1HER HEADER AND SILL ',MOUS TYPES COHTLM/OUS *000 8LOC4TNG 7ARTOU5 SIZES GENERAL NOTES: WHEN ANCHORING, TO W000,• THE W000 MUST BE A MINIMUM 2 X 4 EOi LAL TO /2 SOUTHERN PINE AND STRUCTURALLY PAR: OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE REFER TO SHEETS J dr 5 FOR: MINIMUM. DISTANCE BETWEEN GLASS AND PANEL ANCHOR SPACING FOR SPECIFIC ANCHORS EDGE DISTANCES (E.G.) FOR SPECIFIC ANCHORS *SEE ANCHOR SCHEDULE FOR ALTERNITVE ANCHORS 1/4 -20 5110 =r *77H 711ACJVUT (77p.) FIAT STRAP 1/8 x ! 7/2 USED AS 1EAOFF 0R Stu C RY OR aR7 • 7/4' MASGrrrr SCREWS OR SEE NOM * La& APPROPRATE APPROVED ANCHORS FM SPECor APPUCATKWS DETAIL 4 7/4 -20 511.0 *1174 wtNGNUr 72 7/7 0.c FLAT STRAP 7/8 x 7 7/2 USCO AS HEADER OR SILL AN 4401(3 ro /4000 warty AN0HORINC INTO '4000 MC LAC BOLTS OR SEE NO70 * SEE GENERAL NOTES Orr W000 HEADER OR Sal DETAIL 7 •• 7 BE wow= .v77CALLr ON moKiroV1ALLr 71.5 PSF MAX. DETAIL 17 I / -20 11001 PLUG REM 4101C7I0NC SCREW ANCHOR. . ROUT TO 0/44RT *TA IHFRWALL STORM PANEL DETAIL 12 COMU+40 5 0 -7' x 2' BLOCKING r Ili TASTTSIED To0e7NER 4104 /64 RATS OR /8 TECx SGRCa5 !/4" MASONRY SCREW r 1/2' FM8£DEO OR SEE NOTE * HEADER OR SILL. VARKwS SIZES ROBERT._•S. 1MON50UR, EB- D'0.06024 Ba'MS ENGINEERING. MC PE •E:D. A I I OFJTCI)OH 7/4 -10 HOOK PwC WITH 1/4 -20 BRASS *000 81/SION0 SEE GENERAL NOTE'S ON W000 HEADER OR SILL 1 / 4 - 20 41.001 PLUG —L_ wmt wCHNE SCREW ANCHOR OR SEE NOTE * DETAIL 8 4 t e CONNR.OUS 81000 /C 1/8" ANGLE SIZES 4(7 VARY' 2 X 5 7 7/8 ANGLE AND 7 x J x 1/8 ANGLE BOLTED TOGETHER YON 7/4 - 20 7HRU Bar w/ LOCX N117 /2 0.0 Z- I/4 -20 • .7/4 KNURLED S7UOs — — J WITH wASNEREO 4!.0/4/75 7/4-20 LOCK NUTS HORIZONTAL INSTALLATION ELEVATION O O NOTE: THE WEATHERWALL STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER MAY BE ANCHORED OrRECTLY TO THE STRUCTURE WITH THE USE OF 7/4 • MACHINE SCREW ANCHORS IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS OR STUD TYPE ANCHOR INTO CONCRETE. MASONRY OR BRICK. WHEN ANCHORING ro WOOD USE 7/4 -20 BRASS 4(000 BUSHINGS. IN COM8FNAITON ram 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW W/TH KEYHOLE WASHER. ANCHORS ARE TO BE 12 7/2 _ 0.C. WITH A MINIMUM EDGE DISTANCE rN ACOROANCE TO ANCHOR TYPE. 7/4 -20 NUTS 11" . . 7/4 -20 x 1 PAN 01 TRUSS H540 ra 1/4 -20 x 1 HEX HEA0 Otim 1/4 -20 X .3/4 KNURLED STUDS 18 -8 STAINLESS STEEL 1/4 -20 x 7 HOOK PLUGS ( S10EwAL• 801TS ) 78 -8 STAINLESS STEEL MACHINE TYPE SCREWS MAY BE VARIOUS LENGTHS KEYHOLE WASHER 1/4 1.0. 3/4 0.0 FLAT WASHERS 7/4 -20 WASHERCO WINONUTS 7 /5" O.D. P VERTICAL INSTALLATION ELEVATION Y's 0 0 rn > cl APPROVED AS COMPLYING WITH THE A SOUTH. FLOgIDA BUILDING CODE O DAT � _ 1 74? 1 " 5 o t p PRODUCT CONTROL DIVISION : , BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR-5 - 6I3D • t7 f oloommormoolok REVISIONS 87 01/15/95 04/20/95 SP SP 4 1 SEP /JR8 08/05/94 cw SHOWN 94072 2 5 DESCH PRESSURE PANEL SPAN 21.00 144" 36.88 125" 47.81 117" 51.23 115" 58.06 112" 61.47 110" 66.85 108" 71.46 106" 75.30 105" 81.45 103" 86.83 • 101" 91.44 100" PANEL HEIGHT 0 -88' 88 -120' ( 120' -144 MINIMUM DISTANCE BETWEEN CLASS AND PANEL WALL MOUNT 2 1/4" 2 5/8" ( 3 1/8" INSIDE MOUNT 3 1/4" 3 3/4" 4 1/2" BUILD OUT 3 1/4" 3 3/4" 4 1/2" t 100 90 80 70 60 5 0 v 40 30 20 HORIZONTAL BRACE STRAP 1 /4-20 STUD rJ / ( ) wan WINCNUT � 12 1/2 D.C. 1 /B" X 1 1/2' PLAT ALUMINUM BAR SIDE NEW DETAIL "A" FRONT NEW 1 91.44 P.S.F. I 100" PANEL SPAN r 1 .. • Alb r *NOTE: CENTER PANEL STRAP 13 NOT REQUIRED FOR PANELS O -48', PANEL SPAN IN INCHES FRONT NC # S10£ NEW 47 �O I a W 0 1 1 ' 1 1 ' 1 , ' 1 1 1 1 1 1 1 1 ~ I 21.00P.SF. 144 MAXIMUM PANEL SPAN i l r 1 , 1 , 1 , 1 I , J 1 ,- 7 N 1 , , 1 1 1 1 1 1 1 1 1 1 1 , 1 11111111111111111111111111111111111111111111 )1111111111111111111111[ 1111[ 1111111111111111111111111111111111111 90 100 110 120 130 140 150 160 170 180 190 HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER ANO SILL EITHER HORIZONTALLY OF VERI7CALLY EXPLODED ASSEMBLY • FRONT WCW STC WM WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HOR. OR SILL HORIZONTAL BRACE STRAP LOCATION ELEVATION PRODUCT RENEWED AaCCEPTANCENO. . 61 FPONT NLY SWC mit' more %Any s,of vie HEADER TYPE MAY VARY. DEPENDING ON APPLICATION NO HEADER \ STUDDED RAT STRAP h h , h o u , 4 = v u 1 2 1 3 I s J h� y , k g o y r d a ° , - o 4 a d C b 1 C NO SiL STUDOCD FIAT STRAP WALL MOUNT ANCHORING PANEL TOP & BOTTOM WALL MOUNT MTH HDR. ANO SILL SILL TYPE MAY VARY. DEPENDING ON APPLICATION SCE NOTE'S AND CHAATS FOR ANCIiOR TYPES ANO SPACING TYPICAL SECTION VIEWS PANEL DEFLECTION CHART ROBERT : NSQUI�, PE E ' s . z4 .060 5052 H32 ALI ,,nINUM H 1H NEAOCRi *ITN 2.15 x 5.25 7/8' ANGLE ;LOCKING u OC U } N O a N cuss //f4 LIH SAL NRYI 2.25 X 5.25 1/6 ANCL£ BLOCI(NG MTN HOR. ANO SILL o — 48" PANEL HEIGHT NO PANEL STRAP REQUIRED 48" — Sr PANEL HEIGHT ONE PANEL STRAP MIOSPAN 68" — 88" PANEL HEIGHT TWO PANEL STRAPS EVENLY SPACED AND CENTERED 88" - 14.4" PANEL HEIGHT THREE PANEL STRAPS ONE STRAP MIOSPAN ONE ABOVE AND ONE BELOW M/OSPAN SPACED AT 1/3 OF MIOSPAN DISTANCE BUILD OUT INSIDE MOUNT WITH HOR. AND SILL MAXIMUM CAP BETWEEN PANEL ANO HEADER '5 1/4' (TYP.) DETAIL "8" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE _ DAT E 19 9. BY ./ 1 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.1�7 - O 130. 0 1 /15/95 04/20/95 SP SP REVISIONS 81• n n N W u z a 1. 0 .• O e 5 6 I it 0 z 0 u W N 4 S£P /JR8 08/05/94 SHO 9 4012 •• 3 SOFFET HEADED. -J cav wnH 1/ 1e•• wOOV VACS IPSO 771.73 ¢T•743 STUCCO FINISH FOR MINIMUM DISTANCE REPER t0 PANEL DEFLECTION CHART WEA1HERWALL STORM PANEL- V4-20 FLOOR PLUG W7H MACHINE SCREW ANCHOR. • REFER TO CHART WEA MERWALL STORM PANEL •E D • I I I I OEFECTiON II GLASS -11 11 11 11 II I I E. • • • 4 _ TIE I3EAM GL-A55 2 TAI L A 1/4 -20 FLOOR PLUG WITH 7/4-20 BRASS WOOD BUSHING EXISTING stud J SECOND 51 WINDOW OPENING CONCP.ETE CAP 5tORM PANEL SECLFZED At C3 Orr OM OF WINDOW Wit} -I 5TLR7DE2 STRAP SILL AS IN DETAIL NOTE: THE WEATHERWALL STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF 1/4 " MACHINE SCREW ANCHORS IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS OR STUD TYPE ANCHOR INTO CONCRETE. MASONRY OR BRICK. WHEN ANCHORING TO W000 USE 1/4 -20 BRASS W000 BUSHINGS, IN COMBINATION WITH 7/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" 0.C. WITH A MINIMUM EDGE DISTANCE IN ACORDANCE TO ANCHOR TYPE. I/ 8" FLAT STRAP I/ 4- 20 z 1 I/ 4" STUD WITH REDDER CAP TO PROTECT mcgAos W1-EN STUCCO 15 -� APPLIED 12 1/ 2" O.G. TVP. I/ 4" MASONRY SOM W OR on-ex APPROVED ANCHOR SPACED IN ACCORDANCE WITH APPLIED ANCHOR 17 1"AI L 13 SIU2VED SLAT STRAP USED AS FCADGI¢ CR SB.L WE ATHEI?WALL " 5107ZM PANEL —�I 1 1`• 1 1 I/ 4- 20 SIDEWALK DOLT_ WITH I/ 4- 20 MACHINE - SCRE W ANCHOR NOT 5: I7TAIL C PI 5 flJCCO 5Y51 M 5C 0N5 r I 51 ORM PANEL SECLP.>:D --V' WITH WASHERED WINGNUV5 5iUCCO FINISH POR MINIMUM DISTANCE 1 12EPF.R TO PANEL 1 1" DE PLeCtION CHART 1 1 I 1 WEATHEP.WALL 51 PANEL LIN WITH I/ 4 - 20 51147 AND WASHEI�D WINGNUr MMOVAISLE SILL USED IN DOCIZ WAYS. LIH MAY ALSO DE USED A5 A WALL MOLNI FADER OIZ SILL - 51UI7t7Et7 51i'.AP5 ANt7 U HEA7EtZ5 TO C3E INSTALLED JUST t3EFOI:E STUCCO 15 APPLIED PANELS INSTALLED USEING STUDDED STtZAP AS HEAI7Et: ANt7 5ILL. MAY PE INSTALL HOI:tZONTALLY OR VEI: I:EFEt: TO ANCHOt: SCHDULE FOF' SPACING ANI7 EDGE t7I5TANCE DIMENTION C t nr: TO PEPLECT1ON CHAI:T For? MINIMUM DISTANCE t3ETVVEN GLA55 ANt7 5TOF?M PANEL • • 7- WHEN ANCHORING t0 WO0t7, THE WOOD MUST t3E A MINIMUM 2 X 4 EQUAL TO 2 SOUTHERN PINE ANI7 5 MUCTUP.ALLY PAI:T Or THE FRAMING STRUCTURE OR SUCLNELY ATTACHEt7 TO THE FP.AMING 51IZUCTUt? . ROBER'l;;S'_ MO sp U R; PE EB .E3b8 • erns E7IGUIEEQYIC, mC EXISTING STVZLICTLTZE E WINDOW bTAIL b E? By P BUILD TIE C3EAM • GONCi2ETE CAP 1/4 -20 srto »1114 WINCNUT 12 1/2 O.C. (rm.) FLAT STRAP 1/8 X 1 1/2 USED AS HEADER OR S1U ANCHORED TO W000 WHEN ANCHORING INTO W000 Us£ LAc ears SEE GENERAL NOTES ON WOOD HEADER OR SILL b�TAIL I PRODUCT RENEWED ACCEPTANCE No. q'7 - OVA . 6 TION DA A 1, .1.1I T CONTROL DIVISIO CODE COMPLIANCE 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 1 4 10.e q BY // /... .: PRODUC CONTROL D:V:S:ON BUILDING CODE p COMPLIANCE OFFICE ACCEPTANCE NO.I S isiwomminnwairs REVISIONS BY O2/ 10/ 9. 04/ 20/ 99 Y GAMIN SEP /Tae 04/78/95 SHOWN 5 94012 4 ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 71.5 PSF 71.5 PSF 81.5 PSF 91.4 PSF POURED CONCRETE CONCRETE a. POURED cockETE --- tore:AM BUMP. POURED CONCRETE c000r up= POURED CONCRETE CONCRETE aux . ANCHOR TYPE PANEL E.D. TENSILE J SHEAR TENSILE J SMEAR TEN3R.E 1 SHEAR ,.- 'TENSILE 1 ... SHEAR TENSILE t SHEAR TE7434LE ' 1 SHEAR TENSILE 1 SHEAR TENSILE 1 SHEAR STUD ANCHOR lart=11#4101) IN" 1 NT = Sll 1 314" NOT USED IN BLOCK STUD AN CHOR MIN. EMBEDMENT sr SPAS 3' le- : • • 1 8' 18' ir 18' ir 18- • ir • ir . • ar 1r . 1r 18' • . 1r ir . : 15' 1r . ir : ir • . 18- it 11' ir . 15" is- . 1, . 18- • • 13" 18- . 18" • le 18' . 17' : 10' 1r 18' . 18' ir • 18' • • 17 18' 18" . 17' • 13 . 9' 15' .. 2' 18' 1 us- ir 88 SPAN 3" 16' : • • • Is- ir 14- . 18- • ir la- : ls- ... ir : ir ir : ir ir • 16' • ir • li- • ir - • 17" • . • - is- • • 18' 17 r . 1r ir • 15" • 14' ir • . 1cr 17' 15' 17 15' 11' 8' 18' 17" 15- . • Ir 13' r ls- 13' 17 . • 14' 10' r 2" 18" — I 6 HAILED sTtro ANCHOR MIN. EMBEDMENT 1114' 1r 12cr SPAN r 18' . • • - • • 18' 14' 10' 17 : ir _ • 15' • 13' : . is- : • 17" 16' • 12' 14' • 8', If • : 17 . . i r : 13" 9' 6' 16 14'. 17 15' 10' 7' I 17 11' 10' 11' 8" r 14' 13' 11• 13' 9' 6' 11' 10' 9' 10' T r 7 18 1 114" ir zr 1T 12' ._ . • 8 6 SPAN 3' 18' : : • . 18' lir ir 8' 1 : 15" • - 15" 1r - - . ir • . 14 14' 18" • 18" : ' 15" 16 - 18 • ' ' . 11 1:7 • 1r : 11" : 18' 16' 11' 18" ir 15' 18' 14' 10' 18" 16' 15' 1r 14' 10 ' 16' 1 18' 18' * 7' 12' 9" 16' 15' 13' 18' 17 r 7 18' 114' 1 1/4 ir • ( II CD HI Ur' SPAN 3 18" . ' - • ' • . 15' 14' 10' 18' : • is . 17 • " 15' . 16' • . ' 11 . 15" ' 17' 1 . 12' 8' • . . 18' r ' . 16' • *if : . 17 : ir 13' 9 9' ar 18' 17' 15' 1 1' r 14' • - 15' • 13' : 11' 11- • . r . 18" • • 17 1 • 7" ' 9' 1s - . . r 13" 11' 10' 1 14' 10' 7' 1/4" SLEEVE ANCHOR 1 1/4 MIN. EMBEDMENT r 18" 1114' 18' 120" SPAN 3 it • • • . • . 15 11' r • 14' 1r • 1 13" • • 11' 11- • r 1 . 5' • 12' 16'- . . 9' • 6' 14' • . 12' • 11' . • . 9' - 13' r 6' . 16' ' • 11' • 14' • • . r 12' r 10' : 11' 9' . • . r r - 6' 14' : 10" 12' • . T 11' • 5 9' r r 10' r 5' 2" 18" 1 1/4" 17' ., 68 SPAN 3' ir . is- I r 14' ir - . 17 ir I r i . IT • . lr . 15' is- . 1 r 17 . ir 10' i ar 14" ir ir 17 if 10- - . 1T . r • . ir 13' • 17' 17 : 17 9" • . r 11 11 1111 , 1 -- -H 8 2" • 18". U Ile STEEL SLEVED ORNE ANCHOR 1 sir MIN. EMBEDMENT `...." ar SPAN r le ir 15" 10' 11- • 18" 17 13' : Sr 9' 1? : 17' 17 17 • 11- 9' . 9• : r r 15' 11- r 17 - 15' . 10' 11' r : r • r r r 13' 9' r 10' r r 13' 10' r r 6' 8' 12' 8 6' 2 le 1 114' 13' 0 1.1 1:1 -----) . 120- SPAN 7 12' • • : • • 15" 11 r • 6' ' 17' - T • • r _ r • • r 10" i 13' sr • • 9 8- • • 6' r : 6" • • • 5' • 11' r r r : 11' r : r T • 6' r • 10' , 7 5' 7' • 5' . 5' . r • 10" T - 7' 6' • r • r • r 5' • 6' 4' . • 4' • 1 /4 ZANLAC HAMMER DRIVE 4 Sir MIN. EMBEDMENT 2- Ilr 1114' r VARIOUS HEAD TYPES g ---- 441111-11-MMUMMV 1- 114 PlASONRY SCREW 1 i/2" MIN. EMBEDMENT Sr SPAN 3' 18" • ' : : 15" 1 18" . 1r ' 18" 17" • 17' : 15' 16' • 12' 18" 18" 1 r • ir : 18" : 15' • 16 • • 14' • 13' - • ir 14' 10" 16" 18' 16' 15 18" 13' 14' 13' 11" 17 12' 9' 1 er 16' 14' - 1 8 la- 17 13' 11' 1CT • 15 11' 8' 7 18* 1 114' 18' W' SPAN pm 3" 1 5' . • : • ar 16' 14' : 1 15' 1 8' 13' . 13' 17 : 9' 1 7' • 8' 14" • 1 15' • 16' : 11' _ 17 • • 11' • • : 10' • • 1 5' 1 r r • 15' 18' . 14•• 14' • • 12- • • 10' • . 1 1' i r . . 10' • 9' • . 9' • 7' 14' 17 11' 18' 13' 9' 10- r 8" 1 7 r 6 2 18' 1 1/4" 17' 120" SPAN 3" 15" ' : • ' 18- 1 11' 14' 10' 10' 13' r r 13' 11- 19' 17' _ 17.. r 9 r T 11- r r 11' 10" 9 15" 10' r a 7' 6 10' 7' 5' 10' 9" r 17 9' 6' 7' 6' 6' 9' 6" 4' 7 14' 1114' 12' 1/4-20 MACHINE 718' ,.....— ANCHOR OM 58 SPAN 3' 15" • - 18' 11' 15' J 1r T 14' T 13" 15" 18" 12' ir 18" 15" it it 1r 13- 17 10' 1r 15' 10' is- 1r 11- ir 17- 11' 17' 10' 9 ir 13' 9 sr 18" 17' 18' 15' 10' 10' 9' r 16' 12' s- 2112' 1r 2' 18' x 7/8 , 1/2 SC.REY1 IAIN. Eu8E014ENT 15" SPAN r la- : • - . 15' 18' 12' 17 J 11" T 10' 18' 14" r 18' .18- 17' 18" 15' 10' 10' r r 15' 17' r 18" 17' is 17" 13' r 9' r T 13' 10' r 17' 15' 13' 15' 12" 8" 8' r 6 17 9' 6' 2112' 18' r 18- 120 SPAN 3' 18" : • 17' 13' r sr J 8" r 14' 10' r 16' 14' 13' 15' 11 • 7' . 2' 7' 6' : 11" 6' 6 14' 12' I I' 13" 10' . r ' r 6' r 10' , r 5 12' 11' 10' 11' 9" 6- 6' r r 9' r 4' 2112" 17" 7" 16' WOOD APPUCAT1ONS 59.5 PSF 71.5 PSF 81.5 PSF 91.4 PSF ANCHOR TYPE SPAN TENSILE T SHEAR TENSILE I SHEAR TENSILE I SHEAR TENSILE 1 SHEAR i\‘‘V II I 1 BRASS W000 BUSHING KIN. PENETRATE/If DI TENSLE 1/4-20 ir : : 16' 12" r ir 1r ar : •• 13' 10- se 18' it 15' •• i 12' V T . 18' ir 14' : : 10' re 6' er :AN 18- 1" 120 SPAN 151' 1.1MTIZ-M1•1-ZrP WOOD LAGS 1' MINIMUM Ell8EOMENT •IX" sr SPAN ir i : i 16' 13* • 11- ir ir : 1 : • 14' sr r lir ir 11- i i : ir ., r 1 r le : : •• 11' r sr SPAN ir 120 SPAN ir ma- Sr SPAN , ar i i i 24. ir 14' ir ir 15' ; i : zr ir 11• 1r ir 14' i i i 1, ir ir is. 12' i 12 . 9' sr SPAN 11' 120 SPAN ir sr SPAN 18' ; i i 24' 27 17- ir 18' 18'. : ; i 24' 12' 14. ir 18- 16 i 1 zr 1T 12' 18' 12' 14' i : 20r 15.• - 11' sr SPAN ir 120 SPAN 18' 7116 Sir SPAN ir : : : 24' 24' 23- 18' 1r 16' : E : 24' 24' 19' 16' la- 1r •:. i : 24' 27 17' 18' 18 " 1 r : : : 24' 21' 15' 1111' SPAN ir 120 SPAN ir .AN HOR ‘,..)'CHDULE NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS PROM MOUNTING SURFACE. EXCLUDING BRICK PAVERS AND CERAMIC TILES. rz w F tzi - - 0 Zr) az -- • C.T4 > 0 PPROVED AS COMPLYING MTH THE Z 0 El OUTH 'FLORIDA BUILDING CODE — ...1 2 1 1-- ., 0 imo ......0By 1--J, 2 ta — - Ca) Z — 0 PRONG ONTROL DIVISION u3 A C ROBERM:tD;iNSOUR, PER 6 c.) BUILDING CODE _C a e . 5 0MPLIANCE OFFICE EH: 0 F,... P ACCEPTANCE tief WM EfIGMEE12111G. nc a. cd 0 ••• c. ........ • ,s• • c; • • ' • •It M3 'RI owno REVISIONS BY 01/15/95 sp 04/20/95 SP 1111 . 111 . 1 11011118118111110 SCPAIR 8 anal, 08/05/94 WWI SHOW 94012 5 5 •11171 $ I/8 1' VARIOUS DECREE CORNER PAN • • .R10 +. •1 CORNER PAN r 1 2 5/8 .125 T1 2 N ' i VARIES 1 0 8 9/16" VARIES 2 5/8' 1' 2 5/8' TYPICAL PANEL SECTION AIOUNTINC HOLES 12 1/2" O.C. RETURN .060 2 1/Y CROSS SECTIONS SPECIAL PANEL SECTION • 0 BLOCKING 5 /18' .060 TYPICAL LIN rn- ti STUD AMY 8E INTALLED IN REVERSE DIRECTION waa BLOCKING BY UN —a !XI PATIO -.I en -21 __I BLOCKING P °DUCT RENEWED ACCEPTANCE No. 0g0 EXPIRATIO, T DATE (.% cTfob ,....! zoo° i 'R: . UCT CONTROL DIVISIO BUILD 1 ' • DE COMPLIANCE 0 ALL STUDS .3/8' (RP. ) ALL APP In/uUOEs S7VOGEI1 11 1H 1/4 -20 X 3/ 18 -8 STAINLESS STEEL KNURLED S NOS 11 1/2" O.C. J /1" (1YP AIL APPLICATIONS ANCHOR MOUNTING HOLES LOCATED ON ; EITHER HORIZONTAL 01? VERTICAL LEG, 1 /1"• FOR REMOVABLE. 1 /4'm FOR PERAMNANT : 1. ANCHOR SPACING vs. DESIGN PRESSURE • 1/8' ANGLE MAY VARY IN SIZE ANGLES SNOOEO IN - • e.g. 1.5x 1.5 2xJ. 2x2 or 5.25,2.25 SHORTER LEC ONLY • ; .•• STUDDED ANGLE DETAIL 1/8' x 1 1 /1" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 7994 EDITION FOR DADE COUNTY SOUTH FLORIDA BUILDING CODES CHAPTER 2.3. SECTIONS 402.3 ADOPTION OF ASCE 7 -88. 237 4.5 FATIGUE LOAD TESTING, 2315 IMPACT TESTS ANO 1 994 S.B.C. DESIGN CRITERIA: WIND LOAO PER CHAPTER 2.3 OF S.F.8.C. PRESSURE REOUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 - "' MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" DEFLECT /ON - L /30 w /2' MAX ON POSIT /VE LOAD GENERAL NOTES: THIS APPROVES ALUMINUM STORM PANELS OESICNE0 FOR THE FOLLOWING LOCATIONS: A. NON COASTAL. ZONE BUILDING B. COASTAL AND NON COASTAL ZONE BUILO /NC ALL ALUMINUM EXTRUSIONS TO BE ALLOY 606.3-T6 OR EQUAL STORM PANELS SHALL BE .060 5052 H - ALUMINUM OR EQUAL SMOOTH OR EMBOSSED, WITH A NOMINAL WIDTH OF 72 1/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, /N ACCORDANCE TO THE DETAILED SPEC IF ICATIONS HEREIN. EDGE D /STANCE SPECIFICATION TABLE APPLIES TO HEADER ANO SILL APPLICATIONS ONLY. ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 1/4" DIA. X 1 1/2" SLEEVEO DRIVE ANCHORS ( STAR ORYVINS ) , 1/4 -20 MACHINE SCREW ANCHOR ( TAMPINS ) WITH FLOOR PLUGS, 1/4 X 1 1/2" MASONRY SCREWS ( TAPCONS ) . 1/4" X 1 1/2" WEOCE ANCHOR OR SLEEVE ANCHORS. ( 1/4 X 3/4 LACS OR ,x/14 SELF TAPPING SCREW ) WITH LAG SHE/LO , NA /LED STUD ANCHORS OR OTHER DADE COUNTY APPROVED ANCHORS NOT LISTED USED IN COMB /NAT /ON WITH 1/4 -20 MACHINE SCREWS WITH 1/4 -20 NUTS ANO WASHERS. 1/4 -20 WASHERED WINGNUTS. KEYHOLE WASHERS AND KNURLED STUDS. SPACING AS INDICATED ON THIS DRAWING. ANCHORS SHALL PROVIDE A MINIMUM EMBEDMENT INTO THE W000. MASONRY. BRICK AND /OR CONCRETE. REFER TO ANCHOR SCHDULE FOR MINIMUM ENBEDMENT. ANCHOR LENGTH MAY VARY TO ACHIVE THE PROPER EMBEDMENT. ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4 STEEL LAOS OR L.QRCER WITH 1" MIN. PENETRATION, 7/4 -20 BRASS W000 BUSH/NOS OR OTHER DADE COUNTY APPROVED ANCHORS. ALTERNATIVE ANCHORS AND CONDITIONS ON SHEET NO. •S 2 -5 EACH UN /T SHALL BEAR A PERMANENT LABEL SHOWING " WEA THER WALL A DIVISION OF METAL TECH• INC. HIALEAH. FL " DADE COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR TENANT LO CATEO IN EACH HEADER OR ONE PANEL OF EACH OPEN ING, STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING - STRAPS ARE PROPERLY INSTALLED " OURING WINO vELOC/T/ES EXCEEDING 75 M.P.N. PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION ANO DAMAGE AT ALL TIME. DESIGN PRESSURE RATING: 4-9 7.4 psf. -9 7.4 psf §s, \ CWSOUR, PE B - - 00 , 0'6024 PfTdIS ETIGItt0E2UiG, P1C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 4_ 19 By nU44 PRODUCT CONTROL DIVISION o BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO -01 0 6 .060 l REVISIONS 01 /15/95 04/20/95 a Br SP SP oblin SEP /JAB .+r 08/05/91 SHOWN 94012 .m 1 rj .m,