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95 NE 95 St (9)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date S -) 0 -2OOD Job Address q5 N. E. C? 5 * • Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 1 ( 1644, j < Owner's Address Contracting Co. 3-e OD A) S T R U CST l b) Address 31555 TY.624 CT 306) 1. 4/ i Asti 1 Qualifier b R G E. eD,. 2; e V E Z SS# Phone 305- 891-94 State # 022 7'.2 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVII0NG1 FENCE SIGN G` WORK DESCRIPTION lV I 4) V M �J.01) M �) / / 1'7" ) Y 024 e{rk) 1=., paA)E1 s cip.e,o7tioc, Square Ft. 1 10 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 th all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to d.4 e work stated. e of owner and/or Condo President Si o Owner and/or Condo President My Co I' ssion Expires: o w Douglas W Romanik * *My Commission CC784898 \ no Expires August 24, 2002 APPROVED: Zoning Mechanical FEES: PERMIT SD RADON Building e Date Date itly5(46 Master Permit # Phone C-12 Estimated Cost (value) qt� 973t7 ture of Con ctor or Owner -B Notary as to Contractor orblw w Arsii r ii My Commission Expires: ' �yttry� ,t' C.C.F. i 6C NOTARY -,O - BOND Electrical Plumbing Structural Engineer e -l4 -0 , 14 ,Ve, Tl a DEBORAH JEANNE ROSSITER MY COMMISSION # CC 584190 EXPIRES: December 10, 2000 Bonded lbw Notary Pub6C Underwriters TOTAL DUE , SO Date \ Florida Storm Panels 14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under number 99- 0726.01 (Previous number 96- 0304.1). This letter authorizes - at).5- ' uaria.,) to use our .060 Aluminum panels under number 99- 0726.01 to be used at the following job: Sincerely, Victor V. Cruz President or Enrique Revilla Vice - President 1. 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. .1I. M 1 -DA.DE Approved :08/26/1999 - L/e/LtIri ya. PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. ' 14475 N.W. 26th Avenue Opa J,ocka FL 33054 Your application for Product Approval of: 0.060" Alruuitruut Storm Pagel Shhriller under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami- laade County Building Code Compliance Office (BCCO) under the conditions specified herein, This approval shall not be valid after the expiration date stated below, BCCO reserves the right to seC4tre this: product or•rnaterial 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, BCCO may revoke, modify, or suspep, the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined BCCO 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.: 99-0726.'01 Expires :08 /26/2002 ` Raub Rodrigu (/ , "'" °' Chief Product Control Ply* TIIIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERA CONDITIONS BUILDING CODE & PRODUCT REVIEW COIYIMITTE This application for Product Approvgl has been reviewed by the BCCO and approved by the I3tlilding Co and Product Review Committee to be used in Dade County, Florida under the conditions set forth above lulernel mull uddress: puslmossur ©Imildingcodedialne.cgm MIAMI -DADE COUNTY, FLORIDA • METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE QEFIC(. METRO -DADE FLAGLER RUILpINq 140 WEST FLAGLER STREET, SUIT13 1603 MIAMI, Ft -QRIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION • '? (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION :'• :'r (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL. P YISIQN, (305) 375-2902 FAX ( • • I of 3 Miami -Pade CoLIntY Building Code Cohipliancc`Oflice OA' 7, > ,: Ilgmepuge: htt h'1YIY.loolld , co m ,7n i Florida Storm Panels, Inc. • , 5. LABELING ACCEPTANCE NQ. ; APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • 1. SCOPE This approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code; 1994 Edition for Mianii7 Dade County, for the locations where the pressure requirements, as determined by SFBC•Chapter 23, do not exceed the Design Pressure Rating values indicated in the.approved drawings,' 2. PRODUCT DESCRIPTION This aluminur;;i storm panel shutter and its components shalt be constructed in strict compliance with . the following documents: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ",prepared by Knezevich & Associates, Inc., signed and sealed by V, J. Knezeyich, P,E.,' dated July ; 19,1999,' last revision #2 dated August 5, 1999, sheets 1 through 4 of 4, bearing the Miami -Dade 'Count' Product Control Approval stamp with the Notice of Acceptance number, and approval date by _the` Miami -Dade County Product Control Division, These documents shall hereinafter be referredao' aS' the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones,- metal shields, headers and sills, must be protected against corrosion, contamination and damage 01,, all tines. 4. INSTALLATION •This aluminum stone panel shutter and its components shall be installed in strict corpliance1Wit the approved drawings. ': • Each panel shall bear a permanent label with the panufacturer's name or logo, city, state rind the following statement: "Miami -Dade County Product 'Control Approved ", t. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building perinit shall be accompanied by copies of the following; 6.1.1 This Notice of Acceptance. . . 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of {his Nolicc'of Acceptance, clearly marked - to show the components selected for the proposed,.;. installation. • 6.1.3 Any othtIr documents required by the Building Official or the South Florida Buildin Code (SFBC) in order to properly evaluate the installation of this system, 99- 0726,01 AUG 2 6 1999 Ak 2 .6 2002 a . hclmy A, akar, P;1:, -Product Co I✓xaniiner Product Control Division 2of3 ►.;;,,. . , Florida Storm Panels, Inc. • ACCEPTANCE No, ; APPROVED EXPIRES NOTICE 01? ACCEPTANCE: STANDARD CONDITIONS -- Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and ;l original submitted documents, including test - supporting data, engineering documents, are no Plder 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: "Miami -Dade County Product Control Approved ", nr as speci fcglly stated :in 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, e. If the Acceptance holder has not complied with tall the requirements of this acceptance, correct installation of the product. . . d. The engineer, who originally prepared, signed and sealed the required documentatioij � submitted, is no longer practicing the engineering profession.:�� Any revision or change in the materials, use, and/or manufacture of the product or process shall t aut o rna t ically`,' 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 oldie following shall also be•grounds for.removai of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, adYertising Qr,.all purposes. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, rlorida,'and foll9lyed.q the.; expiration date may be displaed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done.tn its entirety. 7. A copy of this Acceptance as well as approved drawings and other' documents, where it '`$ililli be provided to the•iiser by the manufacturer or its distributors aiid shall be available for inspecltptl t)t,the job; it4i', at all time. The engineer needs not reseal the copies, 8. Failure to comply with any section\ of this Acceptance shall be cause for terminition and..rcin0 Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE 3 of 3 99- 0726.01 AUG 2 6;1999 ':,AUG 2 G 2002 ;: otllcj A ars/ al 44 I-le my A. ' kar, P,E, - Product Cpptro 06i Product Control Division to i25" .0 08 /05 /99 12:27 "F" TRACK SCALE : HALF SIZE .085 1/4" MAX. O WINGNUT S CALE : HALF SIZE W 7 < H W Z U W 0 W 0 W W 0 Z Z Z < < 0. 0. o L X ¢ < 4 of 1- to ¢ ¢ 0 w W LL > N 15 1 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 5.00" 1.50" I PRODUCT MARKING ■ I OCATION� A 1.50" 12.50" COVERAGE 14.50" O STORM PANEL SCALE : 3" = 1' -0" SECTION 11.00 WIDTH UNLIMITED (PERP. TO PANEL SPAN) USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD •FAAMANLi 5.00" 3.500" PRODUCT MARKING (OPTIONAL LOCATION) 16 GAGE GALV. STEEL GRADE 50 J OPTIONAL LEG DIRECTION r STANDARD CHANNEL SCALE : HALF SIZE �6 -1/4" (TYP) 0 11E1 E1 TOP MOUNT / -2 3 O PLAN VIEW 0 0 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 6 - 1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS Cal 6 -1/4" O.C. ■n� 75' 1.00" OVERLAP FASTENERS TYP. (SEE NOTE n 8) (51 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: 1 "x 2" MIN. TO 2" x 5" MAX. FASTENER (81 12" 0.C. FOR DESIGN LOADS LESS THAN cDR,F.CLUAL .T.G 4AQ.P.SF .AIIC '8" O't.'?OR'OESIGN L'O'ADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h' HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION 11 SOFFIT CHANNEL SCALE : HALF SIZE r 14 GAGE GALV. STEEL 5.00" MAX. g CLOSURE SCALE : 3" = 1' -0" w - = 7 H to 0 Z Uw N J J J ZZ 2 < < a s EX Q < 0 VI 0: w N LL 75' 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS Cdl 12 -1/2" O.C.ITYP) 1/4" MAX. 1/4" MAX. 6 -1 /4" (TYP) I 0 11/32 "o SCALE : HALF SI -E WIDTH UNL4'ITED EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW • SCALE: 1 -1/2" = t• -0• 062" 050 ,250' 1I, 1613" J t --- 1.987" 1" 4 01 ( o .o - ^ 5 /8"m .938" GALV. STEEL GRADE i0 OR ALUM. t = MIN. .095" KEYHOLE WASHER (PERP. TO PANEL SPAN) 0 r- 0 P r i 0 0 r m 14 STEEL TUBE SCALE : 3" = 1' -0" TOP MOUNT 00 OR DIRECT MOUNT ail 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM ROM GLASS 15 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 3. AND PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT 00 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS CR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (a o -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1 /4" O.C. - OUSE 1 x t x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS aTIONS (TYP ) X16 GA. 2.000" .062" W O Ilir 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 .125" 6063 -T6 ALUMINUM I ' 5" MAX. 0 0 ANGLE y SCALE : 3" = 1' -0" 16 GAGE GALV. STEEL 2 ". 3 ". 4" OR 5" ANGLE STUDDED ANGLE SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH',FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOAOS. 3. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY. 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS. INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KS). 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 1 • 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS )12 -1/2" O.C.). AT MIOSPAN TO A r x t - .16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION ®OR t®1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" O.C.), AT MIDSPAN W/ 1/4 -20 x r MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACXNUTS (SEE TYPICAL ELEVATtONS6OR'®1. FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 ANO No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL 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 ". 2" MIN. 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 8VILDIHG CODE 1995 DAT BY f•6.� rl W PRODUCT CO OL DIV.:. ON BUILD :NG CCLIE COMPLANCE OFFICE ACCEPTANCE NC q - FASTENER (8)12 O.C. FOR OESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOAOS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW FRAMING o � 1 1.50" , ANGLE it-093" TYP. 1/4" S.S. STUD Cm 6 -1/4" O.C. .093" TYP. SCALE : 3" = 1' -0" EWA Dill ZZ Q2 �cc O oh do N 0 N AC AS NOTED d•sign by V 1K n 3 d re 0 7/19/99 V.J. KNEjrs 4 G P IN P.OF�E•SIO AL S, GINEEA FL Lic n e No: I 0 0983 19 (drawn by MC rchackod bye t VJKJ 99 -230 J sheet 1 or 4 V.J. KN ' a H PROFESSIO - GINEER FL Lic - - e No: PE • • 0983 07/19/99 scale drawn by AS NOTED MC design by r checl.•d by wilt VJK drawing no. 99 -230 sheet 2 of 4 SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR x4 "x .125" OR 2"x 4"x .125" AL. TUBE OR 2" x 6" P.T. WOOD W/ 1/4 "0 LAG SCREWS Cd) 12 O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE 08 /05 /99 12: 37 SCALE : 3" = V-0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' Q7 CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT SECTION A SCALE 3" = 1' -0" jCONT. 2 - 1/4"0 x 4 -1/2" S.S. LAG SCREW (al 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 0 2 J PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO * 72 PSF. WALL MOUNT SECTION (BOTTOM) 1/4 -20 MACHINE BOLT 8 WINGNUT Cat 6 - 1/4" O.C. 1/4" MAX. N14 S.M.S. CE) 10" O.C. L 1/4 -20 MACHINE BOLT & WINGNUT Cal 6 -1/ O.C. SEE MIN. L SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR O7 CONT. EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE —.- (TYP.) 0 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' ,EQUAL W/ i!4LI 11 1111 1,. EQUAL /1.1 G D/T AMW EXISTING CONCRETE HOLLOW BLOCK OR JO FRAMING 1/4 -20 MACHINE BOLT 8 WINGNUT Cat 6 -1/4" O.C. 1/4" MAX SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' B O CEILING /INSIDE MOUNT SECTION SCALE .3" = - REMOVABLE FASTENER CM 6 -1/4" 0.C. MAX., BUT DO NOT EXCrEL SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1' USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER (DIRECT MOUNT) WALL MOUNT SECTION i� , op l Or `7/L "0 ELCO MALE WITH WASHEREO WINGNUT A C m 6 -1/4 0.C. MAX., BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1'. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EMBED (TYP.1 7 /-7 f 7/— : 1 21 GLASS SCHEDULE (TABLE 2) 1/2" ■ GLASS OR DOOR OR1 "x4"x.12S" AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1. SEE MIN. SEPARATION FROM F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' SCALE : 3" = 0 NOTE.: USE.DF THIS RETAIL. .LIMITED T.D ±77_ PSF OPTIONAL LEG DIRECTION — 1/4 -20 MACHINE BOLT & WINGNUT Cal 12" 0.C. TYP. TOP & BOTTOM Q2 0R Q3 Z1 /2" LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1 • \ 10" 1/4 -20 MACHINE BOLT 8 WINGNUT Cal 6 -1/4 O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO x-72 PSF BUILD -OUT MOUNT SECTION THREE 1/4"0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER CB 24" 0.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER #12 SMS BETWEEN TRUSSES Cal 10" 0.C. MAX. 1/4" MAX. --- APPROVED AS COMPLYING SOUTH FLORIDA 8p LDWG CODE THE DAT BY i PRODUCI CONTTFJ;. DIV`S ON BUIIDHIG CODE g C�OMPI:ANCE OFFICE ACCEPTANCE i3O. - 1/4" MAX. zz 1d c 0 N lf') r of rid j p C° Z <C2 -2,9u_ w Q J .o � W zo crZ I-0139) it T CL CD LL O M L a v ul Z 0 0 i a a. V.J. KNEZ H PROFESSION - GINEER FL Lic= e No PE ' • 0983 1 � . t5 ;II 07/19/99 drawn by Mc design by chec ed by VJK VJK drawing no. 99 -230 sheet 3 of 4 MIN. SEPARATION FROM GLASS SCHEDULE • POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE - (INCHES) SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN • BOLTS ALL CONDITIONS 40.0 3' -0 " 2 -1/4 3 1 -1/4 4' -0 " 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6 " -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1-1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7-0" 2 -1/4 3 1 -3/4 8' -5 " 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6" -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 70.0 3• -0 " 2 -1/4 3 1 -5/8 4 " -0 "• 2 -1/4 3 1 -1/4 5' -0"" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -O" 2 -1/4 3 2 7' -9" 2 -1/2 3 2 -1/2 08 /05/99 12:32 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING BUILD —OUT MOUNT SECTION SCALE 3 • = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REO'O FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 0 L7 0 WIRE LATH MAY 8E USED AS TYPICAL REINFORCEMENT OVER LEG OF ' TRACK I^ ' E EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' L1/4 -20 MACHINE BOLT & WINGNUT 6 -1/4•' O.C. O d oppAm . t � • a iiii l 4%WM%W - 1 1, ' EMBED • ITYP) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING CONNECTION' TYPE 1' SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 2) �Hl \ \Vl \111V1i AK■, SCALE 3•' = 1' -0•' 1/4 -20 MACHINE BOLT & NUT 00 12" O.C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT b WINGNUT (A 6 -1/4 0.C. /2 ALUM. OR GALV. STEEL SPACERS AS REQ•0 Q FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1 • • I4L.L F °..Td3ACK- CONIgECT,dON TO NEW STRUCTURE DETAIL EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE 3•' = 1' - 0'• FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 ' SCALE : 3" = 1' -0•' 1/4 -20 MACHINE BOLT b WINGNUT (A 6 -1/4" 0.C. NEW STRUCTURE DETAIL "P' TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT (al 6 -1/4" 0.C. 0 v IN 5/8" STUCCO - La 0 vl ( EMBED 1 I FINISH (LEG MAY - wl0 BE REVERSED) Q a �-- I WIRE LATH MAY d d BE USED AS TYPICAL X REINFORCEMENT OVER "T OF LEG OF "F" TRACK F '^ "F" TRACK CONNECTION TO d 1/ 4" :/4 POWERS CALK -IN '.J/ 7/8" MIN. EMBED. 3/4" I I`� IN CONC. (al 3" O.C. OR 1/4 POWERS STEEL DROP -IN W/ 1' MIN. ' EMBED. IN CONCRETE rd 3 0.C. 13 -1/2" 12 -1/2' 6 -1/4•• 6 -1/6' 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION! A) SCALE : N.T.S. OPTIONAL HANDLE LOCATION 8" x 3" x 1/4" x 1' - 1 -1/3" ALUMNUM ANGLE EQ.� T A B L E 2 8" x 3" - 1/4 x 1' - 1 -1/2" ALUMNJM ANGLE :/4 -20 STUD W/ NUT PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A ANO FASTEN WINGNUTS FROM THE INSIDE. IMAY INTERIOR FASTENING BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY t'•:'lL"EV1' IT-11g IZLP KA 'ILM .4. 2Mtii- 0.1020.42U21:.: FSME - L MIES1•11145 . O STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2 = 1• -0" EQ. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE 0 1-1/2" x 1 -1/2" AL. STUO ANGLE ANGLE (? MAY VARY • 1/4 -20 S.S. BOLTS b WINGNUTS CA MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. ITYP) O ALT. CORNER DETAIL SCALE : 3•• = 1• -0" APPROVED AS COMPLYING WITH TN SOUTH FLORI►. BUi DING CODE DAT' Dt PRODUCT wlfTROL DIVISION O BUdi.DiNG CODE COMPLIANCE 0. r.CEE ACCEPTANCE NO clCi U ii.(5-01 a n z 0 z 0 a FASTENER ' ANCHOR SCHEDULE DESIGN LOADS AND SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS dr•winq no. 99 -230 1 ANCHOR TYPE 4, LOAD (W) PSF MAX. (SEE NOTE 1) 1. n1Rr 3»t LANCE •'. SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE1) SPANS UP TO 8' -S" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 2 3 4 8 11 11 11 11 11 11 11 11 7 g `\11111111D' 62 11 11 11 11 11 9 11 8 5 1/4 - 0 WOOD LAG W/ 1 - MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOCD GRAIN 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 12.5 W/ BOLT W/ 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 � 1411 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 5/16 O.D. BRASS WCOD BUSHING 1/4 - 20 SIDEWALK (3/4"0 HEAD) 1" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6 6 6.25% 4 92 6.25 6.25 6.25 6.25 3 5 6.25% 4 230 6.25 12.5 4 6.25 4 6.25 4 V.J. KNEZEV PROFESSIONAL r NEER FL Lice • No: PE O'• '• 983 I ii eifTel r dr.vn by t M[ design by )(chocked b VJK I V PK dr•winq no. 99 -230 sheet 4 of 1. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) PSF MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP T • 5' -3" (SEE NOTE 1) SPANS UP T o 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 110.0 5 - 7 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 :■ 11111111111111111111111111111HN> 1 /4 ITW TAPCON W/ 1 - 1/2" MIN. EMBEDMENT 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 mml_smm,,,,,m. ' i]aunmemum. 1/4 - 0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 3/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12 5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 4 12.5 11 10 12.5 4 7 10 3 5 230 10 4 10 / 4 10 oir 4 10 3 5 10 3 5 10 3 5 * tilt j 1/4 "0 POWERS CALK W/ 7/8" EMBEDMENT S 1/4 - 20 STAINLESS STEEL MACHINE-SCREW I - IN 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 12.5 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 12.5 12.5 9 9 12.5 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 • 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 0 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4"0 ZAMAC W/ 1 EMBEDMENT POWERS NAIL - IN - 1/8" MIN. 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 :111111111111111111111111111111111111W 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 48 12.5 12.5 10 12.5 7 9 4 12.512.512.512.512.5 11 12 5 7 62 12 12.5 8 12 5 7/ 3 12.5 12.5 12 12.5 9 8 9 3 5 72 12.5 12.5 7 10 4 6.25 3 12.5 12.5 10 12.5 5 7 8 4 92 11 7 5 8 41/ 3 6. 15� 3 1 8 8 25 10 3 5 7 4 230 6.251 3 6.25E 3 OM 3 7 , 7 ra 4 7 4 immaniuumnim . ' g111\1m.. 1/4 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 4 12.5 11 10 12.5 4 7 10 3 5 230 10 / 4 10 4 10 4 10 3 5 10 3 5 10 3 5 t III � I 1/4 POWERS CALK W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW - IN 48 12.5 12.5 12.5 12.5 12.5 10 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 4 12 5 12.5 12.5 12.5 12.5 11 12.5 4 7 72 12.5 12.5 9 12.5 6 6 9 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 4 12.5 12 11 12.5 4 8 11 3 6 230 9 4 9 4 9 a 4 11 3 6 11 3 6 11 3 6 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 62 6.256.256.256.256.256.25 % 5 6.256.256.256.256.256.256.25 3 6 o J 1/4"0 ZAMAC W/ 1 EMBEDMENT POWERS NAIL - IN - 1/8" MIN. 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.25 5 72 6.25 6.25 6.25 6.25 3 5 6.25 4 6.25 6.25 6.25 6.25 3 6 6.25 5 230 6.25 ' 4 6.2S ' 4 6.25x 4 6.25' 5 6.25 ' 5 6.25x 5 •, no ins /no 1 �• i"( ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER 3M9090 . EYff 3'tM•: XISZ . Bs" a Edit , THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL E;E LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE 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. 9- 1///'I DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH1FLORIDA,BU(LDU4G CODE DAT BY PRODUCT COiROL DIV :S:0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11 1b -o1 m > 0 7.3 .a . t ▪ 0 O 0 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS (al 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (1 6 -1/4" 0.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP 8, BOTTOM MOUNTS. SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (7a 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" 0.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 - 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9 7 - 80.0 7 -3 7 -3 90.0 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 - 2 5 - 130.0 4 - 9 5 - 8 140.0 4 - 5 5 -6 150.0 4 -1 5 -3 160.0 3 - 10 5 - 170.0 3 - 7 4 - 11 180.0 3 - 5 4 - 10 190.0 3 - 3 4 - 8 200.0 3 - 1 - 4 - 210.0 2 - 11 4 - 5 220.0 2 - 9 4 - 230.0 2 - 8 4 - 3 •, no ins /no 1 �• i"( ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER 3M9090 . EYff 3'tM•: XISZ . Bs" a Edit , THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL E;E LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE 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. 9- 1///'I DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH1FLORIDA,BU(LDU4G CODE DAT BY PRODUCT COiROL DIV :S:0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11 1b -o1 m > 0 7.3 .a . t ▪ 0 O 0 IA∎v11 -DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 2805 N.E. 185 St. Miami The expense of such testing will be incurred by the manufacturer. Acccpti,l:cc N..:99- 1227.05 Expires:01 /16/2003 Approved: 02 /11/2000 FL 33163 Internet n/1111 rlrlrIr.4V• nnefmn.I. -/ l,,, :1.1 { ...... 1: .... .. ({.rail I. MIAMI -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 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION pp (305) 375-2902 FAX (305) 372 -6339 Series PA- 16Aluminum Horizontal Sliding IVindow ul.der Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division ThiS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This yplication for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. lzkm •rancisco Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance 011ie( 13innings Pan American ACCEPTANCE No.: 99-1227.05 APPROVED EXPIRES : January 16, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE, 1.1 This renews the Notice of Acceptance No. 96- 1120.01 which was issued on January 16, 1997. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA -16 Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No PA- 16PCS, revision A dated 1/15/00, titled "PA -16 XO /OX Assembly Drawing" Sheets 1 through 10 of 10 dated 6/5/95, signed and sealed by Wm. M. Meyers, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. IIIVIITATIONS 3 This approval applies to single unit applications only, as shown in approved drawings. 3:2 For Design Pressure Rating vs. Window Size, sec Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properiy evaluate the installation of this system. atti Manuel er ; P.E. Product Con xaminer Produc ontrol Division • 2of3 . FEB 11 ZOQO 3innines Pan American ACCEPTANCE No.: 99-1227.05 APPROVED : FEB 1 1 2000 EXPIRES : January 16, 2003 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 documentation, 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: "Miami -Dade County Product Control Approved ", 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 : evision 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: ::) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed iy 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 Notice of Acceptance consists of pages I, 2 and this la Manue P ez, P.E. Product Contro E amincr Product , 4 ' l'Division END OF THIS ACCEPTANCE 3 of 3 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3 - I 0- 20 Address q5 N . E-. � , 5 S T. Tax Folio Legal Description Historically Designated: Yes No >< Owner/Lessee / Tenant it / per,,i1 Master Permit # 73 68 Owner's Address Contracting Co. 3 — O b e p. Address ` 5 5 tK A aT - Qualifier -TO (Z &E 2 0 J G-Z1 L Z ss# Phone 305 W l State # CG'a- 022762 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle on a : BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION P I Aaa 1,0)10 O a, S . ( J 1 1 ) Square Ft. Estimated Cost (value) 1 5 �j C.) 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 an that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor t... the work stated. ■./AA . and/or Condo President si:i `otary as (, My Co p ssion Expires: Owner and/or • I do President FEES: PERMIT g 0 RADON Date * li e Douglas W Romanik * *My Commission CC784898 %w Expires August 24, 2002 APPROVED: Zoning Building Mechanical Plumbing Structural Engineer 00 C.C.F. NOTARY a BOND fpo Phone ture of, on • actor or • -B der otary as to Contractor or Owner - Builder My Commission Expires: Electrical �� s_ DEBORAH 8 MY COMMISSION N CC 584190 * EXPIRES: December 10, 2000 ' "1-, o ; 0."••' Bonded Thru Nobly Public Undenvdt&s O TOTAL DUE -�- -00 . . ' r METRO - MBE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Binnings Pan American 2805 N.E. 185 St. Miami FL 33163 Your application for Product Approval of: Series PA - 14 Aluminum Single Hung Window 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. PA 14DC - 01, Sheets 1 thru 8 of 8. 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- 1027.09 (Revises No.: 96- 0220.01) Expires:07 /09/01 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: 07/09/98 Internet mail address: postmaster <§buiidingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonilne.com Binninas Pan American ACCEPTANCE No.: 97- 1027.09 2 APPROVED : JUL 0 9 1998 EXPIRES JUL 0 9 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 96- 0220.01, which was issued on July 18, 1996. This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. ' PRODUCT DESCRIIPTION 2.1 The Series PA -14 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No PA- 14DC -01, Sheets 1 through 8 of 8, dated 10/22/97, revised on 6/16/98, signed and sealed by Wm. M. Meyers, P.E., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6.1.4 Man - 1 Perez, P.E. Product C Produc Control Division Examiner Binninos Pan American ACCEPTANCE No.: 1. 1. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages i 2 and this last page 3. •SAST1•n'1 1"1.1Rl11TT R,'111 97-1027.09 JUL ii 9 1999 APPROVED EXPIRES JUL 0 S Renewal of this Acceptance ( approva;) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) year. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", 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 automaticai:y be cause for termination of this Acceptance, unless prior %%Tit :en approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shalt also be grounds for removal of this Acceptance; a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance ss an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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. Manuel crez, P.E. Product trol Examiner Produ4C.ortirol Division END OF THIS ACCEPTANCE ennn ∎ r n near e•T• T eT• "T T1TT ne ee•� :nn BUCK HEIGHT DAFLIGIITOPENING GLASS HEIGHT S.4SH OPENING FR4,1•IE O.S.AL VENT FIXED 1 E'NT FIXED 24 9 1/4 9 7/16 10 10 6 3/4 25 25 9 3/4 9 15/16 10 1/2 10 1/2 7 1/1 26 28 11 1/4 11 7/16 12 12 8 3/4 29 30 12 1/4 12 7/16 13 13 9 3/4 31 36 15 1/4 15 7/16 16 16 1 3/4 37 17 3/8 15 15!16 16 1/4 16 5/8 16 5i8 13 3/8 38 3/8 40 17 1/4 17 7/16 18 18 14 3/4 41 44 19 1/4 19 7/16 1 20 20 16 3/4 45 48 21 1/4 21 7/16 1 21 22 18 3/4 49 49 5/8 22 I/16 22 1/4 I 22 3/4 22 3/4 19 1/2 50 5/8 52 23 1/4 23 7/16 + 24 24 20 3/4 53 55 1/2 25 25 3/16 1 25 3/4 25 3/4 22 1/2 56 1/2 57 25 3/4 25 15/16 1 26 1/2 26 1/2 23 1/4 58 (•0 27 1/4 27 7/16 T 28 28 24 3/4 61 62 28 1/4 28 7 /16 1 29 29 25 3/4 63 1;4 28 114 30 21/32 ( 29 31 25 3/4 65 68 28 1/4 34 10/16 35 25 3/4 69 72 28 1/4 3/1 38 5,8 t 22 16 45 3/16 194/7 73 73 3/16 28 1/4 39 27/32 } 29 40 1/8 25 3/4 74 3/16 76 5,8 28 114 43 9/32 j 29 • 43 5/8 25 3/4 77 518 80 22 1/16 52 27/32 0 22 3/4 53 1/4 I'+ 1/2 81 84 28 1/4 5021/7.2 29 ■ 51 25 3/4 85 88 28 114 54 21/32 '` 29 55 25 / -1 89 '4) 28 1/4 56 21/32 } 29 57 25 3/4 91 PA -14 SINGLE HUNG VERTI- SECTION, z O z 4 I t CD Y Z U Z m m F- 2 J Q 0 1" X P.T. W000 BUCK 3/16" DIA. TAPCON 1 1/4" EMBED. MIN. NOTE: THIS CONFIGURATION IS USED FOR TABLE 3 ONLY 1/4" SHIM [ MAX. P.4R1'NO. 2 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 HEM FRAME HEAD FRAME SILL VENT HEAD VENT SILL M EETING RAIL VENT STOP FALSE GRID FRAME (HORIZ.) FALSE NI UNTIN (HORIZON? AL) VENT RELEASE MEETING RAIL W.T.S.P VENT SILL W.S.T.P. GLASS SCREEN FRAME AND VENT SILL SC'RE'! VENT STOP SCREW FOAM PAD SNAP LATCH ROLL FORM GLAZING BEAD IRK" X 3/4" STTEL BAR 1/4" X 5/8" STEEL BAR /MM // 0 OUAN7I1Y l 2 4 AS REQ'D 7 AS REQ'D AS REQ'D 12 2 AS REQ'D AS REQ'D 1 VERTICAL SECTION BILL OF MATERIAL EA7RUSION MACHINING NUMBER NUMBER 14-61 14 -61 -1 14-90 14 -90-1 14-86 14 -86-1 14 -82 14 -82 -1 14 -71 14 -71 -1 14 -70 14-92 14 -88 14 -70-I 14-92-1 14 -88 -1 14 -2024 14-2024 14 -31)57 14 -8003 1 4 - 811 14-2007 14 -8') 14 -89 -1 M4 1 ERIAI. 6063 T -5 6063 T -5 6063 T -5 6063 T -5 (.063 T -5 6063 T -5 6063 T -5 6063 T -5 NYLON NYLON NYLON FIBERGLASS STEEL STEEL POLYU R. 6063 T -5 ALUM STEEL STEEL HI -RISE VENT HEAD Binnings Fi‘ Pan 17 REMARKS OPTIONAL (CAN BE SUBSTITUTED W/ ITEM 418) USED IN CONJUNCTION WITI I ITEM 48 SEE APPROPRIATE TABLES FOR THICKNESS AND PSF #8 X 1" PPHSMS PILOT POINT 48 X 3/4" PTHSM S "B" USE (2) AFTER 37" WIDE OPTIONAL (CAN BE SUBSTITUTED W/ ITEMS 48 $ 9) IN VENT TOP RAIL (APPLIES TO TABLE 3 ONLY) IN FRAME M EETING RAIL (APPLIES TO TABLE 3 ONLY) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Q DATG I.{_ q _a 9I BY PRODUC TROL DIV!SiON BUILDING CCJE COMPLIANCE OFFICE ACCEPTANCE NO.9 '7-1621. O c t Revision.: A- REVISED AS PER DADE COUNTY REQUEST Material: VARIES Drawn Ry: PJS Rw4.d By: PJS Date: 10/22/97 Date: 6/16/98 Drew Class: ASSEMBLY Part Number: I Part Clan: Prod Category: ` S.reyadal: !tern 1 4 S.H. 1 PA -14 • i Drawing Nu,nb.r: PA- 14DC -01 P.O. Box 630038 2805 N.E. 185th Street Miaml, Florida 33163 (305)931 -2350 I Sheet: 1 OF 8 PA -14 SINGLE HUNG VERTICAL ASSEMBLY R.v/.bn Level A HORIZON TAL SECTION BILL OF PART NO. _ ITEM QUANTITY EXTRUSION NUMBER MACHINING NUMBER MATERIAL REMARKS I FRAME JAMB 2 14 -51 I4 -51 -1 6063 T -5 15 1/8 2 VENT JAMB 2 14 -49 14 -49 -1 6063 T -5 21 4 FALSE MUNTIN (VERT.) AS REQ'D 14 -88 14 -88 -1 6063 T -5 USED IN CONJUNCTION WITH ITEM #3 5 VENT BOTTOM GUIDE 2 14 -5018 28 NYLON 24 4/8 6 VENT TOP GUIDE 2 14 -5015 29 NYLON 7 GLASS 2 27 27 9/16 31 32 8 VENT JAMB WEATHER STRIP 2 08- -2010 29 29 9/16 33 9 VENT HEAD ASSEMBLY SCREW . 2 14 -8003 33 STEEL #8 X I" PPHSMS PILOT POINT 10 (MEETING ASSEMBLY SCREW 2 14 -8002 36 4/8 NYLON #8 X 3/4" PTHSMS "B" 11 ROLL FORM GLAZ'G BEAD 4 MB- 059 -(065) 40 1/2 ALUM. OPTIONAL (CAN BE SUBSTITUTED WITH ITEMS #3 & 4) 12 BLOCK & TACKLE BALANCE 2 48 VARIES 44 4/8 13 DUST PLUG 2 14 -2008 50 NYLON — BUCK 1VIDTH DAYLIGHT OPENING GLASS WIDTH .SASH OPENING FRAME 0.£M. VENT FIXED VENT FIXED 18 1/8 14 5/8 14 5/8 15 1/8 15 1/8 15 11/16 19 1/8 24 20 1/2 20 4/8 21 21 21 9/16 25 25 1/2 22 22 221/2 221/2 23 1/16 261/2 28 24 4/8 24 4/8 25 25 25 9/16 29 30 26 4/8 26 4/8 27 27 27 9/16 31 32 28 1/2 28 4/S 29 29 29 9/16 33 36 32 1/2 32 4/8 33 33 33 9/16 37 40 36 1/2 36 4/8 37 37 37 9/16 41 44 40 1/2 40 4/8 41 41 41 9/16 45 48 44 1/2 44 4/8 45 45 45 9/16 49 50 46 1/2 46 4/8 47 47 47 9/16 51 52 1/8 ' 48 5/8 48 5/8 49 1/8 49 1/8 49 11/16 53 1/8 0 0 0 0 1110 / / / / /l r ll// /1111► _ .ass�� -i r Tv 41 \ \ 1 \ 1111111 \ 1111 \ 111 \ \ 11' , \ 1 \ \ v - i 1.900 F' 4" GLASS BITE TYP. BUCK DIMENSION GLASS WIDTH DAYLIGHT OPENING FRAME O.S.M. INGLE HUNG HORIZONTAL SECTION 1/4" SHIM SPirE MAX. Revision.: A- REVISED AS PER DADE COUNTY REQUEST Material: VARIES Drawn By: PJS Ravte.d By: PJS Date: 10/22/97 Data: 6/16/98 Binnings FA Pan rAmerican Draw Claw.: 'Part Clara: ASSEMBLY Part Number: Prod Category: I Series/Model: I Item: S.H. PA -14 Drams Nu,nb.r: PA- 14DC -02 APHO`rED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT IA L 9 g qb Pi ODUC .0ROL DiV:S,OPI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q/ - 1027.Oq • /67 I- P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 'Shoat 2 OF 8 PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY Rovtrton Level A VENT CONSTRUCTION Port Name Material Construction Details Vent Elead 6063 T -5 Alum. Butt Joining Vent Sill 6064 T -5 Alum. Butt Joining Vent Jambs • 6065 T -5 Alum. Butt Joining Corner Steel #I0 x 1" phphpp FRAME CONSTRUCTION Part Name Material Construction Details Head 6063 T -5 Alum. Butt Joining Sill 6064 T -5 Alum. Butt Joining Jambs 6065 T -5 Alum. Butt Joining Corner Steel - #10 x 1" phphpp J1'EA THER - STRIPPING Quantity I) Location 2 Woolpile Vent Jamb 1 Flap Vinyl Sill 1 Flap Vinyl Meeting Rail 2 `, Dust Plug M eeting Rail GLAZING MATERIAL Material Manufacturer Silicone DOW Glazing Bead BinninL5 Pan -Am False Muntin Frame Binnim Pan -Am Glass 2 HARDWARE Uesciption Location 2 Snap Latch Vent Sill 2 Balances Vent Jamb 2 Vent Release Clip Frame Jamb 2 Vent Stop Frame Jamb GLAZING METHOD , 1. Snap -in Glazing Bead 2. False NI unt in Grid System 6" TYP. 1 16 1/2" O.C. MAX. 6" TYP. 52 1/8" BUCK DIM. 1 53 1/8" FRAME O.S.M. Rnu4ton,: A- REVISED AS PER DADE COUNTY REQUEST Motartak• Drown By: PJS Ravtaad By: 16 1/2" O.C. MAX. VARIES PJS Data: 10/22/97 Data: 6/16/98 6" TYP. 6" TYP. f Binnings FA Pan rAmerican ow Clam: Part Number: 90" FRAME O.S.M. 89" BUCK DIM. Part Clara: NOTE: 1) Maximum spacing for fasteners from the corners is 6" 2) Maximum spacing for fasteners O.C. is 16 1/2" 3) Quantities at above represent minimum number of fasteners. Additional fasteners is acceptable. 4) Window widths and window heights on charts above are for fastener analysis. Check with manufacturer for availabilty of product. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . L ' 9 90 BY PROOUC C TOOL DIV:S.ON (J BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. /Qe aq P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Prod Category: 1Sortie/Yodel: t!tern: tSheet: PA -14 SINGLE HUNG CONSTRUCTION i Drow(ne Number: Ravtaton Lunt / PA- 140C -03 , A / TABLE # • GLASS TYPE RIENFORCEI1ENT SEE DRAWING #'s 1 3/16" ANNEALED NONE _ PA- 14DC -04 2 3/16" TEMPERED NONE PA- I4DC -05 3 . 3/16" TEMPERED STEEL PA- I4DC -06 4 DSB 1/8" TEMPERED NONE PA- 14DC -07 5 DSB 1/8" ANNEALED NONE PA- 14DC -08 6 SSB 3/32" ANNEALED NONE PA- 14DC -08 Window Width Window Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 76.625 80.000 84.000 88.000 90.000 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.58 66.96 44.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.52 65.03 61.89 60.43 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.70 65.39 62.43 59.26 56.39 55.06 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 66.95 65.78 62.61 59.78 56.74 53.99 52.72 50 44 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.14 64.05 62.93 59.90 57.19 54.28 51.66 54.625 69.33 69.33 ' 69.33 69.33 69.33 69.33 69.3.3 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.17 67.98 66.91 64.84 60.95 59.89 57.00 54.42 51.66 49.16 48.00 Comparative Analysis(Negative Loads) Table I B PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis with 3/16" Annealed Glass Non -- Structural Test Report: AT L#0514.01-98 Structural Test Report MTL #16029 Window Width W indow Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55,500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 76.625 80.000 84.000 88.000 90.000 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 -1 20.00 - 120.00 - 120.00 - 120.00 - 120.00 -1 20.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -1 20.00 - 120.00 - 120.00 - 120.00 -114.41 -93.74 -97.87 -90.75 -87.57 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 103.09 -116.09 - 106.78 -87.49 -91.35 -84.71 - 81.74 28.000 - 120.00 - 120.00 -1 -20.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.79 -92.79 - 104.49 -96.11 -78.74 -82.22 -76.24 -73.56 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120 00 - 120.00 - 120.00 - 120.00 - 110.91 -85.92 -96.75 -88.99 -72.91 -76.13 -70.59 -68.12 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.59 - 103.27 -79.99 -90.08 -82.86 -67.89 -70.88 -65.73 -63.42 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.85 - 113.43 -109.52 - 102.46 -90.75 -70.30 -79.17 -72.82 -59.66 -62.29 -57.76 -55.74 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -118.03 -110.01 - 106.90 - 101.17 -97.69 -91.39 -80.95 -62.70 -70.61 -64.95 -53.22 -55.56 -51.52 -49.72 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.47 - 112.94 -110.65 -1 06.52 -99.28 - 96.47 -91.31 -88.16 -82.47 -73.05 -56.59 -63.73 -58.62 -48.03 -50.14 -46.50 -44.87 48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -117.56 -115.67 -112.22 - 106.56 - 100.39 -98.21 -95.32 -90.46 -87.90 -83.19 -80.33 -75.15 -66.56 -51.56 -58.06 -53.41 -43.76 -45.69 -42.37 -40.88 50.000 - 120.00 - 120.00 - 120.00 -118.50 -115.61 - 110.23 - 108.50 - 105.34 - 100.85 -95.11 -92.99 -90.16 -86.52 -84.16 -79.66 -76.91 -71.95 -63.73 -49.37 -55.59 -51.14 -41.90 -43.75 -40.57 -39.15 52.125 - 119.46 - 117.91 - 113.49 - 110.73 - 108.10 - 103.19 - 101.61 -98.71 - 94.60 -89.42 -87.21 -84.40 -81.03 - 79.31 -76.21 -73.58 - 68.84 -60.98 -47.24 -53.19 -48.93 -40.09 -41.86 -38.81 -37.45 54.625 - 110.37 - 108.98 - 1'05.02 - 102.54 - 100.17 -95.75 - 94.32 -91.70 - 86.74 -80.61 -78.51 -75.78 -72.46 -71.26 -69.17 -67.98 -65.51 -58.02 -44.95 -50.62 -46.56 -38.15 -39.83 - 36.94 -35.64 Comparative Analysis(Positive Loads) Table IA PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with 3/16" Annealed Glass Non -- Structural Test Report : #0514.01 -98 Structural Test Report MT L #16029 Revteione: A- REVISED AS PER DADE COUNTY REQUEST Material: Drawn By: PJS Bruited Be: PJS Date: 10/22/97 Data: 6/16/98 �Binnings ID 1 - I fi Draw Claes Par! Claw. I Prod Category: I Sartea/Model• CHART - -- SH PA -14 Par! Number: NOTE: Window widths and window heights on charts below are for comparative analysis. Check with manufacturer for availability of product. I Drawing Number: AP? OVED AS COMFL `f!l G WITH TH SOUTH FLORIDA MELDING CODE DA T ( 19 61.13 BY PRODU NT OL DiV:S;ON BUILDING CODE COMPLIANCE OFFIC! . ACCEPTANCE N0.91- /621. 69 /$ ?S5 6//21, P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 liens: S/ut• o COMP.ANAL. 4 of 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS Revieion Level: PA- 14DC -04 A , Window Width Window He ght(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000 69.33 69.33 69.33 • 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 .69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 .69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 Window Width GLASS TYPE Window He ght(inclies) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.09 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 1 20.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 117.94 - 113.40 - 109.20 - 108.01 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -119.74 -117.52 -114.62 -110.99 - 109.43 - 106.14 -104.06 - 102.06 -98.28 -94.77 -93.78 44.000 48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -116.39 - 120.00 - 113.40 - 120.00 -110.57 - 120.00 - 105.30 -118.58 - 103.60 -114.87 - 109.65 - 104.77 - 102.64 -99.83 -96.25 - 94.90 -92.49 -91.03 -89.35 -86.16 -83.18 -82.34 - 100.51 -96.14 -92.14 -90.60 -88.42 -84.97 -83.65 -81.28 -79.86 -78.58 -76.25 -73.71 -72.99 50.000 -114.75 -113.22 - 108.86 - 106.14 - 103.55 - 98.74 -97.18 - 94.35 -90.33 -86.65 -85.23 -83.25 -80.26 -78.97 -76.63 -75.23 -73.96 -71.71 -69.60 -68.93 52.125 - 107.00 - 105.61 - 101.66 -99.18 -96.82 -92.43 -91.01 -88.42 -84.74 -81.10 -79.11 -76.56 -73.50 -72.39 -70.46 -69.35 -68.36 -66.68 -65.34 -65.00 TABLE#! GLASS TYPE RIENFORCEMIENT SEE DRAINING #'s 3/16 ANNEALED NONE PA- 14DC -04 2 3/16" TEMPERED NONE PA- 14DC -05 3 3/16" TEMPERED STEEL PA- 14DC -06 4 DSB I/8' TEMPERED NONE PA- 14DC -07 5 DSB I/8" ANNEALED NONE PA- 14DC -08 6 SSB 3/32" ANNEALED NONE PA- I4DC -08 Comparative Analysis(Positive Loads) Table 2A PA -14 Single Flung Window Positive Design Loads Based on Comparative Analysis with 3/16" Tempered • Non -- Structural Test Report: ATL #0514.01 -98 Stnictural Test Report ATL 0401.02 -97R Comparative Analysis(Negative Loads) Table 213 PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis with 3/16" Tempered Non -- Structural Test Report: ATL #0514.01 -98 Structural Test Report ATL 0401.02 -97R Rat( atone: A- REVISED AS PER DADE COUNTY REQUEST Material: Dravin By: Re ta.d By: PJS PJS Data: 10/22/97 Data: 6/16/98 � Binnings ID 171 I /A Draw Clare I Part Clara: ategory: s.rt.r/Modat Stwe CHART - -- I P rod C SH PA -14 I /tan" COMP.ANAL. 5 of 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS Part Number: NOTE: Window widths and window hei fits on charts below are for comparative analysis. Check with manufacturer for availabilty of product. APPROVED AS COMPLYING 11'IT'rt THE SOUTH FLORIDA BUILDING CODE DA ' 1931 BY PRODIJC P.OL D!V.S.ON U BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c /- IO27 P4 /r7s //// P.O. P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Oraw/ng Number: I Res/tear' Lavrl.• PA- 14DC -05 Window Width Window He ght(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500' 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 Window Width Window Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.01) - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 25.500 - 120.00 - 120.00 - .120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.60 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -116.64 -115.42 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -1 18.4 6 -1 16.80 -1 13.83 -1 12.04 - 109.96 - 106.04 - 102.38 - 101.34 48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -118.33 -113.40 -1 1 1.51 - 108.83 - 104.5:s - 102.96 - 100.03 -98.29 -96.71 -93.85 -90.72 -89.83 50.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -119.61 -116.12 -1 1 1.18 - 106.64 - 104.90 - 102.46 -98.75 -97.20 -94.32 -92.60 -91.02 -88.26 -85.66 -84.84 52.125 - 120.00 - 120.00 - 1.20.00 - 120.00 -119.17 -113.76 -112.01 - 108.82 - 104.29 -99.82 -97.36 - 94.22 -90.46 -89.09 -86.72 -85.35 -84.13 -82.07 -80.42 -80.00 Comparative Analysis(Positive Loads) • Table 3A PA -14 Single Hung Window Positive De Loads Based on Comparative Analysis with 3/16" Tempered and Meeting Rail Reinforcement • Non -- Structural Test Report; ATL #0514.01 -98 Structural Test Report ATL 0401.03 -97R Comparative Analysis(Negative Loads) Table 3B PA -14 Single Flung Window Negative Design Loads Based on Comparative Analysis with 3/16" Tempered with Meeting Rail Reinforcement Non -- Structural Test Report: ATL #0514.01 -98 Structural Test Report ATL 040I.03 -97R TABLE # 2 3 4 { 6 GLASS TYPE 3/16" ANNEALED' . 3/16" TEMPERED• 3/16" TEMPERED . DSB 1/8" TEMPERED DSB 1/8" ANNEALED SSB 3/32" ANNEALED RIENFORCEMENT NONE NONE STEEL NONE NONE NONE SEE DRAINING #'s PA -14 DC -04 PA -14 DC -03 PA- 14DC -06 PA- 14DC -07 PA- 14DC -08 PA- 14DC -08 Binnings A merican I /A NOTE Window widths and window hei jus on charts below are for comparative analysis. Check with manufacturer for availabilty of product. rs 4//7/P, I Revisions: A- REVISED AS PER DADE COUNTY REQUEST Material: Davin By: PJS R.vte.d By: PJS Date: 10/22/97 Date: 6/16/98 Draw class: I n.: Part Claw CHART I - -- Part Number: I Prod Category: I S�'• P A -14 It CO M P.ANAL. I I Draw(y Number: PA- 140C -07 I APPROVE') AS COMPLYING WITH THE SOUTH FLORIDA BD :LOINS CODE DATE } L1j__ 19 q$ BY P ODUC C iv7, 0 DMZ; ON 6U;LC; G CODE COMPLIANCE OFFICE ACCEPTANCE NO 6 11- ,,Z -•bq P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Sheet: 6 of 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS R.vblon Level: Window Width Window He ght(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000 69.33 69.33 69.33 . 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 _ 60.32 60.00 TABLE # CLASS TYPE RIENFORCEMENT SEE DRAWING #'s 1 3/16" ANNEALED NONE PA- I- 1DC -0.1 2 3/16" TEMPERED NONE PA- I- 1DC -05 3 3/16" TEMPERED STEEL PA- I4DC -06 4 DSI3 1/8" TEMPERED NONE PA- I4IDC -07 5 DSB 1/8" ANNEALED NONE PA- I4DC -08 6 SSI3 3/32" ANNEALED NONE PA- 1.1DC -08 Comparative Analysis(Positive Loads) Table 4A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with DSB 1/8" Tempered Non -- Structural Test Report: AT L40514.01-98 Structural Test Report MTL #16610 Unit A Comparative Analysis(Negative Loads) Table 4B PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis with DSB 1/8" Tempered Non -- Structural Test Report: ATL #0514.01 -98 Structural Test Report MTL #16610 Unit A NOTE: Window widths and window heists on charts below • are for comparative analysis. Check with nvinufacturer for availabilty of product. NVindow �Vidth 18.125 - 120.00 - 120.00 24.000 25.500 28.000 30.000 32.000 36.000 40.000 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 25.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 30.000 - 120.00 - 120.00 - 120.00 - 103.09 -89.53 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 - 100.31 -87.23 - 107.57 -93.21 44.000 48.000 50.000 52.125 - 109.16 -94.50 -88.27 -87.09 - 83.74 -81.65 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -113.40 -97.67 -85.05 -79.66 36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 107.43 -92.78 -81.00 37.375 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -79.70 -75.95 -74.76 40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -119.03 - 105.52 -91.21 -72.58 Window He ght(inches) 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 112.54 -97.01 - 102.06 -88.36 -77.32 -84.35 -73.96 -69.49 48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 107.46 -92.1 1 -80.59 -70.88 -66.65 49.625 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 105.73 -90.40 - 78.96 -69.70 - 65.56 52.000 - 120.00 - 120.00 - 120.00 - 120.00 -68.02 - 64.04 55.50; - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.01 - 103.09 -88.17 -76.79 -99.15 -85.38 - 74.0.1 -65.36 - 61.i‘i 57.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 114.68 -97.55 -84.17 -73.00 -64.35 -60.75 -82.31 -81.24 -78.20 -76.29 -74.48 - 71.10 -70.01 -68.01 -65.18 -62.39 -60.85 -58.89 - 56.54 -55.68 60.000 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 -1 10.94 -94.50 - 81.65 - 54.20 - 120.00 - 120.00 - 120.00 - 120.00 -111.09 - 102.06 -87.23 62.000 - 120.00 - 120.00 - 120.00 - 120.00 -118.33 - 108.58 -92.57 - 115.81 - 106.31 -90.72 -78.51 -80.05 -71.14 -62.52 -58.95 -70.02 -61.43 -57.87 -53.35 Drawn By: PJS Mouthed By: PJS 64.000 - 120.00 - 120.00 - 120.00 - 120.00 -68.73 -60.44 -56.89 68.000 -75.60 -66.27 -58.66 -55.16 -51.29 Revi lore: A- REVISED AS PER DADE COUNrY REQUEST Material Date: 10/22/97 Date: 6/16/98 72.000 - 120.00 - 120.00 - 120.00 -116.64 - 106.73 -98.14 -84.00 -72.90 - 53.54 -50.26 Draw Claee: CHART Part Number: 73.187 - 120.00 - 120.00 - 120.00 - 115.27 - 105.50 -97.03 -83.09 -72.14 -63.34 -56.15 -53.02 -50.00 -63.99 -56.70 -52.58 Binnings ECU A merican I ,M I Part Class: PA -14 SING Prod Category: Serts e/Uod.L• Item: SH I PA -14 COMP.ANAL.I 1 Drowlnp Nurntter: PA- 14DC -07 I APPROVED AS COMPLYING WITH THE SOUTH FLORIDA RUING CODE DAT _ - 9 19 g BY HOOK -' ,TPOL DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 10. -1 . tY / 7,5-s• P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Sleet: 7 of 8 LE HUNG COMPARATIVE ANALYSIS Rwlefon Leve Window Width Window Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 Window Width Window Height(inches) 24.000 25.000 .28.000 30.000 32.000 36.000 37.375 40.000 44.000 48.000 49.625 52.000 55.500 57.0 60.000 62.000 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.n0 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 117.74 - 113.86 - 107.93 - 100.61 -97. -92.53 -59.35 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 109.90 - 106.28 - 100.75 -93.91 - 91.25 -86.37 -83.40 28.000 - 120.00 - 120.00 - 1.20.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 108.80 -98.92 -95.66 -90.68 -84.53 -82.14 -77.75 -75.07 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -111.93 - 100.75 -91.60 -88.58 -83.98 -78.28 -76.07 -72.00 -69.52 32.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -117.23 -112.83 - 104.22 -93.81 -85.29 -82.48 -78.19 -72.89 - 70.83 - 67.04 -64.73 36.000 - 120.00 - 120.00 - 119.89 -112.90 - 107.05 -98.13 -95.80 -91.60 -82.45 -74.97 -72.50 -68.73 -64.07 - 62..56 -58.93 -59.90 Window Width Window Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.30 Window Width Window Height(inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 113.95 - 109.66 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 106.35 - 102.36 28.000 - 120.00 - 120.00 - 120.00 - 117.80 - 109.39 -95.73 -92.13 30.000 - 120.00 - 120.00 - 118.16 - 109.08 - 101.29 - 88.64 -85.31 32.000 - 120.00 - 120.00 - 110.02 - 101.56 -94.31 -82.54 -79.44 36.000 -110.06 - 108.26 -96.69 -89.26 -82.89 - 72.54 -69.82 TABLE # GLASS TYPE RIENFORCEMENT SEE DRAWING #'s 3/16" ANNEALED NONE PA- I4DC -04 2 3/16" TEMPERED NONE PA- 14DC -05 3 3/16" TEMPERED STEEL PA- 14DC -06 4 DSB I /8" TEMPERED NONE PA- I4DC -07 5 DSB 1 /8" ANNEALED NONE PA- I4DC -08 6 SSB 3/32" ANNEALED NONE PA-I4DC-08 Comparative Analysis(Positive Loads) Table 5A PA -14 Single Hung Window Positive Design Loads Based on Comparative Analysis with DSB 1/8" Annealed Non -- Structural Test Report: :ATL #0514.01 -98 Structural Test Report MTL #16610 Unit B Comparative Analysis(Negative Loads) Table 511 PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis with DSB 1/8" Annealed Non -- Structural Test Report: ATL #0514.01 -98 Structural Test Report MTL #16610 Unit B NO/E: Window widths and window heidnts on chats below are for convararive analysis. Check with manufacturer for availabilty ofproduct. Comparative Analysis(Positive Loads) Table 6A PA -l4 Single Hung Window Positive Design Loads Based on Comparative Analysis with SSB 3/32" Annealed Non -- Structural Test Report: Nil TL# 16029 Structural Test Report MTL #16610 Unit C Comparative Analysis(Negative Loads) Table 6B PA -14 Single Hung Window Negative Design Loads Based on Comparative Analysis with SSB 3/32" Annealed Non -- Structural Test Report: MTL#16029 Structural Test Report MTL #16610 Unit C Rev(, one: A- REVISED AS PER DACE COUNTY REQUEST MatertaC Dr iwn ey: PJS Revtaod Dy: PJS Date: 10/22/97 Date: 6/16/98 Draw Clan: I Part Close': CHART - -- Part Number. Iwed cSH o►y 15�r P A -14 I COMP .ANAL.I I Drawtno Number: PA -14DC -081 � Binnings IT I Mk APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE �. _.....9 EY PkODIICT..L.i;TROL DIV:S,O BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE NO. /621. Dq P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Sleet: 8 of 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS Rev4ton Lev.L BILL OF MATERIAL ART VO. IT�1 EXTRUSION NUMBER MACHINING NUMBER MATERIAL QUANTITY REMARKS I FRAME HEAD 1 6-63 16 -63 -1 6 M 5 I 2 FRAME SILL 16-62 1 G -G2- I 6063 T 5 1 3 FRAME JAMB 1 6 - 16 16- 18- I 6063 T-5 I 4 FRAME JAMB I G -20 I G -20- I 6 CM 1 5 VENT SIDE RAIL 16 -39A I G-39- I 6D6M5 I 6 Vcur MPG RAIL 16 -59 16 -59- I 6 GM 1 7 • J FRAME MTG RAIL 16-GO 1 6-60- I 6OGM5 I FRAME MPG RAIL "R "TRACK I: 5eRT 16-61 I G -61- 16 AWM S I 3 VENT HGAD 4 5ILL 16-05 1G-05-1 6 AIMS 2 O ROLLER A55EMBLY 1 6 -60G4 2 POLY PILE WSW 8-200.4 PILE 2 USED IN WWI' TOP M4D BOTTOM RAIL INTERIOR LEG ONLY 1 / POLY PILE WSTP WITH FIN 8-2010 FIN SEAL 4 USED IN T TOP AND B D VEN OTTOM RAIL R. LEG, IN JAMB AND IN FRAME MPG RAIL ) HEAD INSERT I G-6003 6 C M S I SILL INSERT 16 -6000 6aM5 I ) SWEEP LOCK 1 6 - 6008 ZINK 2 WEt9' BAFFLE 4802 I 10 FOAM TAPE A5 REO'D INSTALLED AT WEEP HOLES 7 3/16' GLAZING 4710103 A5 REO'D U5E0 INFIXED LITE OF 64 I /8' X 49' XOX 8 D58 GLAZING 4710102 AS RE O'D USED IN G 1' X 49' OX AND 1N THE FIXED UTE OF 108' X 37' XOX. 9 3Se GLAZING 4710101 USED IN 106' X 37' XOX. 49' X 49• XO.U3ED ONLY IN VENTS OP 64 1/8 X 49 XOX 4 106 X 37 XOX. 0 GLAZING BEAD 8-059 ALUM. 8 1 5CREEN FRAME 19 -01 1 ALUM. 4 2 SCREEN MESH 1816 FIBERGLASS A5 REO'D 3 SCREEN SPUNE 480200.4 VINYL AS REM) 4) 5CREEN CORNER 3 -3049 PLASTIC ' SCREEN TENSION SPRING 1 8400 I B .047 GALV HD.DR.WIRE 2 FRAME ASSEMBLY SCREW 4801014 5TEEL 8 18 X I' PP 5M5 MecTING A95EMBLY 9CR RAIL fY 4801070 STEEL 4 /8 X I 1/2' PHPH 11 VENT ASSEMBLY SCREW 4801070 5TEEL 4 18 X I' PP 5M5 SCREEN FINGER PULL 14 -5003A NYLON 2 SILL RISER — ALUM. I 2' X .062' THICK (TYPE 'A' ONLY) SILL mot SCREW — STEEL 18' CL /6 X 3/8' SELF TAPPING .25' MIN GLA55 BITE ECTION OF XO\OX L-1.3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT BY --rT PROM BUILOIT CODE COMPLIANCE OFFICE ACCEPTANCE N0. 99 2 7' or A - ADDED DIMENSIONS Yat.+i.L• TROL DIVISION v Data 6 -5 -95 1 / 1 5 / 0 0 Oda: /00 2000 A55EM ar scut � ' Binnings FA I f A merican Port Clare VERTICAL SECTION FOR XO /OX AND XOX Prod Cato gory: 11.5. Iert Nvw►•.- 0...441 Number+ s.4c../M.a. PA -1 6 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 r Shoe g: 1 of 10 PA -16 XO /OX ASSEMBLY DRAWING IA t..wG• A PA- 16PCS I A 1 A I .89' ROBT. E. FISHER 4VM. M. MEYERS. P.E. Consulting Engineers 9301 N.E. 0th Ave. C -300 Miami Shores, FL 33138 (305) 758 -3117 557 -4006 Fax 362 -6282 HORIZONTAL S NOTE: 0 I . MINIMUM EXTRUSION THICKNESS 15 .050 ". 2. MINIMUM GLASS BITE I5 .250 ". DK 5JR 0 o 0 • 4 2.85' —I .50& 1 .59 1.0 010 R1P11 5M5 6' FROM ENDS 24' O.C. MAX. 1 1/4' EMBEDMENT MINIMUM 1/4' SPACING MAX. F-1/4' SPACING MAX. 110 FI1P11 5M5 6' FROM ENDS 24' 0.C. MAX. 1 1/4' EMBEDMENT MINIMUM PA -16 2X WOOD BUCK VERT. INSTALLATION 1/4' SPACING MAX. 1.06' 910 rt1Pt1 3M5 6' FROM ENDS 24' O.C. MAX. I 1/4' EMBEDMENT MINIMUM (2) 5WEEP BUCK DIM. 1.31' O A O 1.31' MASONRY OPENING ®PA -16 STEEL RUNNER INSTALLATION 1.89'3 '(3 a '. fat I . Honzo South i .05 2. Homo syste 3. All alu 4. Glazin 5. Fasten be I 1 G. Ancho 7. I' withstan 8. lab nu I GG fj GG 1. M. fv1 c.c. isuitinq Engineers 1 N.E. Oth Ave. C -300 Miami Shores, FL 33138 5) 758 -3117 557 -4006 Fax 362 -C ROEiT. E. FISHE PA -16 2X WOOD BUCK HORIZ. INSTAL ATtON .19' REF z = 0 0 W Z 0 U ENERAL NOTES: !82 A DDED DIMENSIONS Y t• ot.+tt D P.15 R SJR MASONRY OPENING BUCK DIMENSION / J X O ntal Slider has been designed in accordance with the Dade County, 1994 edition of Florida Building Code. Wind speed considered Is 1 10 mph, importance factor is , exposure factor is 'C' and the mean roof hieght of the budding hieght is Tess than 6 ntal Sliders installed in Dade and Broward County must have hurricane protective m, such as storm panels. minum extrusions shall be GOG3 -T5 unless noted otherwise. g material to be 3/32', 1/8' or 3/1 6' annealed or tempered as required. ers will be carbon steel with zinc coatings, or Tap Cons. Minimum embedment must /4' regardless of substrate. nng shall be as idicated on page 4. .T.. 2' x P.T. wood buck (shown) and steel runner responsibility of others. Buck d loads imposed by wind loads and glazing systems. mber: Test Size Design pressure: Water test pressure: 74 6 I' x 49' +53.33/ -53.33 73 109' x 37' +53.33/ -53.33 80 49' X 49' +40/ -40 Data: 5 -95 " Dr... clog. S1 Port Mum Prod c.t. 1 Port A..r14..: the --� oGNOTLS rACTORY oRJUlo INSTAL 1101M9 - DENOTES new DRJUZD INSTAL Hain O'. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 8Y_ PR000 i • • EROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ./ F. or 6.0 (I 5/8'si11)/7.92 (2' sill) 6.0 (I 5 /5's11l)/7.92 (2' sill) 6.0 (1 5 /8'sill) 7.92 (2' sill) s.rt+./Ir.i.e re..,. PA- 1 PA -16 XO /OX INSTALLATION DRAWING PA- 1 6PC52A Shoot 2 of 10 R.rrt.t.rr L.wt � Binnings I I P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 A} 01.56' 1.90' . . 7 •• z z 0 o 6 4 MAU' 'CALL 4 0.70' N T\VERTICAL SECT. HORIZ. SLIDER 1 ,,,„„1, 1 .1 1' • 0. ea' 3/16' DIA. F.H. TAPCON I 1/4' EMBEDMENT MIN. (2) SWEEP LOCI: 0.70' --■-1 0 � • O 1- -1.42' --1 BUCK DIM. MASONRY OPENING 1/4' SPACING MAX. 3/16' DIA. F.H. TAPCON I I/4' EMBEDMENT MIN. r 1/4' SPACING MAX. 3/16' DIA. P.H. TAPCON 1 1/4' EMBEDMENT MIN. 4 ' HORIZONTAL SECT. HORIZ. SLIDER wur 5041 3/10 DIA_ P.H. TAPCON I 1/4 EMBEDMENT . I °PA -16 PRECAST SILL INSTALLATION ROBT. E. FISHER WM. M. MEYERS, P.E. Consulting Engineers 301 N.E. 6th Ave. C -300 • Mlaml Shores, FL 33138 V.305) 758 -3117 557 -4006 Fax 362 -6282 r NOTE: General notes on sheet 2 apply. A - ADDED DIMENSIONS yat.rial• PJ5 A..4..4 hip — - 6 -5 -95 Oats (2) Part . X IA j � Binnings I I Dow Maw 'Part Circe SHOP MASONRY OPENING BUCK DIMENSION DAT BY r..e c.i.,..r / H .5. I s..w PA- 16 — DCNOTM rAGTO1tY ovum INSTAL 1i0U.'3 DENOTt9 FIELD DM= INSTAL MOLLS APPROVED AS COMPLYING WITH THE SOUTH F1.ORIDA BUILDING CODE .' i — �� . 4 .! PRODUCT Ch • , L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g9 / 2. 2.7. P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 PA -16 XO /OX INSTALLATION DRAWING 'i.AAAPP.w... 00 I se..t: 3 of 10 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 - 120.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 52.80 - 100.64 3921 44.000 24.000 22.000 3 16.375 2 17.626 52.80 -93.32 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -90.58 5121 60.000 24.000 30.000 4 16.250 2 17.626 52.80 -84.54 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -88.19 3131 36.000 36.000 18.000 3 12.375 3 14.813 52.80 -80.51 3931 1 44.000 36.000 22.000 3 16.375 3 14.813 52.80 -73.19 4131 48.000 36.000 24.000 . 3 18.375 3 14.813 52.80 -70.45 5131 60.000 36.000 30.000 4 16.250 3 14.813 ' 52.80 -56.34 53.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 52.80 -65.40 3139 36.000 44.000 18.000 3 12.375 4 12.542 52.80 -70.62 3939 44.000 44.000 22.000 3 16.375 4 12.542 52.80 -63.52 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure (Pressure (.7:1 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 -70.00 3121 36.000 24.000 16.000 3 12.375 2 17.626 52.80 -68.06 3921 44.000 24.000 22.000 3 16.375 2 17.626. 17.626 52.80 52.80 -63.11 -64.25 4121 48.000 24.000 24.000 3 18.375 , 2 3131 36.000 36.000 16.000 3 12.375 3 14.813 52.80 -54.44 3931 44.000 36.000 22.000 3 16.375 3 14.813 49.49 -49.49 4131 48.000 36.000 ' 24.000 3 18.375 3 14.813 47.64 -47.64 3139 36.000 44.000 16.000 3 12.375 4 12.542 49.49 -49.49 3939 44.000 44.000 22.000 3 16.375 4 12.542 44.55 -44.55 4139 48.000 44.000 24.000 3 18.375 4 12.542 40.74 -40.74 3141 36.000 48.000 16.000 3 12.375 4 13.875 47.64 -47.64 3941 44.000 48.000 22.000 _ 3 16.375 4 13.875 40.85 -40.85 4141 49.000 48.000 24.000 3 18.375 4 13.875 37.21 -37.21 Call Size Buck Width Buck Height Max VentHead Width & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 •2 12.750 2 17.626 52.80 - 115.16 3121 36.000 24.000 18.000 3 12.375 2 17.626 52.80 -95.97 3921 44.000 24.000 22.000 3 16.375 2 17.626 52.80 -88.99 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -86.37 3.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -84.09 3131 36.000 36.000 18.000 3 12.375 3 14.813 52.80 -76.77 3931 44.000 36.000 22.000 3 16.375 3 14.813 52.80 -69.80 4131 48.000 36.000 24.000 3 18.375 3 14.813 52.80 -67.18 3.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 52.80 -64.90 3139 36.000 44.000 18.000 3 12.375 4 12.542 52.80 -69.80 3939 44.000 44.000 22.000 3 16.375 4 12.542 52.80 -62.82 4139 48.000 44.000 24.000 3 18.375 4 12.542 52.80 . -58.82 3.125 x 45 52.125 44.000 26.000 4 13.625 4 12.542 52.80 -53.86 3141 36.000 48.000 18.000 3 12.375 4 13.875 52.80 -67.18 3941 44.000 48.000 22.000 3 16.375 4 13.875 52.0 -60.37 4141 48.000 48.000 24.000 3 18.375 4 13.875 52.80 -53.64 3.125 x 49 52.125 48.000 26.000 4 13.625 4 13.875 49.13 -49.13 4151 48 60.000 24.000 3 18.375 4 17.875 42.45 -42.45 3.125 x 61 52.125 60.000 26.000 4 13.625 4 17.875 38.88 -38.88 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing • Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 - 122.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 -52.80 - 102.31 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -80.08 125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -73.33 2131 24.000 36.000 12.000 2 12.750 3 14.813 52.80 -97.35 3131 36.000 36.000 18.000 . 3 12.375 3 14.813 52.80 -70.09 4131 - 48.000 36.000 24.000 3 18.375 3 14.813 52.80 -51.32 125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 46.99 -46.99 PA16A.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing at Vents w/ 2" Sill Riser n Not.: The installation of this unit quirya a hurricane prot.ativ. system PA i 6A.03 Horizontal Roller Window 1/8"(DSB) Annealed Glazing at Fixed Lite and 3 /32 "(SSB) Glazing at Vents w/ 2" Sill Riser Mots: Trw installation of NU unit re vuin. a hurrisan• loony. stem APPROVED AS COMPLYING WITH THE SOUTH RORIOA BUILDING COOE OAT _ �!- �� -.� ?ova BY PRODUCT 0 ROL DIV!S:ON BUIIOING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 79 / - / Z Z �' 0 � ROBT. E. FISHER WM. M. MEYERS, P.E Consulting Engineers 9301 N.E. 6th Avo. C -300 Miami Shores, FL 33138 1 i 5; 758.3117 55?- :1nel Fax 302.628:• Revision.: Prawn sy: PJS labS Data PA16A.02 Horizontal Roller Window 1/8" Annealed or Tempered Glazing ,w/ 2" Sill Riser • T . 4s tattatio+� of Nv unit require. a hurrio b an.. 'Linn PA16A.04 Horizontal Roller Window 3/32" Annealed Glazing w/ 2" Sill Riser • Tfv 4 staltalion of Nv unit r.quiras a Aurrioarw prot.ati.. system 12/26/9f, Oros Maw CHART Part Narnawn Binnings 1 American Part Llama: Prod Csta H.S ory: . S..i../Yad.L• PA -16 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Ilan. COMP.AHYL. se.st: SPECIFIC CONDITIONS PA -16 XO /OX (2" RISER) PA- li 6PCS4 oA - - F arc 4 of 10 Orwsino Rwwignon - - Coll Size Buck Width Buck Height Max Vent Width Heod & Sill Fasteners Typical Soacinq Jomb Fasteners Typical Spacing Results Pressure ( +) Pressure (- 2121 24.000 24.000 12.000 2 12.750 2 17.626 40.00 - 120.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 40.00 - 100.64 3921 44.000 24.000 22.000 3 16.375 2 17.626 40.00 -93.32 4121 48.000 24.000 24.000 3 18.375 2 17.626 40.00 -90.58 5121 60.000 24.000 30.000 4 16.250 2 17.626 40.00 -84.54 53.125x25 52.125 24.000 26.000 4 13.625 2 17.626 40.00 -88.19 3131 36.000 36.000 18.000 3 12.375 3 14.813 40.00 -80.51 3931 44.000 36.000 22.000 3 16.375 3 14.813 -40.00 -73.19 4131 48.000 36.000 24.000 3 18.375 3 14.813 40.00 - 70.45 5131 60.000 36.000 30.000 4 16.250 3 14.813 40.00 -56.34 53.125x37 52.125 36.000 26.000 4 13.625 3 14.813 40.00 -65.40 3139 36.000 44.000 18.000 3 12.375 4 12.542 40.00 -70.62 3939 44.000 44.000 22.000 3 16.375 4 12.542 40.00 -63.52 4139 48.000 44.000 24.000 3 18.375 4 12.542 40.00 -57.86 5139 60.000 44.000 30.000 4 16.250 4 12.542 40.00 -45.65 53.125x45 52.125 44.000 26.000 4 13.625 4 12.542 40.00 -52.98 3141 36.000 48.000 18.000 3 12.375 4 13.875 40.00 -70.45 3941 44.000 48.000 22.000 3 16.375 4 13.875 40.00 -58.02 4141 48.000 48.000 24.000 3 18.375 4 13.875 40.00 -52.84 5141 60.000 48.000 30.000 4 16.250 4 13.875 40.00 -41.70 53.12x49 52.125 48.000 26.000 4 13.625 4 13.875 40.00 -48.39 Call Size Buck Width Buck Height Max Vent Width Heod & Sill Fasteners Typical , Spocinq Jomb Fosteners Typical x Spacing Results Pressure ( +) ( +) Pressure ( -) 2121 24.000 24.000 12.438 2 12.750 2 ,Pressure 17.626 40.00 - 115.16 24.000 3121 36.000 24.000 18.438 3 12.375 2 17.626 40.00 -95.97 22.000 3921 44.000 24.000 22.438 3 16.375 2 17.626 40.00 -86.37 3 4121 48.000 24.000 24.438 3 18.375 2 17.626 40.00 -84.09 12.375 53.125x25 52.125 24.000 26.500 4 13.625 2 17.626 40.00 -95.97 3 3131 36.000 36.000 18.438 3 12.375 3 14.813 40.00 -76.77 14.813 3931 44.000 36.000 22.438 3 16.375 3 14.813 40.00 -67.18 40.00 4131 48.000 36.000 24.438 3 18.375 3 14.813 40.00 -64.90 -44.50 53.125x37. 52.125 36.000 26.500 4 13.625 3 14.813 40.00 -69.80 3141 3139 36.000 44.000 18.438 3 12.375 4 12.542 40.00 -62.82 44.000 3939 44.000 44.000 22.438 3 16.375 4 • 12.542 40.00 -58.82 48.000 4139 48.000 44.000 24.438 3 18.375 4 12.542 40.00 -53.86 53.125x45 52.125 44.000 26.500 4 13.625 4 12.542 40.00 -67.18 3141 36.000 48.000 18.438 • 3 12.750 4 13.875 40.00 -53.64 3941 44.000 48.000 22.438 3 16.375 4 13.875 40.00 -49.13 4141 48.000 48.000 24.438 4 18.375 4 13.875 40.00 -53.06 53.125x49 52.125 48.000 26.500 4 13.625 4 13.875 40.00 -48.33 4151 48.000 60.000 24.438 3 18.375 4 17.875 40.00 -44.26 53.125:61 52.125 60.000 26.500 4 13.625 4 17.875 33.98 -33.98 Call Size Buck Width Buck Height Panel Widths Heod & Sill Fasteners Typicci Soocin• Jamb Fosteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 40.00 -70.00 3121 36.E 24.000 16.000 3 12.375 2 17.626 40.00 -68.10 3921 4.4.000 24.000 22.000 3 16.375 2 17.626 40.00 -63.10 4121 48.000 24.000 24.000 3 18.375 2 17.626 40.00 -61.30 3131 37.000 36.000 16.000 3 12.375 3 14.813 40.00 -54.40 3931 44.000 36.000 22.000 3 16.375 3 14.813 40.00 -49.50 4131 48.000 36.000 24.000 3 18.375 3 14.813 40.00 -47.60 _ 3139 36.000 44.000 16.000 3 12.375 4 12.542 40.00 -49.50 3939 44.000 44.000 22.000 3 16.375 4 12.542 40.00 -44.50 4139 48.000 44.000 24.000 3 18.375 4 12.542 40.00 -40.70 3141 35.000 48.000 16.000 3 12.375 4 13.875 40.00 -47.60 3941 44.000 48.000 22.000 3 16.375 4 13.875 40.00 -40.80 4141 49.000 48.000 24.000 3 18.375 4 13.875 40.00 -37.20 Coll Size Buck Width Buck Height Max Vent Width Heod & Sill Fosteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 ' 2 17.626 40.0 - 122.77 3121 35.000 24.000 18.000 3 12.375 2 17.626 40.0 - 102.31 4121 48.000 24.000 24.000 3 18.375 2 17.626 40.0 -80.08 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 40.0 -73.33 2131 24.000 36.000 12.000 2 12.750 3 14.813 40.0 -97.35 3131 36.000 36.000 18.000 3 12.375 3 14.813 40.0 -70.09 4131 48.000 36.000 24.000 3 18.375 3 14.813 40.0 -51.32 53.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 40.0 -46.99 PA16B.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing of Fixed Lite and 1/8' MD Annealed or Tempered Glazing at Vents w/ 1 5/16' Sal Riser Note ..odU The /sMan • j vrtt p PA16B.03 Horizontal Roller Window 1/8 "(DSB) Annealed Glazing of Fixed Lite and 3 /32 "(SSB) Glazing at Vents w/ 1 5/16" Sill Moo 4 The vis tatio e/ LM .ar4t r a A.R+iwn. p •rn APPROVED AS COMPLYING WITH THE SOUTH BUILDING CODE DAT BY PRODUC BUILDIN ACCEPTANCE NO CONTR t DIVISION . DE COMPLIANCE OFFICE /2 2q-Or ROBT. E. FISHER WM. M. MEYERS, P.E. Consulting Engineers 9301 N.E. 6th Ave. C -300 Miami Shores, FL 33138 (305) 758 -3117 557 -4006 Fax 362 - 6282 G/ %d /0 vr A.iene: Material. n Mr_. Mee * rd..4 J PJS PA16B.02 Horizontal Roller Window 1/8" Annealed or Tempered Glazing w/ 1 5/16" Sill Riser • J 1r. in.tatlstten o/ tAl. volt vvt•.4a. a A.rr4.a.v beta • TA. 4r.tat{atien of tMe vett re a Avrioane Ire hue oY•tom 12/26/96 PA16B.04 Horizontal Roller Window 3/32" Annealed Glazing w/ 1 5/16" Sill rz Binnings (American Inver Claw hart cu... CHART - -- Paw, Nwa.a.r PA- 16PCS5 Prod Cate 'miry: H.S. S.r4../L *de l• PA -16 P.O. Box 630038 2805 N.E. 185th Street Miami, Florido 33163 (305)931 -2350 l °r'ee:"'T PA- 16PCS5 COMP.ANYL 5 of 10 SPECIFIC CONDITIONS PA -16 XO /OX (1 5/16" RISER) A.v4.ion • L--,J BILL OF MATERJAL PART NO. Ti15A EXTRUSION NUMBER MACHINING NUMBER MATERIAL QUANITIY REMARY.S FRAME HEAD 16-63 1 6-63- I 606 T-5 I 2 rRMAC 5ILL IC-62 16 -62 -1 GQ MS 1 © rRMAC JA A0 16 -20 16 -20-1 6063 T -5 ALUM. 2 © VENT 5IDC RAIL 16-39A 1 6-39- I 60 M5 2 5 VENT MTG RAIL 16 -59 16-59-1 . GOGMS 2 ( 6 PRAMC MTG RAIL 1 6.60 1 6-60 -1 GOGM5 2 7 TRACK INSERT 16-61 16-6 I- I 6063 T -5 ALUM. 1 a VENT HUD 4 5ILL 16 -05 16-05 - I GO UM. 4 ?9 RDU.R ASSEMBLY 1G-6004 -4 1 O POLY PILE W9TP 8 PILE 4 LIMO 94 VENT TOP ANO BOTTOM RAIL INTOBOR. LGG ONLY 1 POLY PILL A15TP 1y1TT1 r1N 8 • FIN SEAL 8 LeSW IN MT TOP AND BOTTOM RAIL =T. EGG. IN J4.43 ANO IN rRAMe LTG RAIL ■ I 2 HEAD INSERT 1 6-6003 G06M5 2 13 91LL IN5CRT 16 -0000 Go3 M5 2 14 J SWLIT LOCK 16.6008 ZINK .{ 15 WEEP BAFFLE 4002110 t'OAN,A T A5 REQUIRED 1N5TALLCD AT WEEP HOLES 1G 3/I G• GLAZING 4710103 A5 REQUIRED Lam ul PO= LIM OP 64 I/O' X 49' XOX 17 099 GLAZING 47 1 0102 AS RCQUiP1D L� 94 GI' X 49 ax AND IN me Pv® uTE or I OD' X 37' XOX. Setcypi X j 18 99B GLAZING 4710101 A5 REQUIRED u9CD O�4t N ur 644 I /O ' X 49 CX AND 14D' X 3 XOX 1 9 GLAZING BEAD 6-059 ALUM. 12 20 SCREEN FRAME 19-011 ALUM. 9 21 5CRCEN MP911 1910 PIBERGLA55 A5 RCOUIRED 22 SCREEN 5PUNC 4902004 VINYL A5 REQUIRED 23 SCREEN CORNER 3-3049 PLASTIC 4 24 SCREEN TLN9ION SPRING 1 9-4001 B .047 GAIN. ,1D.DR.WIRe 4 25 FRAme A55EMBLY g601014 STEEL _ 8 /9 X 1 • PP 5M3 26 MEETING RAIL ASSEMBLY SCREW 4801070 STEEL 9 18 X 11/2' Milli 27 BLY 4901070 9TE.5 9 08 X 1•11" 5M5 20 9CREf l NGER PULL 14 -5003A NYLON 4 29 5ILL RISER — ALUM. 1 r X .062'11110c (tYre •A• ONLY) 30 5ILL RJ9ER SCREW — 3TCf. 18' CL 16 X 3/8* 5e1,1' TAPPING N 1---1 ' ---1 A 2.13' ----- -I ROB T. E. FISHER WM. M. t P. E. Consulting Engine rs 9301 N.E. Lith Avu. C -300 Miami Shorss, FL 33128 (305) 758 -3117 557 -.1000 Fax 362 -6282 A HORIZONTAL SECTION OF XOX A - ADDED DIMt-N5t0N9 Prawns Dv: TJS APPROVED AS COMPLYING WITH THE SOUTH FLOR1'• BUILDING CODE DAT BY PRODUC CO ► "L DIViS!ON SUILDIN CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99— /2 2 9- Of' 5JR Dais: 5 -95 i /I5 /OO Dram Class A55EM P+Y N..wJ.r: Binnings Pan rAmerican Pat Maw i Prall Cabot h.5. P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 s.,4.0Y.d.l• PA - Shiest: 6 of I O N VERTICAL SECTION FOR XO /OX AND XOX PA -16 XOX ASSEMBLY DRAWING ymirt PA- 1 6FC56A Ie«1.c... Lew!: A ./ tn O N ' a Wow rat CroD74.q .12' •1 mr.A. 1.05' J 4 /10 PtiPti SM5 1 1/4' EMBEDMENT MIN. .25 MIN GLASS BITE 4 VERTICAL SECT. HORIZ. SLIDER 1/4' SPACING MAX. TYPICAL. BOTH CMOs a 0 I.59' /10 FHPM 5M5 G' FROM ENDS 24' O.C. MAX. 1 • 1/4' EMBEDMENT MIN. (2) SWEEP LOCK 1-6- 2.13' ••. O BUCK DIM. MASONRY OPENING HORIZONTAL SECT. HORIZ. SLIDER ROBT. E. FISHER wM. M. MEYERS. P.E. V il�l:r u�IL ��, Lfl �t( YTa 9301 N.E. 6th Ave. C•300 Miami chcitelo r o 1/4' SPACING MAX. _J TYPICAL Batt s1DE5 1.50' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT �ci' �QOD BY _ PRODU• C TROL DIVISION HIM CODE COMPLIANCE OFFICE ACCEPTANCE NO. ".Ll_' /Z Z 9. as' •S PA-16 STEEL RUNNER INSTALLATION' 1.31' O 1.31' .v • X GENERAL NOTES: I . Horizontal Slider has been designed in accordance with the Dade County, 1 994 edition of the South Florida Building Code. Wind speed considered Is 1 10 mph, importance factor is 1.05, exposure factor is 'C' and the mean roof hieght of the building hieght is Tess than 60'. 2. Horizontal Sliders installed in Dade and Broward County must have humcane protective system, such as stone panels. 3. All aluminum extr'isxons shall be 6063 -T5 unless noted otherwise. 4. Glaang material to be 3/32', 1/8' or 3/16' annealed or tempered as required. 5. Fasteners will be carbon steel with anc coatings, or Tap Cons. Minimum embedment must be 1 1/4' regardless of substrate. G. Anchoring shail be as indicated on page 8. 7. 1' x P.T., 2' x P.T. wood buck (shown) and steel runner responsibility of others. Buck must withstand loads imposed by wind Toads and glazing systems. 8. Lab number: Test Size Design pressure: Water test pressure: 1 6752 109 I/8' x 6 I' +35.0/ -35.0 6.0 (I 5/8' sill)/7.92 (2' sill) 16673 109' x 37' +53.33/ -53.33 6.0 (I 5/8' 3111)/7.52 (2' rill) /truest/yew A - ADO CD 01M15N5ION5 PJ5 R..M.d Dyc 5JR Dato: 6/6/96 1/15/00 Drama Ciao: SHOP Port Nar.J..- MASONRY OPENING BUCK DIMENSION 0 � Binnings FA I American (Part M.-. Prod Calera' H.S. .ri.4/J�edeL• PA -16 1 PA- I.6PC57A X — OCNOTE5 FACTORY DRJULfl INSTAL HOLG9 DCNOTLS FIELD D ORJLLtD INSTAL MOLLS P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Shoat: of 10 INSTALLATION DRAWING FOR PA -16 XOX R.riatwt l..�..&.• 2.85' • f °VERTICAL SECT. HORIZ. SLIDER I? SPACING MAX. TYPICAL BOTH ENDS 3/1C DIA. TAPCON 1 1/4' EMBEDMENT MIN. ■MItIMA1ua1111111%111\ o. I .69' --- 3/16' DIA. TAPCON I 1/4' EMBEDMENT MIN. (2) SWEEP LOCK 13' BUCK DIM. MASONRY OPENING 1/4' SPACING MAX. TYPICAL BOTH SIDS HORIZONTAL SECTPHORIZ!.ISLIDER ContwItIng Engineors 9301 t1.E. filth :.v., r.•,nn Miami )I■,)tu:.. FL 33136 17.K1 7.:u.), re, - I .50'— 'v •v v 7 C)PA-16 PRECAST SILL INSTALLATION INSTALLATION DRAWING FOR PA -16 XOX MASONRY OPENING BUCK DIMENSION — DENOTES FACTORY DRILLED INSTAL. HOLES �-- DRNOTES FIELD DRILLED INSTAL. I10L S NOTE: General not on sheet 7 apply l APPROVED AS COMPLYING WITH TH( SOUTH FLORIDA BUILDING CODE DAP'. �. 2000 BY PROOUC COIHROL DIVISION BUILD ;t :S CODE COMPLIANCE OFFICE ACCEPIAI10E NO. _ _2. 12 Z7 aJ" P.O. Box 630038 2805 N.E. 185th Street Mlaml, Florida 331 63 (305)931 -2350 o..w.ne M � A- 1 &A 1 I ltevivien Limit: A Call Size Buck Width Buck Height Max Vent Width Head & Sil Fasteners Typical Spacing Jamb r Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.000 5 15.188 2 17.626 52.80 -76.77 7121 84.000 24.000 22.000 5 18.188 2 17.626 52.80 -74.03 8121 96.000 24.000 24.000 6 16.950 2 17.626 52.80 -71.98 9121 , 108.000 24.000 26.000 7 16.125 2 17.626 52.80 -70.38 74.125x25 73.125 24.000 24.000 5 15.469 2 17.626 52.80 -76.48 106.375x25 105.375 24.000 26.000 7 15.688 2 17.626 52.80 -70.70 6131 72.000 36.000 18.000 5 15.188 3 14.813 52.80 -57.58 7131 84.000 36.000 22.000 5 18.188 3 14.813 52.80 -54.84 8131 96.000 36.000 24.000 6 16.950 3 14.813 52.78 -52.78 9131 108.000 36.000 26.000 7 16.125 3 14.813 51.18 -51.18 74.125x37 73.125 36.000 24.000 5 15.469 3 14.813 52.80 -57.29 106.375x37 105.375 36.000 26.000 7 15.688 3 14.813 51.50 -51.50 6139 7 72.000 44.000 18.000 5 15.188 4 12.542 50.60 -50.60 7139 84.000 44.000 22.000 5 18.188 4 12.542 47.86 -47.86 8139 96.000 44.000 24.000 6 16.950 4 12.542 45.80 _ -45.80 9139 108.000 44.000 26.000 7 16.125 4 12.542 44.20 -44.20 74.125x45 73.125 44.000 24.000 5 15.469 4 12.542 50.31 -50.31 106.375x45 105.375 44.000 26.000 7 15.688 4 12.542 44.52 -44.52 6141 72.000 48.000 18.000 5 15.188 4 13.875 47.98 -47.98 7141 84.000 48.000 22.000 5 18.188 4 13.875 . 45.24 -45.24 8141 96.000 48.000 24.000 6 16.950 4 13.875 43.19 -43.19 9141 108.000 48.000 26.000 7 16.125 4 13.875 41.59 -41.59 74.125x49 73.125 48.000 24.000 5 15.469 4 13.875 47.95 -47.95 106.375x49 105.375 48.000 26.000 7 15.688 4 13.875' 41.91 -41.91 6151 72.000 60.000 18.000 5 15.188 4 17.875 45.27 -45.27 7151 84.000 60.000 22.000 5 18.188 4 17.875 40.47 -40.47 8151 96.000 60.000 24.000 6 16.950 4 17.875 37.43 -37.43 9151 108.000 60.000 26.000 7 16.125 4 17.875 33.72 -33.72 74.125x61 73.125 60.000 24.000 5 15.469 4 17.875 . 38.88 -38.88 106.37561 105.375 60.000 26.000 7 15.688 4 17.875 35.46 -35.46 Coll Size Buck Width Buck Height Max Vent Width Head & Sil Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.000 5 15.188 2 17.626 40.00 -73.23 7121 84.000 24.000 22.000 5 18.188 2 17.626 40.00 - 62.18 8121 96.000 24.000 24.000 6 16.950 2 17.626 40.00 -54.03 9121 108.000 24.000 26.000 7 16.125 2 17.626 40.00 -46.10 74.1 73.125 24.000 18.000 5 15.469 2 17.626 40.00 -70.87 106.375x25 105.375 24.000 26.000 7 15.688 2 17.626 40.00 -48.47 6131 72.000 36.000 18.000 5 15.188 3 14.813 40.00 -47.48 7131 84.000 36.000 22.000 5 18.188 3 14.813 40.00 -40.32 8131 96.000 36.000 24.000 6 19.950 3 14.813 35.04 -35.04 9131 108.000 36.000 26.000 7 16.125 3 14.813 29.90 -29.90 74.25x37 73.125 36.000 18.000 5 15.469 3 14.813 40.00 -45.95 106.375x37 105.375 36.000 26.000 7 15.688 3 14.813. 31.44 -31.44 • PA16A.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing at Vents w/ 2" SiII Riser Note: Th. installation o this unit re a h ROBT. E. FISHER WM. M. MEYERS, P.E. Consulting Engineors 9301 N.E. 6th Avo. C -300 Miami Shoros, FL 33138 (305) 758 -3117 557 -4006 Fax 362 -6282 vi // 7/ PA16A.03 Horizontal Roller Window 1 /8 "(DSB) Annealed Glazing at Fixed Lite and 3 /32 "(SSB) Glazing at Vents w/ 2" Sill Riser Note: The iautallation of this unit requires a huarioane protaotive system APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _ i' it - . ?eo .o BY � PRODU CL TROL DIVISION . BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE N0. 79- 11 Z �•• Of' M.t ri.e o..�..► Dw PJS *..,i..• air 12/26/96 Binnings A merican P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Draws Clam. CHART _ Pert Paw P... r: PA- 16PCS9 Prod Cabmevyt s..i../Noa.l: H.S. PA -16 D.e..‘.,ort PA- 16PCS9 /town: 'Musk COMPANYL 9 of 10 SPECIFIC CONDITIONS PA -16 XOX (2" RISER) A.vi.c... Level: Call B Buck B Buck P Panel H Head & Sill T Typical J Jamb T Typical f Call Buck Buck Max Vent Heod & Sill Typical Jamb Typical Results Size Width Height Width Fasteners Spacing Fasteners Spacing Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.438 5 15.188 2 17.626 52.80 -76.77 7121 84.000 24.000 22.438 5 18.188 2 17.626 40.00 -74.03 ' 8121 96.000 24.000 24.438 6 16.950 2 17.626 40.00 -71.98 9121 108.000 24.000 26.500 7 16.125 2 17.626 40.00 -70.38 1 74.125x25 73.125 24.000 18.438 5 15.469 2 17.626 40.00 -76.48 1106.375x25 105.375 24.000 26.500 7 15.688 2 17.626 40.00 -70.70 6131 72.000 36.000 18.438 5 15.188 3 14.813 40.00 -57.58 7131 84.000 36.000 22.438 5 18.188 3 14.813 40.00 -54.84 8131 96.000 36.000 24.438 6 16.950 3 14.813 40.00 -52.78 9131 108.000 36.000 26.500 7 16.125 3 14.813 40.00 -51.18 74.125x37 73.125 36.000 18.438 5 15.469 3 14.813 40.00 -57.55 106.375x37 105.375 36.000 26.500 7 15.688 3 14.813 40.00 -51.50 • 6139 72.000 44.000 18.438 5 15.188 4 12.542 40.00 -50.60 7139 84.000 44.000 22.438 5 18.188 4 12.542 40.00 -47.86 8139 96.000 44.000 24.438 6 16.950 4 12.542 40.00 -45.80 9139 108.000 44.000 26.500 7 16.125 4 12.542 40.00 -44.20 74.125x45 73.125 44.000 18.438 5 15.469 4 12.542 40.00 -50.31 106.375x45 105.375 44.000 26.500 7 15.688 4 12.542 40.00 -44.52 6141 72.000 48.000 18.438 5 15.188 4 13.875 40.00 -47.98 7141 84.000 48.000 22.438 5 18.188 4 13.875 40.00 -45.24 8141 96.000 48.000 24.438 6 16.950 4 13.875 40.00 -43.19 9141 108.000 48.000 26.500 7 16.125 4 13.875 40.00 -41.59 74.125x49 73.1 -25 48.000 18.438 - 5 15.469 - 4 13.875 40.00 -47.95 106.375x49 105.375 48.000 - 26.500 7 15.688 4 13.875 40.00 -41.91 6151 72.000 60.000 18.438 5 15.188 4 17.875 40.00 -45.27 7151 84.000 60.000 22.438 5 18.188 4 17.875 39.79 -39.79 8151 96.000 60.000 24.438 6 16.950 4 17.875 25.52 -25.52 9151 108.000 60.000 26.500 7 16.125 4 17.875 24.01 -24.01 74.125x61 73.125 60.000 18.438 5 15.469 4 17.875 26.21 -26.21 106.375x61 105.375 60.000 26.500 7 15.688 4 17.875 24.21 -24.21 ,f - PA16B.03 Horizontal Roller Window 1 /8 "(DSB) Annealed Glazing at Fixed Lite and 3/32 "(SSB) Glazing at Vents w/ 1 5/16" Sill Nola 17s tnutaLlaturrti o this un re q u ur,. a hurricane pro teetiue sy etern Draw% av PJS e..4a.4 • 1 2/26/96 D . Binnings r ,_Pan r Ame rican P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 &raw Omar CHART SPECIFIC CONDITIONS PA -16 XOX (1 5/16" RISER) P■t /v.a..N.: Pert Mow Prod cal yr• e ' Prod APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUC$C HTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 s - / 2. Z - . of S.rV•Leta@ lwnu PA -16 COMP.ANYL SA..Q 10 of 10 PA -16PCS 10 10 n.._•.R PA -16PCS 10 1tt..l.t.�.� PA1 6B.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing at Vents w/ 1 5/16" SiII Riser Note: Tha installation of this unit requfrf* a hurricane protootuo eystern ROBT. E. FISHER WM. M. MEYERS. P.E. Consulting Engineers 9301 N.E. Pith Ave. C -300 Miami Shores. FL 33138 (305) 758-3117 557 -4006 Fax 362-6282 ,f - PA16B.03 Horizontal Roller Window 1 /8 "(DSB) Annealed Glazing at Fixed Lite and 3/32 "(SSB) Glazing at Vents w/ 1 5/16" Sill Nola 17s tnutaLlaturrti o this un re q u ur,. a hurricane pro teetiue sy etern Draw% av PJS e..4a.4 • 1 2/26/96 D . Binnings r ,_Pan r Ame rican P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 &raw Omar CHART SPECIFIC CONDITIONS PA -16 XOX (1 5/16" RISER) P■t /v.a..N.: Pert Mow Prod cal yr• e ' Prod APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUC$C HTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 s - / 2. Z - . of S.rV•Leta@ lwnu PA -16 COMP.ANYL SA..Q 10 of 10 PA -16PCS 10 10 n.._•.R PA -16PCS 10 1tt..l.t.�.� PA1 6B.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing at Vents w/ 1 5/16" SiII Riser Note: Tha installation of this unit requfrf* a hurricane protootuo eystern ROBT. E. FISHER WM. M. MEYERS. P.E. Consulting Engineers 9301 N.E. Pith Ave. C -300 Miami Shores. FL 33138 (305) 758-3117 557 -4006 Fax 362-6282 5 263 1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed_ statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, ll ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shah be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progreso of the work. Date. June 19, , 18 73 Owner's Name and Address JQHA' ROMIANK N 95 N. E . Street 95 Street Registered Architect and /or Engineer Carr Smith :'c Associates Name and address of licensed contractor.. _INC. 711 N. . - J . 5 Street, Miami, Florida 33127 Location and legal description of lot to be built on: Lot Block Subdivision - .•. -- Street and Number where work is tq be done 95 N. E. 95 Street, IvLiami Shores, Florida. State work to be done and purpose of building (by floors) New Building Remodeling Addition To be constructed of Kind of foundation Estimated` Total cost of improvements $ 33 ° 00 Zone cubage required._... - -_ - .•-- .-- _..__..._......_...__ _..____._ Distance to next nearest building Maximum live load to be borne by each floor._ floor ...... ate. PLAN Chainnan Member ._. -. Member .- ___ __. Member Member Member .. Council Approved_ . .patp Disapproved NOTE: A charge of $1.00 will be made for making corrections Pr changes to the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made materials and /or workmanship. Install aluminum fold - down awnings (9) and for no other purpose. Repairs No. of Stories Roof Covering Amount of Permit $ ? 000 Alan Cubage.._ _ ..Size of Building ;Lot I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.._......_ ...__ de Hodges, Supervisor,, JALCO, _ INC. 7/41 T? �I4 Street, Miami, ,, Fla. The undersigned applicant for this building permit does hereby ,certify that he understands and accepts his obligations as on tployep of labor under the Florida Workmen's Compensatio Act, being eetion 6866, Compiled ;• =neral Laws of Florida, eminent Supp! eine t , and has complied with the provisions thereof, and will require similar compliance from contractors or sub- contractors employed by higr in the work to be performed under this permit; and will post or cause to be posted for •. on the site the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ; tractors, •; wor to be performed under this permit, as are licensed by Miami Shores Village. Remarks--. — ._ __ . -_. -.._. (Signed )- NG BOARD__. DATE STATE OF FLORIDA, COUNTY OF DADE. f ss ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments,' personally ap- peared --- -- Read, Sworn to and Subscribed before me. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true ,/ Permit No.�.___._../ `(-`( Date Disapproved _--- (Signed) 1 ,)4 Building Inspector Notary Public, State of Florida My Commission Expires ' Date this application afteP approval has been obtained fropt necessary by improper notice for inspection or faulty Opening No. Size Style Proj. Const. 2. l h" X 57" 9 51 17 3. L).. x 57" n 5L" n . a. 82" X 57" " 54n n 5. 82" X 57" " 5)4" It 6. W4" r. 57" " 5)4" 11 7. 59" X 57 ") " 54" " 8. 59" X 57 ") to look, as one. 5)4" " 9. L!t" X 57" Catalina 5)4" n Owners Contractor: •-1 Join T !'':o ii.(''nr 95 N. E. 95 trcet Piro ^T1 Mores, rloridn. R E S I D E N C E 3 n dICNOR SEE SCHEDULE • N • • ANGLE GLE 35 X 2.' X 0940 AWNING CLOSED Isy_ * j 1/r • FSCJEZ':C'P, • 1 • HEADER IINGE — VALANCE SU M °PORT AR ` .V.S , 'M CAMEL BACK AWNING OPEN TO LOCK AWNING IN STORM POSITION, REMOVE CAMEL SACK PIN OR BOLT, RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT TNRU VALANCE. .o6d EX - 1- w • S. M. SCREW EA. SLAT EI':F]Ua119L:1[ ST MX LOC[ •10 S.M. SC ORR ORR FOR SPANS 6d OR °REAT I. FOR SLS SCHOU1E 1/9' 1 3/ 11. ALrU V2. sw (j. 71' WING DETAIL I /4'14 OLE FOR CLOSED POSITION ADJUSTMENT HOLES suTTON SECTI 'X -X' CAMEL BACK DETAIL ROIL R00FSLATS 2 -40 4 SMS. EA. T1JEE 040 -GUSSET PLATE 4 - 0 4 SEAS. TYPICAL PURLIN 2 ANGLES (SEE PURL IN DETAIL ) STRAP PIING( 1' X .040' 4 - SMS. f 5 /8' 50 BUTT JOINT TUBE 040' WALL LSE •-=Y2:YIATE ST:RA LOW • pc: L: DST AF. F: F. AIMS GFZJ"�J' ^. 3AX 60'. T.� "' , - -04C GUSSET PLATE 4!4 SIRS NSIDE SLAT 1 EVERY 3RD SLAT s. A_. S: '?'1TEC 43 Sir•a•. E =PT A. K 'NA.: ri :$ : `ATV - nLA se .9E ‘rL^T N£ GREATER - •.:J , Sr 4.-_ non,': 2 N Cr. DPI A: CAT L* r 4 7.:.x PURJ NS I I .: I 'I : -,tons- -le .is£ t y Li MAX. 9 PLAN OF AWNING I' 0.0. TUBE .•49' WALL 7/11 TUBE .049' WALL CANEL BACK DS0 FOLDED PL. I/4'OIA. INN OR BOLT TWO ANCHORS EA. CAMEL BACK SACS I ix 20 BOLTS 7xIC BOLT` 004 SLATS„.___ � - -' I SM.SCREW EA SLAT STAGGERED, ALL PURLINS. Lena' SLAT DETAIL ROOF SLATS 2- • 10S.M SCREWS' L- I V4511'X 115'X V2' PURLIN (SHOWING CONNECTION AT EA END OF NOSE PURLIN) PURLM VALENCE • 6• SEE SCHEDULE FOR THICKNESS PU RLIN VALANCE SEE SCHEDULE FOR THICEDESS SECTION PRO. PJ4,K 6 VL_ ;MAX v' =M� MI•:IM:•{ P:>;IA S°'A.7Ni WI:711 "r6:' 5. TC N •ID 4. -4,00 1- . ' J1 1TY - M. Se TY I .040' I 1C ! NI' 56' 91' . 040 0 16' 14 12' 7I 7P 7r 7Y es" 063• IE� ALUMINUM ALLOY OF AWNING COMPONENTS ROOF SLATS 5005-H34 BOLTS 2024 -74 vALANCES 3003 -1114 ARMS 3003-N1S PURLINS 5005 -1116 ALL AWNING SIZES SHOWN ARE MAX LESSER SEES MAY BE USED. THE JALCO SUNNASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE will THE NETRO- POLITAN DADE COUNTY BUILDING AND ZONING DEPART- MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT IC, 1960. BASED ON SO. FL• BLDG. CODE AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME 417711165 AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOIL PERMR COVERING TINS IN- STALLATION: THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE VOWING OR AL RT. r- 6_64[r�.AK ANCHOR SCHEDULE CONCRETE HOLLOW WALL we x ► IA DIAMOItO IM X 20 LONG 4 HANMER DRIVE NAL. WING TOGGLE sCREw OR L SUPER - GRIP l CS IM — - ICON o.nmuc-roa .rr... n ..0 enalae .. .rr. Ans. noc.m,e ...m moon WOOD No.64- 1 wow) SCREW 13 JALCO INC. 745 N. W. 54th STREET • MIAMI, FLORIDA CARR SMITH & ASSOCIATES sA. ,.w. A/ Avi. . •r•NI. /LO•I•A C O N S U L T I N G [ N O I N [ E R • (...�. L.G .....6.K.T 1 64139 1 04 SUNMASTER GATALINA 916 AWNING CLOSED IMAM S IEME - IR►aBR error 0 ♦+ 5 Y ALAOCE /SUPPORT ARO X ium. BACK AWNING OPEN 10 LOCK AMI11O 21 11038 POSI1101, REMOVE CAMEL DACE PIM OM BOLT, '*LOCATE arms. FOLD ►83:70 DOm1 AND REPLACE CAMEL BACK rrs or D011 1310 VALA311. .060" 0[ME0$I01S 010 S.M. SCREW HEADER HINGE DETAIL 3/4 °o.D. TUHN .04 2- ANCHORS EA. CAMEL HACK VALANCE .040" CAMEL BACK DETAIL ROLLED ROOM SLATS 2 -114 S.Y. SCREWS 0 EA. TUBE _—.040" GUSSET PLATE 4'FI s.3. SCREWS /- TYPICAL ?MLLE 2- ANGLES (SEE PURLIR DETAIL) MEADER AMC30I3 SR*LL BE LOCATED AS 330WR. I.. ----I e 146 S.M. scam as. SLAT ROOF SLATS. v PUSN BUTTON • • A OVERHEAD) . UI 7/F X Jib ." NITN 2" x1/8 " 22" CAI:ELBA:CI CONNECTED BY 7" - 20 DOLT CAI IL PACK .GPO° FOLDED PL. } "DIA. PIA CR POLE Ir7D 5 6" lJ.XIIUM PLAN OF AWNING - ADJUSTQIR ROLES - 7/8 D. TOME .049 "1A LL }" HOLES P03 CLOSED POSITION SECTION 'X -X' STRAP PINGS 1 "1.040" o :n 4 -08 S.M. scums /8 "SC. BUTT JOINT TUBE .040" FALL .040 GUSSET - — PLATE 4 -14SYS INSIDE EVERY 51.0 I sLAT 3 -7/16" • M. 5/8' s'. Tr" DETAIL OF ROLLED ROOF SLAT VALANCE PURLIN 3 } -20 BOLT ". PORLIN 3" 9/1b SECTION 'Y -Y' 3.11. CREA RA. SLAT STAGGERED. ALL PURLIIS PURLI3 IIi ROOF SLATS PROJECTION ►L031101 ALLOT 0P AIMING c0l0IOr3 or AMMO 80IIDIEO 31NRT. VAMS 'S 39003 1:0103 20B'4 !ll 103LLMS 5 -m34 Apt PURLIN SPACING SCHEDULE 48 " 48 " 56- CONCRETE NO WOOL To 46" 46 ' 5 6' 45' 52 " :OR M') 103 } "z 13 " L0 SCREW OR } " -20 SUPER OIIr OR }" E 1i' D.B.L. RAMO root 1I 101'1i>e 16° 13' • 14' 16" 14" 16' 15' 17" 14- 15" ALL ►NII10 SI2ES M0U1 ARE 311. LIMIER SILKS 31T BE OS1D. TIM JALCO =MAST= CAT ►LIE► AMIENS WERE 031IOMED ►LLD TESTED I1 ACCORDANCE ►ITN TEE METROPOLITAN DAME COUNTY BUILDING AID E0WI10 DEPARTMENT POLICY FOR PLANT PRODUCED PREFABRICATED 3IO2D *111105. CA7- 011ME AND CANOPY SHUTTERS, DATED 007.10.1960. BASED ON SOUTH FLORIDA. 30112210 Cori. AMINO ARMS MAY BE MOUNTED OVERHEAD USING SAME PITT1103 AND DIIiSI013. TIM FOLLOWING LABEL SHALL BE ATT►C831 TO ALL AWNINGS. JALCO, IOC. CERTIFIES TWAT TIM ALUM AND IMO TREATMENT OP ALL METAL IN T1IS PRODUCT COMMIS TO TER SPOCIPICATIO1S CONTAI® IN TIM PLANS SUBMITTED FOR PERMIT C01101I10 IRIS INSTAL1ATI01. THIS *31110 31ST BE CLOSED AND INCUED TO TM/ WALL DORI10 • HUROICAME 3111110 OR MEET ►10803 1CMED01E HOLLOW WALL ACKERMAN J00R011 "-20 Logo 4 .2.0 TOOOL3 SCRIM A3C!0R JALCO, INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES 6 2 7 SO. 2T (ft AV E., MIAMI , FLORIDA C O N S U L T I N G E N G I N E E R S AATa._ H AR"cD.1 R Iatc" I n.t NO 'MALL AT ST1 Nt"oc, CA O .'TN tee... 1 6522 UNCOMMON TOWEL PVIO 18" WOOD 12' 17" 15" W0. 10 -1t" L0. WOOD 1 W SUNMASTER CATALINA 56" NINE! O. I of 1