Loading...
1050 NE 93 StPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2 -ZO -CO Job Address { 050 Nt: Tax Folio (t -31- 05 - 0(5-0(20 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ''of))e(0 - ea Master Permit # 1 /6a- 2 -7 Owner's Address (0SO Ne 613 S¢(idf Phone l74 757-247,3 Contracting Co. A a *e W ‘ACt o(U5 Address 1(73 5 Z 6 Qualifier TDG\fid B;(efl Jau(rn ss# Phone 6565) 5 (3 -3•8b State # Municipal # Competency # C04 54 Ins. Co. ON )C Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): i t UILDIN a ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION signature • f owner an in5tal1a4X00 i(dQu's cod 6191e huv /5 26 iv o us Square Ft. Estimated Cost (value) 3 6000.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that al work will be d• laws ( ating construction an ' zoning. Furthermore, I authorize the above -named contr. e • '• do the (stated. / , Signa a of ontractor or Owner- Builder ondo President N•t.• to Owner a /or Condo President My Commission Expires: OFFICIAL NOTARY SEAL JOSEPH DAVTTZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21,2003 O FEES: PERMIT / RADON Dat APPROVED: Zoning Building Mechanical Plumbing C.C.F. • NOTARY =_ Address Address Address 2 -1 2.0 p Date Not My o Contractor Owner- Builder ommission E es: I It OFFICIAL NOTARY SEAL JOSEPH DAVfl' NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 Electrical e in compliance with all applicable BOND =' TOTAL DUE 2 -I2 -ov Date Engineering A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1142 -05 -015 -0120 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: a CoRo SS723 2000 FEB ! i it1cA THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1050 NE 93 STREET MIAMI SHORES, FL 2. Description of improvement: INSTALLATION OF WINDOWS & SHUTTERS 3. Owner(s) name and address: PROSPERO HERRERA 1050 NE 93 STREET MIAMI SHORES, FL Interest in property: N/A Name and address of fee simple titleholder: N/A 4. Contractor's name and address: ALLSTATE WINDOWS, DOORS & SHUTTERS 5. Surety:(Payment bond required by owner from contractor, if any) N/A NOTICE OF COMMENCEMENT ° C: 18998EC 1652 7173 NW 52 STREET MIAMI, FL 33166 RECORDED IN OFFICIAL RECORDS BDO.+ OF DADE COUrVTY. FLORIDA. RECORD VERIFIED Name and address: N/A Amount of bond $. 6. Lender's name and address: N/A CLERK CIRCUIT COURT' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Print Owners Name Notary Public Print Notary's N N/A N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specif ed) N/A nature of • ner V � asS e ra ,C - e Ct Sworn to and subscribed before me this 22 day of FEBRUAffey 00 OFFICIAL NOTARY SEAL JOSEPH DAVITZ NOTARY PUBLIC STATE OF FLORIDA rnMMI%ION *tO CCR24525 MY COMMTS90r3,F'XP . ?12.003 Prepared by: SUSAN LARA Address: 7173 NW 52 ST. MIAMI, FL 33166 a NAME: Prvspeiv r'cf,r - r - 4 ADDRESS: l n S O P 1 3 5 CITY: k ij Sk0r‘es COUNTY: PHONES: HOME:'7S7 / 3 TYPE OF INSTALLATION: I! Colonial Impact STYLE: Glass Clear A/C Instructions: sZ Type Window Out: Type Window In: I1 b }+Rw col. bray (will t' lain Non - Impact DIARAM 4 1 , 1 1 (4 / 14- 9 'rye I 90? fl 'S ')02 f '5 a _341 ht ]h cq ZI' V ATW SH DH CONTRACT DATE: 2— / Z- / 0 0 CONTRACT NUMBER: 3 S6 75 MEASURE DATE: 2 ( 2,7 d0 SALESMAN: Q v,S INSTALLER: /z S ft, Col - LOOKING: OUTSIDE /IN FRONT OF HOUSE 1 10) 't5 MASONERY: Inside Plaster Ple'I /y SILLS: Marble FINISH: Anod. BRONZE Block -up Sq. Ft. Bin Blk GSD RES DOOR OTHER AT Horz W DH SH Slider Std. Vt. 2/2 ( 2/2 OX Std. Vt. 1/1 1/1 XO XOX Brz. S/C K.O. A/C Wall Ven Fixed Operable ti a V 1 k/gd 1-19ul utgaPi GSD P.W.F. 2d2t 3/16 4d2t 1/4 Gr Grey OBSOBS A/C Reg. PW V Mulls Outside Stucco B/N Cera is White Esp. 4 in. Blk 449 1 107 d C STO = SI ' s ATURE Wood Casmt. Wood Steel Gate City Casmt. Cmt. Jal Full Store Alum View Front Door H.R.S.O. H.L.S.O. INSUL. Caulking Operators R/H White UH Grey P.W. /mp. DIRECTIONS: WHITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Series 2100 Aluminum Horizontal Sliding Window under 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 staled 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0429.06 Expires:04 /29/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 04/29/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 340 WEST FLAGLER STREET, SUITE 3603 MIAMI, FLORIDA 33330-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 This application 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. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Security Windows & Doors ACCEPTANCE No.: 98- 0429.06 APPROVED : APR 2 9 1950 EXPIRES : APR 2 9 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS L SCOPE 1.1 This 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 2100 Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No 97 -195, titled "2100 H.R.W.(XOX/XO /OX) — FTL1859/FTL1944" Sheets 1 through 6 of 6, dated 1/6/98, Sheet 6 of 6 with revision 1 dated 4/99, signed and sealed by K. A. Whitfield, 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. 3.2 For Design Pressure Rating vs. Window Size, see corresponding comparative analysis table for XOX or XO /OX configuration 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 J ach 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. Manu- Perez, P.E. Product C oFExaminer Security Windows & Doors ACCEPTANCE No.: 98- 0429.06 APPROVED 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 revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5_ Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 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. EXPIRES _ APR 2 9 2002 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. 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 1, 2 and this 1. t page 3. Manue 'ere -P.E. Product Co Product onto] Division END OF THIS A CCT PTA NCP APR 2 9 1999 xam finer 53 1/8' MAX. FRAME VIDTH "�— 23NT /16 D.LO. • I i' FIX LIGHT —� D.L.O. 0 a 4 INSTALLATION FASTENERS 'YMCA(' , 33 1/2 °D.L.[7, VENT X 7' 16 3/4' —10- 3/4 1/8" ANNEALED(DSB) FTL# 1944 2100 HORIZONTAL ROLLING WINDOW (OX / Xo) TYPil CA JEVATIION 1 09 3/4" MAX. FRAME WIDTH 5 1/4' 33 1/4 D.L:I]. FIX LIGHT 0 14' INSTALLATION FASTENERS 5' Q C CO CD Lf� 3/16" ANNEALED FTL #1859 2100 HORIZONTAL ROLLING WINDOW (OX / XO / XOX) J X AO N (A) 11 ,1 16 1/2' -y' 7' ,i 1/2" 'PROVED AS COMPLYING WITH THE OWN AIORMA BUILDING CODE TF 14 q -1L SCALE:12 =3/4 ODUCT I NTROI. DIVIS:CN ILDING CCDE CCMPL!ANCE OFFI E CEPTANCE NO ct LiJ 0 v l Z 0 w WTE 1 -6 -98 DWG. BY:JG CAC BY: 3/8" 0 1 /8" 3/8" WEEP HOLE FROM ENDS 13 3/4" A— 2.1250 2.1240 OF H.R.W. WINDOW 2" X 4 WOOD BUCK 1/4" SHIM TYP_(►MAX) 2" X P.T. WOOD BUCK OR 1" X P.T. WOOD BUCK SEE JAMB DETAIL FOR ANCHOR SPECIFICATION 3/18" DIA. TAPCON WITH 1 1/4" EMBEDMENT INTO CONCRETE MATERIALS LIST ITEM NO. 2 SILL 1 3 JAM B 4 END RAIL 5 MTG. STILE 6 7 8 9 10 12 13 19 21 22 24 HEAD DESCRIPTION VENT T/B RAIL VENT PULL FRAME ASSEMBLY SCREW INSTALLATION SCREW GLAZING BEAD SCREEN FRAME 14 SWEEP LOCK SCREEN MESH ROLLERS 15 BULB VINYL 16 FLAT VINYL 17) FLAT VINYL_ 18 FLAT VINYL SILL ADAPTER PILE W /FIN SEAL MTG. STILE SCREW GLASS ALLOY/TEMP 6063 —T6 6063 —T5 6063 —T6 6063-16 6063 —T6 6063 —T6 6063 —T6 6063 —T6 PART NUMBER 050 -00 -366 050 -00 -220 050 -00 -367 050 -00 -102 050 -00 -119 051 -00 -160 051 -00 -165 004 -00 -008 050 -00 -012 046 -00 -050 046 -00 -017 WIBORG WIBORG 046 -00 -030 046 -00 -038 051 -00 -353 047 -00 -001 COMMENTS / MANUFACTURE TIFTON TIFTON ALU MAX TIFTON ALU MAX TIFTON TIFTON f8 X 3/4" PHPH SMS SEE PG. 2 .0085 ROLL FORM/TIFTON TIFTON SECURITY SECURTIY WIBORG WIBORG 8.0 psf. WATER TEST 2 3/8" HT./TIFTON AMESBURY 8 X 1 SMS SEE ELEVATION APPROVED AS COMPLYING WITH Th SOUTH FLORIDA BUILDING CODE DA BY PRODU TROL DWVS:ON BUILDING CODE COMPLIANCE OFfjICE ACCEPTANCE NG. ^ b 2 c I✓ cc w 0 F-- w 0 0 cc C7 DATE:1 -6 -98 SCAIE:12 =5" DWG. BY:JG cHK. BY: 0 w 0 CC !L z 0 (!: 5 Ii CC 1 1/8' 110 SHEET METAL SCREW W!TH 1 1/2' EMBEDMENT INTO WOOD (rye.) FRAME VIDTH (MAX.) CLEAR DPENING -11250 SECTION OF H.R.W. WINDOW �2 X WOOD RUCK 1/4' MAX. SHIM 10 SHEET METAL SCREW 1 1/2' EMBEDMENT INTO WOOD (TYP.) 1 X WOOD BUCK / I' 1.3870 3/16" DIA. TAPCON WITH 1 1/4' EMBEDMENT INTO CONCRETE(1YP.) r 3/8' FRAME VIDTH (MAX.) CLEAR OPENING / 1.63 SECTION OF H.R.W. WINDOW SCHNEE MOREHEAD 5555 ADHESIVE BEDDING COMPOUND. /- 1 X WOOD BUCK 113750 /)I GLAZING DETAIL / FULL SCALE .312 GLAZING PENETRATION .0084 ROLLED GLAZING BEAD APPROVED AS COMPLYING WifH TIT SOUTH FLORIDA BUILDING CODE DAT RY PRGDJ CO"- ROI C =V S 3i! BUILD:NG C",:IF COMPL.::NCE OFFI" ACCEFTANC. ND. 9 95 - o 71 w 1 � o ›— 1--�0 a 0 w O U 0 U L7 X 0 0 X x ,� 0� x Q , D'rn 41 O 0 cr 0 I- N d w Q DATE:1 -5-98 SCALE:12 =6' DWG. BY:JG v z C cri w a CHK. BY: XOX WINDOWS DESIGN WITH GLASS LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB 74 44.0 110 8 2 85 26 44.0 110 9 2 97 26 44.0 1 05.6 9 2 109 44.0 44.0 92.3 9 2 44.0 96.8 6 2 37 74 38 -3/8 44.0 89.2 8 3 85 44.0 87.8 9 3 97 44.0 76.3 9 3 109 44.0 66.8 9 3 74 44.0 44.0 66.4* 8 53 1/8 85 74.2 44.0 66.4* 9 44.0 97 50 -5/8 44.0 60.1 9 44.0 109 44.0 53.1 9 44.0 74 4 44.0 52.4* 8 I` 85 63 44.0 49.8 9 44.0 97 6 44.0 46.4 9 44.0 109 6 44.0 44.0 9 (XO OR OX) WINDOWS DESIGN WITH GLASS LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB 26 1/2 44.0 110 2 2 37 26 44.0 110 4 2 53 1/8 44.0 110 6 2 60 44.0 110 6 2 74 44.0 96.8 6 2 37 38 44.0 110 4 3 53 1/8 44.0 110 6 3 60 44.0 95.9 6 3 74 44.0 73.0 6 3 37 50 -5/8 44.0 92.4 4 4 53 1/8 44.0 74.2 6 4 60 44.0 78.0 6 4 74 44.0 60.0 6 4 37 44.0 71.8 4 4 53 1/8 44.0 54.3 6 4 60 63 44.0 50.0 6 4 74 44.0 44.0 6 4 SECURITY ALUIV INUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 TYPO CAL E _EVATll ON (Al 3ASED ON TL -1859 109 5/8 "X63" 3/16" ANN. ITP: +6.60psf.(2 "SILL HT.) DP:( + /- )44.Opsf. )TES: 1. Exterior design pressures are limited by 6.60psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. BASED ON FTL -1859 109 5/8 "X63" 3/16" ANN. WTP: +6.60psf.(2 "SILL HT.) DP:( + /- )44.Opsf_ NOTES: 1. Exterior design pressures are limited by 6.60psf_ water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No_ 10 sheet metal screws. APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL. 33012 305 - 820 -0550 ROVED AS COMPLYING WITH THE OUTH FLORIDA BUILDING CODE AT aW..\L Y RODUC CO 'TROL DIV:S ON UILDINC CODE COMPL:AFCE OFFI E CCEPTANCE NO - apt LIJ 0 U SCALE: U cc CHK. BY: U U DWG. BY:JG DATE: 1 -5 -98 E n 0 Cr z c (: (XO OR OX) WINDOWS DESIGN WITH GLASS LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB 26 1/2 53.3 110 2 2 37 26 53.3 110 4 2 53 1/8 26 53.3 110 6 2 60 92.3 53.3 110 6 2 74 53.3 96.8 6 38-3/8 37 89.2 53.3 110 4 53.3 53 1/8 38 53.3 110 6 ' 60 -3/8 53.3 95.9 6 9 74 74 53.3. 73.0 6 8 37 85 53.3 92.4 4 4 53 1/8 53.3 53.3 74.2 6 MINIM 60 50 -5/8 53.3 78.0 6 74 74 52.4 53.3 60.0 6 85 37 49.8 53.3 71.8 4 97 53 1/8 63 50.5 54.3 6 109 60 44.0 50.0 50.0 6 7_4 44.0 44.0 6 XOX WINDOWS DESIGN WITH GLASS LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PS, GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB 74 53.3 110 8 2 85 26 53.3 110 9 2 97 53.3 105.6 9 2 109 53.3 92.3 9 2 74 38-3/8 53.3 89.2 8 3 85 53.3 87.8 9 3 97 53.3 76.3 9 3 109 53.3 66.8 9 3 74 50 -5/8 53.3 64.4* 8 4 85 53.3 64.4* 9 4 97 53.3 60.1 9 4 109 53.1 53.1 9 4 , 74 52.4 52.4* 8 4 85 49.8 49.8 9 4 97 63 46.4 46.4 9 4 109 44.0 44.0 9 4 SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 TYPI1CA ELEVATEION (Q) 3ASED ON 7 TL -1859 109 5/8 "X63" 3/16" ANN. IYTP: +8.O0psf.(2 3/8 "SILL HT.) DP:( + /- )44.0psf_ OTES: 1. Exterior design pressures are limited by 8.O0psf. water test_ 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. 4. *Design pressure limited by glass size_ BASED ON FTL -1859 109 5/8 "X63" 3/16" ANN. WTP: +8.O0psf.(2 3/8 "SILL HT.) DP:( + /- )44.0psf. NOTES: 1. Exterior design pressures are limited by 6.60psf. water test. 2. interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL. 33012 305 - 820 -0550 APPROVED AS COMPLYING WITH 11Z SOUTH FLORIDA BUILDING CODE DAT to L �- BY PRODUCT CONTPOL DIV'S.ON BUILDING CODE COf PLJ NCE th f IC: ACCEPTANCE NO. X - 04 1 -C1 w 0 0) 0 0 Q r >_. -�O DP Z 3 1 DAE:1 -6 -9H SCALE:12 =6' DWG. BY=JG D IK BY: JOB NO.97 -195 w Q 0 cr c u > Li (XO OR OX) WINDOWS DESIGN WITH GLASS LOAD CAPACITY 1/8" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) EXT ( +) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB . 26 1/2 69.0 53.3 69.0 2 2 37 26 53.3 69.0 4 2 53 1/8 53:3 69.0 6 2 37 38 -3/8 44.0. 37 38 -3/8 53.3 94.9 4 sr 3 . 53 1/8 53.3 69.0* 6 3 37 50 -5/8 44.0 . 64.1 37 4 53.3- 64.1 4 . 4 53 1/8 50.0 50.0 6 4 50 -5/8 (XO OR OX) WINDOWS WITH GLASS DESIGN LOAD CAPACITY 1/8" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB 26 1/2 26 44.0 69.0 2 2 37 44.0 69.0 4 2 53 1/8 44.0 69.0 6 2 37 38 -3/8 44.0. 94.9 4 3 53 1/8 .44.0 69.0* 6 3 37 50 -5/8 44.0 . 64.1 4 4 53 1/8 44.0 50.0 6 4 SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 TYPIICA ELEVATMN >ASED ON TL -1944 53 1/8"X50 5/8" 1/8" ANN_ /TP: +6.60psf.(2 "SILL HT.) DP:( + /- )50.Opsf_ 3 D OTES: 1_ Exterior design pressures are limited by 6.60psf. water test_ 2. Interior design pressures are limited to 2.5 X test D.P. 3_ *D.P. limited by glass size BASED ON FTL -1944 53 1/8"X50 5/8" 1/8" ANN. WTP: +8.00psf.(2 3/8 "SILL HT.) DP:( + /- )50.Opsf. NOTES: 1. Exterior design pressures are limited by 8.00psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. D.P. limited by glass size APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL. 33012 305 - 820 -0550 PPROVED AS COMPLYING WITH THE OUTH FLORIDA BUILDING CODE AT „L Zc Y R00;: C - ROL DWV :S'ON UILD.RG CODE COMPLIANCE OFFJCE CCEPTANC[ NO q$ -b , 4 -1 -cl :0 w 0 L7 0 r . LJ O l . Z .1 Q7 cn -mo 3 AC 8 z c e U� Quo LA o zm W 3 8 3,S 0 U w 0 0 „./` 1 1 DATE: 1 -6 -98 SCALE: I DWG. BY:JG 1CHK BY: JOB NO.:97 -195 U 0 d w z 0) w 0 0 U) z 0 L.! 19 -1/8' 26-1/2" 37" 19-1/8' 26-1/2" 37 53-1/8 19 -1/8" 26-1/2" 37' 53-1/8 19-1/8" 26 -1/2" 37" 53-1/8 8/ L -£S _L£ _ L/ L -9Z _9 /L -6L 1 WIDTH . WINDOI SERIES -2100 ALUMINUM SINGI DESIGN LOAD CAPACITY - PSF 74-1/4" (7) 63" (5) 50 -5/8" (5) 38-3/8" (3) 26" (3) HEIGHT 1 I 41.6 50.0 1 50.0 � 46.6 50.0 50.0 1 50.0 50.0 50.0 44 50.0 50.0 1 50.0 1 50.0 50.0 50.0 50.0 EXT. DSB -ANN. GLASS J I 41.6 66.9 67.0 I 46.6 67.0 67.0 I 55.1 67.0 67.0 44.5 63.9 67.0 67.0 65.7 67.0 67.0 1 67.0 INT. � 1 47.4 1 50.0 50.0 I 1 50.0 1 50.0 1 5 0.0 1 41.2 50.0 1 - 50.0 T 50.0 44.5 I 50.0 I 50.0 T 50.0 50.0 1 50.0 50.0 r 50.0 EXT. 3/18" -ANN. GLASS 1 I I 47.4 76.3 121.0 I 53.2 83.1 121.0 41. 62.8 i 95.5 j 121.0 44.5 -- 63.9 89.2 121.0 65.7 94.3 121.0 121.0 INT. 50.0 50.0 ` 50.0 1 41.4 50.0 50.0 1 50.0 49.9 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 EXT. ER 2) 1 V A. N A • • —' A P 4% O .CO 6 CO iA p) .. N V cr, k A 'V CO cA CO N (il Q, 65.7 94.3 1 131.7 1 182.4 INT. 1 P. GLASS 1 --2 / MIAMI -DADE Acceptance No.: 98-0901.08 Expires:08 /31/01 Approved: 11 /05/98 CONDITIONS co ✓ - i 0 o moz r N z� w w cn ocn cm o -1 - 11 cA O • Ut O "u,,, to Cn PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 2100 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. (This NOA renews NOA No. 95- 0330.05.) 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. fi Raul Rod iguez Product Control Supervisor BUILDING CODE COMMITTEE Internet mail arl rlrecc• nnclmactnrGll,..:li1:....rn . i n....l:., ., .. (Ink IT 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 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County 5" MAX. TYP. • ZPORATION k PRODUCT DESIGN 'AX. (305) 262 -6978 COMP— ANL \W98 -63SW 1- x w 0 O 0 TYPICAL ANCHORS 0 5" FROM CORNERS O 21-1/2" 0.C. MAX. SPACING 1/2" DRAIN NOTCH AT EACH END OF crpccu pr 1 CV' ° 1 /R" claIU AT d x V) WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 12 X 1 -3/4" SMS INTO 1BY WOOD BUCKS OR INTO MASONRY 3/16" TAPCONS WITH 1-1/4" MIN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR WET GLAZED WITH ALUM. COLORED ADHESIVE BEDDING COMPOUND AND ROLL FORMED ALUM. GLAZING BEAD GLAZING BITE = 3/8" TYPICAL TYPICAL ANCHORS O 5" FROM CORNERS O 21-1/2* 0.C. MAX. SPACING D MATERIALS Llsr ITEM NO. PART NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 050 -00 -367 050 -00 -375 050 -00 -163 050 -00 -164 050 -00 -162 051 -00 -160 050 -00 -119 050 -00 -240 012 -00 -832 050 -00 -000 047 -00 -008 050 -00 -000 007 -10 -016 050 -00 -000 048 -00 -002 046 -16 -005 047 -10 -009 046 -16 -030 046 -16 -030 QUANTITY 1 1 2 1 1 2 1 2 AS REQD. AS REQD. 4 1 AS REQD. 2 AS REQD. AS REQD. AS REQD. 1 1 1/ JAMB 2 AS REQD. DESCRIPTION HEAD SILL JAMB VENT TOP VENT BOTTOM VENT SIDE MEETING RAIL MUNTIN FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW WOOLPILE VENT SIDE BOTTOM RAIL ADAPTER ACRYLIC BASED GLAZING COMPOUND SWEEP LOCK ROLL FORMED SCREEN FRAME FIBERGLASS SCREEN MESH SCREEN MESH ROLL VINYL FIN TYPE WOOLPILE VINYL FLAP VENT BOTTOM BLOCK AND TACKLE BALANCE CLOSED CELL FOAM PAD ROLL FORMED GLAZING BEAD MATERIAL 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6063 —T5 MANF. /SUPLIER /REMARKS 8 X 3/4" SMS #8X1 " SMS O 7" FROM ENDS OPTIONAL O MTG. RAIL 1"X2"X1/4" AT EACH CORNER 3/8" MIN. TYP. GLASS BITE EXTERIOR WINDOW WIDTH 1/4" SHIM MAX. Engr. DR. HUMAYOUN FARGOQ STRUCTURES FLA. PE # 16557 TYPICAL ANCHORS _ SEE CHART FOR SPACING I 4 APPROVED AS COMPLYING WITH NE SOUTH FLORIDA BUILDING CODE DATE oqEnti\z1.eGt- QS i9151 BY 'ie.... _ JL i PRODUC 'ONTROL D!VS:ON , BUILDING CODDE�COMPLiANCE OFFICE ACCEPTANCE N0.7 a- -Q�.e. z N w 0 O 0 w -J CD z J 0 O N W N 0 0 Z_ D Z _ -5 w J Q r7 w o u rn O_ N C c O a U N a) a) 0 O 0 ) 0 • 1 0 a ( drawing no. 1 I tarn n n -7 2.177 F .062 1.199 L 1.000 FRAME HEAD .812 I 1 .062 1.012 L.969 J MEETING RAIL 1.387 .062 -AIL VENT TOP RAIL 1.625 .062 1 1.331 I 1.350 9 1- .937 VENT BOTTOM RAIL .812 c .887 .062 -4.- EOM 1 -.040 67 8 ' .153 I F-- 308 BOTT. RAIL ADAPTER x°- 1.075 .062 .937 -I .625 SASH SIDE RAIL FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER MUNTINS ATTACHED WITH TABS VENT BOTTOM CORNER M 0 0 c O 0 N 0 0 0 0 .062 .937 S_ Fes- 2.125 2.327 --1 1.982 1 -- 1.25 0-{ F 1.375 L .062 1- -1.375 ----I 2.125 Engr" DR. HUMAYOUN FAROOQ STRUCTURES FLA PE # 18557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE D' VE b€2 OS 19943 BY PRODU • T F:Oi D:': S SUILDiNG CODE COhiPL ANCCE OFFICE 'CCEFTA ?SCE NQ �i$- _Q�D.'0g co 8 0 0 Fr W o H E- o 2 nn O v, W O z M 0 o t z 5 r) ui O N l 7.1 W N F I I N E d 0 t drawing no. WQR -R� Acceptance No.:99- 0104.02 Expires:01 /02/2002 Approved: 02/05/1999 oiv = f' c v �v !c y o° PI CI 2 CI :2 8 ii ); ii r i9 ..,t m A P Alrl r 0 Ac V1 n m = _ ° 6i ?a yo x o _ xco z g z i ""' y mx ri 22 g�x vN g z zl a tn c r ,, m. 6 � • g 8 ° 6 -v eV Pa s ° o o 0 'O n G N ,„� I ri Zi QN r PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Internet mail address: postmaster @buildingcodeonline.com MIAMI-0ADE 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 Security Windows & Doors CONTRACTOR LICENSING SECTION 5100 NW 72 Ave. (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullions (non - reinforced) under 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 application 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. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp: / /www.buildinpcodennlinp ran, J \ 1 ATION DUCT TESTING a f • iQ r) R (V U) m 20 1 "x2 ALUM. TUBE 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE ^,8. OR C .MULLION LOAD CHART HORIZONTAL MULLION TRIBUTARY WIDTH = w1 + 12 2 V1 V2 a 0 Q U r ` 0) W •n O 1-V1 MULLION LOAO CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANC HORS TYP E A.B. OR C GLAZING PRODUCT 0 GLAZING PRODUCT V2 1 TRIBUTARY WIDTH = w1 + W2 2 1 - x3" ALUM. TUBE ND STEEL SC1X3R �■■101■11: STEEL S 1"t 1∎1 \l•1\\11• 1110111111112111••••1111111 -- \11111\i1�1 ■�■ • m I11�1i�1\ ■11 1���11•• 1 • 11 m e®►II1�1� ILEIR ® EWE -I °° 111\11111 ►11 11■ oz m \ "'' •11111311111111331164. •11111311111111331164. •11111311111111331164. •11111311111111331164. MINIM o m 111111111111111•111111•11 NMI n 11•1111•6111111111111. NMI 111111111111•1•66111 '►�ii1i! SINK. . \`1 ■1s \1�1 ME\ ►�1 \11'.�''ii► ■11 MINI' = �nl1g� \�1 MULLION LOAD CHART ANCHOR LOAD CHART 1 - xl" ALUM. TLBE 20 30 40 SO 60 70 B0 TRIBUTARY WIDTH INCHES NNCr1ORS TYPE A PLOT -L-3 30 40 50 60 70 80 TRIBUTARY MOTH - INCHES APPROVED AS COI:PLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i ► u 1 y�� 8? /i 0 PRODUC O.TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR ,S 1 m MULLION LOAO CHART x0 PT Cll. 02X4 2 x4 - x1 /B” ALUM. TUBE 16 , 5 -' '' V , iriallalmommum ■11.11M11111Mr \11111 1 RSii1\111 X31\\1_►\ ►11►111_•■•1►1•■ \1•\11►3••111•1011111■ f►l11•1111111_11• ®11 •1\`11••■,11►` 11111111111111111111111•11•1111111110111 11163911•1•11101R1111111111111111 1111:�1111111■\ 1111\11•1111111 •_11NI 1►I!lM1•1■1•\'11 ►11131111111111111•1► 11111,111111■ 1,111111,11111 \h►s1is1an.n_11 O 0 m C\3 20 30 40 80 60 70 80 TRIBUTARY WIDTH - INCHES 111M10-- \,■1101 ANCWR$ TYPE 8 11111111110111111111111=imi niummenummum 1111111 ► \ ■111M111_■ '1"„\!■.,,E■11■■ 1it,�111�r��1t�C1I��1�;1 IIIMI 1:111111111 ■-1 1MINIM .111♦.,. 111=3 ►i111■1`►0 1111 ∎11101\111 1111112IMMILMILI/\ 1•1111111EMINSMEN ■1111__1► ENSAM ■_111111111MSE 20 NC ANCHOR LOAD CHART 8 w 0 O 0 IIYCa QZLb IIIP 30 40 50 60 70 80 20 30 40 TRIBUTART WIOT 3;t 1 RENEWElYIeUTARY ACCEPTANCE No. Q k- D 10 L. Q 2_ _ E ki IRATION DATE N - O 7 .0 0 • L • '3y PRO UTLDIN CT CONTROL DIVISI i I £COMPLIANCE O MULLION LOAO CHART 2 x6 - x1 /8 ALU1I. TUBE N �1■.�'1 \ ���■� 1111••\3111•1111111•111■ I1101►�1 ►e11 X101 ►. 1•e•1l1••ii1ii111. 1 111110•1►11•:51•1t11 ° \N\!1IMIN11\ •►III• U E, 11•1•11•111111111 111111► ■1151•11 o in •■•1:11•1•i1••1 • 11.111,111,•111'a'•1111■• 11\111 \•1ITEMI 11 11•1•••►111110•111■ 11111•1111111 P 1111171 \�1`1■ • 11111111.111 20 30 • 40 80 60 70 80 TRIBUTARY WIDTH - ING-ES ANCHOR LOAO CHART 111M1111\11EIM M1 1M1111►11M111� moomm .■.en,. •11211 11\1 a \1\ \ \11 1•11►11111111►1111111IN 111•111•011•111111131011. 111,,,,■► , ,611' 111•111111111•11111•12111111111 11•►1111111724111► 11111111151MI i3iM1 ••111!1RIMI\1\ ■11••►lI111USI 1111111►►; 111111111M 111 ',4 Aj.40-41ORS TYPE C «LT -C S0 60 MOTH - 70 IND-CS 80 ENGINEER HU AYOUN FAR000 PE / 16557 N U 4 199E 0 z 0 Z U w N tai > Z( r ) C C Z U O � u o<c r c 0 0. U O i 0 0 5 drawing no. M95 -08A (3heet 2 of 3 a000 Lan 2 X 2 X 1/8 ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG ANCHORS TYPE 'A' 1.500 —I Mur d. - Lsoo f l PRECAST SILL :.._._.. a CONC. . • PRECA.ST 'CONC. 3/16 DIA. TAPCON SILL = 1 -1 /2" MIN. EMBED 1/ ANGLE f 14 S.M.S. 1 -1/4" MIN. EMBED INTO WOOD 1/ ANGLE f 14 S.MS. 2/ ANGLE 2.000 WIN 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X -2 X 1/8" ALUM ANGLE 2 -5/8" LONG 1.500 MIN ANCHORS TYPE ' B' f 14 S.M.S. 1-1/2" MIN. EMBED INTO WOOD 2/ ANGLE Q d'. Q • 2.000 Lan MULLION CLIP .718 .125 TYP -- L141 --j 3.000 (ALT. TO ANGLES) THIS CUP TO FLOAT INSIDE MUWON (No SIDE =ASTENERS REQO.) 3.000 MUWON laN ANCHORS TYPE t C' •t11•.• 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG 1.500 M!N NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY 7 d '- CONCRETE OR CONC FILLED BLOCKS - i/4 0 TAPCON 1 -1 /4" MIN. EMBED 2/ ANGLE 3.000 L PRODUCT RENEWED ACCEPTANCE No. C - O 1 O `} - O APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :. Si::/: 19.9 ‘2 BY //,� PRODUCT ORTROI DIV!S:ON �^ BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9 - 12_13 -01 Mw P • DUCT CONTROL DIVIS �. DE COMPLIANCE : CE W000 BUCKS NOT BY SECURITY ALUM. MUST SUSTAIN LOADS IMPOSED, ENCNEER: HUMAYOUN FAR000 PE f 16557 c U 1 r c O U `17 Gi o ° n 134 u. .o 0 1 draw no. M95 -08A (3heet 3 of 3 Ty NAME: Pospetv ti-cere,ra ADDRESS: ) O CITY: HuNi $heres COUNTY: PHONES: HOME: 7S'7 ` 2-3 7- ttb3 DIAGRAM ow Out: indow In: ATW Std. Vt. Std. Vt. structions: SH 2/2 1/ S/C NC Ven all Fixe Inside Plaster arble Horz Slider OX XO P. 3/16 1/4 4d 3d3t Grey NC PW Operable Full View OBS Reg. Mulls H.L.S. INSUL. Caulki Col. ial Imp. ASONER LS: Anod. .. Ft. BRONZ Bin Blk Steel Casmt. E' GNATURE Wood a t. erators R/H Stor Fro Alum Door Plain on Impact SH DH DOOR OTH CONTRACT DATE: 2,—/ L l 0 0 CONTRACT NUMBER: 35 6 74 MEASURE DATE: 2I1210O SALESMAN: 'Le' 0(1645 INSTALLER: TYPE OF INSTALLATION: LOOKING: OUTSIDE/IN FRONT OF HOUSE Wood Gate City FINI Bl.ck -up DIRECTIONS: HITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN Brz. White Grey P.W. VI J J J 2 4 4 a s £ X < O E LA cc W O � 0 Q 0 I cc O 4 .325" '0 d 2>I "F" TRACK SCALE HALF SIZE 12 S0" COVERAGE 090 " (TYP) WINGNUT SCALE HALF SIZE C I BOTTOM MOUNT 6 -1 /L" (TYP) OO OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNr OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP MOUNTS SHALL BE "n" OR "U" HEADERS BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Cal 6 -1/4" O C OR DIRECT MOUNTS WITH ANCHORS 6 -1/4" O C 1/4" MAX 01 /04/00 13:00 5 00' 1 5.0" 11 ?� 30 I L69" W IO TH UNLIMITED (PERP TO PANEL SPAN) SECTION EXISTING CONCRETE. HOLLOw BLOCK OR w000 FRAMING PRODUCT MARKING PROOUCT MARKING LOCATION 150" it 50' O STORM PANEL SCALE 3" = v -0" X E 0 en 00 STANDARD CHANNEL SCALE HALF SIZE OUSE 1" = 1'" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 8. TYPIC L ELEVATIONS OS b 16 (TYP 1 11 00" f-t EXISTING CONCRE TE. HOLLOW BLOCK OR WOOD FRAMING PLAN VIEW 5 00" 3500" TOP MOUNT / OVERLAP FASTENERS {SEE PLAN VIEW b NOTE 81 (OPTIONAL LOCATION) _ I 1 00"1 a -Y 1 O PTIONAL LEG OIREC TION 1" x 1 TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS 15 REQUIRED SEE SEPARATION FROM GLASS SCHEDULE. SHEET L. ANO PLAN VIEW b NOTE 8 SHEET 1 J D tz N J J J Z Z < < a £ X CZ O E N a W Q N LL 16 GAGE GALV STEEL GRADE 50 16 375" 1813" 1 2 000' O "h" HEADER SCALE 3" = 1' -0" 6Th SOFFIT CHANNEL SCALE HALF SIZE L, OVERLAP FASTENERS TYP (SEE NOTE n 81 / 16 GAGE GALV STEEL NGLE CLOSURE PIECE 1" . 2'" MIN TO 2 , 5" MAX FASTENER (A 12" OC FOR DESIGN LOADS LESS THAN OR E0UAL TO 100 PSF ANO 8 0 C FOR DESIGN LOAOS GREATER THAN 100 PSF 1SEE ANCHOR SCHEOuLE FOR ANY ACCEPTABLE ANCHOR) 0 2 000 r- e. o � 062 - TYP) 1 751 100" 6 -1 /L' (TYP) 5.00" 16 GAGE GALV STEEL GRAOE 50 OPTIONAL LEG DIRECTION f 14 GAGE I GALV. STEEL 5 00" MAX CLOSURE SCALE 3" = r - 0° WID UNLIMITED (PERP. TO PANEL SPAN) 1/4" MAX 1751 1 SECTION► ^ pc v � J OVERLAP FASTENERS OR REINFORCING TOP 3. BOTTOM MOUNTS SHALL BE "F" ANGLES WITH STUDS Cal 6 -1 /L" 0 C OR WITH ANCHORS Cal 6 -1/4' 0 C 1/1.-20 x 3-8/2 BOL WITH WASHEREO wINGNU TS 10:1 12 -1/2" OC ( TYPI EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING 0 4 0 0 L 0 050" TOP MOUNT 070 OR OIRECT MOUNT 1 x r' TUBE. MAY BE USED WHERE REDUCE0 SEPARATION FROM GLASS IS REDUIRED SEE SEPARATION FROM GLASS SCHEDULE, SHEET L, ANO PLAN VIEW 8. NOTE 8 SHEET 1 OVERLAP FASTENERS ISEE PLAN VIEW 3. NOTE 8) BOTTOM MOUNT L 00 OR (DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) TUBE REQUIRED TRACK OR STUOOE0 DIRECT MOUNTS 1 /L MAX PLAN VIEW SCALE 1 -1/ 2" • 1' -0" 2.000 250 I J.- { 1 813 I f 1987" O "h" HEADER SCALE 3 = r -0" 11/ 32"0 938" GALV. STEEL GRAOE 50 OR ALUM. t = MIN 085" KEYHOLE WASHER SCALE . HALF SIZE w J 0 1 2 t11- J J Z Z 4 4 as E ¢ < E 0 Q W N LL Q 1L USE 1" 1 1" . 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 b TYPICAL ELEvATIONS t5 b 0 (TYP 1 74 O "U" HEADER 2 SCALE . 3" = 1' -0" STEEL TUBE SCALE . 3 " = 1' -0" WIDTH UNLIMITED 16 GA. (PERP TO PANEL SPAN) SECTION 1 - 3/8. - OVERLAP MIN - Si 12 IL GAGE GALV STEEL ANGLE CLOSURE PIECE 0 5a GENERAL NOTES: '� —� 12 /2 BOTTOM MOUNT (TYP) OOB OR DIRECT M0UN T TYPICAL ELEVATION (SYSTEM 3) NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 3. BOTTOM MOUNTS SMALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Cal 12 -1/2" 0 C OR DIRECT MOUNTS WITH ANCHORS 8.d 12 - O C .125 6063 -T6 ALUMINUM 5 MAX ANGLE SCALE 3" = 1' -0 " 16 GAGE GALV STEEL 2 3 L. OR 5 " FLORIDA STORM PANELS. INC. OPA LOCXA, FL DADE COUNTY PRODUCT CONTROL APPROVED r1 .093 TYP. 1 I 1.50" 1 f O ANGLE SCALE 3 = 1' -0" X093" TYP. 1 /1." S S -STUD FETAILS FOR SPACiNGI 6- 1/L'L0 C. OR 12 -1/2" 0.0 (SEE ETAILS FOR SPACINGI ANGLE O STUDDED ANGLE SCALE 3" = V-0" SCALE 3 = 1' -0" 1. THIS SHUTTER SYSTEM IS OESIGNEO IN ACCORDANCE WITH THE SOUTH FLORIDA BUILOING CODE 1998. EDITION FOR MIAMI -DADE COUNTY. 2 POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOAOS FOR BUILDINGS AND OTHER STRUCTURES TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = 035") CONFORMING TO ASTM 4653. STRUCTURAL DUALITY. GRAOE 10, G 60 GALVANIZED COATING, WITH A MINIMUM Fy a 8.6.7 KSI , ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6. U.O.N. L. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS. 5. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USEO IN PRODUCT TESTING. 7. TOP b 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 TO OVERLAPS AT MIOSPAN TO A 1 x 1 x 16 GAGE STEEL TUBE USING 1/4-20 1 3 -1/2" BOLTS W/ OlE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 15 b 16 1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1 /L -20 • 1 BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 15 b 161 FOR PANEL SPANS LESS THAN 33'" OVERLAP FASTENERS b TUBE ARE NOT REOUI E0 NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 17 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203 DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CT() TEST REPORTS No 95 -032 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 MOMS OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED" _ 2" MIN FASTENER 8.d 12 0 C FOR DESIGN LOADS LESS THAN CR EQUAL TO 100 PSF ANC/ 8 0 C FOR DESIGN LOADS GREATER THAN 100 PSF (SEE 4NCH0R SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING APPROVED AS COMPLYING V11TH THE SOUTH FLORIDA BUILDING CODE DAT / 1_.rai. 2� VDU BY . . L. �. PRODUCT 8 • OL DIVISION BUILDING CODE MPLIAN,�E OFFICE ACCEPTANCE NO 7q 4 U Zz I _ N W I— I- Q g 0 O O O 8.n y 8./3 0= Q W W =w C) z > ) W N y W z Z U W —< Zp, >2 �,,, < 0 V � i A QJ (�j W O N C 0 ola 1 111 NO TEO n e No 0 0983 7/19/99 1 V.J. KNEZfV1H PROFESSIO 8. INEER AFL L. I PE •C = AS r a•vgn by t l vJK ora...n0 no r ar.vn 6M l C (cnua=a by ` V JK 99 -097 Sheer 1 O1 1. GLASS OR 000R GLASS OR ODOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEOuLE. REFERENCE CONNECTION 'TYPE 2' SEE MIN. SEPARATIO _ FROM GLASS • i SCHEDULE (TABLE 2) 1 L_ FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING ANGLE TO WALL DETAIL SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) IIP it / AM \NSat\ \ \ \ \ \ \ \ \\ 1 \1 1 MBE DME4 / _ A WOOD STUOS (jfl 24" O C MAX SCALE 3" = V -0" WALL MOUNT SECTION SCALE 3" = 1' -0'• Y w14 51-1 5 Col 10" OC 2- I/ 4. . L - 1/7" 5 S LAG SCREW Cm 2L O C MAX w/ 1 -3/4 PENETRATION IN CENTER OF STUOS 1 4 : 125 OR .. . L" . 12S' AL IUBE ON 2" • 6 P T '000 W/ 1/4 "m LAG SCREWS (A 12" 0 C W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH S Tu0 ANGLE THIS OE TAIL MAY BE uSEO AT TOP OR 90T TOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT b WINGNUT Q9 CA 6 -1/4" 0 C. OR 12 -1/2" 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) l/L - 20 MACHINE BOLT L WINGNUT 119 (d) 6 -1/4 0 C OR 12 -1/2" O C uSE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 SEE MIN. SEPARA TION FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR OCONT EXISTING W000. CONC OR HOLLOW BLOCK STRUCTURE -- (TYP 1 O m E GLASS OR 000R SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPED' EQUAL EQUAL 1 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" = 1' -0•' a0 2 O WALL MOUNT SECTION E (DIRECT MOUNT) 1/4 MAX EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING x 12 2 0. W J 2 a X 1/L -20 MACHINE BOLT £ E. WINGNUT 90 Cal 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) REMOVABLE FASTENER Cm 6 -1/4 O.C. MAX. FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2" O.C. MAX FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 •. USE 1/L -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER © ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER I /4 ELCO MALE WITH WASHEREO WINGNUT (A 6 -1/4 0 C MAX FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2 0 C MAX FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION .TYPE 1 • . EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ITYP.1 SEE MIN. SEPARATION FROM GLASS OR 000R EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4 - MAC7 OLT b WI NUT O.C. "a —•• T TOP & BOTTOM I � 112 O R 30 11■ 1/4" MAX �v2 4 1 /" FOR COMPONENT A 2 OMPONENT AN R ' .� , J� 10 • = ,, m _ O = 1 _ ._ 0 2 w 2 4 0. X a £ FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPEt• OR 1" • 4 • 12S AL. TUBE (OPTIONAL( — GLASS OR 000R SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 EMBED 0 F SOFFIT MOUNT DETAIL SCALE 3" = 1' -0` FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • OPTIONAL LEG OIRECTION NOTE : USE OF THIS DETAIL IS LIMITED TO —_72 PSF. 1/4 -20 MACHINE BOLT 2- S WINGNUT 0 Col 6 -1/4" O.C. OR 12 -1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3•' = 1' -0•• THREE 1/4'•0 W000 SCREWS w/ 2" MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1 " MIN EMBEDMENT (TYP AT EACH JOIST, TRUSS OR RAFTER CA 24" O.C. MAX 1 2 , W000 JOIST. TRUSS OR RAFTER 1112 SMS BETWEEN TRUSSES (rD 10 0 C MAX r- 1/4" MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CON L DIVISION BUILDING CODE COMPLIANCE OfFIC ACCEPTANCE NO 0 4 G D 0 � d Zz _ H N Cl) W I. O O O CO y CI) a: ¢ W W I W C.) - Z r . WJ N W Z O 01 m 3 C 0 a. {. l AS NOTI0) dean?. or l V I V.J. KNEZEV)C IPROFESSIO CR r NEER FL Lice- s Nia PE 0! 1.983 FIFO 2 1999 7/19/99 ar..+n by mC cnrcl..a 6y] V 1X Or.v.ny no 99 -097 ( 2 of L. 01 /0a /00 12:55 STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR NEGATIVE DESIGN LOAD (W) (P.S.F.) MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (a1 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 O.C. STUDDED ANGLES WITH STUDS © 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (D3 6 - 1/4" O.C. STUDDED ANGLES WITH STUDS p 12 -1/2" O.C. OR DIRECT MOUNTS WITH 'ANCHORS @ 12 -1/2" O.C. MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 - 0 11 - 0 - 8 - 8 40.0 11 -0 11 -0 8 -8 50.0 10 - 10 -6 8 - 60.0 10 -1 10 - 8 -8 70.0 9 -8 9 - 9 8 - 8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 - 1 7 - 2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5 10 120.0 5 -9 7 - 11 5 -5 130.0 5 - 3 7 -8 5 - 0 140.0 1. -11 7 -4 1 . - 7 150.0 4- 7 7- 1 4- 3 160.0 4 -3 6 -11 1. - 0 170.0 4 - 6 -8 3 - 180.0 3 - 10 6 - 6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 - 11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 - 11 230.0 3 -0 5 - 2 2 - 9 EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING OG ALT. BUILD -OUT MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SCALE : 3" = 1' -0' ALUM OR GALV STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • O 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK (XIS TING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE SCHEDULE. REFERENCE CONNECTION • TYPE 1 • CONNECTION' TYPE 1 • j.E MBE0 ITYP1 1/4 - MACHINE BOLT L WINGNUTO9 @ 6 -1/4 0 C. OR 12 - 1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMING CONNECTION' TYPE 1 • ( SEE MIN EPARATION FROM GLASS SCHEOuLE (TABLE 2) SCALE • 3" . 1' - 0" I/4 -20 MACHINE BOLT L. NUT CM 12 0 C. (TYP. TOP L BOTTOM) EQUAL 1/4 MAX. 0 . 1uta L ALUM OR GALV S EEL SPACERS AS RE0•0 0 F AST ENER.SEE ANCHOR SCHEDULE. REFERENCE CONNECTION• TYPE 1• EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING ALT. "F" TRACK CONNECTION SEE MIN SEPARATION FROM GLASS SCHEOULE (TABLE 21 "FII TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1 • SEE MIN. SEPARATION FROM I/4 -20 MACHINE GLASS S CHEDULE BOLT L WINGNUT (9 (TABLE 2) Cis 6 - 1/4 - 0 C. OR 12 -1/2" 0 C. USE STORM PANEL LENGTH CORRESPONDING 10 STUDS SPACING (SEE TABLE 11 TYP, TOP L BOTTOH SCALE 3" = 1' - 0" 1/4 -20 MACHINE BOLT L WINGNUT (p 6 -1/4 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 1/4 -20 MACHINE BOLT b WINGNUTO9 (A 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 IN 5/8" STUCCO ua N ! EM8E0�� FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 ANGLE MAY VARY "F° TRACK CONNECTION TO NEW STRUCTURE DETAIL 0 x N 5 TO NEW STRUCTURE DETAIL ALT. CORNER DETAIL SCALE . 3" . 1' -0" 0 A B L E 2" BE 2 • 125" MIN CONT 3105 - H14 OR 6063 -T6 ALUMINUM ALLOY OR 10 GAGE GALV STEEL ANGLE 13 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2" = V -0" 1/4 -20 5 S BOLTS 1. WINGNUTSO9 (61 MIOPOINT OF PANEL SPAN OR Si 0 C. MAX ITYPI OPTIONAL HANDLE LOCATION NOTE: 0 O A 3 /8 "m HOLE FOR FASTENING PANEL 8" = 3" = 1/4 : 1' - 1 -1/2" ALUMNUM ANGLE 0 1-1/2" • 1-1/2 - AL. STUO ANGLE 1/4' 3/1. 1 -1/2' INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE N.T.S PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE (MAY BE 1 OR 2 PANELS WIDE! B = 3" = 1/4" • r - 1 - 1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE . 1 -1/2" . r -0" 1 /4 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC (O 3" 0 C OR 1/4"0 POWERS STEEL DROP -IN W/ 1 - MIN EMBED. IN CONCRETE (A3 "0C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT J'V-L' Br 2/ P By 1/111~ PRODUCT CO ' DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 92- U Zz N H I_ 0 0 ° (n ¢ ¢ ojf IW U — 2 > . w-� N N w2 Z U U W U 2 2 • w 2 LL • 0 5 N N 2 m P P 01,=. CI tl•••gn by V14 ora - by 1 [ Or MC Cn•CF•C by v1K or a..•n0 no. 99 -097 Sheet 3 of I. nt /na /no 12: 54 ANCHOR SCHEDULE F.= ASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING KNUCTUI# ANCHOR TYPE LOAD ( PSF MAX. (SEE NOTE 1 ) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5•-6 "• (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0•" (SEE NOTE 1) SPANS UP TO S' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0"' (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE 7 1i1uWE] ZIM 4 8 125 125 12.5 12.5 9 8 125 5 6 25 12 5 125 12.5 125 11 125 125 7 11 62 12 5 12.5 10 11.5 5 6.25 12.5 3 5 12.5 12.S 12.5 12.5 7 10 12.5 4 8 T1/4 Olrw TAPCON W/ 1 - 1/2 - MIN. EMBEDMENT 72 125 10 9 125 4 5 12 3 4 12.5 12.S 12.5 12.5 5 9 12.5 3 7 92 125 6.25 7 12 3 4 9 / 3 12.5 7 11 12.5 3 7 12 5 2 3 0 8 /; 3 8 1: 3 8 3 10 /i 2 4 10 // 4 10 4 lu`tm I,,,,,,,,,",,,,,,,,,,= a !e " "' ° " " . 1/4 - 0 EL CO MALE/ FE MALE - •PA.NELMATE" W/ 1= -1/4 MIN. EMBEDMENT 1A1ITH 1/4- 20 MACHINE SCREW OR WINGNUT 4 8 12.5 12.5 11 12.5 6 7 12 5 12.5 12.5 12.5 12.5 6.25 8 125 6.2S 62 12.5 125 10 8 7 7 12 10 8 3 / 5 4 9 8 6 4 0 3 V 12.5 12.5 12.S 10 7 4 10 8 12 10 3 6.25 3 5 9 5 8` C 3 • 5 72 92 12.5 4 6 3 • 230 5 // f 5 r/ 5 V'/ 5 �' S / r/r// 1/ - POWERS •1d/ 7/8•' L 1/4 - 2o Sa.TEEL MAC CALK E MBEDMENT STAINLESS HINE - IN SCREW 48 12 5 12.5 12.5 12.S 12.5 10 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.S 12.5 10 12.5 62 125 125 125 12.5 7 8 125 5 625 12.5 125 12.5 12.5 9 12.5 12.5 6.25 10 72 125 125 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 7 11 12.5 5 9 92 125 8 8 12.5 L. 5 125 3 L. 12.5 10 12.5 12.5 5 8 12.5 3 7 230 11 5 3 // 11(4 /13 117/ 3 125 3 6 125 3 6 12.5 3 6 48 6256256256256256256254 6256256256256256.25625625 4 6.25 62 625625625625 4 6256 5 625625625625 4 625625 6 25, • r 6 5 4 3 ` 1/4 POWERS ZAMAC NAIL - IN W/ 1 -L /8 -MIN EMBE OMEN1 72 525525625625 3 5 625 4 6256256.25625 6 25 6 6.25 3 6256.25, 6.25 5 92 6 2 -" 25/ 4 6 25 3 2 3 0 5/ S �•`` / /, 5//,�/ 6 5i 3 6 0 3 6 HOLLOW CONCRETE BLOCK - 1111j111mj�11�1�j��11]>�111v 48 125 125 7 9 3 4 7 j 3 125 12.5 10 11 '4 625 9 7 6 4 r /__ , r 5 4 3 6 2 11 6 25 5 7 / 3 5/, e 625 3 5 o © N I J rh m 12 5 12 8 8 S 7 9 5/ 5 7 5 4 6 // 3 - 1/4 ITW TAPCON W/ 1 - -1 /t. MIN EMBEDMENT 72 10 /.. 7 3 3 5 / J L \ Q m 92 9 3 5 230 3 ' / / 3/ , .• 4 '. / 4 J / / 4 P. '� ,,,,,,,,,..,,,,,;, „,,, 7 d"ki 1/ 4 EL MALE/ FE -MALE ' NELMATE" W/ 1R - 1/4 MIN EMBEDMENT • WITH 1/4 20 MACHINE SCREW OR WINGNUT 48 12 5 12 5 11 12 5 6 7 12 3 5 12 5 12 5 12 5 12 5 6 25 8 12 5 4 6 2S 62 125 10 8 12 3 S 9 4 125 10 10 12 3 625 9 J � 5 72 125 7 7 10 / 4 8 3 125 7 8 10 3 5 8 4 92 12 5 5 4 5 8 / 3 6 25 . f 12 5 4 6 25 8 // 4 6 25 3 230 . % ; 5 ��j 5 //i 5 ////// S /// 5 4/ / 0 fl 48 125 125 9 125 5 6 10 3 4 125 125 12512 625 9 12.5 I. 7 62 125 9 7 10 4 8 ', f 3 9 4 7/ 3 125 125 11 1112' 7 9 4 7 11 3 6 10 8 if - if - , c - co A O 5 4 1/c - POw.ERS w/ 7/8' a 1/4 -20 STEEL MAC1~INE CALK - IN E MBEDMENT STAINLESS SCREW 72 125 6 625 92 11 3 5 4 r / ! / 7 r 3 , / �5 // h I J 125 5 4 7 /' 3 8 S 3 1 S / 3 3 230 48 625525625625 4 625625 5 625625625525 5 625625 3 6 Q 62 625625625625 5 625 4 625625625625 3 6 5 625 625 4 4 ) 1/4 ZAMAC W/ 1 EMBE POWERS NAIL -IN -7 /B•• MI N DMENi 62 625 5 25 4 5 625625 3 5 ��' 5 4 % 4 6 4 3 ro 3 4% / ' 4 �i / 625 S 625625 72 6 2S 3 6 25 6 25 3 2 30 4 x 4 i 4 FASTENER ANCHOR SCHEDULE DESIGN LOADS ANO SPANS MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD ( PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' - 0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 OOOM 1 -5/8 48 11 11 11 11 11 7 11 8 5 q 6 2 11 11 8 11 7 5 11 5 1. _11 1/4 W000 LAG w/ 1 - 3/4•• MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO W000 GRAIN 72 11 11 7 11 6 4 11 4 3 92 11 8 6 11 4 3 11 3 230 11 • / r / � . 11 3 l 11 / /r� 10 - 1 48 6.25 • 6.25 6.25 5- 7 6 6.2S 4 111111`1 62 6.25 • 6.25 6.25 8- 8 1 . 6.25/ 3 5/16••0 0.0. BRASS W000 BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/1."0 M N. EMBEDMENT T 72 6.25 3 6.25 6.25 4 6 3 92 6.25 4 6 ` 3 4 230 1. " / r / 4 i Prt 4 'f QCDJW N MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (P.S F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN ) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 -0 3 3 N/A 2 -7/8 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 70.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 n. In • Inn ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 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 ANO 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. S. 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 PIECES. MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 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. N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES 9 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 SOUTH FLORIDA BUILDING CODE DAT 1 2 )aa o BY • . PRODUCT CON IL DIV!S:ON BUILDING CODE COMPLIANCE OFFICa ACAMICE N0. 7' -OFO4t O/ CU Zz _ - N co w � � U - 0 �h v) ¢W 2 otS W 00 - 2 r w- N Wz Z U to 2 t 1 >0� O z J O O w 0 ° (=z ^O m _J U' a c ( o LL '-O-4 co 7 a 2 L O N - c .It O - ol0 O > - of • -I FE V.J. KNEZEVICH PflOFGSSIONAL EENCI EEI FL L■cen/ No PE 0..0 83 KC 199 041 7/19/9' 1 AS NOT[O n ia•s.gn oy 1 ch•c o V 1K I V,1 01,..019 no 99 -097 ' sheer I. of COPYRIGHT 0 '1999 KNEZEVICH E. ASSOCIATES. INC.