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237 NE 100 St (7)Mortgagor PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 7 Date / ® Job Address 237 N I:7 /00 ST Tax Folio 1 / 3 2.D 40 013 1/b 70 Legal Description r , Historically Designated: Yes No Owner/Lessee / Tenant 1- ON Master Permit # Phone 3 c s ' / 1 Contractin Co. C 0 ( - EXIT-ER P t S C Address 4 \ \ UJ 136 gr ( Of eiffc1CA Qualifier 1 N 01� 10 R EQ v C 0 ss# Phone 3 D S ) t 88 - 8 "7 State # Municipal # .304 x'71Se Competency # V' O /2 j27- Ins. Co.i r21 E .61/ 6, Architect/Engineer -P M S r e(ritic Address 2 1 01C2 w 7 � O 5 7 - - F - Jti 5v '1 G C Ad dress 7 ((& /U cv 1 ? (o S T /24 Bonding Company A � 1 r � a-7. Owner's Address Z 3 7 Mt.=: 100 5 T Permit Type (circle one) BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN o P 1Iccoel Ai st1,07-terc WORK DESCRIPTION Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 2 L & , ? ,, L Ary 7/ 410 0 ture of owner and/or Condo President Da te Notary as t • Owner and/or Condo President My Commission Expires: FEES PERMIT APPROVED: Zoning Mechanical 67 'A Building Date el°li EUGENE TORRES MY COMMISSION # CC 829408 140F1 EXPIRES: Apr 25, 2003 1.800- 3-NOTARY Fla. Notary Service & Bonding Co. RADON C.C.F. • Wet Address Estimated Cost (value) (.L) Signature of Notary as t. Con • : • • i _ : • • My Commission E NOTARY BOND Electrical �la 4 4, EUGENE TORRES MY COMMISSION # CC 829408 - c 0F EXPIRES: Apr 25, 2003 143003NOTARY Fla Notary Service & Bonding Co. TOTAL DUE 1/7c ;L -2 /DD Date 7 Dat Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: Z 7 iv /0 0 sr //Ac 6-- 2. Description of improvement: 6. Lender's name and address: Sign 1 ure of Owner / Print Owner's Name h A u RAwi 04461q Sworn to and subscribed before me this Z.G day of Notary Public Print Notary's Name My Commission Expires vocEp /b KEF sloe, P &/9 . 1/32- O(' o/3670 3. Owner(s) name and address: 4. /9t}1 2 FT Lft CL 1)- o /J 0 S i M /A-A, i 5 EE5 to /14 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: D l EN c Q P R.1 SE .S , A 0 2 0 • d and Official Seal. a1 L : of Circuit and County Courts WITNESS m p COUry11 11"1 ti.0 13S Si 33 Os 5. Surety:(Payment bond required by owner from contractor, OF FLORIDA, COUNTY OF DADE Name and address: I HEREBY CERTIFY that this is a true . om'of tda ongina Amount of bond $ By 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of Tecoraing unless a different date is specified) 20 . 4 EUGENE TORRES . MY COMMISSION if U. Ez94O8 14. il op. EXPIRES: Apr 25, 2003 1-800-3-NOTARY Fin Notary Salvia & Bonding Co. 008362833 2000 JUL 27 14 :05 D.C. Prepared by , 9 /2c ddress: 411-1 N / 35- Sr 3�0 J— L/10 OPT I.014 231 pe 100 gr Aluminum Products Since 1978 4117 N.W. 135 Street Opa Locka, Florida 33054 2 . e"1.57.2‘ l „ 5 39 "i 3g,)( 65" 3g")( 4)5 -t-‘25 9. £40)(40 DATE : g— 3, do BUILDING DEPARTMENT DEAR SIR: BUILDING OFFICIAL Fortes Accord i,ti S4tittcrs ea 13280 N.W. 43rd Avenue, Suite # 2 Opa- Locka, Florida 33054 We are the Dade & Broward County Notice of Acceptance Holder for: HT 100 ACCORDION: SHUTTER, under Product Control NO. 99-1116.02. This letter authorizes RECOL ENTERPRISES. to use our above named product at the following job site: Job Owner Name Job Address Job City, State & Zip Code /Vr m--A4; f �me5 I 33/33 Most Respectfully, CORPORATE SEA: Elisar•o Forte Hershey Owner /President Tel: (305) 687 -7776 Fax: (305) 687 -9407 - E1paxS 237 ,iE /DO Sr E -Mail Address: forteshutters @aol.com • • MIAMI -OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Forte's Accordion Shutter Corp. 13280 N.W. 43rd Ave Bay # 2 Opa Locka FL 33054 CONTRACTOR ENFORCE`IENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 1 100 Accordion Shutter 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 ajobsite or manufacturer's plant for quality control testing. [f 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.:99- 1116.02 :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) 3 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 3 -2553 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CO's'Th'IITTEE Expires:01 /13/2003 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. Approvcd: 01/13/2000 t -rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Oflic;: Internet moil address: postmaster ©huildingeodeonline.cont Homepuge: http : / /www.huildingcodeunline.com Forte's Accordion Shutters Corp. ACCEPTANCE No.: 99- 1116.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JAN 1 3 2000 JAN 1 3 2003 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice o Acceptance, designed to comply with the South Florida Building Code, 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 This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -356, titled "HT100 Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, 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 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 at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. Helmy A. Makar, P.E., Product Control Examiner Product Control Division 2 of 3 Forte's Accordion Shutters Corp. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 99- 1116.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JAN 1 3 2000 JAN 132003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (3) 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 revision or change in the materials, use, and/or mantifacture of-the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words tvtiami -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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy A. Mahar, P.E., Product Control Examiner Product Control Division 3 of 3 0 0 m Le3 181.0 875 Ice) 7112 TYPE 1 O 776 . ° n 1.. f1 t �^I I , 620 } !L11 11. 055 / f 7 . 076 HEADER -CLG. O MOUNTED SCALE HALF SIZE 11/03/99 H. 18 rt 0 0 IMO 966 875 .L83 124.13- m 0 no O HEADER 2 WALL MOUNTED 262 TYPE 2 P 16: 01x71 1 I I _ r1 1 19 3 SCALE. HALF SIZE J EITHER TYPE TOR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE 0 TYP. SLATS r12 71 . 055 I2 • 076 !3 • 097 GENERAL NOTES: TH15 ACCORDION SHUTTER SYSTEM IS DESIGNED :N ACCORDANCE WITH THE SOUTH FLORIDA BuILCING CODE. 1994 EDITION 2 POSITtvE AND NEGATrvE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC LOBS 1N ACCORDANCE war' ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER S1RuCTURES TABLES SnAll BE REFERENCED AT APPROPRIATE DESIGN LOADS 3 ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U ON 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTL LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS FORTES ACCORDION SHUTTERS OPA LOCKA. FLORIDA MIAMI•DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS AND WASHERS SHALL BE 2024. T& ALUMINUM ALLOY, STAINLESS STEEL. OR GALVANIZED STEEL w,TH A MIN F • 33 KSI POP RIVETS SHALL BE 3/16"0 5052 ALUM ALLOY 6 ALL SMUT TERS SHALL HAVE A LOCKING MECMANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT 1 LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE w/ MIAMI -DAOE COUNTY PROTOCOLS PA 201. 202. AND 203 8 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICT() TEST REPORT No 96 -024 AND 96 -037 9 TOP OE TAILS MAY ALSO BE USED AS SILLS 10 FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS uSE REMOvABLE ANCHORS SUCH AS CALK -1N ANCHORS 11 THE PERMIT MOLDER SHALL vERIFY THE ADCOUACY OF THE EXISTING STRUCTUR( 10 SUST INC NE w SUPERIMPOSED LOADS AND 10 VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING wltH THE WORK 12 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER•S RECOMM(HDATI0NS EM8(01ENT LENGTHS F SHALL 8E AS NOTED AN0 00 NOT IN(LUOE STUCCO OR OTHER INISM( 5 0 0 h ADAPTER SLAT SCALE: HALF SIZE SCALE. HALF SIZE 0 0 0 ° ANGLE SCALE HALF SIZE SCALE HALF SIZE 0 01.8 3 81.0 MAX .:: 1J 0 326 0 620 181.0 0 BUILD -OUT WALL HEADER 11 • 055 12 . 076 +3 . 175 SCALE HALF SIZE 2 77S 2.586 7" MIN - 5" MAX 0 ti 1 °B ° 250 .-- 949 1 1391 1891 STAINLESS STEEL / ASSEMBLY 11%0 1.6 M OL E NYLON w R1vE TEO IN PLACE 7 100 Li- 251 ROLLER ASSEMBLY 181.0 0 875 O c83 90 l 1 T rP 2) - it-1 2 I I 227;11 N O CENTER MATE 1 1 p CENTER MATE 2 SCALE HALF SIZE SCALE HALF SIZE 956 517 m m 4'08011 376 &88 I • 3761 I 11.00 1 INSERT SCALE HALF SIZE &30 375 1x-15 1 of I a 1 . 230 MAX 1 3 TOP 0 — 097 N 0 0 a 0 7 '.20" y 9L5 4 600". 670"1 O SILL -WALL 3 MOUNTED 2.795 SCALE FULL SIZE 0601 1.039 675 y 060 095 T L cZ I , 9 2� 1 1 _ 11 2 817 Lt 17 • 055 72 . 036 r3 • 097 SCALE: HALF SIZE 2.98& 730 MAX BOTTOM CARRIER BUSHINGS 2 • l57" r 384 060 Qi 31.5 312 040-R - 01 I 1 1 214 °I J _ ` 322 � I` 7 1 214 1 , J I 689. 1 115 321 14 LOCKING ARM SCALE HALF SIZE 1/8" THICK STAINLESS STEEL 1. 1 ' 1 -230 MAX )00 i 115 0 0 0 N 0 of NI f 055 111•1 _11 1 685 ♦ 1 ♦ 465 600. 620 500.1 1 I 711 0 ADJ. SILL -TOP O ADJ. SILL -BOT. SCALE HALF SIZE 3.245 24er 060 - 510 1 0 630 0 0 I IL* o 91.9 .250 1391 1 891 O CENTER MATE 1 ga W/ LOCKING ROD SCALE HALF SIZE 157• 1 350" 15 LOCKING CLIP SCALE HALF SIZE h mI • 620 . ° !-- ( 17 • 055 17 • 076 0 1 l 711 .1 1 1i I 12 I ' r ce3� 875 41331 i 18L0 I WALKOVER SILL 1 g FLOOR MOUNTED SCALE NALF SIZE h 165 I.O. .2es 0.0. -500" 0 0 055 -A ITyPt I 1 1 . SCALE HALF SIZE 0 4 O !4Q f 675 11 7 060 1.345 095-i 1 I I 4L2%- I 9 I 1 7 101 i SCALE HALF SIZE 360310 550 I no h 510 ICI 630 0 0 165 1 0 285 0 0 - .060 1 039 INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE 7„ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF . , , /6 2, 00 BY �SU . / PRODUCT CO ROI. DI BUILDING CODE COMPLIANC OF ACCEPTANCE NO 9 ?- it / ' - v2 1 1250 l 90° END SLAT SCALE HALF SIZE 1.250 985 1 I I 050 J FLAT END SLAT SCALE HALF SIZE 3 465 3 267 .( 080 060 CENTER MATE 2 W/ LOCKING ROD 0 505" R 0 h 0315"R LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE HALF SIZE 0 375" R, FL (ri CSJ < C • • T , . •_7 1.1 < z° 0 I O <� QY O 1 1 =0 Q .I ¢ z O I v ' < r _ F Q w • I I I co 11 En z I z O I 0 O ' U ` v z 1 D 0 CC I, to Z N wl a0 a wl 2f — Z O 0 5 0 O 0 s _ � 70 CO 0 I co C to rn rn lT I V J K 22EV NGINEE H P119ri.°. ONAL I, Se No 10983 0 - 1999 a• • 07/23/96) Ion• ,, f ..0t(t) a•� On I./ 11.•• « •U 1.• J1. _. n J .— _ o.• —.n no 99-856 sr.cr+ 1 07 6 1 N I L • I . I I t I I � I o 0 o Q sate MAIM x Z N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SMUT TER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2•1/L' SINGLE ARM LOCK SINGLE ARM LOCK LOC KING ME(PIANISM OT TOM TRACK CAN BE 89 1e" ABOVE OR BELOW CENTER (SEE NOTE") SEE FASTENER SCHEDULE SING)( ARM MECHANISM AT CENTER OR SIDE OF SMUT TER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER tl /03/99 11 ILI LOPTIONA DRILL %/e-• MOLE FRO BOTTOM OF EXTRUSION 1. BEFORE ASS(MBLV FOR tRUSS NE ADBOtt ITYP) VARIES - NO LIMIT TYPICAL ELEVATION PLAN VIEW (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE SCALE 3"• 1'- 0" NYLON HANDLE JOINT BETWEE REMOVABLE ANO FIXED SILL (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE I.I/ MIN 1.1 /j' MAX • 1 • 1 • 1 /B.. ALUM ANGLE w/ 3/16 - m POP aIvETS @ 6- 0 C PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SECTION 2 Z ITrP ) FASTENER ( 0 2 L " O C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITrP I FASTENER @ 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY OPTIONAL ACCESS HOLE E XIS 11NG S TRUC TURE FASTENER 'TYPE 4 SEE SECTION M ON SME(T 3 FOR COMPLETE INFORMATION O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SMUT ER SINGLE ARM LOCKING MECMANISM AT CENTER OR SIDE OF Smut ER LOCK MAY BE INSTALLED ON INSIDE OR OuTSIOE OF SMUT TER r nIN SHUT SEPARATION FROM GL ASS. SCHED S SI DIS TANCE 10 B ME FR BACK SMUT T BL AOC OR F HANDL E WN (N MOUNTED INSIOt.I 1 I INSIDE CLOSURE "T" M•NOLE W/ SHIM TYPICAL PLAN VIEW SCALE. 3 • r -0 — MIN SMUT TER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET S3. DISTANCE TO BE MEASURED FROM BACK OF SMUTTER BLADE OR FROM HANDLE WHEN nOVNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ HIM OPTIONAL PLAN VIEW SCALE 3 • t' -o .7 O Q ITYP) 17 I 6_1/7- I I r 2S"m 1. Us(D WITH PIECES 91 AND 0 LOCKING PIN SCALE 3 • r - FASTENER 2L" 0 C ISEE ANCHOR SCNEDULE FOR ANY A(C(PI ABLE ANCHOR) EXISTING GLASS ITYP 6.1/ 2" FASTENER v.- O C ISEE ANCHOR SCMEOuLE FOR ANY ACCEPTABLE •NCMORI r MIN r- - -i 2 MIN 3/8" OD. • 0.90' LONG NYLON BOTTOM BUSM,NG 12 •10 ■ 3 SMS. MANUFACTURED FROM al10MT STAINLESS STEEL W XYL AN 5200 FLUOROCARBON COATING b '60 "m • 050 THICK 300 SERIES STAINLESS STEEL waSHER (TYP. TOP a BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE APPROVED PS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE i . DUO D. BY PRODUCT C TROL DIV'SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. .Li' / . n z. CARRIER BUSHING ,2 12 T/16' 0 ■ 0 6 - LONG NYLON TOP BUS HING O •10 • 2 SMS. MANUFACTURED FROM sic 10MT OR 18 - STAINLESS STEEL w/ xYLAN 5200 FLUOROCARBON COATING 1. L 60"• • .050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP t BOTTOM) D: w I CO 0 0 0 O j Q I I O O I se No 010983 0 Z 0. 0 Q I 0 w •e N Z U Z 0) aIwI w — to s2 - 2 O • w v Z V. 1. KN E CH 'PROFESS •N NGINEEI■ 8 a Lt) V) L-1 < z52 u V o O U3 ¢ z ,, r1.2 cc o — _J 0 1999 ♦ E ii 07/23/96; •111• ar...n by 11 Y• •..J.. YI I t n• N ... I/1 -_ "' jI v N.., _ ... 99 -856 I { 1 Meel 7 01 6 1 SECTION 1 TOP TRACK' ALT. L LOCATION O C L L MECHANISM OF n A • r r SIDE . I I t I I � I o 0 o Q sate MAIM x Z N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SMUT TER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2•1/L' SINGLE ARM LOCK SINGLE ARM LOCK LOC KING ME(PIANISM OT TOM TRACK CAN BE 89 1e" ABOVE OR BELOW CENTER (SEE NOTE") SEE FASTENER SCHEDULE SING)( ARM MECHANISM AT CENTER OR SIDE OF SMUT TER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER tl /03/99 11 ILI LOPTIONA DRILL %/e-• MOLE FRO BOTTOM OF EXTRUSION 1. BEFORE ASS(MBLV FOR tRUSS NE ADBOtt ITYP) VARIES - NO LIMIT TYPICAL ELEVATION PLAN VIEW (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE SCALE 3"• 1'- 0" NYLON HANDLE JOINT BETWEE REMOVABLE ANO FIXED SILL (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE I.I/ MIN 1.1 /j' MAX • 1 • 1 • 1 /B.. ALUM ANGLE w/ 3/16 - m POP aIvETS @ 6- 0 C PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SECTION 2 Z ITrP ) FASTENER ( 0 2 L " O C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITrP I FASTENER @ 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY OPTIONAL ACCESS HOLE E XIS 11NG S TRUC TURE FASTENER 'TYPE 4 SEE SECTION M ON SME(T 3 FOR COMPLETE INFORMATION O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SMUT ER SINGLE ARM LOCKING MECMANISM AT CENTER OR SIDE OF Smut ER LOCK MAY BE INSTALLED ON INSIDE OR OuTSIOE OF SMUT TER r nIN SHUT SEPARATION FROM GL ASS. SCHED S SI DIS TANCE 10 B ME FR BACK SMUT T BL AOC OR F HANDL E WN (N MOUNTED INSIOt.I 1 I INSIDE CLOSURE "T" M•NOLE W/ SHIM TYPICAL PLAN VIEW SCALE. 3 • r -0 — MIN SMUT TER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET S3. DISTANCE TO BE MEASURED FROM BACK OF SMUTTER BLADE OR FROM HANDLE WHEN nOVNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ HIM OPTIONAL PLAN VIEW SCALE 3 • t' -o .7 O Q ITYP) 17 I 6_1/7- I I r 2S"m 1. Us(D WITH PIECES 91 AND 0 LOCKING PIN SCALE 3 • r - FASTENER 2L" 0 C ISEE ANCHOR SCNEDULE FOR ANY A(C(PI ABLE ANCHOR) EXISTING GLASS ITYP 6.1/ 2" FASTENER v.- O C ISEE ANCHOR SCMEOuLE FOR ANY ACCEPTABLE •NCMORI r MIN r- - -i 2 MIN 3/8" OD. • 0.90' LONG NYLON BOTTOM BUSM,NG 12 •10 ■ 3 SMS. MANUFACTURED FROM al10MT STAINLESS STEEL W XYL AN 5200 FLUOROCARBON COATING b '60 "m • 050 THICK 300 SERIES STAINLESS STEEL waSHER (TYP. TOP a BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE APPROVED PS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE i . DUO D. BY PRODUCT C TROL DIV'SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. .Li' / . n z. CARRIER BUSHING ,2 12 T/16' 0 ■ 0 6 - LONG NYLON TOP BUS HING O •10 • 2 SMS. MANUFACTURED FROM sic 10MT OR 18 - STAINLESS STEEL w/ xYLAN 5200 FLUOROCARBON COATING 1. L 60"• • .050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP t BOTTOM) D: w I CO 0 0 0 O j Q I I O O I se No 010983 0 Z 0. 0 Q I 0 w •e N Z U Z 0) aIwI w — to s2 - 2 O • w v Z V. 1. KN E CH 'PROFESS •N NGINEEI■ 8 a Lt) V) L-1 < z52 u V o O U3 ¢ z ,, r1.2 cc o — _J 0 1999 ♦ E ii 07/23/96; •111• ar...n by 11 Y• •..J.. YI I t n• N ... I/1 -_ "' jI v N.., _ ... 99 -856 I { 1 Meel 7 01 6 1 x Z N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SMUT TER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2•1/L' SINGLE ARM LOCK SINGLE ARM LOCK LOC KING ME(PIANISM OT TOM TRACK CAN BE 89 1e" ABOVE OR BELOW CENTER (SEE NOTE") SEE FASTENER SCHEDULE SING)( ARM MECHANISM AT CENTER OR SIDE OF SMUT TER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER tl /03/99 11 ILI LOPTIONA DRILL %/e-• MOLE FRO BOTTOM OF EXTRUSION 1. BEFORE ASS(MBLV FOR tRUSS NE ADBOtt ITYP) VARIES - NO LIMIT TYPICAL ELEVATION PLAN VIEW (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE SCALE 3"• 1'- 0" NYLON HANDLE JOINT BETWEE REMOVABLE ANO FIXED SILL (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE I.I/ MIN 1.1 /j' MAX • 1 • 1 • 1 /B.. ALUM ANGLE w/ 3/16 - m POP aIvETS @ 6- 0 C PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SECTION 2 Z ITrP ) FASTENER ( 0 2 L " O C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITrP I FASTENER @ 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ASSEMBLY OPTIONAL ACCESS HOLE E XIS 11NG S TRUC TURE FASTENER 'TYPE 4 SEE SECTION M ON SME(T 3 FOR COMPLETE INFORMATION O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SMUT ER SINGLE ARM LOCKING MECMANISM AT CENTER OR SIDE OF Smut ER LOCK MAY BE INSTALLED ON INSIDE OR OuTSIOE OF SMUT TER r nIN SHUT SEPARATION FROM GL ASS. SCHED S SI DIS TANCE 10 B ME FR BACK SMUT T BL AOC OR F HANDL E WN (N MOUNTED INSIOt.I 1 I INSIDE CLOSURE "T" M•NOLE W/ SHIM TYPICAL PLAN VIEW SCALE. 3 • r -0 — MIN SMUT TER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET S3. DISTANCE TO BE MEASURED FROM BACK OF SMUTTER BLADE OR FROM HANDLE WHEN nOVNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ HIM OPTIONAL PLAN VIEW SCALE 3 • t' -o .7 O Q ITYP) 17 I 6_1/7- I I r 2S"m 1. Us(D WITH PIECES 91 AND 0 LOCKING PIN SCALE 3 • r - FASTENER 2L" 0 C ISEE ANCHOR SCNEDULE FOR ANY A(C(PI ABLE ANCHOR) EXISTING GLASS ITYP 6.1/ 2" FASTENER v.- O C ISEE ANCHOR SCMEOuLE FOR ANY ACCEPTABLE •NCMORI r MIN r- - -i 2 MIN 3/8" OD. • 0.90' LONG NYLON BOTTOM BUSM,NG 12 •10 ■ 3 SMS. MANUFACTURED FROM al10MT STAINLESS STEEL W XYL AN 5200 FLUOROCARBON COATING b '60 "m • 050 THICK 300 SERIES STAINLESS STEEL waSHER (TYP. TOP a BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE APPROVED PS COMPLYING WITH THE SOUTH RORIDA BUILDING CODE i . DUO D. BY PRODUCT C TROL DIV'SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. .Li' / . n z. CARRIER BUSHING ,2 12 T/16' 0 ■ 0 6 - LONG NYLON TOP BUS HING O •10 • 2 SMS. MANUFACTURED FROM sic 10MT OR 18 - STAINLESS STEEL w/ xYLAN 5200 FLUOROCARBON COATING 1. L 60"• • .050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP t BOTTOM) D: w I CO 0 0 0 O j Q I I O O I se No 010983 0 Z 0. 0 Q I 0 w •e N Z U Z 0) aIwI w — to s2 - 2 O • w v Z V. 1. KN E CH 'PROFESS •N NGINEEI■ 8 a Lt) V) L-1 < z52 u V o O U3 ¢ z ,, r1.2 cc o — _J 0 1999 ♦ E ii 07/23/96; •111• ar...n by 11 Y• •..J.. YI I t n• N ... I/1 -_ "' jI v N.., _ ... 99 -856 I { 1 Meel 7 01 6 1 GLASS 02 DOOR MIN. SHUTTER S(PARA TION FROM GLASS ISLE SCMEDuLE SMELT SI —GLASS I t OR DOOR MBE; 11 CONT t/ 2" 0 CONT ALT. ANGLE LEG DIRE( :ions REVERSED ANGLE LEG MA 8( FROM ONE ANGLE OR FROM DOT" ANGLES 1T" 1 fAS TENOR S(( ANC).Of 1 / SCMEDUL( REFERENCE C ONNE C t 10N •TYPE S• BUT DO NOT EXCEED 6 SP•CING I1/2 � 1,2 - -EMBED ISLE SCMCDuLL SMCET SI 9.3/16 MAX [ XIS TING (DNCR(TE. MA SONR OR .4000 Stay( I'JR( Stt •NCNOR SCMEDuIE. TrP F*ST(NCR. SCE ANCHOR SCHEDULE. REFERENCE CONNEC - TYPE t• ROLLER ASSEMBLY 0 TYP EVERY OTNER PIN FASTENER. S(( RE SCHEDULE CONNECTION "TYPE 1' O WALL MOUNT SECTION A SCALE - 3': 1•• 0 EXISTING CCNCa( E. MASONRY OR L4000 STRUC SEE ANCHOR SC TYP FASTEN(R.S(( ANCHOR SCHEDULE REFERENCE CONNE( TION 'TYPE 5 But 00 NOT ExCECO 6" SPACING I /2' LTVO 1 /a. 20 MACM 90i TS N/ NUT Oa .i1 T(< SCA CO 17' O C. I T YP , T OP L BOT TOMI MIS S.u7 TER SEPARATION FROM GLASS 11 CONT O 0 CONT 8 CONS N T EtoT Tom BE USED AT L TOP MAY BUILD -OUT MOUNT SECTION I/I." !MAX v1- M•X•1 1/ r -.IN. SHUTTER I 1 � SEPARATION FROM GLASS ISEE SCHEDULE SMEE T SIT GLASS 1 1 , OR R OCOR IU )/1. "Y POP aivET OR • 12 TEA SCaE' (0 6 "0C ITYP ASSEMBLY rara 1/13 AIVM ANGLE w/ 3/T6 - 0 POP City! TS fp 6 "OC [ xIS TING CONCRE TE. M•SONRr OR w000 STRUC SEE ANCHOR SCNEOuLE. TyP F 0 0 FASTENER. SEE ANCHOR I SCHEDULE REFERENCE t /2- 1 EDGE Dist CONNECTION *TYPE •• � r EDGE OIST 1/1.20 MACHINE BOLT v/ NUT 1 ':1 I2 - OC IT rP TOP S BOTTOM) 1S /e ROVER ASSEMBLY 12 . -4 TYP EVCRY 1:/2 /1 MAX 1 /1 MAX 2/ 6"• POP aiv( T 6" 0: I T Y P z EMBED MIN SMUT TER SEPAR•T.ON i00M GLASS GLA SEE SCMCDuLE SMEL S 00 0000 I O - I SCALE 3". T' EXISTING CONCRETE. n•soNRr CR w000 STRUCTURE SCE •NC "OR SCMCDUL(. TrP ASTINCR. SCE •NCNOR SCMEOut.( REFERENCE ONNE C T ION 'TYPE 3 MAX .4.1 < n_ N H 3 a 0 N < N a X 2 x L 4 _ . JI 1/1 MAX. OPTIONAL FASTENER LOCA IN LIEU OF ANGLE SuPPORT- s TAGGER •NC110R va" OFF (ENTER REFERENCE CONNECTION TYPE A- 7.1 /e GLASS OR CCOR --{ FAST(N(R.SEE ANCHOR SCMEOUIE REFERENCE CONNECTION 'TYPE r • EXISTING CONCRETE. MASDNR' OR 1 •+000 STRUCTURE SEE ANCHOR SCMEDuIE. TrP. FASTENER, SEE •NCHOR / \ SCHEOuLE. REFERENCE / CONNECTION 'TYPE 2' TYP TOP 1 BOTTOM 1/1 MAX /l MAX BUILD -OUT MOUNT SECTION EneED 1/2" MIN. SMUTT(R SEPARATION FROM SCALE 3 r- 0•' Q C°N1 FON L aN(�lM US( 714 2' . S' Ai •NGL(S ISEE SCMEOULE 1 TTPC CI FASTENER, SEE •N(MOR SCMEOUL( REFERENCE CONNECTION 'TYPE r GLASS ISEE SCHEDULE SME(1 SI O 3.)/1- MAX FASTENER. SEE •N(MOR SCMEDuIE REFERENCE C °NNE C T ION 'TYPE r 11 CONT . FOR LARGER SPANS • uSE Tw0 r • s AL ANGLES ISEE SCHEDULE 1 TYPE O © CEILING /INSIDE MOUNT SECTION © BUILD -OUT MOUNT SECTION SCALE 3•'. 1'• 0" MIN SEPARATION FROM GLASS SCMEDuLE SHEET 5 E MBED 1/1.20 MACHINE BOLT w/ NUT ID 1 2" 0 )TYP. TOP i BO Toni 1/1 MAX TOP L BOTTOM 0 1/1 MAX SCALE 3'•. 1•- 0" FASTENER, SCE •N(MOP SCMEOUIE REFERENCE CONNECTION 'TYPE i• BUT 00 NOT EXCEED •.v7" SPACING EM0(0 EMBED 1/ MAX; N GLASS CR DOOR TO t W'O E i GO FLOOR MOUNT SECTION I l l 4 I, 1/1 M•X III :. • 0 11 4I4 SMUT TER SEPARAl10N FROM GLASS ISLE SEM(7ulE SAE( Si SCALE : 3" • r_o•' 1/1" MAX 0 2. )/16 n•x. F ASTEN(R. SEE ANCHOR SCMEDuIE. REFERENCE ( ONN(C nom - TYPE 7' (XIS TING CONCn[TE MASONfV On w000 STRUCTURC SCE ANCHOR SCMEDuIE. 7 r EXISTINGCONC3(TE _ASO OR w000 S TRUCTURE SEE ANCNOR SCMEOuLE. TrP 7" • 2 • 050 ALUM TUBE TYP TOP L DOT TOM I/2 FASTENER. SEE ANCHOR SCPECut(. REFERENCE CONNECTION 'TYPE 1• BuT 00 NOT EXCEED SPACING © BUILD -OUT MOUNT SECTION © APPROVED PS - COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ax ,'.S 2o BYFr���/� PRODUCT C(NTROL DIVISION BUILDING CODE Cgf.IPl1ANCE OFFICE ACCEPTANCE NO. _ 7 - / /A, • 02.. cc a1. Pr..... big Y.•..1 OF lrc =.Y a 1 99 -856 %Meet 3 O ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SNUTTER SPAN BEAM SPAN 2 • S' S' -0 9• -S 7... 1 25 - e•.0- e' -1- Tr • 12S 10•-0 T' -6 5 -0 1a• -0 Z • 0 T... 012 0• -o 17• -0 71. 221. 10 11' Z • 9- S• 15'-5 T... 072 5•.0 13'-2 - T • 226 10• -0 12' -3" 1 1/03/99 11:20 EXISTING SIRUC TVR( G THREE 5/16 - • (ALK.IN (e 3 -1 /e 0.C. W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK W. 3 MIN. EDGE GIST. GLASS OR DOOR GLASS OR DOOR THREE S/16 - • CALK -IN Ed 3 - 1/e - OC. W/ 1 MIN EMBED IN CONE OR M0110%..1 BLOCK w/ 3 - /a' MIN EDGE DIS1 1 0 J in 1 EXISTING 51 RUC TURF ° EMB • I Q • 4° ° Ir – '^^ • Z (MB Q 1 • Pral • SCALE 3 ". 1•- 0 SCALE .1 - c - • "\- ALT LEG DIRECTION MIN SMUT TER SEPARATION FROM GLASS ISEE SCMEOuLE SHEET 5) ,7 (MAX. DESIGN LOAD = 72 PSF) O TOP SUPPORT BEAM DETAIL MIN SNUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI 3/16'• POP alvET OR •12 TEK SCREW Cm 6••oc —� LO L OS ASS: met. 2 . 2 • 1/1. • o• - 6063-76 ALUM •NGLE TMREE -1 /L TMRU BOLTS 1 MIN T T. T1— ACCESS � nOIE� Tf — 2 - . 3 - . 1 /L • 0' -e 6063 -16 ALUM ANGLE TMREC.I /L TMRV BOLTS ALT LEG DIRECTION (MAX. DESIGN LOAD = 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM BEAM ISEE BEAM SCMEDu1E 5ELOW FOR BEAM DESCRIPTION L MAX HORIZONTAL SPANS) 1 /1-70 5 5 MACHINE SCR(w 3. NUT (� 17 0 C USE _ MRU BOLT OR ACCESS KALE AS SMOwN IN DE 1 AIL 1 1/L MAX 1 NOTE 3 /1."0 POP RIVET OP •12 TEN SCREW @6 AL BEAM ISE( SEAM SCHEDULE ABOvE FOR BEAM DESCRIPTION L MAX HORIZONTAL SPANS) 1/L -70 5 5 MACHINE SCREW L T.. NUT CZ 12" 0 C PROvIDE 1 •• 0 1 MIN ACCESS MOLE IN BOTTOM Of ~ — BEAM OR USE THR BOl T AS SHOWN IN of TAIL M1 1. USE BEA SCME ULE FOR 0(1 AILS AN0 8. 2 SNUTTER SPAN 70 BE LIMITED TO THOSE SHOWN W TABLE. SHEET 5. 3 BEAM SPAN SMALL BE CONSIDERED AS THE GIST ANCE FROM OF SUPPORT 10 E OF SUPPORT. GLASS OR 0000 PLTw000 AND STUCCO FINISH 1 . 3 • ve OR • a • 1/e 6063-T6 ALUM. TUBE (MAX. DESIGN LOAD = = 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE 3". 1•- 0" GLASS OR 0000 MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) 2 . 5 P W000 PLATE MIN SMUT TER SEPARATION FROM GLASS 1/7 1/ 7.. 1 /L MAX 1 /L -70 5 S. MACHINE SCREW L NUT M 17 0 C PROVIDE 1•0 ACCESS MOLE (!D BACK SIDE FOR FASTENING TwO 1 /L S S. LAG SCREW (o! 2L•• 0 C MAX. ■/ 1 -3 /L PENETRATION IN CENTER OF STUDS 1 /L MAX FOR w000 PLATE USE 1 /L S 5 LAG SCREW w/ 1 -3 /4 PENETRATION INTO wOOD PLATE (ITl 12 0 C. Two 1/" S S LAG SCREW (6 24 0 C MAX w/ 1 -3 /4 PENETRATION IN CENTER 01 STUDS (MAX. DESIGN LOAD = = 72 P.S.F.) O WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE K SCALE 3 ". 1'.0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING' CODE" 000 00 DAT BY PRODUCT : TROL DIVISION BUILDING CODE C MPLIANCE OFFICE ACCEPTANCE NO. q / / /t' 0 2 161 I C O 0 0. — En N C • N al ZI 5 S W z Z1 Ni 19 UJ Zu a UoI I I ID O E V.J. KNEZE ICH 1 IMOFESSIONA j NGINLtII! I FL C se No PE / 10983 I r 1 1 N ►/ 1 0 1999 b m 0 l7 L7 = U 2. 0 0 0: W Z IA Z 0 w I e3 0 N z W 0 J O 1- Z co to 0 sneer /. of 6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE OESIGN . LOAD 11.11 IPSFI ACTUAL SPAN IFT • IN) MIN SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30• ABOVE GRAD( IIN( NE SI MIN SEP•RATION IRON GLASS FOR INSTALLATIONS GREATER THAN 30• ABOV( GRAD( 11N(11E SI 30.0 5 • 0 2 -7/8 1-1/2 7 - 0 2 -7/e 1 -5/8 e - 0 2 -7/0 t - s/e t1 - 0 3 2.1/8 13.1 3.3/C 3 -3 /4 1.0 0 5 - 0 2.7/0 1.1/2 7 . 0 2.7/0 1.5/0 e • 0 2.7/8 1 .5/0 11 • 0 3 2.1/C 12 . n 3 - 3/7. 3 • 50.0 5 • 0 2 -7/8 1.1/2 7 - 0 2 - 7/8 1.5 /e 8 -0 2.7/8 1.2/4 77 - 0 3 2 -1/2 13 • 2 3 -3/7. 3 60.0 9• 3 2 -7/e - 1.1/2 - _7 : 0 70/1 - 1.5 /e e - 0 2.7/8 1 -3/4 11 • 0 3 1 - 3 /c 71 . 8 3 -3/4 3 70.0 S - 0 2 -7 /e 1 . 1 /7 7 . 0 7 -7 /e 1 -S /0 e - 0 2 -7/8 1.7/8 1.6 3 3 -1/c 70 - c 3 2 -5 /e 80.0 S - 0 7.7/9 1.1/7 7 - 0 3 -7/e 1.3/7. e -0 2-7/8 1 -7/1 17 - o 3 -1/e 3 -7/e 17 - , c c 90.0 S • 0 2 -7/8 1 .1/2 7 • 0 2 -7/8 1 -3/4 e - 0 2 -7/1 2 11 - 0 3 -3/8 3 -3/8 17 - 6 3 -7/0 t - 100 0 5 - 0 2.7/8 7 -1/2 7 • 0 _. 2 - 7/1 3 2 e - o 2-7/8 3,. .._...._ _ 1 - 0 3 2 -3/c 3. 1 70. 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NCG OCSIGM LOAD 10571 TYPE A ALL MOUNTING CONDITIONS CXCCP1 000 If 1 - 001 TYPE a DETAIL 0 O 0(TAt. © w/ SINGLE ANGLE REQUIRED 3.3/4 MAX. 8.0 /FT . MI TYPE C DETAIL QC DOUBLE AN(ILE R(OVIR(D ) . ) /4- MAX. e.0. 70? - WI TYPE 0 DETAIL EO 0.)/16 MAX 91 0 NT - •1 )00 13.1 17. 4 13. 1 12 - )00 13 • 1 11 - 0 13 - 1 11 - 0 400 12 • 11 10 • 1 12 • 5 t0 - 11 460 It • • 9 -9 10 - 4 10 -0 720 12.1 1 - ' 9 - 7 1. 7 71 0 11 • 11 1 - 0 9 - 0 1 - ) 61.7 11 • 7 e 7 e• 7 0- 10 673 11 - 6 0 -6 1 •6 0 -1 660 10 - 11 a -3 a - 3 e• 61 S 10 - 1 9- 3 9• 3 0. 5 172 t0. 3 1 - 0 1 - 0 9.7 7S0 0.0 7 - 9 7 9. 91L 1. 11 7 - 0 7 - 0 7 - ' 060 0. 5 6. 7 6- 7 6- 70 114 1 0 4 - 3 6. 3 6. 4 100 7 . 3 5. 1 5- 1 6- 0 1100 6.7 3-0 5. 5 -5 170 6 -1 ••9 4 -1 5 - 130 5- 7 ' - 5 1 - 3 ' 7 1400 3 - 2 • - 7 ' 1 _- ' . 3 750 • • 10 3 • 10 3 • 10 ' - 0 160 • . 6 3- 7 3- 7 3. 1 110.0 • • 3 3 • • 3 • • 3 - 6 1900 '- 0 3 2 3. 2 3 -• 190.0 3- 10 3- 0 3. 0 3. 1 200 0 3- 7 2- 10 2- 10 3. 0 2700 3- 5 0- 1 2- 1 2• 10 SCALE. 3 • 7' -0 1". 3 1/8 ALUM ANGLE 3 •101EK SCREWS OR 3.3/16 - • AIUn POP RIV( TS ITYP ) 2" . 2" . 1/11 ALUM TUBE 6063 -T6 ALLOY SCALE 3" • 7*-0 2" MIN FASTENER p 2t O.C. ISM ANY ANCHOR IN • ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL 010 • 1/2 GALVANIZED SOS OR 3/16"• ALUM. POP RIVET •p 18 - OE. 1 • t ..055 :1' • 2• • •055 2 • 3 ..055 . 2 ■ t - . 05S OR r • 5 • 175" AL ANGLE N T WHIR CONDITION MAY eE TYPICAL FOR EITHER 510E O COFi'NER CLOSURE DETAIL •70 TEL SCREw OR 3/16 "0 ALUM 909 Rlv(T p 74 OC ITYP 1 37/0 7 /0 FASTENERS EACH ANGLE 15E8 ANCHOR SCNEOUtE FOR ANY ACCEPTAILE ANE NOTES. 1 REFERENCE APPROPRIATE COLUMN IN TABLE 7 BASED ON MOUNTING CONDITION IN PILO 2 OR OESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT NIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE A LLOWABLE SPANS. 3 ENTER TABLE 1 war, NEGATIVE DESIGN LOAD TO DETERMINE MAX SHUT TER SPAN, t. ENTER TABLE 2 wart POSITIvE DESIGN LOAD TO DETERMINE MIN SMUT TER SEPARATION FROM GLASS. 2" MIN r -t FASTENER p 27. 0.C. 1uSE ANY ANCHOR IN ANCHOR SCHEDULEI ( OM ALT. CLOSURE DETAIL SCALE: 3" • t' -0 SCALE 3 . 1• -0- 7" • 2" ■ 12S ALUM ANGLE(ONT 070 • 1/2 GALVANIZED SMS OR 3/16 - 0 ALYf9riOP awQF- - p l9. 0.C. I" ■ 1- • 05S ; 1- • 2 - • 055". 2" • 3 ..055 : 2• • 7.• • 055" OR 2 • 5 • .17S" AL. ANGLE l/7..20 TRUSS HEAD B t NUTS W/ LOCK wASMERS 27.OL" O TS ExISTING STRUCTURE MALE OF O USE MALE OR FEMALE AS REOLNRE0 OP ALT. CORNER CLOSURE DETAIL 0 062 THICK RECESSED SILL 3705 -0132 OR 6063 -76 ALUM ALLOY I7 /8 BELOW CONCRETE) MIN SHUTTER SEPARATION FROM GLASS IS(( SCHEOULE SHEET 51 Zr • SCALE 3"• r- 0 0. • 0 0,0 o '^ N r s z O ` W X O - 47 v N N �.- 1 /t" MAX. ) ALTERNATE O FLOOR MOUNT DETAIL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ,, ODE S DAT 000 By -,0 PRODUCT CO r '0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99 l /I(?• 0Z EXISTING STRUCTURE MIN. 3,000 PS7 CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULE0 FASTENER IS ACCEPTABLE I In 0 0 O 0 O 0 J o. 0 V 2 N1 5 10 0 n 00 .0 7 rYt 0 99- 856 r. s ^��. " o' 6 =-= 8 J /• -•.n0 np ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUIREO FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (w ) MAX PSF (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3 EDGE DISTANCE SPANS UP TC 5 - -8 .. (SEE NOTE 1) SPANS uP TO e . -0 .. (SEE NOTE 1) SPANS UP TO 9 . -0 .. (SEE NOTE 1) SPANS UP TO 13. -1.. (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS uP TO 8' -0" (SEE NOTE 1) SPANS up TO SPANS UP TO 9• -0» 13. -1.. (SEE NOTE 1) (SEE NOTE 1) CONNECTION 1 TYPE 2131L15 CONNECTION TYPE 1 2 3 5 CONNECTION 1 TYPE 2 3105 CONNECTION 1 T' 2 314. 5 CONNECTION 1 TYPE 2 3 1.15 CONNECTION TYPE 112 314.15 CONNECTION 1 TYPE 213 c CONNECTION TYPE S 1 2 314. S CONCRETE tlJ1111DII1t1111111111U111111111 1/4. - 9 ITW TAPCON W/ 1 -1/4. MIN EMBEDMENT (MIN. 3,100 P.S.I. CONCAETE) 1.8 .0 12 12 12 12 121719 111 5 r7 1211210 5 12 12 ILL 71314. 5 L 12 613 L E 3 12 1212 12 8111 12112 12 517 1212 n 5 7 7 12 8 3 L 1212 8 3 5 9 12 62.0 12 12 12 6 a 121i2 10 1-16 10 1219 c 5 L 12 7 3 1. 720 92 0 210 0 _ 12 10=15 8 12 7 3 5 12 61311. L 11 5I'/ 3 12 12 12 5 7 9 c 12 12 9 7 7 315 312 3 L 6 L® L 12 7 3 3 1217 3 1.07 L L 12 7 L L 12 7 3 3 3 4. 4. 4. 11 12 7 1 3 5 �� L n // 3 4. 12 / 3 4. n 5 3 12 12 9 c 5 4. 11 5 � 3 c1111 / 3 in J c 1 1 5 ✓-A 3 4. 11 5 1 , 3 - 12 7 3 1 4. L 12 * mmm( " ' jet v4.•-m ELCO HALE/ FEMALE "PAN •.+/ 1 -1 /L MIN B s 1/4._20 EM nACEDMENHINE T CEH .IT (MIN. S 3,0 W P.S.I. WIT CON c.8 0 12 12 11 8 5 1 7 = 1 5 12 12 8 3 5 1112 5 3. 12 7 12 n 7 3 5•/ 3 rl I m V 5 3 10 / 3 12 12 12 6 1 8 12 12 9 L 5 12 12 9 3 5 5 10 5 3 62 0 1212 91 9 ( f c l J 1 J 1 J 121210 L RI U IJL 12 12 7 3 L. 7 11 5 4. 3 9 C. 3 /2 12 9 •_ 3 3• 7 5 3 1 5 rf (/,��/ 5 t1 5 3 3 8' / 3 8 4. f/��( L 3 3 9 8 8 L r � 3 4. (// L /;. -, . 3 72 0 12 9 12 8 „ ti 6 3 L 10 5 I-- 3 3 L / S 3 3 3 8 9 12 6 3 3 9 '. 3 3 9 E ,1 3 3 L 3 92 0 210 0 L i'/� 9 4. / 3 3 9. ( / 3 3 9 1 r .I 3 3 9. 3 'tr 1/4. - 0 POWERS CALK W/ T /8" En8EOMENT IL 1/ STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE` -IN 4 8.0 52 0 12 12 12 12 12 12 9 12 12 12 11 11 .° 12 12 10 6 10 10 12 7 1 L 7 12 12 12 12 12 12 12 12 12 12 12 9 7 12 11 12 12 12 8 12 12 12 11 6 9 7 12 12 12 9 5 9 12 12 8 L 8 7 12 TIT 6 12 i2 12 10 12 12 12 12 6 10 9 12 10 5 7 72 0 12 12 11 5 11 12 12 7 L 7 9 7 12 12 7 6 L 6 6 J 1 7 7 12 12 5 1 3 6 5 r3 6 12 12 9 12 12 9 12 12 7 12 10 5 12 10 7 12 12 12 9 12 10 5 I.° 7n1 9 7 12 12 11 5 8 9 12 10 5 7 92 0 12 12 8 ,n 1 9 7 12 6_ 6 . 9 12 10 5 7 9 12 10 5 7 7 12 6 3 5 7 12 6 3 6 7 12 6 3 6 7 12 6 1 3 5 210 0 9 12 10 7 9 12110 5 7 9 12 10 5 7 4 8.0 62.0 12 12 12 5 8 12 1212 6 12 11 9 _ c 5 L 3 12 12 11 10 9 6/ 3 5 1015 3 3 9 o ° o to r' m V 3 3 4 f 3 12 12 12 12 12 12 7 5 9 7. 12 t 1 2 12 8 7 12 7 3 10 5 4. 6 3 5 3 1. 3 12 8 5 3 12110 12 11 10 1. J 1 v . 1 O 1 � 5 I. 3 5 11 6 3 1 3 �• � % 3 10� 3 3 3 3 3 --------_((��� 12 12 10 L 6 !} --" ) 1/4. zAHAc w RS NAIL.IN W/ 1 - 1/B- MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72.0 12 12 8 3 �n 12 12 10 4 6 , 92 0 9 12 6 3 1. 3 3 3 9 9 L or 3 3 3 3 9 9 4 ( 3 3 9 3 9 1. %/ 1- r / �f 3 3 10 12 8 3. 3 210 0 3 9 L V 3 10 5 , 3 10 5, 3 3 101 5 r/ 3 3 10 5 3 HOLLOW CONCRETE BLOCK [1:111111111l1111111111111111111111 - 4. 1 / ITW TAPCON W/ 1 -1/4.•' MIN. EMBEDMENT 4.8.0 12 9 I. 5 11 11 6 3 10 10 5 j 3 3 5 3 /,( 12 12 11 L 6 12 12 7 3 c 11 11 6 3 3 7 L 6 2.0 72.0 12 5 3 L 8: 4 r L 7 L if 1 5 3 }, / 12 12 8 3 I. 9 9 5 3 5 8 5 2 6 • 10 6 3 L 1. 3 6 3 5 3/, r1? 12 3 L L 8 5 3 7 4 . O 1 r, r 92.0 8 L ' 5 3 ' 5 3 r , r , � 5 7 9 �� 3 6. 7 6 4� 6 L. 4 n � 210 0 -5 1 3 /. / 5 / 5 3 / ; 5_ V,/ 5 4. 6 L % 6 c V 1 7< /- +ti , , , , , , , : 'k 1 1 /4. -m ELCO "LE FEMALE "PANELMATE'• w/ 1 -1/. MIN EMBEDMENT s 1/4..20 MACHINE SCREW WITH NUT 4 8 0 1 2 1 1 5 7 12 12 .. - 5 1 2 1 2 7 3 5 5 10 L [ 3 1 2 1 2 12 6 FE. 12 1 2 9 c 5 12 12 a 3 5 55 1 6 2 0 12 8 L 6 11 12 6 3 4 7 11 r�,. I�^IJ! 8 9- mom /7 / 12 12 10 4 12 12 7-_ 7 11 / L L 4/ J J H I' 4 // 72.0 12 12 7 3 5 6 11 3 4 9 12 12 8 1. 5 1- 1J1��I 6 3 7710 9 1 . 3 3 1. 3 1C 5 3 1 -1-I - 92 0 9 12 S � L 3 9 3 8 4. �i 4( /x/ f ' 3 El 4 L � % r,�i 9 12 6 - 3 3 9 4. 3 1 9 1. 2 0 9 / % 3 8 1 3 9 £. / 3 3 9 I. 3 3 4 17,, ,t ∎ ■ 1/4.. W POWERS w/ 1/8•' S. I /4. .20 STEEL MACHINE C EMBEDMENT STAINLESS SCREW c• 480 52 0 72 0 92 0 - 210 0 12 6121263 - 12 12 5 3 L L ? 1/1 3 12 12 12 6 8 12 12 10 L 5 12 12 4 5 5 11 6 _ 12 12 12 _ - l � 1 _ 3 _ 7 // .c. / � , ( 1 ^ \ \� \`1 171 -1 10 R 1- w\ \l 3 7 �� - ,, (/, 3 . 12 12 11 5 12 12 8 3 4. 12 3 4 3 9 5 3 7 12 t2 10 _ 7 12 7 3 L 10 3 3 9 5 Im - 8 10 -- 3 7 - IT _ o Imir 3 '--+ 7 10112 7 3 J I rvI c rl 9 9 5 ' 3 5 ,�3 � 9 9 1 / , 3 3 3 3 9 9 , 3 7 3 3 7 3/ {I r c 8 0 ._-- 92 0 12 12 914 5 1010 5V/ 3 ✓/ // 3 r/ . ;-, 3 5 / 1 5 1212 11 4 5 12 12 813 L • 10 / 3 7 4. 4.--1 11 11 7 3 4 I r I J � \`l l mlr 1�nI�nl 5 � 12 12 8 3 4 8 9 6 17 3 8 7 6 L. 5 1 ., 66 ' 6 j ' /' /An 4. Fir L r ► _ ,/,...0 ,/,...0 ..m PoWERS 2AMAC NAIL -IN W/ 1_1/8 MIN EMBEDMENT t0 10 5 �� -- ,_ 6 8 r 4 . 4/ S 3 ///V/ I/ / - L 3 K, 3 ' /.r/ / 1 y / 5 /I ' � _ i 3 V 3 12, i 1 5 /. S �l -1- 11 5 / 11 7 3 9 5 / 6 L / 1 3 // L % lml- 1-°I ^ i / // L A L r; •1 / 210 0 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4 EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 • . 615 CONNECTION 1 TYPE 2 314 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3. 5 000M G - Dmnmmiann> 1m W000 LAG 1 -.3 /3/L" MIN. THREE AD O 6ENErRAT10N SHEAR PARALLEL OR PERP. TO W000 GRAIN 48.0 12 12 11 7 112 12 12 81 S 11 12 12 7 [ L 10 10 12 4 3 7 62.0 12 12 8? 12 12 12 6 4. 8 12 12 5 3 7 7 7 7 7 12 12 12 L 4 4 / 4 r / /, ■ 6 I IJ1_H1 72.0 12 12 7 5 10 12 12 5 3 7 9 7 12 12 -L 4./ 3 6 6 92 0 12 12 5 3 8 7 12 4 1/ 6 210.0 7 12 L A 5 7 12 4 A 6 7 12 4 11/03/99 11 : I ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE OESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN . 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. L ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES './ALL FINISH OR STUCCO. 5. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 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 BE LOCATED IN CENTER OF NOMINAL 2" x L•' (MIN.) W000 STUO. 3/4" EDGE DISTANCE 15 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 ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. OESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT 11 F 8 - 1/2 BUIO.LD C. -OUT MOUNT SECTION ® ANCHOR SPACING SHALL NOT EXCEED " 12 FOR BUILD -OUT MOUNT SECTION ® ANCHOR SPACING SHALL NOT EXCEED 5' O C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE _ 7Q�Z� ---' -/ /3 Z BY PROCUCT COI iR0L 01V!S:OIV 8U!LDINC CODE COMPLIANCE OFFICE ACCEPTANCE NO.. / _ // /6.02 - Li Z Z H 1 • 0 O o of y Z 1: U u 1- 1 Z Y � 0 0 c. - Z - Z' J y N O ' . `�� z N z � $ y i v � Z Y - ; v avatasstommismwe I 1 I - fI t- > -r z Z 2 O 0,. : 1" ([ i ` y f o � 8 5:e U U -. O I N 6: 1 V.J. KNEZ ICH 1 iPnorEss&o4 ENOINEErIi !FL L 'o')83 n s e No 0 1999 07/23/96 ial. a••I^ II; .a .J Yv1 I ♦ -...y fa0 99 -856 shre' 6 0•' L 1 IEZEVICH