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895 NE 95 St (2)PETIT NUMBER: STATE CF FLORIDA THE'JNCE•ES ;GNE7 hereby gives nCt Ca U at improvements will be made to certain real prccerty, end in accordance with Chapter 713, Florida Statutes, the following inrcrmancn in prcviced in this Notice of Commencement Legal deso pncn of property and sa aet address: Description of improvement NOTICE OF COMMENCEMENT T A4; FOLIO NUMBER: ( 2)9S N)21 QS S-f 1 1- 3 O r olq - De/So A l k-1 S Rues, ' 313cP p /vve , COUNTY CF DADE Owner(s) name and address: Ft DO (e lnteres: in prcerry: " 5,470:: r 1= f 33 P a Name and adcr s cf fee s, r:ie Tbencicer: Contrac :cr's name and address: eJ1J ec� ) naqqraL5 3 IiLJ4(9 rr mV ; 3 Surety: (Payr;ent ccnd required by owner from ccntrec �r a 9 ' yf LcR!DA' COUNTY ')r Pis ni Name and address: ;,mount of coral: S Larders name and adores-: Nil N! y l ✓ H /aR F1Ub'ii U. By r "Persons within the Sta re cf ,-:crca designed Owner Joon wncn7 other r d cY ~ccc..s c. „t„e. ,.,.c:.r-er,ts ,72y ce scr /ed as provided ;, Se ✓cn 713.13(1)(2)7., •c„ca titar_:as, Name and address: In addibcn o himself,, Owner des;gnares the following rerscn(s) tc receive a copy cf a Le icrs ;Vcrica as crcvided in Sec:icn 713.12(1)(b), Fonda Statutes, Name and address: Expiration date of this Notice of C. rnmencament (the expiradcn date is cne (1) year from the date of rearing unless a different date is specified) Page 11 of l2 Os 0 0 oCi e LEE C. PICKER �® il <6 COMMISSION 9 CC774604 SIGN • , RE OF OWNE.4 EXPIRES SEP 13, 2002 p, Q BONDED THROUGH ( ` -Q� 1� 00(e � � � ADVANTAGE NOTARY Print Owner's Name: Prepared by. i\ ,Ji a') 4 /fi Sworn to and subscribed before me on this (q Address: - 4 7 An-t) b t 1,0®ato.s 0 day of_ (\Q pQ Personally Known, or Notary Public: •ProAduced ID F. D/L PI 600 ' 51 2-41- 3 ( f 2 Print Notary's Name: Oath taken, Oath not taken Commission Expiration REV 1/97 CUSTOMER 6! ADDRESS: MEAN ROOF HEIGHT: BUILDING WIDTH: WINDOW HEIGHT ABOVE GRADE: 51 CUSTOMER NAME: r LENGTH: : 1 1 , . i .• • • 1 1 , , 1 1 t 1 1 [ 1 ■ PEAK ROOF HEIGHT: 111 .... . .... • . s ....... .......... om. , , r..... Min MI1119., ' .___ _ i _____ i _____._ 1 i , , , 111111111111111Malo , 1 i MEI IIII 1 1 ROI A iP ...--1-- ..-.. 4.-- LL WNW _1 i_____________L_____,. , , , , , _Ap_____ li i .■■■■••■■.1......... 1 , 1 1 ' i . , , 1 1 , , . 1 -- irm • , , ,__ , , , ,_____,..._,„__,•_.4..____. . ,.....-.4.......-..i---:-.......---•..---■•■•■■•■■•■■ l.■■■*..-..,:1■• •■ •■■•.■ •■■•■;+.:... y■ ...■•■■••■■■■■ : . LII,Y4 11 ■■•■•■•■•• , : ■■■••.......11.■ •■■••■•• . t i ...;.■ - -- -.-.- ---4---1 I I ■ ' ' ' ■ t i i ' t i ■ 1 1 1 1 t 1 ' t i 1 i ■ t ■ t 1 ! i I . ■ -4-----J,---i---••-,- ..... ■ i i 1 ■ i • ■ . i i . ' _1_ i _ , • .,..._,,........1,.._,—.... . ; ; ; i • 1 i t...._ _. ..._.i.____ 1 i ; : •____„____....i.•_:._ , .__•.....•....__:...___ „ ....._ 1111 1 i.110 --4---,--•!-, ..-,-..-±--r-, -il-_•.4, - •t...7 _ _.....• : Tn . _ i __;_ _,_.,___÷.7___E___7___I i ;________,'••_..._:_; ____:.____J_____:____-__]_ . 1 , H : 1 1 _•_ 1 1 1 1 31 PRODUCT: ' _, ---2,-----,--------i. 1 . 1 , , 1 , , . , , , i 1 .... I i ...... SteelTech Industries c, STORM PANELS 0 ACCORDIAN SHUTTERS ° STRUCTURAL MEZZANINES ® PALLET RACKS Date: e/.31/4 Dear We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panels under number 98-0923.05. This letter authorizes - �Qt/ /04) i< <.4) '/9s To use our 20 Gauge Galvanized Steel Panels to be used at the following job: Pablo Debs Vice- President PD /mdm C: mswo rd/d a d ec o u my 20 ?-q5 5- wF S7 Tel: (305) 634 -9995 ° Fax: (305) 634 -2727 3750 -A N.I.U. 46 Street - Miami, Florida 33142 USA Website: www.steeltech2000.com / E -mail: sales @steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) M IAMI -DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 N. Miami Beach FL 33162 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 20 Ga. Galvanized Steel Storm Panels 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 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.:99- 0205.01 Expires:11 /09/2001 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. Approved:03 /04/1999 Internet mail address: postmaster @buildingcodeonline.com Witt 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 rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepuge: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No. : 99- 0208.01 APPROVED : MAR 0 b 1999 EXPIRES 11/09/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of 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 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -312, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 16, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, 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 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 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel 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. 2 of 3 Helmy A. '`takar, P. E. - Product Control Examiner Product Control Division Atlantic Shutters, Inc. ACCEPTANCE No.: 99-0208.01 APPROVED MAR 0 II 1999 EXPIRES 11/09/2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 he considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 needs 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 last page 3. END OF THIS ACCEPTANCE 3 of 3 l _ 4. i(4 Helmy A. L Iakar, P.E. - Product Control Examiner Product Control Division 0 0 PRODUCT MARKING - PRODUCT MARKING LOCATION— / (OPTIONAL LOCATION) 400" i 75 SCALE : 3" = 1"- 0" ,.170t' 12.00" COVERAGE 13.50" FULL PANEL 7751 ", } 2.016" 55" '..400" ® STORM PANEL SCALE : 3" = 1'- 0" It 185" =07'J666" _ : .066., A66.. • 066'" ;o 0 ' .072"1 in .122'• tnl (TYP) `,TYP I 0 c'hu HEADER 0 "U" HEADER 0 OPTIONAL ANGLE SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM I5 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 995 -026, ES-003 AND 96-003R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES: 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 75'; 6.00" COVERAGE 7.50" HALF PANEL 2.000 "; 1-1ORI20NTAI 1 FC, OPTIONAL (LEFT OR RIGHT) Q ANGLE 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093" TYP. 120" TYP. VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" © STUDDED ANGLE SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) ® WASHERED WINGNUT TOP MOUNT SCALE : HALF SIZE FASTENER CO 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER \ THAN 100 PSF LL LESS THAN OR EQUAL TO 200 PSF. W - CO Q 1- w W In 1- 'V Z -J W z Q a X = OVERLAP FASTENER (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION — TYPE 1 LLl I CO Q 1- 1- Z - ,I(PERP. TO PANEL SPAN) SECTION P OVERLAP FASTENERS TYP. (SEE NOTE # 6) —J - ALUM. ANGLE CLOSURE PIECE: 1" x x .125" MIN. TO 2. "x5 "x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED WIDTH UNLIMITED l (PERP, TO PANEL SPANr— TOP MOUNT SECTION F } 12" TYP TYPICAL ELEVATION — TYPE III EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) SECTION A SCALE: 1 -1/2" = 1' -O" WIDTH UNLIMITED TOP MOUNT OR DIRECT MOUNT --, (PERP. TO PANEL SPAN OTTOM MOUNT A v BOTTOM MOUNT J Q t- 0 0 S CC 0 1- W w to 2 1- O z W J J w z Q z 0 N_ 0 a 0 -J Q (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO / 2" x 5" x .125 " MAX. .- BOTTOM MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) I YPiCAL ELEVATION' — TYPE PE II BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION — TYPE IV 6" (TYP) WIDTH UNLIMITED I(PERP, TO PANEL SPAN)- TOP MOUNT OR DIRECT MOUNT 12" (TYP FASTENER (la 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1/2" MIN. OVERLAP APPROVED OUTNFLORIDA CODE THE DAT .� +a • a iv 1 BY .;r__•..�� :/ PRODUCT CO' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c ri - 0 1 0 SS •r 1 -1/2" - MIN. SECTION O J 0) o- w d r • 0 O s Oa t!) a < � 3 ctEi = V 3 — a Z Y z P I co drown by CcC acola AS =WO [gloaters by v�x1 ( drawing no. cflocdod by vlx 98 -312 afloat 1 or 9 R la / a E a V 1 (VERTICAL ORh Z , 0 0 PRODUCT MARKING - PRODUCT MARKING LOCATION— / (OPTIONAL LOCATION) 400" i 75 SCALE : 3" = 1"- 0" ,.170t' 12.00" COVERAGE 13.50" FULL PANEL 7751 ", } 2.016" 55" '..400" ® STORM PANEL SCALE : 3" = 1'- 0" It 185" =07'J666" _ : .066., A66.. • 066'" ;o 0 ' .072"1 in .122'• tnl (TYP) `,TYP I 0 c'hu HEADER 0 "U" HEADER 0 OPTIONAL ANGLE SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM I5 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 995 -026, ES-003 AND 96-003R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES: 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 75'; 6.00" COVERAGE 7.50" HALF PANEL 2.000 "; 1-1ORI20NTAI 1 FC, OPTIONAL (LEFT OR RIGHT) Q ANGLE 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093" TYP. 120" TYP. VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" © STUDDED ANGLE SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) ® WASHERED WINGNUT TOP MOUNT SCALE : HALF SIZE FASTENER CO 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER \ THAN 100 PSF LL LESS THAN OR EQUAL TO 200 PSF. W - CO Q 1- w W In 1- 'V Z -J W z Q a X = OVERLAP FASTENER (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION — TYPE 1 LLl I CO Q 1- 1- Z - ,I(PERP. TO PANEL SPAN) SECTION P OVERLAP FASTENERS TYP. (SEE NOTE # 6) —J - ALUM. ANGLE CLOSURE PIECE: 1" x x .125" MIN. TO 2. "x5 "x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED WIDTH UNLIMITED l (PERP, TO PANEL SPANr— TOP MOUNT SECTION F } 12" TYP TYPICAL ELEVATION — TYPE III EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) SECTION A SCALE: 1 -1/2" = 1' -O" WIDTH UNLIMITED TOP MOUNT OR DIRECT MOUNT --, (PERP. TO PANEL SPAN OTTOM MOUNT A v BOTTOM MOUNT J Q t- 0 0 S CC 0 1- W w to 2 1- O z W J J w z Q z 0 N_ 0 a 0 -J Q (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO / 2" x 5" x .125 " MAX. .- BOTTOM MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) I YPiCAL ELEVATION' — TYPE PE II BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION — TYPE IV 6" (TYP) WIDTH UNLIMITED I(PERP, TO PANEL SPAN)- TOP MOUNT OR DIRECT MOUNT 12" (TYP FASTENER (la 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1/2" MIN. OVERLAP APPROVED OUTNFLORIDA CODE THE DAT .� +a • a iv 1 BY .;r__•..�� :/ PRODUCT CO' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c ri - 0 1 0 SS •r 1 -1/2" - MIN. SECTION O J 0) o- w d r • 0 O s Oa t!) a < � 3 ctEi = V 3 — a Z Y z P I co drown by CcC acola AS =WO [gloaters by v�x1 ( drawing no. cflocdod by vlx 98 -312 afloat 1 or 9 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, — HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED •0 ON TYPE OF STRUCTURE EXISTING CONCRETE, HOLLOW BLOCK OR EMBED WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE © FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 2° 0 CONT. (TYP. TOP & BOTTOM WALL MOUNT SECTION SCALE : 3" = �— FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION °TYPE 4° : a N / 0 wI i SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1 L 0 w l7 0 w CONT SCALE : 3" = 1' -0" 7 1/4 -20 MACHINE BOLT & NUT CO 12" 0.C. N 1/4 -20 MACHINE BOLT & NUT @ 6" 0.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "YYPE 4° w J w w l7 z w J J w X E 1/4" MAX. ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 1/4" MAX. GLASS OR DOOR — 1/4 -20 MACHINE BOLT FASTENER. SEE & WINGNUT @ 6" O.C. ANCHOR SCHEDULE FOR TYPE I & II AND REF. CONNECTION 'TYPE 4° Cal 12" 0.C. FOR TYPE III tt SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) • (MAX. DESIGN LOAD = 4130 P.S.F. \ -100 P.S.F. J (BUILD -OUT MOUNT SECTION SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) & IV NOTE: 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II AND Cal 12" 0.C. FOR TYPE III & IV — WOOD FRAMING THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = PLYWOOD AND STUCCO FINISH FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION °TYPE 4 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION °TYPE 3° EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. ©CONT. GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — FASTENER. SEE ANCHOR SCHEDULE, \ REF. CONNECTION 'TYPE 3" 4- FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3° SCALE : 3" = 0 CEILING/INSIDE MOUNT SECTION 0 w m E — USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE I & II AND @ 12" 0.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1° (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX. ()CONT. WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL WALL MOUNT SECTION E SCALE : 3" = 1' -0" w J CO 4 1- w w 1- l7 z U./ - J Lai Z 4 a X Q EXISTING STUCCO FINISH (TYP.) 1/4 -20 MACHINE BOLT & WINGNUT 6" 0.C. FOR TYPE I &II AND Cal12 " 0.C. FOR TYPE III & IV 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE 1 & II AND Cco 12" 0.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL r 1/4" MAX. C1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA pUILDING CODE DAT - 19 � IMr BY < < ✓ .< PRODUCT CO''ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c 0 > 0 0 OI 0 ° I I N icd i41 qd lat I.JEC E-1 i0®I�c (ow Z(-3 I ; m 1 I c { I I 12/10/90 croon by AS MATZO coolgn by 1 v' a70vu+g no. (chochod b ` vtx 98 -312 shoat 2 of 9 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) N Z EMBE.;!;; .:I! GLASS OR DOOR 7 PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING 1/4 -20 S.S. BOLT & WINGNUT ® 12" O.C. MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL j ANGLE (MAX. DESIGN LOAD s 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" C • SCALE : 3" = 9' -0" RN ER DETAIL 000NT `FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING ® 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS STORM PANEL ... STORM PANEL THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. ® 24" O.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES 1/4 -20 MACHINE BOLT & WINGNUT p 6" O.G. FORTYPEI &II AND (al 12" O.C. FOR TYPE III & IV ©CONT � I SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR / '2" / z �� /t /I © CONT. 1/4 -20 MACHINE BOLT & NUT 12" O.C. -m, ()CONT. (TYP. \. BOTTOM SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 21 (MAX. DESIGN LOAD s '72 PSF) SOFFIT CONNECTION DETAIL SCALE : 3" = 1-0" d \ --FASTENER. SEE 1 ANCHOR SCHEDULE !j REF. CONNECTION "TYPE 4' `- EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE `- FINISH MATERIAL STUCCO, AND /OR PLYWOOD SIDE CLOSURE REQ'D. (SEE PLAN VIEW •SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — WOOD ROOF TRUSS ,, / t /' OR FRAMING MEMBER . #14 SMS BETWEEN ✓ . FINISH MATERIAL STUCCO ' " z AND /OR PLYWOOD ' s / TRUSSES (1 12" O.C. z. 1/4" MAX. /N -J w z a X z ZI- wiw J J J CO w Z Q w CL X" a: USE REMOVABLE ANCHORS ONLY ® 6" O.C. MAX. FOR TYPE I & II AND ® 12" O.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1° (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE -7 . I EMBED 1/4 -20 MACHINE BOLT & WINGNUT (a 6" O.C. FOR TYPE I & 11 AND (h 12" O.C. FOR TYPE III & IV SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) FINISH MATERIAL STUCCO, / AND /OR PLYWOOD DIRECT MOUNT DETAIL SCALE : 3" = 1-0" —FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4° 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. 1/4" MAX. SCALE : 3" = 1' -0" ANGLE BUILD -OUT FINISH MATERIAL STUCCO, AND /OR PLYWOOD AP OVED AS COMPLYING WITH' THE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD ± 72 PSMT Ntle.L. . • 19 la"( PRODUCT Ct ROL DIV:S-ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ��` a, 98 -312 ohoot9 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR lt; 1 PLYWOOD AND STUCCO FINISH —� I 2" x 6" P.T. WOOD BLOCKING co z J - w z X CONT. E (MAX. DESIGN LOAD ± 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O WALL MOUNT SECTION (BOTTOM) F SCALE : 3" = 1-0" 1/4 -20 S.S. BOLT & WINGNUT @ 12" 0.C. MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE CORNER DETAIL SCALE : 3" = 1-0" STORM PANEL • .,. STORM PANEL ©CONT. FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (a) 12" 0.C. TWD 1/4"0 S.S, I AG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 24" 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C FORTYPEI &II AND @ 12" 0.C. FOR TYPE III & IV SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) :=121=E) (TABLE 2) © CONT. 1/4 -20 MACHINE BOLT & NUT (8112" � CONT. (TYP. OP & BOTTOM — 7 w{ 0 / EMBE Dt- SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD —OUT MOUNT SECTION SCALE : 3" = (MAX. DESIGN LOAD *- 72 PSF) SOFFIT CONNECTION DETAIL . SCALE : 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD ROOF TRUSS OR FRAMING MEMBER J w z a X z z w -J #14 SMS BETWEEN /' TRUSSES @ 12" 0.C. d FINISH MATERIAL STUCCO, , S AND /OR PLYWOOD ' N — / 1/4" MAX. %N ZI P wr J;J J ,m Z I- Z Q w a.w to X 4, USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I & II AND @ 12" 0.C. MAX. FOR TYPE 111 & Iv, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1° (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE —7 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE Ili & IV '- FASTENER. SE ANCHOR SCHEDULE _ REF. CONNECTION 'TYPE 4° '—FINISH MATERIAL STUCCO, AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/2" EMBED Z, I /iN / / O DIRECT MOUNT DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, / AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4° 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. SCALE : 3" = 1' -0" r - FINISH MATERIAL STUCCO, AND /OR PLYWOOD 0 z J w z; al a, X! Q AP NED AS COMPLYING WIT}} THE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD ± 72 PS{ T 0 19 11111Pr ,1 By ANGLE BUILD-OUT PRODUCT C6ROL DIV:S•0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C_Q-p2_____ o • t21 ( arottrng no. 98 -312 1 ohoo49oV9 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 x 5 Tw = .125" Tf = .125" S' - 0" 9' -5" 8' -0" 1 -1/2" MIN. I' L '\\11'R+,�1 llt111R'1111111:: 1 }, d 11,�11rt dU 11'. l: \�I1111u1u 11.1111111:1}x111111 ly 1111 1 r-- ' /' /, EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 0 POCKET DOOR DETAIL L SCALE : 3" = 1' -0" 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION p 12" O.C. 2" x 2 " V STUDDED ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 5" TO 10" PLYWOOD & STUCCO FINISH AI■1GLE BUILD -OUT SCALE : 3" 0 1' -0" (MAX. DESIGN LOAD 2 72 PSF) w J Q 1- w w FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4° 2 "x3 "x1/8" OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/2 -13 MACHINE SCREW NUT 1/2"o POWERS RAWL CALK -IN @ 12" O.C. W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER (al 12" O.C. 1/4" MAX. J w z co 4 u a = z J X Q z EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) // GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE / % N Y / v Mr / / / / MB EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — HEADE SCALE : 3 hu FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO- 1/4 "0 THRU BOLTS � — 2"x3 "x 1/4" x0' -8" 6063 -T6 ALUM. ANGLE #12 SMS (a 12" O.C. (MAX. DESIGN LOAD ® °PASS THRU° DETAIL SCALE : 3" = 1' -0" THREE 5/16 "Cii POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ .3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) MOUNT DETAIL 2" x 4" x 1/8" CONT. /4" PLYWOOD ALUM. TUBE (6063 -T6) z "� / : L k , I / N1 W 1/4"o POWERS RAWL CALK -IN (nl 5 " O.C. WITH 7/8" MIN. EMB. IN CONC. OR I HOLLOW BLOCK OR 1/4 "0 LAG SCREW; ,, (0) 12" O.C. W/ 1 -1/2" MIN. EMB. / yEMB. IN WOOD. WOOD SHALL BE OF SPECIFIC V GRAVITY G OF 0.55 OR GREATER 1/2 "o THRU BOLT p 12" O.C. 1/4"0 POWERS RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW \ © 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & f MAX. HORIZONTAL SPANS) J W Z Q X Q z J ' w; z, Q; CL X . Q E 2 72 PSF) 0 m l7 z w J SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2" x .093" STUDDED ANGLE - MAX. 1/8" TILE FINISH MATERIAL 1" x 3" 2" x 3" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SCALE x .055" 6063 -T6 ALUM. TUBE —� FINISH MATERIAL, STUCCO AND /OR PLYWOOD X' Q I — 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 AL UM W/ EXISTING CONCRETE 1/4"tb STUD (I 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD ± 72 PSF) EDGE MOUNT DETAIL 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 2" 1/4" MAX. 1 `1/2" MAX. O HEADER MOUNT DETAIL SCALE 3" = 1' -0" T — 5/16" 0 POWERS RAWL CALK -IN (d.) 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT C 0 1 BY g :. .W PRODUCT CO' `ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ct -0'2 0 5 •o doatgn by V};( drovu+g no. 1 98 -312 ohoot 6 of 9 0 0 21 1 (chochod bq) ( v sx I :EAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125" Tf = .125" 5' -0" 9' -5" 8' -0" 8' -l" wi w EXISTING CONCRETE / OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EDGE DIST. Aldj 2" MIN r w 1 � O TRAP MOUNT DETAOL SCALE : 3" = 1' -0" 12/17/98 15:37 FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE /- FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3° 1/4" -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND C 12" 0.C. FOR TYPE III &IV "- 2" x 5" MAX. x .093" STUDDED ANGLE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "'TYPE 1 °- 1`w w z 2" MIN 1/4" -20 STUD & WINGNUT, PANEL PANEL TO ANGLE / CONNECTION (al 6" 0.C. - ' / / 2" x 5" MAX. x .093" / STUDDED ANGLE O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" I2 „ x 2„ ( x .055" 6063 -T6 ALUM. TUBE - j 2" x 2" x .093" STUDDED ANGLE 1/4 "0 MACHINE BOLT NQTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM PANEL. Zoo x 2' ALUM. TUBE SCALE : 3" = 1' -0" FA UDLD —OUT FINISH MATERIAL STUCCO, AND /OR PLYWOOD ,— EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3" 2" x 2" x .093" STUDDED ANGLE 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND (al 12" O.C. FOR TYPE III &IV THREE 5/16 "9) POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. V TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL SUPPORT BEAM SCALE : 3" = 1/4 "0 THRU BOLT (la 12" O.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 2" x 2"x .093 " STUDDED ANGLE-\ (MAX. DESIGN LOAD t 72 PSF) ,Tw —ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BECRI M AX . AM HDESORIZONTAL PTION SPANS) 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE FASTENER. SEE ANCHOR SCHEDULE, \ \ REF. CONNECTION °TYPE 3° �\ 2" MIN. EDGE DIST. *12 SMS (la 12" O.0 STORM PANEL BUOLD —OUT SCALE : 3" = 1' -0" T —J W z a m it F— X Q z • w "- NON- STRUCTURAL \- 1/4 " -20 STUD & WING NUT (al 6" O.C. FOR TYPE I & II AND Cal 12" O.C. FOR TYPE III & IV 2" x 2" x .093" STUD ANGLE 1 NQTE: THIS DETAIL MAY BE USED A ATIPROVED AS COMPLYING WITH 1T TOP OR BOTTOM OF PANEL. SOUTH FLORIDA `` BUILDING CODE DAT {A C!• BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - •oi • y j N a U - o z a O A OE W n • CL CO — 4 — ry J o a v , z LL W r x > ", a E P LL O rn co z m W J1 Y 0 a a w ( doro AS aaseo I dooign by vFc 1 • . Crowing no. 98 -3312 (shoot S of 9 I PROFESSta 4AL u . -. ER 1 FL Lic.' e¢ No: I PE O..40'03 1999 42.110140 drown by t1C chockod bql vlx 1 NEGATIVE DESIGN LOAD W (PSF) TYPE 1 TYPE II TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS ® 6" O.C. OR "F" TRACK WITH BOLTS ® 6" 0.C. FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS ® 6" O.C. & DIRECT MOUNTS W/ ANCHORS (0 6" 0.C. (TOP & BOTTOM) "U" & "H" HEADERS WITH STUD SILLS ® 12" 0.C. OR "F" TRACK WITH BOLTS @ 12" 0.C. FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (la 12" 0.C. & DIRECT MOUNTS W/ ANCHORS (la "" 12" O.C. MAX. (TOP & BOTTOM) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 '•4- -6 2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 S - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2-3/4 1-1/8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 60.0 5 - 0 2-5/8 1-1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80.0 5 - 0 - -- - 2- 5 /B - -- •. �� 1 -1/8 7 - 4 2 -5/8 1 -5/8 9 -11 3 3 90.0 4 - 0 �^ 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 100.0 - 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 -1 3 3 110.0 4 - 0 - 1-1 - 7 - 4 2 -5/8 1 -1/2 8 - 8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. er = FOR TYPE I & 0 - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. = FOR TYPE 111 & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 6•. C r / BY PRODUCT CO ''OL DIV!S10N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9� •mom U I I W i w Z O tn oZ m o Q 7, 0 o J LL N l0 0 J Z ° ¢ a e a I F • u - > E o A Q co z m W UI o . c m - g ®.J A ddt Plpg ul a p o 01_ cct,j z(-.4 csi cD 6 L12 .1 4 EmEa era &owing no. 98 -312 nnoot 0 of 9 FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -0•• (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 Coots • 12 • . 12 ... • • 12 12 ••• 12 ... ' • • I I 12 • 12 • 12 • 12 ••• 12 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 * �it!.iJ crltr•.: 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 7/8 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NuT 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 � 6 8 12 12 12 6 8 12 12 12 6 8 12 12 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 1 ):\ 1 GA 62.0 12 12 9 12 12 11 3 5 11 11 9 ;//;// 4 9 5 7/16"0 BRASS WOOD BUSHING W/ 5/8" EMBED. AND 3/4" MIN. EDGE DISTANCE 72.0 12 7 8 12 12 10 9 9 %// 4 % l 7/ 4 // 4 10 9 9 6 5. 5 9 9 // j 'Z f 4 4 4 9 9 9 5 5 5 92.0 12 4 6 12 12 200.0 9 // �! 4 9 5 ANCHOR NOTES: 1. SPANS Ea LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACONGi ONLY. ALLOWABLE SF1JQATTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. %r DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE BY DAT �NR eL. 14,19; PRODUCT CO •r'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, -0ZO •01 a n o1 PROFES ••• • ',, r a ER FL Lic • e No PE .07.,a3 e M/16/90 o.. (drown by A8 P OT D cac idon lgn by V.= cb cbod b I V.= 1 I Q?a *n9 no. S -3 12 9 nnoot 7 of 9 ANCHOR NOTES: 1. SPANS Ea LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACONGi ONLY. ALLOWABLE SF1JQATTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. %r DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE BY DAT �NR eL. 14,19; PRODUCT CO •r'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, -0ZO •01 FASTENER SPACING (INCHES) A CO1OR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD ( W ) P S F MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3° EDGE DOSTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 1 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12 -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 •4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE 1/4 1 - 1/4" (RAIN. m1111111111111111111i1111111111 !> "0 ITW TAPCON W/ MIN. EMBEDMENT 3,100 P.S.I. COxCRETE) 48.0 12 12 12 12 12 12 6 7 12 12 12 3 5 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 6 2.0 12 12 10 12 12 12 4 6 12 12 11 3 5 11 6 12 12 12 12 12 12 5 9 12 12 1 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5 7 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 2 0 0.0 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7 1 12 3 7 12 7 astoatakam W/ 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 et- sr FEMALE 1 (MIN. I 1 - 1/4 "0 "PANELMATE" - 1/4 MIN. 3. 1/4 SCREW s,auo VIIIsM 62.0 12 12 9 12 12 12 10 10 10 3 l, / � ,� 5 4 4 4 12 10 10 10 12 6 5 5 10 • • / // , ; ; , 4 4 4 4 10 10 10 10 5 5 5 5 12 12 12 10 12 8 4 11 9 7 5 12 12 12 10 12 12 12 5 12 10 10 10 3 �� / � ' ; ; ,� /, / 6 5 5 5 12 10 10 10 12 6 5 5 10 10 10 10 ''� / j r, , � .�/ .// 5 5 5 5 10 10 10 10 5 5 5 5 ELCO MALE/ EMBEDMENT - 20 MACHINE WITH NUT P.8.L =CRETE) 72.0 12 8 8 12 12 92.0 12 4 6 12 12 2 0 0.0 10 ' 4. 10 5 -sr 1/4 "0 RAWL W/ 7/8" & 1/4 - 20 STEEL MACHINE (RAIN. 6,030 rl' ■') POWERS CALK - IN EMBEDMENT STAINLESS SCREW P.S.I. =CRETE) 48.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 1212 12 12 12 12 12 9 12 12 12 12 12 112 12 12 8 7 12 11 12 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 7 12 11 12 12 12 12 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 2 0 0. 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 ! 12 7 11 12 12 48.0 12 12 11 12 12 12 5 6 12 12 10 IF 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 (RAIN. 6 2.0 12 11 9 12 12 11 3 5 11 11 9 4 9 5 12 12 12 12 12 12 4 8 12 12 11 3 6 11 6 1/4 "0 RAWL NAIL - IN MIN. 3.8131) POWERS ZAMAC W/ 1 - 1/8" EMBEDMENT P.S.I. COxGREPE) 72.0 12 7 7 12 12 9 ;/ 4 9 5 9 4 9 5 12 9 11 12 12 12 3 6 12 7 11 3 6 11 6 92.0 12 4 6 12 12 9 9 // 4 4 9 9 5 5 9 9 4 4 4 9 9 5 5 12 11 5 3 9 6 12 11 12 6 11 11 3 3 6 6 11 11 6 6, 11 11 3 3 6 6 11 11 6 6 , 200.0 9 // 4 9 5 (MIN. 48.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 lel " "`m 6 2.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 . 12 4 8 12 9 1/4 "0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 - 1/8" MIN. EMBED. 2.1 ¢D P.S.I COxCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12. 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 2 00.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 BOLT 1 - 1/4" (RAIN. al 48.0 12 12 12 12 12 12 11 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 IMN I 62.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 Is 1/4 "0 RAWL & 1/4 - 20 (3/4"0 MIN. 2.= POWERS DROP - IN SIDEWALK HEAD) W/ EMMENT B D 72.0 12 12 12 12 12 12 5 7 12 12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 12 5 6 12 10 12 5 6 - 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 P.S.I. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTRI ER SPANS FOR SPECOFOC LOADS MUST BE LIMITED TO THOSE SHOWN IN TA LE 1, SHEET 6. 2, ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORA ° BUILDING CODE DAT' r 4 1 AV PRODUCT CfROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q ct ' •O CJ z =I lL 0: 0. 0 u to 0 SS o 1 o T B' M 4 4 0 0 4 J LL r 0 0 0 0 s 4 1 4 0 E 0 LL N a EE a vt g 4 1 W 0 loco 43 ocOY¢D PROfESSOLVdAL FL Licon.� PE 0010 i` 4. Agin ••• 13/16 'drown by 1 ccc (dosIen by II vJ f drrndnO no. (cbochod by ( V.Pt 98 -312 shoot 0 of V FASTENER SPACING (INCKES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE URIE ANCHOR TYPE MIN. 2° EDGE DISTANCE MIN. 3" EDGE DISTANCE LOAD (W) PSF SPANS UP TO 5 -0'" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) MAX' (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK 48.0 12 12 8 12 121 9 4 9 6 3 6 5 12 12 12 12 12 12 7 12 12 8 5 8 6 62.0 12 7 6 12 12 7 3 7 6 3 6 3 12 9 9 12 12 9 5 9 9 7 4 7 4 . i1 1111111111111111111111 11\111!% 1/4"0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 72.0 10 4 8 5 4 10 8 10 8 6 6 A 3 3 6 6 6 3 6 3 12 6 8 12 12 8 4 8 4 7 4 7 4 92.0 6 3 6 3 10 3 6 10 10 7 4 7 4 7 4 7 4 200.0 6! 3 6 3 6 3 6 6 ra 3 6 3 7 4 7 4 7 4 7 4 7 4 7 4 dr a.:)r anailit - W/ 48.0 12 12 12 12 12 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 ■ .er I vQi1 I -� 1/4 "0 FEMALE "PANELMATE" 1 - 1/4 MIN. & 1/4 SCREW m xxxi r3u. 62.0 12 9 12 12 12 12 12 10 10 10 / j/ � 4 4 4 10 10 10 5 5 5 12 12 12 12 8 4 11 9 7 12 12 12 12 12 12 12 10 10 10 3 / i ' f /' . 1 6 5 5 5 12 10 10 10 12 6 5 5 10 10 10 10 / ! // "// i / �' // // 'x / 5 5 5 5 10 10 10 10 5 5 5 5 ELCO MALE/ EMBEDMENT - 20 MACHINE WITH NUT 72.0 12 8 12 12 10 10 6 92.0 12 6 12 12 10 10 5 200.0 ! 10 4 10 5 10 10' . 5 10 � �, ' 4 10 5 10 / ' ' /� / ../ 5 10 5 `� 1/4 "0 RAWL w/ 7/8" & 1/4 - 20 STEEL MACHINE /l■�I PowERS CALK - IN EMBEDMENT STAINLESS SCREW 48.0 12 12 10 12 12 12 5 6 12 12 1 12 12 12 12 _ 12 12 6 9 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 3 4 10 10 8 //// 4 8 4 ! 12 12 12 12 12 12 3 7 12 12 11 /� 6 11 6 72.0 12 7 7 12 12 9 ; 4 9 5 8 , j' 4 8 4 12 8 11 12 12 11 3 6 11 6 11 ;f % 6 11 6 92.0 12 4 5 12 12 8 ./ 4 8 4 8 / /7 4 8 4 12 5 8 12 12 11 6 11 6 11 ' ; 6 11 6 200.0 8 �� 4 8 4 8' / 4 8 4 8 4 8 4 11 /� / 6 11 6 11 � ' �� 6 11 6 11 , / 6 11 6 48.0 12 12 8 12 12 9 5 9 9 6 3 6 4, 12 12 12 12 12 11 4 7 11 11 8 5 8 6 62.0 12 7 6 12 12 7 3 7 7 5 3 5 3 12 9 9 12 12 8 5 8 8 7 4 7 4 1/4 "0 RAWL NAIL - IN MIN. POWERS ZAMAC W/ 1 - 1/8" EMBEDMENT 72.0 10 8y 4 5 4 10 8 10 8 1 6 5 4 3 6 3 3 5 1 3 3 5 5 3 12 3 10 5 3 8 6 12 10 12 7 10 7 4 ,i/ 4 7 7 4 4 7 7 4 4 7 7 4 4 92.0 3 5 200.0 ! 5 / ; / , 3 5 3 - 5 3 5 3 3 5 /i 3; 7 V' 4 7 4 7 '/ // 4 7 4 7 4 '] 4 -4 48.0 12 12 8 12 12 8 3 5 8 8 3 6 4 12 12 12 12 12 1 10 7 10 10 7 j/ 5 7 5 /11 1/4 "0 DYNABOLT ANCHOR I Gam- 1 62 11 6 6 11 11 j 6 // 3 6 6 3 5 3 12 8 9 12 12 8 5 8 8 7 / 4 7 3 ITW RED HEAD SLEEVE 8" MIN. EMBED. MBED. 7 2.0 92.0 j 9 4 5 4 9 7 9 7 5 5 / � F 3 3 5 5 3 3 j. . 5 3 5 3 12 5. 8 12 12 7 4 7 4 7 '/ 4 7 3 3 5. 3 9 3 6 9 9 7 A 4 7 3 7 . / ; • / 4 7 3 200.0 3 5 3 5 3 5 3 5 3 5 3 1 7 4 a 7 3 7 4 7 3 L 48.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 Tx i1 \11 \111 \11\\1A111 \111\ 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 1/4 EPDXY S.S. MACHINE 2" 2" SCREW RoD1 - ITW EPCON ANCHOR W/ SCREW W/ MIN. EMBED. 72.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 , 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 .12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 ANCHOR NOTES: 1. SPANS 41 LOADS SHOWN HERE ARE FOR DETERMINING ARICI -OOR SPACOVVIG ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN ON TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1 DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Amt. • 19 BY PRODUCT C0O DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q q ' DaO8•D l I CS , 0 y � r I m yam Er 7 w 0 p- F LL I U o 0 64 n a a a 10 et u m I co i CO N Q m Y J o a ` cs 1u. Z i� ! m nI F L .4f - .V ■!k dot ° col ! Ara PaT¢0 I datagn by V1x clinched by v,x &owing no. 98 -312 °hoot 9 of 9 drawn by we PROFES FL Lice PE00, 74 fit revisions COPYRIGHT 1996 KNEZEVICH 8. ASSOCIATES MIAMI (3