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SHUTTERSIssue Date: 6/13/2006 Owner's Name: SHERYL CUCCHIELLA Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 948 92 Street NE Miami Shores Village, FL 33138 Contractor(s) Phone ALL FLORIDA HURRICANE INC 305 - 546 -3211 Primary Contractor Yes Comments: HURRICANE SHUTTERS Additional Information Type of Work: Additional Info: No of Openings: 18 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Expired Permit Renewal Fee $100.00 Total: $100.00 Invoice Number WS - 6 - 06 - 25186 Total: Amt Due $100.00 Amt Paid $100.00 $100.00 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/10/2006 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1593 Phone: 1132060060100 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,400.00 Required Inspections Shutter Attachment Shutter Final NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Inspection Number: INSP -27174 Permit Number: WS-6 -06 -1593 Inspection Date: 09/20/2006 Inspector: Desharnis, George Owner: CUCCHIELLA, SHERYL Job Address: 948 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL FLORIDA HURRICANE INC Building Department Comments Tuesday, September 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 2an Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060060100 Lot: Phone: 305 -546 -3211 Page 1 of 2 Passed Inspector Comments `! ,i ,,/� e ie...., / 9 c/0 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -27174 Permit Number: WS-6 -06 -1593 Inspection Date: 09/20/2006 Inspector: Desharnis, George Owner: CUCCHIELLA, SHERYL Job Address: 948 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL FLORIDA HURRICANE INC Building Department Comments Tuesday, September 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 2an Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060060100 Lot: Phone: 305 -546 -3211 Page 1 of 2 Bill To SHERYL CUCCHIELLA 948 92 Miami Shores Village, FL Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 06/13/2006 Expired Permit Renewal Fee Tuesday, June 13, 2006 Permit Invoice Report Permit Type: Windows /Shutters Invoice Number: WS -6 -06 -25186 Invoice Date: June 13, 2006 Permit Number: WS -6 -06 -1593 Fee Type Calculated Total Fees Due: Fee Amount $100.00 $100.00 , Payments Date Pay Type Check Number Amount Paid Change 06/13/2006 Check 5560 $100.00 $0.00 Total Paid: $100.00 BUILDING le MIAMI SHORES VILLAGE, FLORIDA ELECT PL MBRNG ` ° o PERMIT N2 47292 Date ROOFING Owner of Building Architect Contractor or Builder Legal Description / D-11 ` 1/17 I BI. Building of LL V �' 92 Work to be performed under this Permit Contractor's License No. l e oVo,b) Kermit: jj2CF: St bd - ` vision — � � — (7 � � 9 Notary: �11 Bond: Sq. Ft.: / tJ Radon: Value of /'° Project $ ,a Amount t of 9 j This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any `; plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employ Signed •yi( (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict confor .ity with the pI ns, drawi.gs, statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptint'a per .• I assume re .onsibility f• I wo one by either, myself, my agent, servant or employee. �'_.^ / / CON R i ' • ' : i s ER BY AUTHORITY 1111 s is 1 ke. one, cA..) J 15ho3 . ppr004 cO Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until .................... .................... .................... .................... �ctie�#�i ................. ................. ................. ................. Inspection Date: 09/28/2006 Inspector: Grande, Claudio Owner: CUCCHIELLA, SHERYL Job Address: 948 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL FLORIDA HURRICANE INC Building Department Comments Wednesday, September 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060060100 Lot: Phone: 305- 546 -3211 Page 1 of 2 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date G ! L Job Address Q/? ief i q, Si Tax Folio �- J 2-06 - cob - © /OO Legal Description 4. p7 / ?. Go 1 GO / . Historically Designated: Yes No Owner/Lessee / Tenant 5/e W- co an (-(P E6C4 Master P ermit # ESTid_c'" Phone 4 - 9- 5or. Contracting Co. 1F / ( LLD 1(� (D.- 2 -"ter ti ,2 l� Address /�/ J /39 C1-"e" ` o ! , :// 74 ' . , 2 Owner's Address 62 ct N& q 2- S T Qualifier C c auE',t: „ _ SS# Phone '" ( ` a State # Municipal ) !/ 9 -s Competency # 9`� S / Ins. Co. #1` Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): n: +,UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / �u�R' � � - � tY ea Q Square Ft. Adik Mir Twner and/or 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 EFORE 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 wor% 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. ' Furthermore I au ;..rize the above -named con will 1'dane� compliance with all applicable laws regulating construction and zoning. , trot i to do the work J OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate ancrro 6 mdo President Date Notary as to Owner and/or Condo President Notary as to Contractor or Owner- BY Commission Expires: w e Owner-Builder ��_ �� My My Commission E ate y xpire -;.�:_:, --- - ®rYi KOS '-�--_ DIMI N ATEt , p'hiu"'tv`^�;� FEES: PERMIT _ RADON C.C.F. /. e NOTARY BOND Date Estimated Cost (value) gnat a of Contractor ( er- Builder late APPROVED: TOTAL DUE Zoning Building ,/ Electrical Mechanical PIlumbing Structural Engineer / -y ct d 5t / c5; , e)LS. _ --- - , - L 3 47f4a s__.- 4 = " • 1 , , 4 ..,: ?y_sz mya, 'ILZE • 4 • ■ I 170 ,?,73 0- ek 1 • i . ^ _ .., ( P A N E L I N C . »)» SHADES OIUD 450 W. McNab Road m Ft. Lauderdale, FL 33309 A M E R I C A ' S O L D E S T A N D 1.. A R C E I S '1' S I I U T T E R I A N U F A C T U R E R R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! Dade County Building Department Gentlemen We are the Dade County Notice of Acceptance for Hurricane Shutter number 98- 0225.01. This letter authorizes ALL FLORIDA HURRICANE approved under number 98- 0225.01 for the following job. Sincerely, ALL BROWARD HURRICANE PANELS, INC. LeRoy Peterson President to use Hurricane Shutter Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 948 NE 92ND ST MIAMI SHORES ,FL 33138 • METRO-OAD* PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 Your application for Product Approval of: 0.063 Aluminum Storm Panel (5052-H32 Alloy) under Chapter 8 of the Mer opolitan Dade County Code governing the use of Alternate Materials and Types cf Construction, and completely described in the plans, specifications and calculations as submitted bv: Applicant, along with drawings prepared by V. l Knezevich, P.E., and test reports prepared by Certified Testing Laboratories and Construction Testing Corporation. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacrurer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code mpiiance Office may revoke, modify, or suspend the use of such product or material immediately. The ,,plicant shall re- evaluate this product or material should any arnmendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of one South Florida Building Code. The expense of such testing will be incurred by the rranufacturer. Acceptance No. :98- 0223.01 (Revises No.: 97- 0910.01) Expires:01 /08/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE 7 application, for Product Approval ..as been reviewed by the Met opolita': Dade County Building ...ode Cornoiiance Depar rent and approved by the Building. Code Corn-nittee :o be used in Dade _ou.n:y, Florida u.. -der the conditions se: above V v )proved: 04/30/98 rnet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY. FLORIDA METRO -DAD_ : LAGLE. , EUIL DING BUILDING CODE COMPLIANCE METRO -DA.D_ ; ! R OF'ICE 1 40 WEST -i i AC ' LE . � 3UILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 3 FAX (305) 375.2406 PRODUCT CONTROL DIVISIO.. (305) 375.2902 FAX (305) 372.6339 r / Raul Rod,i2uez Product Control Supervisor "Lan_ - Ji ector Build:no Code Gong! a..ce Dec: Merpolitan Dade Coun Homepage: http : / /www.bulidingcodeonline.com .-ci 4 rowardfurrican e Panel Co. 1. SCOPE This revises the Notice of Acceptance No 97 0910.01, which was issued on 0 1/08/98. 9$. 1t approves an aluminum Storm panels. as described in Section 2 or this N designed to comply w, 1 the ,- nce of Acceptance, South Florida . l Building Code, 1994 Edition for Miami-dad 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. PRODUCT DESCRIPTIO!rS The aluminum storm panels and its components shall be constructed in strict compliance with the following documents: Drawing No.96 -538, titled "0.063" Aluminum Storm Panel", prepared by Knezevich & Associates, Inc., dated 09/03/97, revised 03/25/98, 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 shalt hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, roust be protected against corrosion, contamination and damage at all time. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The aluminum storm panels 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 Connol Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building per-nit shall be accompanied 6.1.1 This Notice of Acceptance. 6.1 .2 Duplicate copies or approved drawings, as Notice of Acceptance, clearly marked to snow proposed installation. by copies of the following: identified in Section 2 of his the components selected for the 6.1.3 Any other documents required :Dv- the Bui :ding Official or the South Florida Building Code (SF 3C) in order to groper.y evaluate the installation of :iris system. ACCEPTANCE NO.: 98 - 0225.01 APPROVED APR 3 0 1CC. EXPIRES 0: ;r - Product Con. To Division yLLtYLA`i `O.: 9— 8-02?` 0 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS APR 30 1999 0 '. /08.'2001 I• 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 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 nor in compliance with the code changes; b. c. The product is no longer the same product (identical) as the one originally approved; 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. *• 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. 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. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice ofAcceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTA. CE Helrny A.. ,akar, P.E. -Product Control Examiner Product Control Division x y A (.3 O u a Z O n r- J = 0 em 2 a .4 0.Z 11 Q Z d Z aEa EL CC N O • r X a v W Z W a W ._. a J+ a LL Z J 1.00" of 1.00" T N .687"I O C O J C 03/27/98 09: 28 1 ICNA MARKING LOCATION --- r 1 PROOUCT MARKING / ICENTIFIC A TION 2.25 " / 2f -5 2 00" .313" "SEA" ANGLE 2 00" 13 00 15 00 of 125 .. F = :_» OPTIONAL LEG SCALE : 3" = i' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION ;) (FULL PANEL) TYPICAL ELEVATION L r = 0 063" TYPICAL O 4 0 TCP MOUNT ANGLE 30T - DM MOUNT FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 5 OF 5 , FOR REQUIRED SE ?ARAT'CN FROM GLASS 1.00" 1 r SER.RA TED PANEL I EDGE. OPTIONAL X 1.00" (T Yr STORM PANEL SCALE 3'• = v -0" .125" TYP. 5.00•• MAX. SCALE : 3" = 1' -0" (HALF PANEL) ON_ HALF PANEL PER OPENING iA BE USED AS REQUIRED TO COVER OPENING. 550 - 11/32"0 I .3" 5/8"o ^ I � ..-- l i I .3 9 .. • 900.. = ^ N 095" "KEYHOLE "' +'+ -.SHE R SCALE : 3" = 1' -0" 3003 -H14 ALUMINUM ALLOY 8. DESIGN 15 3ASE0 ON CONSTRUCTION - EETINE C:RPORATION (CTC) TEST REPORTS No. 95 -047 AND 97 -032. GENERAL NOTES 1. THIS STORM PANEL SYSTEM IS DEIGNED IN aCCOROANCE WITH THE SOUTH FLORIDA BUILDING CODE. n94 EDITION. 2. POSIT$VE ANO NEGATIVE DESIGN PrESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORC?ANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILEINGS ANO OTHER STRUCTURES." TASLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 2 _ 0 " 3. STORM PANELS SHALL BE 5052 -H32 AL'JMIN'_tM ALLOY, 0.063" THICK WITH A MIN. Fy (BEFORE ROLLING) CF 23 KSI. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALL CY. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM CF ONE MARKING PER PANEL AND SHALL SE LABELED AS FOLLOWS: 8HPCO FT. LAUDERDALE. FL DADE COUNTY PROD. APPR'D. 5 ALL BOLTS AND WASHERS SHALL =-°- GALVANIZED OR STAINLESS STEEL WITH 4 MINIMUM TENSILE STRENGT- OF 60 KSI. 5. TOP ANO BOTTOM OETAILS SHOWN --LAY 8E INTERCHANGED AS FIE' D CONDITIONS DICTATE. PANELS MA': BE MOUN HORIZONTALLY WHERE APPLICABLE. 7. THE OETAILS ANO SPECIFICATIONS 5-Ob+N HEREIN REPRESENT THE PROOUCTS TESTED FOR IMPACT, C'':'-IC ANO UNIFORM STATIC AIR PRESSUP= LOA•31NG .N CONFORMAN•_: ' «ITH \OE COUNTY PROTOCOLS PA 201. 202 ANO 203. "h" HEADER SCALE : 3 • = 1• -0" .095" WINGNUT SCALE 3" = 1 " -0" ZAMAC 3 ALLOY 062 2 188 .090" 100_ "U" HEADER SCALE . 3" = 1' -0" SCALE : HALF SIZE APPROVE _' AS COirr'_Yio 7::';i THE SOUTH IORICA 3i. Lr) iG cC9_ J_,rc f4 P - LL �o mss: 4! SY 0 QY 3U:LOIPIU CCJC M . ?ICE ACCEPTANCE .,0. - O f\.1 EM$E Y P ) / I / • 03/27/98 09:29 L FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE} (ANGLE TO WALL DETAIL) W l7 ! fL _Ma I (T YP.y — :XISTING CONCRETE, HOL_ BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASE) ON TYPE OF ST.RUCTLP.E) — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE V 1/:" 5:: MIN. SEPARATION FROM GLASS SCHEDULE 0 GLASS CP 3CCR O CONT.-. OPTIONAL LEG WALL MOUNT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE CF STRUCTUREI -, EXISTING CONCRETE, HOLLOW / .114 TEK SCREW OR 1 /L -20 BLOCK OR WOOD FRAMING / ; MACHINE SCREW 3 NUT @a 13" 0 C. (SEE ANCHOR SCHEDULE '!c 3/4. "U" HEADER Q O CONT.-\ CONT.7 3/L" CONT. (SIDE CLOSURE ?:DUIRED. SEE PLAN VIEWS) ANGLE BUILD -OUT SECTION SCALE : 3" = 1' -0'• SE_ STORM PANEL SC`-ED BASED ON ,Bap \ A7 TOP CF PANE_ :1J -J - SEE M1N J SEPARATION z — FPCM GLASS 1- '-+ SC- IECULE L' IA Z , J JI Q *' s GLASS CP. OOCR a c` • X CONT. ■J ti 1/4 -20 MACHINE BOLT 3 WINGNUT @ 6 -1/2" 0 C. (PANEL TO ANGLE DETAIL) 7ASTENER, SEE ANCHOR SCHEOULE. REFERENCE CONNECTION 'TYPE 5' 1/:.' 3P 3/4" MAX BASED ON TYPE OF STRUCTURC) 1/4" OR 3 /L•• MAX. im 1 Q; - •I ) z c t= 1/4 - 20 MACHINE Z BOLT & WINGNUT ap 6 -1/2" O.C. - - -� 474 TEK SCREW OP 1/4 -20 MACHINE SORE 9 & NUT @ 13" 0 C. — FAST =NER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5° Z.. x 2 x 1/3" MIN - 2" fc j'• ,c 1/3" MAX CONT ALUM. ANGLE (6063 -T6) FASTENER, SE= ANCHOR SCHEDULE_ REFERENCE C 'TYPE 3' SEE STORM PANEL SCHED BASED ON GAP A T 73P OF PANEL EMeEJ (T YP.) I , • t �. 1 NI B— I ) 'DOE LIST 1/:. -20 MACHINE 3CL'• . WINGNUT p 6 -1/2" O.C. h ` , /• � / ./ / / i /�i /'I /1 II/ / /j I ' ,EDGE OIST I. '- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) CEILING /INSIDE MOUNT SECTION SCALE 3" = 1' -0" EDGE GIST GLASS CR DOOR FASTENER, SEE ANCHOR SC::ED'JL_. REFERENCE CONNECTION 'TYPE 4' Iw / 1 J > EDGE --- - I o D I S 1 ) i v SE MIN. I1 CI SEPARATION, In u: Z` if FROM GLASS _J Z SCHEOULE w�� GLASS Z OR DOOR Q' Z �, C O X I r <' in Ziw i 0 % FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4° / :. ::IV} a - EXISTING CCNCRE -E. HOLLOW Jc BLOCK OR W000 FRAMING (SEE ANCHOR SCHEOULE BASCO ON TYPE C!' STRUCTURE) EXISTING CONCRETE, HOLLOW ` 1 (SE= BLOCK ANC HOR W000 SCHE3ULE FRAMING 1 1 _ • BASED ON TYPE OF STRUCTURE) r . C /! . 1 /:.'• OR 3/4" MAX. ( r ` i SEE STORM PANEL I I SCHED 3.�SED ON GAP r •,.. _ / ,-. - -�-� - aT TOP OF PANEL j / ,• '` -y / � • / / ANGLE BUILD -OUT SECTION SCALE : 3" = 1• -0 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 1 (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE,— EMBED (T YP) • _ ASTENER SEE ANCHCR SC: REFERENCE CONNEC TION 'TYPE 4" • wlr wio / I X" - / i DIRECT MOUNT SECTI01NFRO')ED AS COMPLYING 'rr!TN Ti; ;c I;TH FLORIDA BUILDING CGOE DATE112 � . a Ia CONT. 31' SCALE 3" = 1' -0" - #14. TEK SCREW OR / 1/4 -20 MACHINE SCREW / & NUT 13" O.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE Z.= 1--.,_, v / 1 O wi- JI Z JIQ WI G a 1/4 -20 m=-CHINE BOLT 3 X W INGNUT ' 6 -1/2" O.C. Q! .-iw I #14 T -K SCREW CR N 1 /L -20 M.=.'HINE SCREW I 3. NUT CB :3" C.C. 1 0 1/4 -20 MACHINE 3OL T 3, wING Nt1T a 6 -1/2" 0 FASTENER Cad 6 -1/2" G.C. MAX., BUT 00 NOT EXCEED ANCHOR SCHED.. P6, SPACING. USE REMOVABLE ANCHORS ONLY. REFERENCE CONNECTION 'TYPE 1" USE 1/4 -20 S.S. TRUSS HEAD BOLTS W/ KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION CF KEYHOLE WASHER 1 /L" OR 3/:.•" MAX. SEE STORM PANEL SCHED B.�SEO ON GAP _ AT TOP OF PANEL 1w JI CONT. • (SIDE CLOSURE REDUIRED. SEE PLAN '• /!E' /Si PRODU CONTit'1. O1v S:0N BUILDING CCU" COMPLIANCE OFF( ACCEPTANCE NO. g I I P40FESar■•• \Lwse r C 444444 2y1 V :R • I I O°is14n JWK f4 QI •v,n7 w. g6-538 111 .n•°/ e/ • / ...1 f it '/ GLASS OR DOOR i r19E0.i (TYP ) FASTENER, SEF ANCHOR 1 SCHEDULE. REFERENCE CONNECTION - TYPE 4" ^� EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEOLLE BASED ON TYPE OF STRUCTURE; EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 03/2//98 09:30 EDGE 01S FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 4" � SCALE . 3' = 1 GLASS CR DOOR "SEA' ANGLE SCALE : 3 = 1•-0'" I ' 3!4° • /�• ' i ® CCNT (TY? TCP 3 BOTTOMI -, - au- TE,K SCR = •• 0R / 1/_ -20 M CH1NE SoREw 1' 3. NUT ip 13" 0 , ANGLE BUILD -OUT SECTION J T (MAX. DESIGN LOAD x 72 PSF) "PASS T?- RU" SECTION (IN CONCRETE ) i / - 0 CONT. \_ #1r. TEK SCREW CR (SIDE CLOSURE REQUIRED. SEE PLAN VIEWS) 1/4 -20 MACHINE SCREW 3, NUT ®(3"00 1w . J SEE MIN SEPARATION - 'ROM LASS SCHEDULE I Z J I Z A la LOM Q1Z CL a: +O <CIN 1/4 - 20 .MACHINE BOLT & Zjw WINGNUT (la 6 -1/2" 0 C. Iw (TYP. TOP'S, BOTTOM) v1 SEE MIN. SEPARATION , FROM w,� GLASS z: II SCHEDULE Q'- a ; X'= - 10 #: I Z 1/4 -20 MACHINE i w TFINISH MAX. 1 /5" TILE BOLT 8, WING NUT 6 -1/2" 0 C MA TERIAL • \- 3/4" PLYW000 2 x 4" x 1/8" CONT. ALUM. TUBE (6063 -76) 1/4 "0 RAWL CALK -IN p 7" O.C. WITH 7/8" MIN. EMB. IN - CONC. OR HOLLOW BLOCK OR 1 /4 "a LAG SCREW )1 12" 0.0. W/ 1 -1/2" MIN. EMB IN W000 W000 SHALL BE OF SPECIFIC GRA' /ITY G OR 0 33 OR GREA TER 1/2 "m THRU BOLT (al 12" O.0 EMB / ,{ —1/ 4"m• RAWL CALK -IN (al 12" 0.0 WITH 7/8•' MIN, -MB. IN - CONC. OR ! I' HOLLOW BLOCK OR 1/4"0 LAG SCRE'../ ® 24" 0.C. W/ 1 -1/2" MIN. EMB. IN W000. • 2" c ?' x 1/3' CONT W000 SHALL BE OF SPECIFIC GRAVITY ALUM. ANGLE 5063 -T6 - G OR 0.55 OR GREA THREE 1/ 4 °a w0CD LAG SCREWS W/ 3" MIN. EMBED. dal 24" O.C. MAX. EXISTING GLASS , SE_ MIN. SEPARATION FROM GLASS SCHEDULE SOFFIT CONNECTION SECTION SCALE . 3' = 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 - 20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION (al 6 -1/2" 0.0. 1 -1/4" MINI 2 -1/4" MA EXISTING STRUCTURE= 2 '. � - WCCD ROOF TRUSS / OR FRAMING MEMBER j SHALL BE PER?ENOICULAR ; ` I TC PANEL FACE � '� h:I: --'li' �- S -0000 FINISH C i �` °1 " r . F _ 'i r%LYWOOC SOFFIT (MAX DESIGN LOAD ^ 82 PSF) (MAX OES(GN LOAD s 72 PSF) ( I ) FLOOR MOUNT SECTION SCALE . 3 .. = 1 . -0 .. i x 1/4" CR TWO 5" x 1/3" CONT. ALL.M. PLATE. ExTENO PLATE TO NEXT TRUSS IF HEALER ENDS MORE THAN 12" BEYOND LAST TRUSS. - Is1L SMS BETWEEN TRUSSES ` TO 12" 0.C. 0 , 0 J I 2 °D < a • X 1- < Z Z w 2" x 3•' x 1/9" ALUM. ANGLE 1/ RA - IL CALK -IN (al 7" O.C. 'r// MIN. 7/3" EMBEDMENT IN CONCRETE AND 3" EDGE DIS TANCE w 1 • 1/4" C 3 /4" MAX J SE! STOR P ANEL t SCHED. BASED ON GAP : AT TOP OF PANEL I W es ' z I. a _JI X 1I Q APFROVE3 FS CSMP!';uiG WITH THE SOUTH FLLCRR:CA 3U;LOING COOE n D.4T�r - . i P I / ''6 1c�{i P';COUi ,T 311)LD:ii0 CODE COMPL:A CE OFFIC; A ;CCE'TaVICE NO. • 0 I I I C11 Q IU 0 to • cn •4 Z w N w .z I — � • C ) a! a I iJ CH I PRa.0 :S.0 - :NGNEEa I 1 r4 �� ff No. i 20' p( 04tl3 ••••••• 3 at 03/27/98 09:35 EXISTING C B S f I� a 11. TEK S•_R_'.! / % �'1 (al 13" O C. 11� / - I / / ■ 0 (51OE TOP BEAM SUPPORT SECTION SCALE : 3" = V-0" THREE S/16 "0 CALK -IN ANCHORS ® 3 -1 /3" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/1." MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x 1/8" BEAMS - Etc EXISTING c.B s. SCALE . 3" = 1' -0" (MAX. DESIGN LOAD = 72 PSF) — THREE-1/1."0 THRU BOLTS �3 " 1/4." x 0 " -3 r $Oo, -To ALUM. ANGL - SE= STORM PANct. SCF -EO. BASED CN GAP • AT TOP OF PANEL J' 1 up • Z <1 11 a l <1 L 1 I J 0 ' `-- THREE 5/16'•a CALK -IN ANCHORS 3-1/8" O.C. W/ 1 MIN. EMBED. I CONC. OR HOLLOW BLOCK W/ 3 -3 /L" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x 1/8" 8EAMS CLOSURE REQUIRED, SEE PLAN VIEWS) SEA" ANGLE - ALT LEG DIRECTION - T y N 2" x 3" x 1 / 1." x (V-13" 5063 -T6 ALUM. ANGLE THREE 1 /:."0 THRU BOLTS ALT. L E71 DIRECTION NOTE THIS DETAIL MAY BE USED AT TCP OR 30TT,'. -i OF PANEL. (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) (MAX. DESIGN LOAD = 72 PSF) O BOTTOM BEAM SUPPORT SECTION _ ALUM. SEAM (SEE BEAM SCHEDULE BELOW POP. BEAM 'DESCRIPTION 3. MAX. HORIZONTAL SP -NS) Tf 1/:." CR 3 /L" M.X GAP .- 1/4. -20 MACHINE BOLT d. WING NUT 6 -1/2" O.C. _O #1L TEK SCREW ® 13" 0.C. Tf BEAM SCHEDULE DESCRIPTION IPANELI BEAM SPAN SPAN 2 " x 5" I 5 . -0 " 9 . -5 .. T _ .125' I 8 I E -0" 2 " x 9" I 5' -0" 15 " -11" rW = .072" Tf = .221." 8' -2" 113' -6 " ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. ' HORIZONTAL SPANS) EMBED. E XISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING IC (SE= ANCHOR SCHEDULE BASED 1 / / i .. r ....... CN TYPE OF STRUCTURE) i 01 1 / / / wl 1.' ' /' p i i ' w 1 1,' / iL I X:S -ING GL.-55 EXISTING GLAS h EXISTING CONCRET , HCLLDW' BLOCK CR W000 FRAMING: ISE• ANCHOR SCHEDULE BASEO ON TYPE CF STRUCTURE! EMBED, 0 i1 T L" MAX. • / l II II 1 --- FASTENER SEE ANCHOR SCHECULT. ` REFERENCE CONNECTION "TYPE 2' 0 SEE MIN. SEPARATION FROM GLASS SCHED. O WALL MOUNT SECTION SCALE 3" = V -0" SEE MIN. SE ?ARATION FROM GLASS SCHEO. I " (ANGLE TO WALL DETAIL) r-- NON - STRUCTURAL FINISH MATERIAL (BRICK OR W000 BANGING) 1/2" ,— HEADER LEG 1- w r ZING w w J O = J 1.11 ( ' 7 1 7 Z ' Q W l.J O. Q x a OPTIONAL E \_FASTENER. SEE ANCHOR \ SCHEDULE. REFERENCE \ CONNECTION 'TYPE 1' -"SEA" ANGLE ` —NON- STRUCTURAL FINISi-1 MATERIAL (BRICK OR WOCC BANGING) WALL MOUNT SECTION SCALE 3" = 1' -0" 1/4." OR 3 /L" MAX. GAP Sc.-. STORM P ANEL SCHED. BASED. ON GAP A T TOP OF PANEL. 1 /L -20 MACHINE BOLT 3. WING NUT ® 6-1/2" O.C. — "SEA" ANGLE (PANEL TO ANGLE DETAIL) APPROYED AZ COMPLYING WITH FHE SOUTH FLOP.ID$ BUILDING CODE OAT - : r : , ► 10q a'; 1Ari... ,_ PROOUCT C0NI?OL 0: BUILDING CODE C0MMPPIANCE OFFICE ACCEPTANCE NO. 9g - Q 01 61: 0� . !Oat r1iIZL a. .Ipn 97 • !tiR /1• U 1 O 0 s ac .t 71..n • 1 . 7T t 8 � 'C [11.c•.0 771 I .* • Sr .v.aq oo. 96 -538 7 IS�'8 � o TABLE 1 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD `./ (PSF) ALL MOUNTING CONDITIONS (MAX. 1/4" SPA :_ 92TwEEN PANE_ 3. H2.. 0E =) MINIMUM SEPARAr;CN FOP NSTALLATiONS GREATER THAN 30' ABOVE. GRADE (INCHES) ALL MOUNTING CONDITIONS (■AX. 3/4" S PACE BETWEEN PANEL 3. HEADER! e . L max. (FT - IN ( ) L max. (FT - IN) 30.0 10 - 10 10 - 10 10 - 1C 40.0 10 - 5 1 -1/2 10 - 5 45 0 10 - 2 10 - 5 3 10 - 2 50 0 9 - 11 1 -5/3 3 - 8 9 - 1i 55.0 9 - a 60.0 6 - 0 9 -3 500 9 -5 2 -1/2 9 -5 9 -5 52.0 9 -4 J 1 -5/8 9 -4 65.0 9 -3 9 - 1 9 -2 70.0 9 -1 6 - 0 8 -6 72.0 9 -0 3 2 -7/3 8 -4 75.0 9 -11 3 8 -0 80.0 9 -9 90.0 8 - 0 7 -6 90.0 3 -0 6 - 0 6 -8 100.0 7 -2 3 2 -1/4 6 -0 110.0 5 - 6 5 - 5 120.0 5 -0 5 -0 130.0 5 -6 4 -7 • 140.0 5 -1 4 -3 150.0 4 -9 4 -0 160.0 .. -6 3 -9 170.0 4 -2 3 -5 180.0 4 -0 3 -4 190.0 3 - 9 3 - 1 200.0 3 -7 3 -0 TABLE SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD W (PSF) ACTUAL STORM PANEL SPAN (FT. - IN ) MINIMUM SEPARATION FOR NSTALLATIONS LESS THAN 30' A30`/E GRADE (INCHES) MINIMUM SEPARAr;CN FOP NSTALLATiONS GREATER THAN 30' ABOVE. GRADE (INCHES) 35 0 6 - 0 1 -1/2 8 -8 3 2 10 - 10 3 I-0.0 6 - 0 1 -1/2 8 - 3 3 2 -1/3 10 - 5 3 50.0 6 - 0 3 1 -5/3 3 - 8 2 -1/4 9 - 11 3 60.0 6 - 0 3 1 -5 /3 8 - 8 2 -1/2 9 -5 3 5 -0 3 1 -5/8 70.0 8 - 8 2 -3/4 9 - 1 3 • 6 - 0 1 -3/4 80.0 • 8 - 8 3 2 -7/3 3 - 9 3 6 - 0 1 -3/4 90.0 8 - 0 3 2 -5/3 6 - 0 1 -3/4 100.0 7 - 2 3 2 -1/4 TWO 1/4 -20 BOLTS ' 11 & NUTS (al 34." 0.C. 2" x 5" x .125" ALUM. ANGLE CLOSURE PIECE: FASTENER rla 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S.F. 8. (81 6" 0.C. FOR DESIGN LOAOS GREATER THAN 110 P S.F. (S=_ ANCHOR SCHEDULE FOR ANY ACCEPTABLE. ANCHOR; EXISTING CONCR_ETE.:'CLL 0`e/ BLOCK OR W000 FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 MAX. 1/4" -4 . CONCRETE, HOLLOW 3L':CK OR w000 F .R,; ?iU'IG. (SE: ANCHOR SCHEDULE BASED ON TYPE CF STRUCTURE) 03/27/98 09:38 MAX No - 25 1/4" GAP fi - Q t 1/ OvERL.. Pte' FASTENER a 12 0 C. FOR DESIGN 'CADS LESS THAN OR E_UAL 70 110 P 1 ia'� 6" 0 C. FOR DESIGN LOADS GREATER T H 110 ? S.F (SEE ANCHOR SCHEDULE FOR ANY ACCEP TABLE ANCy0R1 CLOSURE DETAILS (PLAN VIEWS) SCALE 1 -1/2" = 1' -0" ENTER 'ABLE 1 WIT= NEGATIVE (DESIGN LOAD TO CETER; -LINE MAX. PANEL SPAN. POSITIVE L•0 -10S LESS THAN OR EQUAL 70 THE NEG.:ATIVE LOAD ARE ACCEPTABLE. 2 P.EFERENC= AP2RCPP A 72 COLUMN IN SPAN TABLE BASED ON MOUNTING CONDITION IN FIELD. 3 ENTER TABLE 2 WITH POSITIVE OESIGN LOAD 70 (DETERMINE MIN. SEPARATION FROM CiLA SS. 4 FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MA 35 USED 7.0 DETERMINE ALLOWA:Lc SPANS. - EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLL0w BLOCK OR WOOD FRAMING. ISE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE 1" x 2" x .125" MIN. TO 2" x 5" x 125'" MAX, - .1 -1 /"r /, j •MIN. ! './ /• A 1/4 -20 S.S. BOLT 8. BOLT 8, WINGNUj/ / @ 24" 0.C. (TYP) -4 20 GAGE STEEL BENT PLATE --' EX!S TIN�G BAY WINDOW -0 I 1'" OVERLAP L!" M Y. - FASTENER (a0 12'" O.C. FOR DESIGN l LO•ACS LESS THAN OP. EQUAL TO 110 P.S =. (m •:5" 0.C. FOR DESIGN LOADS GREATER I THAN 110 P.S.P. (SEE ANCHOR SCEOULE FDR ANY ACCEPTABLE ANCHOR) LO ALUM. ANGLE CLOSURE PIECE. 1" x 7," x 0 125" MIN. 70 2" x 5" x 0.125" MAX. I /' 1 XIS T ING CONCRETE HCLLOW 3LOC;K OR W000 FRAMING. (Sc_ ANCHCR SCHEDULE. 3A550 ON TYPE OF S TRUCTURE) Q 1/4 -20 S.S. BOLT 8. BOLT & WINGNUT (al 24" 0.C. (TYP) 20 GAGE STEEL BENT PLATE DA," I rt" OVERLAP Apo ICVFD aS COMP! Y1i(• ^, ;`J:TH i i IE SOUTH L ORiw=. 3UI101110 CODE pp ?3CcuCr COI ...OL D;PP:310 ;i 3UILOING CODE CO :A(10E OFFICE ACCEPTANCE NO. - »5. u i WINDOW ANCHOR SCHEDULE FASTE."I °R SPAC:NG lINC :HES1 REGUtR£: =DR V ARtCuS DESIGN LOADS AND SPANS = - ( ANCHOR TYPE = • 2 2" EDGE DISTANCE 3 3" EDGE DISTANCE S= ANS UP TO S SPANS UP 7 S SPANS UP TO S SPANS UP To E E=ANS UP TO S SPANS UP 7:1 C :NNECTICN C CONNECTION C CONNECT)Crt C TYR: T CONNECTION C 5 _ CONNECTION .3NNEC Tic v X 56 1 13 '31131131 1 131101/0 101 3. 113 65 a 13 • 1•. 111 3 t tai 71 91 9 - 62 1 1 3 . • 3 1 1 3 1 13 1 10 7 7 3 1 3 9 9 91 7 1 1 3 5 7 7 7 1 5 1 13 1 13 1 13 1 13 1 11 1 13 9 i :0 10 17 1 13! 5 1 3 1 3 • _ U 1 1 1 U p 1 A A U 1 1 i i n -- 6 1 7 72 1 13: 11 9 1 13 5 3 8 8 1:1'3 L 6 6 5 7 1 5 1 1 3; 13113113 9 9 1 13 31 3 9 16 5 1 131 3 1 3 1 7 1 3 105 1 131 5 1 7 3 1 5 131 4. 16.5 7 71 - 113 L 5 5.5 7 1 5 1 1316.51 9 1 3 5 5.5 1 13 5 1 3 7 1 5 1 131 3 1 8 1 7 1 _ : :00 1 1 3 1 •- 16 5 7 5 1 3 1 4 6.5 7 7 1 5 1 1 3 1 ,. 6 6 5 7 1 5 1 1 3 5 1 8 1 7 5 1 1 3 ! 5 ( 3 7 1 5 1 131 5 8 1 7 _ O Z - - ^ ^ 56 1 13;'311' 13111 13110 8 1 101 3 1'3 5 5 6 6.5 3 3 1 6 13 1 1 13 1 13;73113 13110 131 9 10110 3 63 1 131 1 13 10 131 5 7 9 9 7 7 1 5 5 5 5 7 7 5 13 1 13113113 13 13110 1 12 111 9 1316 5 9 9 - 7 2 1 131131 9 7 711 9 131 5 6 6.5 9 9 5 5 1'3 L L 5 5 7 7 1 5 13 13113113 11 131 7 10 101 7 1 13 3 9 8 5 5 51 'O5 1 131 :16 5 3 3 1 6 131 L 5 5 7 7 1 1 5 113 L L 5 5 7 7 5 t t 131 3 9 3 5 5 3 ZOO 1 1 3 1 4. 1 5 7 7 1 5 131 a 5 5 7 7 5 5 1 L L 5 5 7 7 5 5 1 3 , 5 1 9 1 8 6.5 1 3 1 5 ( 9 9 16.5 1 13 1 5 9 9 6 6.5 S6 1 13 1 1 3 1 7 7 7 1 5 1 3 1 5 5 5 1 1 5 3 3 110 3 4 4. 4 4 1 3 13 1 3 1 9 17 5 5 13 1: 1 5 5 1 3 1 1 1 1 3 5 5 L 3 3 11• 1 1 M M I a w S _ � t3j1Z� 6 6.515 1213 5 3 � t3 1 121816.5 5 121 c 3 9 9r(/ L 3Yj� / / 72 1 13 6 Sj 5 5 5 L 10 VG 4 4 3 3 3 3 s 3 3 3 (4 13 7 7 1 7 1 3 Z. 101 3 1 I. Z. 1 3 1 9 4. 1 3 7 � � 103 1 EI� 10 r 4. ` 3 9 L 3 (4 9 %, L 3 '1 9 3 t - 3 � r ' 56 1 13113 6.5 5 5 1 1 3 9 1 3 4 13 131 7 1 5 1 4. 101 3; 5 3 /' a f' 4 1 V ? 62 1 121 3 5 5 4 4 3 3 8' 4 ,� 13 9 9 16.51 S 3 9 3 i L } FrAMMEIE ' / 1 11 m '.R 6 i 3/ ''MIN. BEDMENT EM 1 ', 2 t tp 1 L 5 5 L 105 7 /Arm" / /� � �� � ����� 200 6 3 3 i if � �G � L L �►���� � 3 1 ����//����pp/�J�// ' ''//'' � ���►� 3 55 13113 6 6.5 6 13 10 8 5 131 5 1 7 5 1 4. 11 3 1 5 1 4. 3 E \ 6 63 13 1 t0 5 5 5 5 L L 101 3 L LME L � �� 3//��//���������� 1 13 1 13 9 7 7 5 13 1 4 1 6 5 1 3 t0 7 5 4. 3 3 7 2 13 6 5 5 5 6 4 I _r____ Arvl,ttun ou.ntuuL.c FAST„ >IEP SP ACING ;INCHES; FE:utas: FOR vAR1oUS OESIC•N LOADS ANC SP ANS 3/4' EDGE DISTANCE w 0 = L :.=� SPANS uP TO SPANS UP 7O SPANS uP TO ., r' S' -0'• 8' -3• 10 -10 ',j ..rll:riGR ''!?_ ? �_ (SEE NOTE 1) (SEE NOTE 1) (SEC NOTE 1) - u E r < 2:NNE_T1CN CONNECTION CCrtNE_T;CN W `- (SEE TYPE TYPE TYP° N NOTE II f 1- 131=15 213 415 I3; -l5 55 11:3110113111 13 101 .11017 13 61 51315 ' - _ t ! S Z ( 1 3 i 9 1 1 31 10 13 3 16 51 9 1 13 1 5 1 5 i 7 j 5 7: 113 1 31 3 1 111 a 5 1 5 a 1 5 13 •• 1 . 1 - 1 /4.'a ; i. LAG SCREW 'd! -7 / : • MIN THREAD ErgcOME.•IT 1 :5 113 - 1 5 1 a 1 5 .. 1 .. 7 1 3 13 ' L 1 L 1 7 i 5 SHEAR P 4RALLEL ro woo0 DRAIN 200 113 - 1 7 1 5 1 3 L j:_ 7 1 5 1 3 . L 1 L 1715 56 113 111 1113111 13 10 5 101 7 13! 6 1 L 1316 M. ' m ' , • 5 11 1 7 1 13 1 , 10 3 3 1 7 5 ( 7 1 5 �2 173 1316 51 111 a 13 5 3 1 6 13 ,_ 1 3 1 7 1 5 1 / : "7) S.S. LAG 5CRE'a w/ 7 -1 /C' MIN. THREAD E+eECMENT 105 1 5 i L 1 3 l 5 13 3 715 1': = 1, 3 7 1 5 s.4EA RP .1 ENDICULAR I TO 000 GRAIN 200 113 4 4. 1 3 1 7 1 5 13 3 7 1 5 13 ; 1 - 1 5 6 113 13 1 13 13 1 ^' s . 13 13 13 13 13 1 11 13! 9 1 10 12 1 9 ;E ' I .� u � 52 113 13 13 13113 13 12 t t 13 1 10 13 1 7 1 9 11 1 3 1 /L - 9 L`_ ELCO MA/FEMALE 72 1 13 13 1 13 13 8 10 12 9 1316.31 8 101 7 "PANELMA w/ 7 -7/9" MIN, EMBED. L 1/ - 20 105 1'3 3 10 111 9 13 6.5 9 101 7 13'6 51 8 101 7 ./ MACHINE SORE'./ / NUT 200 113 6.5 9 1 101 7 13 1 1 3 1p 1 7 13 a 101 7 ` 56 113113 7 514 10 3 5 413 3 A I i It 53 1131 9 65 51 3 9 3 4 . 3 f' 7 > A 3 / 5 /16 BRASS BUSHING 72 1 11 15 > L 1 3 3 j L 3 � 7 L 1/=-2C 3 r'., w/ 5/9 MIN. EH CE ESA 105 i 3 i// L 3 r 7 1 3 ✓ 7 i / /� 3 / / c_:c tiACH1NE ;A`+ / ` i 200 7 .% 3 7� f 3 /,%/, 7 /' 3 f.4,- i aoOM rn rl L vi 1 1 I D 9 ANCHOR NOTES: 1. 03/27/98 09:36 SPANS B. LOADS SHOWN HERE ARE FOR OETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 OF 6. 2. ENTER TAaLE BASED ON THE EX151 :NG STRUCTURE MATERIAL, ANCHOR TYPE ANO EDGE OISTANCE. SELECT DESIGN _ CAC GREATER THAN OR !EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER =NC SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW 91.00( OR W000 FRAM:NG. REFERENCE ANCHOR SCHEDULE FOR =?3PER ANCHOR TYRE BASED ON TYPE OF EXISTING STRUCTURE AND APPRCPR1,z T_ CONNECTION TYPE. SEE CONNED E 1CN DETAILS FOR ICENTIFICA TION OF CONNECTION TYPE. L, ANCHORS SHALL 3E INSTALLED iN ACCCRCANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE CIS 7ANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 WCCC FRAMING, W000 FRAMING CONCITIONS VARY. FIELD VERIFY 7:4AT FASTENERS ARE ;NTO ADEQUATE W000 FRAMING MEMBE ?S, NOT PLYrW000. 7. WHERE LAG SCRE',IS FASTEN TO NAP POW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF .NCmINAL 2 x. (MIN.1 WOOD 5700, 3/4" EDGE DISTANCE :5 ACCEPTABLE FOR w000 FRAMING. '.1000 STUO SHALL BE "SOUTHERN PINE" 0.0.55 OR GREATER DENSITY. _ 3G SORE'..5 SHALL HAVE PHILLIPS PANT HEA0 OR :HEX HEAL. 9. MACHINE SCREWS Si- ALL HAVE'r"INIM0 "1 oF 1/2" ENGAGEMENT OF THREADS .N SASE ANCHOR ANO MAY HAY ° - EITHER A =AN -+E.>`O. TRUSS IEA0, OR WAFca HEAD (SIOEW AL BOLT:. U.O.N. OE„Gs' T_S ANCMCR CONCi7tONS .._IC.H APE NOT ACZEP TABLE 0555 10. " DESIGNA TES ANCHOR C3NOITICNS 'N!-'1C- ARE PEMCvABLE BY REMCVING MACHINE SCREW NuT'3R WASHER50 '.41NGNt, RE.1ov ANCHORS Ar= REOUIREO FOR DIRECT MOUNT ] 6 -1/2' OR 13' 0 C '.* A -< SP- >,;ING ONLY. SPACING'S SHALL NOT EXCEED VALOE SPECIFIED IN ANCt1C? 3C. 73 FASTENER IN NA PP 0W POP I ION 0F KEYHOLE SLOT n'F:iu: u ..` Ct:C 711 ii -aE SOUTH f10R!C.; 3Ur ; ;; !G ir30E _ � P 1 J'; '.tt..t ; PRODUCT C .D(. ( )!7I3i01l 3UI1.91r(G CCCE 1P :.11NCE OFF :t :E AC_Z.7,1:10E 10 :1 Z - }7? - ., ,..1 7 ; = O 13 ' I v c •.: 11 ROfESZ:a:N•.L NG.NEEA I MAR ?2 r 1 °98 L/c. o N: P, 98: 1. 96 -538 0 0 3 g 0 7..4!..1 'cr....• Jf ' • .Sosw • • i 14 ..Qn a7• . • •.ch.a alt 1. ;OK I .► y.K ' 1