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SHUTTERSc Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /0 0 u� 9 7 S T Tax Folio Legal Description Lot IT 34. / r G ie Historically Designated: Yes No O w n e r / L e s s e e / T e n a n t M I g. 5 CU ! 1 K i .C, Master Permit # 3 go r/ Owner's Address Inge' at, 97 S01' Phone Contracting Co. 121) (Al Iq Lb A Ut22. I-CAN Address ki W . rYt C NO, ( Q. Qualifier 1)(1, � (� � y rvA „3" YI i S ss# Phone q s‘/ - i71/41 -'32 o a State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): t UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Z / n a' - £ Square Ft. 1011 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understan(i that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature owner and/or Condo Preside My Commission Expires: =.; FEES PERMIT v! 0 RADON Estimated Cost (value) a r G'yT l "/ ii Date Signature Notary as to Owner and/or Condq. .: ent ORA PERLE Lary as to Contractor order MY COMMISSION Y 60392960 EXPIRES My Commission Expires: October 17, 1998 F` BONDED THRU TROY FAIN INSURANCE, INC. Building C.C.F. l NOTARY Electrical / /- 3. s - O/i-d3S? er- Builder Dat RORA PERLE W COMMISSION 0 60392660 EXPIRES October 17, 1998 BONDED THRU MY FAIN NGURANCE, INC. J TOTAL DUE yI. Dafe APPROVED: Zoning Mechanical Plumbing Engineering 4 BROlVIAKD PANEL CO January 22, 1996 MIAMI SHORES BUILDING OFFICIAL Dear Sir: We are the Dade County Notice of Acceptance Holder for Accordions under number 95- 0607.03. This letter authorizes Broward Hurricane Panel Co., to use Accordions approved under number 95- 0607.03 to be used at the following job; Sincerely, BROWARD HURRICANE PANEL COMPANY Leroy Peterson President 450 West McNab Road Fort Lauderdale, Florida 33309 -2113 (305) 974 -3300 Wilkie 1098 N.E 98th St Miami Shores, FL 33138 Established r9f4 SALES OFFICES: PALM BEACH BRANCH: KIRK LAKE PLAZA 3972 LAKE WORTH ROAD, LAKE WORTH (407) 968 -3360 DADE BRANCH OFFICE: 12053 S.W. 117TH AVENUE, MIAMI (305) 252 -1500 LARGO BRANCH: 9225 ULMERTON ROAD, SUITE T, LARGO, FL (813) 585 -0021 BROWAKD�HUKKICANE PANEL CO. DATE: ADDRESS: TO WHOM IT MAY CONCERN: WITNESS: 450 West Mcllrab Road Fort Lauderdale, Florida 33309 -2113 (305) 974 -3300 CUSTOMER'S NAME: / Ct. (off N,Z . �� fiiame J�ag 2l. 33/5? I HEREBY AUTHORIZE BROWARD HURRICANE PANEL COMPANY TO ACT AS MY AGENT FOR THE PURPOSE OF SECURING A BUILDING PERMIT FOR THE INSTALLATION OF THE ITEMS SPECIFIED IN THE ATTACHED CONTRACT. THIS AUTHORIZATION.PERMITS BROWARD HURRICANE PANEL CO. TO SIGN THE BUILDING PERMIT APPLICATION AND OWNER'S AFFIDAVIT (IF REQUIRED BY THE MUNICIPALITY) AS OWNER'S AGENT AND SHALL NOT BE CONSTRUED TO REPRESENT ANY OTHER AGENCY RELATIONSHIP. I FURTHER UNDERSTAND THAT BROWARD HURRICANE PANEL COMPANY IS RESPONSIBLE TO PAY FOR THE DIRECT COSTS ASSOCIATED WITH OBTAINING A BUILDING PERMIT. SIGNED: 6' 0, 0,1E46: SALES OFFICES: PALM BEACH BRANCH: KIRK LAKE PLAZA 3972 LAKE WORTH ROAD. LAKE WORTH (407) 968 - 3360 DADE BRANCH OFFICE: 12053 S.W. 117TH AVENUE, MIAMI (305) 252 -2500 . Established 1914 BROWIRD PANEL GU Pies ci; i kcsz. /Our /;e 9? St 111, Shoes 33 l3 P /or / Rev, PL. m,, r/ Syb.eff _-''e R.t ) . /1- 3.05 - 01 ?- 0350 N.O.C. - $2500+ (Tes/No) / O Assoc. Approval Required (Tes/No) PLOT PLAN for: Address: Legal 450 West McNab Road Fort Lauderdale, Florida 33309 -2113 (305) 974 -3300 k (t SHUTTER TYPE: l'! 1 0/ 0( 4 / l cAi2 T ail BUILDING WIDTH x DEPTH: - 5X PREPARED BY: IEUCC E.rta4lu/xrl t9T4 5 TOP OF OPENINGS ABOVE GRADE: All less than 0 / MEAN ROOF HEIGHT: / 4 2 4/ W METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 Acceptance No.:95- 0607.03 Expires:01 /11/99 Approved:01 /11/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: "Standard" Aluminum Accordion Type Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -207, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails,to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95 - 0607.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 4.7" center to center, 5.243" wide total x .058" thick, constructed as indicated on approved drawing No. 95 -207, Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also _ used for the auxiliary slats and rest of the components, which shall be constructed as indicated on the same drawing. 2.2 Blade pins shall have #14 x 3" SMS Hex Head Screws made of #410 stainless steel w /fluorocarbon coating. Use 3" screw if bushing is used on outside. 2.3 Tested specimens: Dimensions: (Blade Length) Ceiling/Inside Mount = 129 "; Wall & Builtout Mount = 134" 3. LIMITATIONS 3.1 Maximum blade height or span: In accordance to "Maximum Allowable Span Schedule" on Sheet 5 of 6 of Drawing No. 95 -207; Not to exceed (1 1'-2") 134 ". 3.2 Minimum separation between Blass to be Drotected and shutter 3.3 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position in the normal open shutter configuration as well as in the closed shutter configuration required during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mount: Every other blade hangs from a set of double nylon rollers mounted on an aluminum roller housing that glides on the track of the Header -Wall Mounted (Part 2), every blade has a pin at the top and bottom consisting of a #14 x 3" (ins' • e pins) and a #� " (outside pins) 2 APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 I.... . .' v. Man el Perez, P.E., PI Examiner II Product Control Division Blade Height or Span Installations up to 30' -0" above grade Installations above 30' -0" above grade .2.1 Up to 8' - 0" 2" See "Minimum Separation from Glass (inches)" Table on Sheet 5 of 6, Dwg. No. 95 -207. .2.2 Over 8' - 0" and up to 11' -2" From 2 " to 3" (See Table on Sheet 5 of 6) All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95 - 0607.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 4.7" center to center, 5.243" wide total x .058" thick, constructed as indicated on approved drawing No. 95 -207, Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also _ used for the auxiliary slats and rest of the components, which shall be constructed as indicated on the same drawing. 2.2 Blade pins shall have #14 x 3" SMS Hex Head Screws made of #410 stainless steel w /fluorocarbon coating. Use 3" screw if bushing is used on outside. 2.3 Tested specimens: Dimensions: (Blade Length) Ceiling/Inside Mount = 129 "; Wall & Builtout Mount = 134" 3. LIMITATIONS 3.1 Maximum blade height or span: In accordance to "Maximum Allowable Span Schedule" on Sheet 5 of 6 of Drawing No. 95 -207; Not to exceed (1 1'-2") 134 ". 3.2 Minimum separation between Blass to be Drotected and shutter 3.3 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position in the normal open shutter configuration as well as in the closed shutter configuration required during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mount: Every other blade hangs from a set of double nylon rollers mounted on an aluminum roller housing that glides on the track of the Header -Wall Mounted (Part 2), every blade has a pin at the top and bottom consisting of a #14 x 3" (ins' • e pins) and a #� " (outside pins) 2 APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 I.... . .' v. Man el Perez, P.E., PI Examiner II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95 0607.03 - 2a - APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS stainless steel screw and a 5/8" diam. x 3/4" long nylon bushing that slides inside the Header which is anchored directly to the wall; the sill section glides in the sill -wall mounted (Part 4), as shown in Sections A or D "Wall Mount Section" on Drawing No. 95 -207, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling & Inside Mount: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, consisting of the Adj. Sill -Bot. (Part 6) and Adj. Sill -Top (Part 7) riveted together, is anchored to a poured concrete slab or bulkhead as shown in the "Ceiling/Inside Mount Section" on Dwg. No. 95 -207, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Build Out Mount Condition: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is fastened, using 1/4"-20 x 1" machine bolt w /wingnut at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle (Part 14) that is anchored to the wall and provides the build out; the sill section consists of the same arrangement turned upside down, as shown in Sections C or K "Build Out Mount Section" on Drawing No. 95 -207, Sheet 3 and 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Any Combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 94 -207, Sheets 1 thru 6 df 6. Substitution of anchor type, embedment, edge distance or indicated spacing is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 95 -207, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure re uirement of the opening in which it is to be installed. Man el Perez, P.E. P1 Product Control Division xaminer II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CENTER MATE SATISFACTORY CTC -95 -012 Max. 1 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +117.0 PSF CTC -95 -012 +90.0 PSF CTC -95 -012 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -152.0 PSF CTC -95 -012 -117.0 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (129" SPAN) +166.4 PSF CTC -95 -012 +110.9 PSF CTC -95 -012 © Design 1.03" UNIFORM STATION AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (129" SPAN) -228.0 PSF CTC -95 -012 -152.0 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (129" SPAN) -223.6 PSF CTC -95 -012 -149.1 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (129" SPAN) -228.0 PSF CTC -95 -012 -152.0 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (93" SPAN) +156.0 PSF CTC -95 -012 +104.0 PSF CTC -95 -012 @ Design 0.438" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (93" SPAN) -312.0 PSF CTC -95 -012 -208.0 PSF CTC- 95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (69" SPAN) -405.0 PSF CTC -95 -012 -270.0 PSF CTC -95 -012 DESIGN PRESSURE RATING For Design Load vs. Slat Span , See "Maximum Allowable Span Schedule" on Dwg. No. 95 -207, Sheet 5 of 6. All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95 - 0607.03 7. TESTS PERFORMED TESTS: EXPIRES : JAN 1 1 1999 APPROVED : JAN 1 1 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2b- Man ' - rez, P.E. Plansl' xaminer II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 - 2c - APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on (1) Uniform Static Air Pressure Test Loading, per PA 202 -94 (2) Large Missile Impact Test, per PA 201 -94, and (3) Cyclic Loading Wind Pressure Test per PA 203 -94 of an aluminum accordion shutter, prepared by Construction Testing Laboratory, Inc., Report No. CTC -95 -012, dated 5/15/95, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 95 -207, "Standard Accordion Shutter" Sheets 1 thru 6 of 6, prepared by Knezevich & Associates, Inc., dated 05/05/95, revised on 10/16/95, signed and sealed by V.J. Knezevich, P.E. 8.2.2 Die Drawing No. 838735 Blade prepared by Easco Aluminum dated 11/14/93. 8.3 Material Certification: 8.3.1 Mill Certified Test Reports issued by Benada Aluminum dated 01/26/95 with chemical composition and mechanical properties of the Blade, Part No. (Die No. 3626) using aluminum alloy 6063 -T5. 8.3.2 Tensile Test Report No. 70 -02 -94 -220, prepared by ATEC Associates, Inc., dated 08/29/94, for specimen S 1032, signed and sealed by Peter G. Read, P.E. 8.3.3 Tensile Test Report No. 5DM -916, prepared by QC Metallurgical Inc., dated April 28, 1995 for 3 samples CTC 95 -012, CTC 95 -014, CTC 95 -015, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 6/19/95, revised on 10/25/95, pages 1 to 22 of 22 prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. Man Perez, P.E. Plans aminer II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chaptyr -of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - C40 ' 1fi Manuel- Perez, P.E. Plans aminer 11 Product Control Division O HEADER —CLG. MOUNTED O HEADER —WALL MOUNTED SCALE! HALF SIZE ■ HEADER MAY BE INVERTED AND USED AT BOTTOM AS A SUBSTITUTE FOR PIECE m © ADJ. SILL —BOT. SCALE! HALF SIZE 3090' SCALE' HALF SIZE .519' I t1 t2 .062' .109' .102' I.D. }.x-.102' 13 RAIN GUARD SCALE' HALF SIZE 6063 —T5 ALLOY 12 TYP. SLAT 14 ANGLE SCALE. HALF SIZE 6005 —T5 ALLOY SCALE! HALF SIZE is L714' O7 ADJ. SILL —TOP SCALE' HALF SIZE • 2n ' L3P0' .519' LD. .659' 03 15 LOCKING PIN SCALE! HALF SIZE ■ TYPICAL AT EVERY OTHER INSIDE JOINT AT TOP 16 ROLLER ASSEMBLY SCALE' HALF SIZE t l P.383' 3.87Y O ALT. HEADER —WALL MOUNTED SCALE! HALF SIZE ■ HEADER MAY BE USED AS AN ALT. PIECE TYPICAL TOP OR BDTTDM. .655' .330' 90' END SLAT FLAT END SLAT SCALE' HALF SIZE SCALE: HALF SIZE 6063 —T5 ALLOY 6063 —T5 ALLOY 21 SILL —WALL MOUNTED SCALE' HALF SIZE 530' t1 t2 t3 .062' .133' .169' 10 FEMALE LOCK —SLAT SCALE! HALF SIZE 6005 —T5 ALLOY 0 NOTES! 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION, AND THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE VITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 —T6 ALUMINUM ALLOY, U.D.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS! B H P C O FT. LAUD., FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL W/ A MIN. Fy = 33 KSI. POP RIVETS SHALL BE 3/16'0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ DADE COUNTY PROTOCOLS PA 201, 202, AND 203. I x 1'0 NYLON VASICR *14-10 x 1' LONG 0410 STAINLESS STEEL SMS VITH FLDUROCARBON ..• COATING (USE 3' LONG SCREW IF BUSHING IS USED ON OUTSIDE) 5/8'0 x 3/4' LONG NYLON BUSHING V/ *14 X 3' LONG *410 STAINLESS STEEL SMS VITH FLOUROCARBON COATING (TYP, AT EVERY INSIDE JOINT TOP AND BOTTOM) O BUSHING ASSEMBLY SCALES HALF SIZE it MALE LOCK SLAT SCALE: HALF SIZE 6005 —T5 ALLOY APPROVED AS COMPLYING V'MITH THE 8. DESIGN IS BASED ON CTC TEST REPORT *95-012. SOUTH FLORIDA BUILDING CODE 9. TOP 1. BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DF1 .1 .i ► Af 19 CM? REQUIRE. Al Ar 10. FLOOR TRACKS MAY BE REMOVABLE AT NON— STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK —IN OR BRASS BUSHING. PRODUC INTROL DIV!SiON 4 MELDING CODE COMPLIANCE OFFICE 1CCEPTANCE N0,QS-0-L0. 03 CID sccle AS NOTED f •s1^ � by 1 J J b a • H 1 u S 8 0 H 2 0 0 .+ N ENGINEER 5/5/95 drown by J.V. HILL (c ecked byl l v.sC J dru.hp no 95 -207 sheet of 6 1 SHEAR FASTENER e 24' O.C. (SEE ANCHOR SCHEDULE) VARIES - HO LD(IT 6 SECTION MEMBERS MEMBERS OA TYPICAL ELEVATION N.T.S. SCALE! 3' = OG ALT. CLOSURE DETAIL SCALE. 3' = TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM AT MID HEIGHT (SEE NOTE 6) BOTTOM TRACT( OW/ LEG IN OPTIONAL DIRECTION TENSION FASTENER ! 24' O.C. (SEE ANCHOR SCHEDULE) 012 x 1/2' GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET e le' at. 1'x2'x.125'TO 2' x 5' x .125' MAX. ALUM. ANGLE © SIDE CLOSURE DETAIL O ALT. CLOSURE DETAIL SCALEI 3' = TENSION FASTENER e 24' D.C. (SEE ANCHOR SCHEDULE) 1112 x 1/2' GALVANIZED SKS OR 3/16'0 ALUH. POP RIVET e 18'O.C. 1' x 2' x 125' TO 2' x 5' x 125' MAX. ALUM. ANGLE t rJ MIL XX UVAMKOOMWURSyRRAMMAM E 1111 r =1W /1111110.1.11/ - =..' Nar 1 tY. • SHEAR FASTENER ! 24' O.C. SEPERATION FROM CSEE ANCHOR SCHEDULE FOR ANY GLASS. SEE SCHEDULE ACCEPTABLE ANCHOR). PAGE 5. BOTTOM TRACK /SILL SCALE' 3' = 1' -0' ® TYPICAL PLAN VIEW SCALE' 3' = 1'-0' EDGE DIST. LOCKING MECHANISM AT CENTER OR SIDE OF SI*JTTER. MAY BE MOUNTED NTED ON INSIDE WHERE ACCESS ALLOYS PROVIDE SEPARATION FROM GLASS PER SCHEDULE PAGE 5. 2 SHEAR FASTENERS EACH ANGLE 1'x2'x1/8' ALUM. ANGLE 3- 3/16'0 ALUM. POP RIVETS SCALE. 3' = TENSION FASTENER a 24' O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 3/16'0 ALUM. POP RIVET a 24 O.C. (TYP) O INSIDE CORNER CLOSURE DETAIL O CORNER CLOSURE DETAIL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :.. :: 199 ... -- PRODU. CONTROL DIV!S;0 4 SUiIDING CODE COMPLIANCE OFFICE ACCEPTANCE NO CIS -64�• c 2'x2'x1 /8'ALUM. TUBE 6063 -T6 ALLOY H c 0 TA Oi V 1 KNEZEVICH re re a U () -J J Q M M E. b '.O O -1N 1 MIN. SEPARATION FROM GLASS SEE S EDILE GLASS IR DOOR GLASS OR DOOR EXISTING STRUCTURE TENSION FASTENER (SEE ANDER SCHEDULD TYP. TDP t BOTTOM( V2' (TYP) TENSION FASTENER (SEE ANCHOR SCHEDLLD TYP. MP 1. BOTTOM EXISTING STRUCTURE (OPTIONAL) G'TIDNAL) O WALL MOUNT SECTION SCALE 1 3'= 1'- 0' 1' x 3' x .125' OR 2' x 3' x.125'AL. TUBE TYP. A /4' MAX 1/4 MAX a EMBE III ram i rvr 1'4' MAX ji MM SEPARATION FROM GLASS SEE SCHEDULE a a z N SCALE ; 3' = 1' -0' 1/2' TENSION FASTENER TYP. (SEE ANCHOR SCHEIIULD m O WALL MOUNT SECTION 1/4' MAX. NIN. SEPARATION FROM GLASS SEE A SCHEDULE WINDOW/0133R 3/16'0 PIP RIVET t6'O.C. ©ate ASSEMBLY EXISTING STRUCTURE SHEAR 'A SCHEDULE) TYP. TDP L BOTTOM MIL SEPARATION FROM GLASS SEE SCHEDULE PAGE 5 ® CEILING /INSIDE MOUNT SECTION © BUILD -OUT MOUNT SECTION SCALE 3'= 1'- 0' CONTINUOUS WOOD FRAMING a HEADER GLASS OR DOER 0 SCALE 3'= 1'- 0' TENSION FASTENER 1/4'0 WOOD LAG SCREW (SEC MOM SDEDILD ROLLER ASSEMBLY 16 TYP. EVERY OTHER IN CONT. WOOD FRAMING t SILL REO'D. WHERE FRAMING IS REIT COT. SEE DETAIL E OR F O WALL MOUNT SECTION SCALE 3'= 1'- 0' EXISTING STRUCTURE SHEAR FASTENER (SEE ANDER SDEDLL.D TYP. MP t 317TT31 7 0 ( 1OPTIONAL) 3/16'0 AUK POP RIVET e 6'O.C. M ® (OPTIONAL) 3/4'0 ACCESS HQE WHERE REO'D. FDR REMOVABLE TRACK 3/O•0 x 1/2' LONG GALVANIZED SCREW 1/4' MAX. 1/4' MAX. EXISTING STRUCTURE 1/4' MAX 1/4' MAX MIK SEPARATION FROM GLASS SEE PAGE SCHEDULE GLASS OR DOOR 1- •a _ ALT. ANGLE LEG DIRECTION (TYP) TENSION FASTENER (SEE MOOR SCHEDULE) TYP. TIP 1. BOTTOM I TENSION FASTENER CSEE ANCHOR SCHEDULE) TYP. TIP & BOTTOM EXISTING STRUCTURE (SEE ANCHOR SCHEDULE FOR V® APPLICATIONS) TVD ANGLES 14 CONT. TYP. TOP a pl (TYP. TDP i BDTTO) © mPTIDNAL) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA. BUILDING CODE DAT• i L i► 199 / 0 / /L-P 1/4 -20 MACHINE BOLT V/ VINGMJT Q 6' D.C. TYP. TIP a BOTTOM 87 PRODUC CONTROL DIVISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 51 03 1/4' MAX. 1/4' MAX. U Z '.o m v A 1, T Z >1r ¢ m d 8:3C4 CO ,•Z ,t; Z C 14 a C' WO v = x214 W' X0. scale AS PCT i des/cm by a • F 3 5 14 6 C 0 81 > 8.. L V.J. KNEZEVICH PROFESS i' 1 EH GDic"ER PE 00 3 3/3/s3 drown by J.V. HILL Checked by VJ( droving no. 95 -207 l sheet 3 of 6 TWO 1/4'0 WOOD LAG SCREWS ! 24' O.C. MAX. USE 3rd ANCHOR 24 O.C. MAX. FE R SPANS 1 5'-6' 2' x 6' x .125' ALUM. PLATE ! WOOD MEMBER PROVIDE CONT. PLATE WHERE TRACK ENDS BETVEEN TRUSSES ND SEPARATION FROM GLASS SEE SCHEDULE PAGE 5 (MAX DESIGN LOAD ± 75 PSF) o SOFFIT CONNECTION DETAIL SCALE , 3' = SIM THIS DETAIL MAY BE USED AT TOP ING A 'WALL- lOMRTED' HEADER 2 AS HOWN IN VALL MOUNT TIEN D (MAX DESIGN LOAD ± 75 PSF) O ALT. WALL MOUNT SECTION SCALE 1 3'= 1'- 0' MOOD ROOF TRUSS DR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SOFFIT 1/4' MAX b DOUBLE 2' x 4' STUDS GLASS OR DOOR L GLASS OR DOOR PLYWOOD L STUCCO FINISH EM BED. ilia II I TENSION FASTENER 1/4'0 SS. LAG SCREW (SEE ANCHOR SCHEDULE) PI (MAX DESIGN LOAD ± 105 PSF) O WALL MOUNT SECTION SCALE 3' = 1' -0' MIN. SEPERATION FROM GLASS MIN. SEPARATION FROM GLASS SEE CH Q DOTE, THIS DETAIL NAY BE USED AT TOP USING A 'WALL-morn:1' HEADER 2 AS VOWN IN WALL MOUNT TDIN 1/2' TFK. PLYWOOD EXISTING FINISH MATERIAL 1/4 -20 BELT L NUT ! 2' O.C. 2 - 1/441 S.S. LAG SCREWS V/ 2' MIN. PENETRATION INTO VOOD FRAMING 1' x 4' x 125' OR 2' x 4' x 125 CONT. ALUM. TUBE 3/4'0 ACCESS HOLE (MAX DESIGN LOAD ± 75 PSF) O ALT, WALL MOUNT SECTION SCALE 3'= 1'- 0' CO (OPTIMAL) 1/4' MAX. d z ® i 1/4' MAX GLASS DR DOOR DOUBLE 2' x 4' STUDS GLASS OR DOOR MIN. SEPARATION FRIlI GLASS SEE SCHEDULE PAGE 5 EXISTING SIDING 1 5/B' MAX. EXISTING VD= HOLDING MIN. SEPARATION FRON GLASS SEE AS 3� TENSION FASTENER 1/4'0 S.S. LAG SCREV (SEE ANCHOR SCHEDULE) 1/ (MAX DESIGN LOAD ± 105 PSF) WALL MOUNT SECTION SCALE 3' = 1' -0' TENSION FASTENER 1/4'0 SS. LAG SCREV (SEE ANp10R SCHEDULE) TVO ANGLES - 14 CONT (MAX DESIGN LOAD ± 75 PSF) O BUILD -❑UT SECTION SCALE , 3' = 1' -0' 1/4 -20 MACHINE BOLT V/ VINGNUT ! 6' O.C. TYP. TOP 4 BOTTOM APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D.A T ' 19C? .1 PRODUC` DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 'C& 61. 173 0. N Q X 1/4' MAX. 1/4' MAX — co '.0 Q • y em tn W CO 0. LI (4Z 0 b: WaCI 14 G Z SS ..Z z zrai WV) 0 FL L PE mete 1. a 81 b W1 0 ` Jt 2 - N I PRO'(V.J. KNEZEVICH ESS [some AS NOTED ) (design by l vx f u 0 U J J 3/5,95 NEE R drawn by l V. HILL Checked by V.0 mrvwmg na 95 -207 ( sheet 4 of 6 , MINIMUM SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF> ACTUAL SPAN (L) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS < 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30' ABOVE GRADE (INCHES) 30. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -3/8' 8' -0' < L S 11 ' -2' 2' 1 -3/4' 40.0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2' 1 -7/8' S0, 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L < 11' -2' 2' 2' 60. 0 L S 5r-0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2 -3/8' 2 -1/8' 70. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11 ' -2' 2 -3/8' 2 -3/8' 80. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L S 10' -6' 2 -5/8' 2 -1/2' 90.0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8'-0' 2' 1 -5/8' 8' -0' < L S 9' -11' 2 -1/8' 2 -5/8' 100. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L ( 11'2' 2 -3/4' 2 -3/4' 110. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8'-0' 2' 1 -3/4' 8' -0' < L <. 11' -2' 3' 3' MAXIMUM ALLOWABLE SPAN SCHEDULE NEGATIVE DESIGN LOAD (PSF) MAXIMUM SPAN (L> FOR ALL MOUNTING CONDITIONS (FT - IN) MAXIMUM SPAN (L> FOR FLOOR TO CEILING MOUNTS ONLY <FT - IN> 50.0 11' - 2' 11' - 2' 60.0 11 ' - 2' 11 ' - 2' 70.0 11' - 2' 11' - 2' 80.0 11' - 2' 11' - 2' 90.0 1 1 ' - 2' 11' - 2' 100.0 1 1 ' - 2' 11' - 2' 110.0 11' - 1' 11' - 2' 120.0 10' - 5' 11 ' - 2' 130.0 9' - 8' 11' - 2' 140.0 8 ' - 11' 1 1 ' - 0' 150.0 8' - 4' 10' - 9' 160.0 7' - 10' 10' - 2' 170.0 7' - 4' 9' - 6' 180.0 6' - 11' 9' - 0' 190.0 6' - 7' 8' - 6' 200.0 6' - 3' 8' - 1' 210.0 5' - 11' 7' - 9' 220.0 5' - 8' 7' - 4' 230.0 5' - 5' 7' - 0' 'r NDTESs APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT : _ 19%2 B•t PRODUCT ' TROL DIVIS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 -00 - 7. 6.'5 1. USE POSITIVE DESIGN LOADS TO DETERMINE REQUIRED SEPARATION FROM GLASS. 2. USE NEGATIVE DESIGN LOADS TO DETERMINE MAXIMUM ALLOWABLE SPANS. vt 0 L PREIFE Fl. Lac PE00 1 8 F 3 3 F. 0 w +kat, l e s rmEn res by VJK 0 U - J w z oh z .t . m - gx ec La Et S a H W 3 �am J Fn 0 v�� J J 5 drown by J.V. HILL (ChfdMed byl l v.x1 dra.ep no. 95 -207 sheet 5 of 6 1 APPROVED AS COMPLYING WITH THE SOUTH FL0R DA. BU;LDING CODE D4T -I • L 19q B r_ PRODUCI ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No PS -0667. Q3 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. Z y N W C V..1, KNE 4.. CH PRCFF.SS FL L PE da 1 8 2 1 N co t. & HQTm r�� by ) l v Jlf — J Q INtR otroWn by J.V. HILL checked by v.n drow no. 95 -207 AN CH ■ R SCHEDULE - FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LEADS CINCHES 0 , C ,) W/ 3' EDGE DISTANCE 1 R SCHEDULE - FASTENER SPACING DESIGN LOADS (INCHES TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR VARIOUS EXISTING CONCRETE HOLLOW BLOCK WOOD FRAMING (MIN. EDGE\ STRUCTURE ANCHOR 1/4'0 ITW TAPCON W/ 1 -1/4' EMBEDMENT 1/4'0 RAWL CALK -IN W/ 7/8' EMBEDMENT 1/4'0 ITW TAPCON W/ 1 -1/4' EMBEDMENT i 1/4' 0 RAWL CALK -IN W/ 7/8' EMBEDMENT 1/2'0 BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT 1/4'0 S.S. LAG SCREW W/ 1 -1/2' PENETRATION ANCHOR DESCRIPTION *MIME 1/2'0 BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT 1 ` 1/4'0 S.S. LAG SCREW W/ 1 -1/2' PENETRATION � ANCHOR DESCRIPTION 43SONOME. eCi : 0 p DESCRIPTION W>105 w S 230 LOAD (V) W>75 W < 105 V > 75 V > 105 W > 75 w S 105 W > 75 W > 105 V > 75 W S 10 W > 75 W > 105 W > 75 W 105 W > 75 W > 105 W > 75 S 105 V > 75 W > 105 L < 5' -0' W > 75 W > 105 LOAD ( ) SPAN (L PsF , V < 7S W < 105 W S 230 W < 75 W < 105 W < 230 W < 75 W < 105 W < 230 W S 75 W S 105 W S 230 V S 75 W < 105 W S 230 W S 75 W S 105 W S 230 PS` PAN (L) L < 5' -0' 6 6' 6' ;',/?/( 6' 6' 6 ' • 6' 6' 6 6' ' • 3' S' 4' 6' 6' 4' 6' 6' ' 6' ' 3' 5 . 6' 6 ' 6' 6' • L < 5' -0' L <� 8'-0' 6' 4 . 4' _ 3' 5 . - 3 . - _ ' 5 4 . 3' 3' / 4 ' S' 3' S' 6' 6' 25' 4' 6' 6' 4' 6' - 3' 6' 6' - 6' L < 8'-0' 8' -0' < L 6 • ' ' 6' 5' 4' 3' - 4' - 4' 3' 6• �� 8' -0' < L L 11' -2' 6 6 3 • 6 4 6 5 _ 6 6 3' 5 5 - L< 11' -2' APPROVED AS COMPLYING WITH THE SOUTH FL0R DA. BU;LDING CODE D4T -I • L 19q B r_ PRODUCI ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No PS -0667. Q3 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. Z y N W C V..1, KNE 4.. CH PRCFF.SS FL L PE da 1 8 2 1 N co t. & HQTm r�� by ) l v Jlf — J Q INtR otroWn by J.V. HILL checked by v.n drow no. 95 -207 ANCH 1 R SCHEDULE - FASTENER SPACING DESIGN LOADS (INCHES REQUIRED FOR , C ,) W/ 2' EDGE DISTANCE TENSION SHEAR TENSION SHEAR VARIOUS 1 EXISTING STRUCTURE CONCRETE HOLLOW BLOCK WOOD FRAMING (MIN EDGE DIST. 3/4 EXISTING STRUCTURE ANCHOR DESCRIPTION 1/4'0 ITW TAPCON W/ 1 -1/ EMBEDMENT OM 1/4'0 W/ 7/8' RAWL CALK EMBEDMENT -IN 1/4'0 ITW TAPCON W/ 1 -1/4' EMBEDMENT *BMW. ! 1/4' 0 RAWL CALK -IN W/ 7/8' EMBEDMENT ■ 1/2'0 BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT 1 ` 1/4'0 S.S. LAG SCREW W/ 1 -1/2' PENETRATION � ANCHOR DESCRIPTION LOAD S PAS CL Pn V < 75 V >75 W < 105 W>105 w S 230 W < 75 W>75 W < 105 W >105 W < 230 V < 75 w W > 75 w S 105 W >105 W < 2 30 S 75 S V > 75 W S 10 W >105 w S 230 w S 75 W W > 75 W 105 W>105 W $ 230 V S 75 W > 75 S 105 V > 105 W S 230 LOAD( V> r PAN CL L < 5' -0' 6' 6' 6' 6' S 5' 6' 6' 6' 6' 6' 4 . 6' 6 . 6' 6 . i 6 6 . 6 6' 3' 3' 6' 6' 6' 6 . 3 5' 6' 6' 6' 6 . 6' 4' L < 5' -0' 5' -0' < L L< 8' -0' 6' 6 . 6' 6 . 3' 3 . 6' 6' 6' 6' 6' 2.5 5' 6 . 3' 5' 1111.7 S' 4• - - 6' 6' 4' 6' - 3' 6' 6' 6' 6' 6' - 5'— O' 8' < L L <—O' 8' -0' < L L < 11' -2' 6• 6' 5' 5 . - _ 6' 6 . 6' 4 . 4' _ 3' 5 . - 3 . - _ ' 5 4 . 3' 3' / 4 ' S' 3' S' - / / 6' 6 6 r 4 . 8' -0' < L L < 11' -2' APPROVED AS COMPLYING WITH THE SOUTH FL0R DA. BU;LDING CODE D4T -I • L 19q B r_ PRODUCI ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No PS -0667. Q3 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. Z y N W C V..1, KNE 4.. CH PRCFF.SS FL L PE da 1 8 2 1 N co t. & HQTm r�� by ) l v Jlf — J Q INtR otroWn by J.V. HILL checked by v.n drow no. 95 -207