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369 NE 97 St (3)4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' Job Address 3 6 // er 97 Tax Folio //- �'1/ 3 Legal Description / / o 1, 0 /< / :2 Historically Designated: Yes No Owner/Lessee /Tenant -) ,, JJ /' t • Master Permit # L ? J -' -`- Owner's Address 3 fi: 9.7 \- / ,CIA ; Jt Wg Contracting Co. (:*!1:/ Address Qualifier SS# State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION V- V�iG� \, / ?„16 Square Ft. A.,/ 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.) m i 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 perfonped to m t the dards of all laws regulating construction in this jurisdiction. I.undstand that separate permits are required for ELECTRICAL PLUMBING, SIGNS; POOLS, ROOFING and MECHANICAL WORK. ' y OWNERS AFFIDAVIT: certify that all the foregoing information is accurate a4that all work/Will be done in compliance with all applicable laws regulating construction n4zorti9g. Furthermore, I authorize the above -named contractor to at:rd,tie work stated. Signatureof otree and/or Condo President FEES: PERMIT /04;" APPROVED: Zoning Mechanical Notary as to Owner and/or Condo President Date My Commission Expires: Building (Uf #D Address Estimated Cost (value) / ) Phone �5 / `' S Phone Signature Contractor or Owner- Builder Date Notary as to Contractdor Owner - leer . Date My Cobs es:sf yOAaor ^ ilt9 / TL jF . 7 C.C.F. I° NOTARY ' BOND TOTAL DUE / / Electrical Plumbing Structural Engineer Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under number 99- 0726.01 (Previous number 96- 0304.1). This letter authorizes 0 / 064 toemie to use our .060 Aluminum panels under number 99- 0726.01 to be used at the following job: Sincerely, Victor V. Cruz President or 1. This form must accompany the application for building permit and shall become part of the permit documents. Enrique Revilla Vice - President 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 4 , 14475 N.W. 26th Avenue Opa I ocka FL 33054 Your application for Product Approval of: 0.060" Aluminum Storm Panel Strutter 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- 0726.01 Raul Rodriguez Chief Product Control Division TIIIS IS THE COVERS1IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:08 /26/2002 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: 08 /26/1999 .rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mull address: poslntaster©huildingcodednline .cum MIAMI-DAM?, COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FL9RIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROI. DIVISION (305) 375 -2902 FAX (305) 372-6339 Lrim Ilomepuge: htlp : / /www.huildingcodeonline.com Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum storm panel 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 aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated July 19, 1999, last revision #2 dated August 5, 1999, sheets 1 through 4 of 4, 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 hereinaRer be referred to as the approved drawings. ACCEPTANCE No. : 99- 0726.01 APPROVED EXPIRES • • • AUG 2 6 1999 AUG 2 6 2002 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel 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. 13UILDING 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 oth' r documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. I-klmy A. akar, P.C. - Product Control Examiner Product Control Division 2of3 : - Florida Storm Panels, Inc. ACCEPTANCE No. : 99 0726.01 APPROVED AUG 2 6 1999 .AUG 2 6 2002 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I -- Renewal of this Acceptance (approval) shall be considered idler 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: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. - b. The product is no longer the same product (identical) as the one originally approved. e. 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 scaled 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 I, 2 and this last page 3. END OF TIIIS ACCEPTANCE I-leliny A. 1Efakar, P.E. - Product Control Examiner Product Control Division 3 of 3 (V OR HORIZONTAL) .n 0 0 C 1 1 I 1 o !I n i .325" '0 0 .065' "F" TRACK 1 /4" MAX 08 /05/99 12: 2 7 12 50" COVERAGE SCALE HALF SIZE O WINGNUT S CALE : HALF SIZE d J = w V w u1 J -I - W Z Z 4 0O. EX O �E VI O LL m 15 5.00" 1 50" EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING O STORM PANEL SCALE : 3" = 1' -0 SECTION 0 1 BOTTOM MOUNT 070 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 1) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (dl 6 -1 /4" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" 0 C. 1 f 6 -1/4' (TYP) 1 t PRODUCT MARKING LOCATION/ 1.50" 16.50" i10 0" 0 STANDARD CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) USE 1" x r x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 S. TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR w000 FRAMING 5 00" 3.500" PRODUCT MARKING (OPTIONAL LOCATION) Jr•— 16 GAGE GALV STEEL GRADE 50 1 00" OPTIONAL LEG OIRECTION TOP MOUNT 230 PLAN VIEW 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 8) OVERLAP FASTENERS / TYP (SEE NOTE * 8) - A 16 GAGE GALV STEEL NGLE 1" x 2" MIN CLOSURE TO PIECE 2 "x5 " MAX FASTENER 12" 0 C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0 C. FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE 3" = 1' -0" 5.00" OPTIONAL LEG of -1 DIRECTION DIRECTION 75 r 16 GAGE GALV. STEEL GRADE 50 SOFFIT CHANNEL SCALE : HALF SIZE t.00" 14 GAGE I GALV STEEL 5.00" MAX. y CLOSURE SCALE : 3" = t' -0" I u Z 1/4" MAX. 1 75 V /4" MAX 0 0 050" 2 1 062" .250'= I` 1 613" t 1987" I O "h" HEADER SCALE . 3" = 1' -0" 13 SCALE : HALF SIZE GALV STEEL GRADE SO OR ALUM. t = MIN..065" KEYHOLE WASHER WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTON - 1" 01" USED SEPA ISRE SEPA' 5CHE1 PLAN MOUNT OVER AP FASTENERS (SEE °LAN VIEW & NOTE/ 8) BOTTOM MOUNT 6 -1/4" (TYP L OO OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6-1/L" 0.C. OR DIRECT MOUNTS WITH ANCHORS (Ol 6 - 1/4 - (:)c. 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS (x512 -1/2" 0 C. (TYP) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW SCALE 1 -1/2" = 1 ' -0" 0 - USE 1" ,; r : 16 GA STEEL TUBE WHERE APPLICABLE SEE 'OTE 8 a TYPICAL ELEVATIONS (TYP O "U" HEADER SCALE 3" = 1' -0" 14 STEEL TUBE SCALE : 3" = 1' -0" T I UBE MAY BE HERE REDUCED TION FROM GLASS IREO. SEE TION FROM GLASS LE. SHEET 3. AND IEW & NOTE 8 SHEET 1 0 1 -3 /L" OVERLAP MIN. 12 14 GAGE GALV STEEL EL ANGLE CLOSURE PIECE .125" O 0 N 6063 -16 ALUMINUM ` S" MAX. 5a ANGLE S CALE : 3" = 1' -0" 16 GAGE GALV. STEEL 2". 3 ". 4" OR 5" ANGLE I 1.50- ANGLE SCALE : 3" = 1' -0" TYP. 1/4" S.S. STUD 0 I @ 6 -1/4" 0 C. r N 1 1 STUDDED ANGLE SCALE : 3" = 1' -O" O SCALE : 3" = 1' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DARE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE OESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY. 0.060" THICK, WITH A 16 GA. MIN. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. .093" TYP. 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- FLORIDA STORM PANELS, INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH -A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP & 13 OJJA ^�T _S - • -'a.. ✓ - CH NGED AS FIELD COND N�LS MAY 8E MOUNTED HORIZONTALLY WHER - • ' - 8 PANELS -, -'- CTUBE SHALL BE FASTENED AT OVERLAPS 112 -1/2" 0.0.1. AT IDSON - TO A 1" x1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION ®OR®). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 -1/2" O.C.I. AT MIDSPAN W/ 1/4 -20 : Y MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS$ OR ®1. FOR PANEL SPANS LESS TKAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". MIN. FASTENER (d 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.0 FOR DESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR 0/000 FRAMING APPROVED AS COMPLYING WITH THE SOUTH LORIDA B' !LD!P G CODE T I �. 10 BY PROCIJCT CO.... BITS ON BIJILCI !; CC• is CCM:PL:A;10E CEF!CZ ACCEPTANCE NC q 'OZLL.pi c 0 41 F V.J. KN PP.OFEE SIO FL Llc n No PE t 0983 c scat ( AS NOTED, (design by V JK 1 IL) 1� 2 03 v� Cr 0 > o ro 0 z <08 QJ 3�0 W ZU8 Z 0 9.:7; o - LL 0o C") a H AL 'GIVE 19 07/19/99 [ drawn by MC - Checked Dy V 1K drawing no. 99 -230 sheet lot 1 (VERTICAL OR HORIZONTAL) SEE MIN SEPARATIO FROM GLASS SCHEDULE (TABLE 2 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR ANGLE TO WALL DETAIL 1"x 4 ^x.125 "OR 2 "x4 "x.125" AL. TUBE OR2 "x P.T. W000 W/ 1/4 LAG SCREWS Cm 12" 0 C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE 08/05/99 12:37 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION .TYPE 2. FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT SECTION A SCALE . 3" = 1' -0" 11 �BEOMEj //I QCONT q14 S.M.S. 10" O.C. 2 - 1/4"0 x 4 -1/2" S.S. LAG SCREW (D 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO * 72 PSF. WALL MOUNT SECTION (BOTTOM) VZI D SCALE 3" 1' -0" Q OR© 1/4" MAX. O 1/4 -20 MACHINE BOLT & WINGNUT (f1) 6 -1/4" O.C. 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. SEE MIN. 4 SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. E FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE3. L ` OVAL r Ir j r DGE DIST EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4 -20 MACHINE BOLT & WINGNUT (d 6 -1/4" O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE3' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING © CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1• -0" EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE —1- (TYP GLA OR 0 SEE SEP FRO SCH (TA REMOVABLE FASTENER CO 6 -1/4" 0.C. MAX., BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR FERENCE CONNECTION • TYPE 1 • INLESS STEEL TRUSS HEAD OLE WASHER. ENGAGE BOLT ORTtON OF KEYHOLE WASHER O WALL MOUNT SECTION E (DIRECT MOUNT) SCALE . 3" = 1' -0" 1/4" MAX. vl W 1/4"0 ELC 4'�ALE WITH WASHEREO WINGNUT `�. „oil C. MAX.. BUT DO NOT EXCEED 'w,,L • E SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE1•. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GLASS OR 000R EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING — GLASS OR 000R SEE MIN. SEPARATION FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1' OR 1"x4" x.125" AL. TUBE (OPTIONAL) FROM GLASS SCHEDULE (TABLE 2) /2 SEE MIN. SEPARATION FROM it I A GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 0 F SOFFIT MOUNT DETAIL SCALE : 3" = 1 -0" OPTIONAL LEG DIRECTION NOTE : USE OF THIS DETAIL IS LIMITED TO 2=72 PSF. 1/4 -20 MACHINE BOLT & WINGNUT 12" 0 C TYP. TOP & BOTTOM 0 OR 3Q _ LOCATE "IN" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1 • 1/4 - 20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO X72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" THREE 1/4 "0 W000 SCREWS W/ 2" MIN EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP AT EACH JOIST. TRUSS OR RAFTER (B 24" O.C. MAX.) —r - 2 x W000 JOIST. TRUSS OR RAFTER R12 SMS BETWEEN TRUSSES @I0" 0 C. MAX. 1/4" MAX. - -� 6 en 1- H o o z J W z 4 a APPROVED AS COMPLYING ilTH THE SOUTH LORIDA B ILDING CODE DAT' BY PRODUCT CUNT Dlv; ON CCDE COMP ; INCCE Jf 6 ACCEPTANCE NO. 1/4" MAX 0 F z z1 8. W LL U tn� fig( Z E O S _ O J oa 2 E • w owe, g U. • C C W 4) 8 L O 1 Z H N = 0 6 o� 2 g ., = w CC C • w t Z i 0) 4. FL LiC PE date (scale l AS NOTED z Z of 1— U 0 en cn U w w Ca z m 0 0 8 0. V.J. KNEZa_' H PROFESSIO ' GINEER e No 0983 07/19/99 (drawn by MC design by i(checwed 6,11 VJK VJK drawing no. 99 -230 sheet 2 of 4 MIN. SEPARATION FROM GLASS SCHEDULE 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) SYSTEMS 1 & 2 MIDSPAN TUBE MBOLTSN ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -S" 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -1/4 4 " -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8 " -5" 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5•-0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 70.0 3' -0" 2 -1/4 3 1 -5 /8 4' -0 " 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 2 7' -9" 2 -1/2 3 2 -1/2 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING © BUILD -OUT © MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK SCALE 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE)' Or NOM 0 4 Al MI 1 EMBED (TYP) a ihi t AN. L 1/2 rT — N_ 0 � W Q SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 L 'J SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT b WINGNUT ® 6 -1/4" O.C. 1/4" MAX. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION • TYPE 1' 1 /4 -20 MACHINE BOLT b WINGNUT @ 6 -1/4 0.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 — ALUM. OR GALV. STEEL SPACERS AS REQ'0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1 ' ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL O "P' TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' SEE MIN. SEPARATION F' GLASS SCHEDULE (TABLE 21 SCALE : 3" = T -0" SCALE: 3" = 1' -0" 1/4 -20 MACHINE BOLT b WINGNUT (pi) 6 -1/4" D.C. WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 "P' TRACK CONNECTION TO NEW STRUCTURE DETAIL NOTE : USE OF THIS DETAIL IN S /8' STUCCO FINISH (LEG MAY BEREVERSE01 0 3/4 r • 0 O 0 Z W J N J J W Z a CL E X a 0 a , E N 1-1/2 INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S OPTIONAL HANDLE LOCATION 8 x 3 x 1/4 x 1' - 1-1/2 - ALUMNUM ANGLE— PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUT FROM THE INSIDE. IMAM BE 1 OR 2 PANELS WIDE) 2 8 x 3" x 1/4" x 1' - 1 -1/2" ALUMNJM ANGLE 1/4 -20 STUD \1/ NUT 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 3" 0.C. OR 1/4"0 POWERS STEEL DROP -IN W/ 1" MIN. EMBED IN CONCRETE ® 3 O.C. 13 -1/2" 12 -1/2 6 -1/4 6-1/4 - 1/4 -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY IS LIMITED TO 2=72 PSF AND A MAX.. PANEL LENGTH OF 11• ". OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" ,-Ea. 2 x 2 x 125 MIN. CONT 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2 - x 1-1/2" AL. STUD ANGLE t /4 - S.S. BOLTS b WINGNUTS (ul MIDPOINT OF PANEL SPAN OR 51 0.C. MAX. (TYP) O ALT. CORNER DETAIL L SCALE 3" = 1' -0" APPROVED AS COMPLYING WITH Di SOUTH FLORIDA 811! DING CODE DATF k4 BLS, PRO; :UCT CuiTROL OIViSION O BU:: D: NG CODE COMPLIANCE 0, r . L:E ACCEPTANCE NO. - ..4_2_11,15-01 Li Z z' - r GJ F a . W r ° z o Q 5 - 0 U Q cr O` 2 Q W § 8 Z 5 0... o(f O ty U • A . Uo ° 3 — Z >1.7 ¢ cu rW- LU J G N g z o� � wz z 2 Z ° 8 V U < W LL z V.J. KNEZ / H l PROFESS(C GINEE FL Lic PE e No 0983 5 1999 ate 07/19/99 al AS NOTEO das,gn by VJK drawn by MC checked Dyl VJK Crav,ng no. 99 -230 sheet 3 of 4. 08/05/99 12:32 EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 ' CONT 1/4 -20 MACHINE BOLT 8 NUT (ID 12"0C. (TYP. TOP 8 BOTTOM) EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1 /4 -20 MACHINE 80LT b WINGNUT 6 -1/4" 0 C. T A B L E ____ FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 1) MIN. 2• EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5• -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3'• (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 MIN. 00 P.S.I. CONCRETE 1111111111111111111111 ■■1111111111►. 48 12.S 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 123 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 1/4 "0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 S 9 12.5 5 9 Immm aln11111 a ' n : 1/4 "0 ELCO MALE/ FEMALE "PANELMATE W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW 01._12614u1, 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 % 4 12.5 11 10 12.5 4 7 10 3 5 230 10 1 4 10 ' 4 10 / 4 10 3 5 10 3 5 10 3 5 e ill 1/4"0 POWERS W/ 7/8" & 1/4 -20 STEEL MACHINE CALK EMBEDMENT STAINLE S � -IN EW 4 8, 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 i . 12.5 12.5 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 12.5 12.5 9 9 12.5 6 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4"0 ZAMAC W/ EMBEDMENT POWERS NAIL -IN 1-1/8" MIN. 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 25 92 6.25 6.25 6.25 6.25 4 6 6.25 3 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 3 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 HOLLOW CONCRETE BLOCK i NIA111111111111111111111111111111P> 48 12.5 12.5 10 12.5 12.5 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 7 5 7 1 3 12.5 12.5 12 12.5 9 8 9 3 5 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72 12.5 12.5 7 10 4 4 6.25 3 12.5 12.5 10 12.5 5 7 8 V 4 92 11 7 5 8 1' 7/ 3 6.25 3 12.58 8 10 3 5 7 / 4 230 6.25 3 6.25/ f 3 6.25/ 3 7 7> 4 7 j 4 7/ 4 MMI+,I11111WIMN11, 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 X 92 12.5 11 9 12.5 4 6 10 j 4 12.5 11 10 12.5 4 7 10 5 230 10 i 4 10 j 4 10 � 4 10 3 5 10 3 5 10 3 5 1/4"0 POWERS W/ 7/8" 8 1/4 -20 STEEL MACHINE -IN 48 12.5 12.5 12.5 12.5 12.5 10 12.5 5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 h 0. CALK EMBEDMENT STAINLESS SCREW 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 12.5 125 12.5 12.5 11 12.5 4 7 72 12.5 12.5 9 12.5 6 6 9 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 4 12.5 12 11 12.5 4 8 11 3 6 230 48 9 6.25 / 6.25 4 6.25 9' 6.25 6.25 4 6.25 9 / 6.25 4 4 6 11 6.25 3 6.25 6 6.25 11 6.25 3 6.25 6 6.25 11 6.25 3 5 6 6.25 n U ) C 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 / 5 6.25 6.25 6.25 6.25 6.25 6 25 6.25 3 6 l 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.25Y 5 72 6 6.25 6.25 6.25 3 5 6.25 4 6.25 6.25 6.25 6.25 3 6 6.25 5 230 6.25 j 4 6.25 4 6.25 4 6.25 5 6.257% 5 6.25/ 5 F ASTENER ANCHOR SCHEDULE DESIGN LOADS AND SPANS MAXIMUM SPACNG (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD ( PSF MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 L 1 2 3 000M 6 -10 48 11 11 11 11 11 11 11 11 7 111111111119 62 11 11 11 11 11 9 11 8 5 1/4 "0 W000 LAG W/ 1 -3/4" MIS THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOCO GRAIN 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 1 48 6.25 6.25 6.25 6.25 6.25 6 25 6.25 5 6 111 tl S/16 "0 0 0 BRASS wc00 BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/4 -0 HEAD) W/ 1" MIN. EMBEDMENT 62 6.25 6.25 6 25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.251 4 92 6.25 6.25 6.25 6.25 3 5 6.25 4 230 6.25 4 6.25 / 4 6.25 , 4 0B/05/99 12 :33 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 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 CR 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. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING PIECES. MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN • CENTER OF NOMINAL 2 "z4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT APFROVED AS COMPLYING WITH THE SOUTH L0RIDABUILDING CODE DAT 19 BY PRODUCT C :! ROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ctl- 0p1L -01 wasmommilme z I 1 z N , U.11 1- < 0 O x 0 W w z m CD 0 1 r 2 In �co cc r i > 00 0' < co F- <-1§0 O W ZU °o EZ0Orn O a �G o 0 co 13 I , 1 I 1 I I I Ic aiiirmiamums V.J. KNEZEV PROFESSIONAL NEERI NFL Lice PE 0 drawn by MC cnecked by! VJKI STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS ® 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS © 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP L BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS.® 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS ® 6 -1/4" O.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 _ 8 -5 50.0 / 60.0 8 -5 8 -4 8 -5 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 -10 6 - 10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 - 11 130.0 4 -9 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 - 7 4 - 11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 - 230.0 2 -8 [- - 0B/05/99 12 :33 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 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 CR 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. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING PIECES. MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN • CENTER OF NOMINAL 2 "z4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT APFROVED AS COMPLYING WITH THE SOUTH L0RIDABUILDING CODE DAT 19 BY PRODUCT C :! ROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ctl- 0p1L -01 wasmommilme z I 1 z N , U.11 1- < 0 O x 0 W w z m CD 0 1 r 2 In �co cc r i > 00 0' < co F- <-1§0 O W ZU °o EZ0Orn O a �G o 0 co 13 I , 1 I 1 I I I Ic aiiirmiamums V.J. KNEZEV PROFESSIONAL NEERI NFL Lice PE 0 drawn by MC cnecked by! VJKI - 00 0t b) P- I 36 9,6 '-- (l) 4 t 3 $c xse ti 4 ;L f v- : S'4, 3, 4 3:. 90 7 7 i 3, & - - > - ; 1'v' / 0 • ; 3 y' I 7� 39 /2. ( / I • 3 9 /3 iv -7 /kl *7 /4 / -a 7 /, ) -"_ k � N w nl �� /8' v T2 >> , s' V' 72. t J►0 A P OPFL b) /►( (r9 ') (oO -2v 3 39 39 r 39 3q -s 60 7V 4i l`p I 64q /✓. €. 47 s7( MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not A copy of approved plans and specifications must be kept at building during prpgress of the work. i tiO Date..._ f _. t `_. ..__.. ._ _ ..._._._........ ,19._ Owner's Name and Address iki..,z:4 'M cc 4 ._. No ......... Street_ -_ .. Registered Architect and /or Engineer .5 %I-6i 1,-pai .,: :.. 2.1 _.. ..... Name and address of licensed contr ,actor. / 't4` CI; - e ¢' _.... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be dons MY (1'7 .p.. . _... ».._. __ __.._.._— _ _ — State work to be done and purpose of building (by floors)...__..:: f dh ( 4-'a - ‘,4.4 — and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $.3 Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ._.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. - Remarks (Signed) Date. / STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _._ .----- _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him s y t d are true Permit No._ .� Read, Sworn to and Subscribed before me. Disapproved tea ._..___..._._ _ � Notary Public, State of Florida • (Signed) .... ..... z - - - - -- — Building Inspector My Comfnission Expires PLANNI C BOARD _.._ DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapprov Date NOTE: A charge of $1.00 will be made for snaking corrections or changes to this applicnt ?on after approval has heen obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made accessary by improper notice for inspection or faulty materials and /or workmanship. Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date , 19 G Owner's Name and Address "Ile S • ' tJ Q £ o No 3 it9r Street "7 - T" Registered Architect and /or Engineer L Name and address of licensed contractor 0_ E.4 L' Al • eg ° ®o e T 3 Location and legal description of lot to be built on: / V � r E • // fN N , A f • # t e4 4 • Lot Block // Subdivision Street and Number where work is to be done__ __ 3_b__ f ____ /1/e Z. State work to be done and purpose of building (by floors ) __ New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind ?foundation Roof Covering �BO' ® Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such actors, o n work tqe per oder this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Date Building Inspector S� fi(A�i i S E LSE S' . - ae • and for no other purpose. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No l Date -3 - Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD _ DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.