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SHUTTERSMiami Shores Village Building apartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 f � ; - A1M 4 BUILDING PERMIT APPLICATION FBC 2004 Tel: (305) 795.2204 Fax: (305) 754.$972 Permit Type (circle): Owner's Name (Fee Sim Owner' ddress City Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 3 i C —o ,'3 - 3.3 5? NO Contractor's Company Name Contract rd's Addr - ss 30 City Qualifier Name State Certificate or Registration No. C,6-c- ( 5D ' / 3 (17 Type of Work: ❑Additj4n EAlteration ►: ew Describe Work: h Electrical PI mbing Mechanical Roofing Zip ,5373 Phone # gos' -6d6' Certificate of Competency No. Square / Linear Footage Of Work: 1e5 Phone # Permit Not • 1`O 1 Master Permit No. Phone # VAR ' Ft 2005 Zip 5 N 11 111 Repair/Replace ['Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ O CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Companyess City State Zip • : ' l e( icable) Mortgage•Lender's • • . ess City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." • Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Contractor Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical // Roofing Owner's Name (Fee Simple Titleholder) (A)A fit gat/et Phone # 3O 4 9 f k Owner's Address )5S lig Q2 51 2 City AVM (QQ��yj State P1.-- Zip ,33( Tenant/Lessee Name Phone # Job Address (where the work is being done) 2$t) N 9 5T City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Contractor's Company Name $k�4 L C (5}' G Contractor's Address 32 31 CAP li I %Q1 L 6 City /1 /4 0” i% 1 , J ,/G�State �L Qualifier I %�los ,/ 1I 1 YVi i/L Permit No. Master Permit No. Phone # Zip Zip 31313 an 1 5 - 4 j ( ( 323 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit i/ 533$ Square Footage Of Work: Type of Work: ['Addition ` Alterattioo ,, ( New ® ❑ Repair/Replace El Demolition Describe Work: iuQ�(CANL � AniU // 61\ � Or tiV i iv j/ * **:*�,��x�� *,��, *�� ** ,,��+* F ees , *� x * ** * * * * * * * * * ** * * * ** * * * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted • notice, the inspection will not be approved and a reinspection fee will be charged NOTARY PUB Sign: Print: My Commissi. ' Expires: APPLICATION APPROVED BY: Chc 10/14/03 S JOSF rt1.7FTTn a4, •e `" pt, ;i.. „'.iJ r3UJ 15 p ,755 Signature 110 JOSE ALBERTO TRUJILLO MY COMMISSION # DD458755 Contractor The foregoing instrument was acknowledged before me this _ The foreg 'n in ent was acknowledged before me this day of (Y WC , 20 (_, by day of 20�j , by , who is personally known t me or who has produced who is personally known to me or who has produced dentification and who did : i th. ndenti j : ton and who did take an oath. NOTARY PUBLIC: Sign: Print: My C. ission xpires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. 00000000 000000000000000000000 00 00000000000 0000000000 00000000010000000 0000000000000000000000000000000 Zoning Plans Examiner Engineer ening # Product Code Opening Size Square Footage Width Height 1 2 2 G 75 64 33.33 3 G 38 52 13.72 J 4 G 54 52 19.50 5 GT 38 51 13.46 6 GT 20 39 5.42 7 GT 38 32 8.44 8 GT 37 40 10.28 9 GT 41 51 14.52 10 GT 28 51 9.92 11 GT 240 50 83.33 12 GT 120 50 41.67 13 GT 20 39 5.42 14 GT 38 51 13.46 15 GT 38 51 13.46 16 GT 38 51 13.46 17 G 54 52 19.50 18 G 75 64 33.33 19 0 0 0 0.00 20 0 0 0 0.00 • • • • • •►..t. • • • • PERMITTING LAY OUT SHEET 111IG H - -F .••• Building Mean Roof Height HLF 14W .. • • • .-. • 7:1/1i H - -F 15W H - -F • • • • • •••• •••• •••••• 16W H - -F • . • • • • • •• •• • • • • 17/V 18W • Gr •••• 17 •••• H - -F H - -F 1 • •• • . • • •• •• • • •••• • • ••• • �x XI 10V14 H - F D 2W 19W H - -F 8W 1- 2- 3- 4- 17 -18 'DIRECT MOUNT "ALL OTHERS H=HEADER F TRACK DM 12 3W H - -F 4■ Shutter Product Key: A. Bulldog Accordion D. 50 MM Roll -Up (G..050 Aluminum Storm Pan B. High Rise Accordion E. Bahama H. Storm Catcher C. Super 60 Roll Shutter F. Colonial L. Lexan Storm Panels S. Defender 100 Accordion 17W H - -F 6W 5W1 1 Customer Address Folio # WAYNE MILLER 258 NE 92 ST Date 5/18/2005 Drawn By JOSE TRUJILLO Color WHITE TRACK 1 of Sheet # 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36"' Avenue Miami, FL 33147 SCOPE: (,175 % -ZS MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -373, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated July 19, 2002, last revision #1 dated August 26, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. • • ••• • • • • • • • INSPECTION: A copy of this entire NOA sh be prpvid' i tt.) tie u rby the manufacturer or its distributors and shall be available for inspection at the job site at,tile reques•of tlleBailaing Official. This NOA revises NOA # 02- 0624.05 and, consists of thispau as well as 4pproval document mentioned above. The submitted documentation was reviewedpnH 1ipy A:Makaf, P.E; • : : .. • • • • • • • • • • • • • • • • • • • •• • ••• • •.• • . . . . • • • • • ••• • • • • • • • •• • • ••• • • • • • • • • • • •• NOA No 02- 0731.15 Expiration Date: 08/19/2007 Approval Date: 09/26/2002 Page 1 E 8 375 R x 2000': 1500 ,2 'j 120" DECORATIVE \---H./ C -TRACK SCALE : HALF 512E GENERAL NOTES: 12 500" COVERAGE 15 375" O STORM PANEL SCALE 3" 1 -0" 1625" 980' 980" 8 1 Y 315' 5 I 800 " II m I 13 � r � -060'" F Ov0 "" TYP Y 090" TYP 1SYM I 740. 120" PRODUCT M406I50 LOCATION f 1 THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOAI BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE IHVHZI OF THE FLORIDA BUILDING CODE. Z A 33% INCREASE 15 ALLOWABLE STRESS HAS NOT BEEN USED 15 THE DESIGN OF 7H15 PRODUCT. 3 DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS 70 USE WHEN REFERENCING THESE 000UMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE 6 THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE F190/1 THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7 ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8 WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS 4) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL ANO JUSTIFY THE DEVIATION. SAID 00CUMENT5 SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND"" MAX SECURED FROM THE MIAMI -0406 COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 9 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: HURST AWNING CO., INC. MIAMI. FLORIDA _ MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10 STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES' NOMINAL 0 050" 10.0485" MIN, BARE METAL THICKNESS'. WITH A MIN. Fy= 29.2 K5) 11 ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S I, U.0 N. 12 ALL EXTRUSIONS SHALL BE 6063-16 ALUMINUM ALLOY, U 0.N 13. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELO CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR "6" AND "U" HEADER MOUNTING CONDITIONS 14 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING _ THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED WARNING LABEL SHALL BE FASTENED W1TH PERMANENT ADHESIVE OR MECHANICALLY. 0 000557 7 "LARKING :0C 4710N 6.250" COVERAGE ONE HALF PANEL PER OPENING MAY BE USED AS RECUIREC TO COVER OPEN150 1a STORM PANEL SCALE . 3" = 440" 2 . 5 '1 ol! '� 4 - 88" Io (ZAMAC 3 ALLOY) 6a C / SLIDE TRACK O WING NUT 1 D 2" x 2" x 0.05' TUBE SCALE : HALF SIZE SCALE HALF SIZE SCALE HALF SIZE N- TOP MOUNT — a�< a yl �w Z o � <z WNQ of �t7 i WIDTH UNLIMITED IPERP TO PANEL SPANI ' TYP SECTIONS BOTTOM MOUNT TYP CAL VERTICAL MOUNT W/ STRAP ELEVATION N. 7.5 . 1/4" MAX. �Ol EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (TYP 1 WALL / DIRECT MOUNT ALUM. ANGLE CLOSURE PIECE Q 1" x 2" x 125" MIN. TO 2" x 5" x 125" MAX TRAP MOUNT 375 -- 2 063 2 h" HEADER SCALE : 3" = 1' -0 TOP MOUNT o TR . ; vl � 1- /2" \ �MN EE o \ O -1 TYPICAL CLOSURE DETAILS SCALE: 1 -1/2' 1' -0" O U" HEADER STUD ANGLE SCALE 3" = 1 -0'" 4 SCALE . 3" = 1' -0 WIDTH UNLIMITED 1 (PERP TO PANEL SPANI TYP. SECT ONS r 4 -20 STUD 625 / x 3/4" LONG (112.5" 0C. w ia> BOTTOM MOUNT TYP CAL VERTICAL - MOUNT W/0 STRAP ELEVATION N.T.S. ALUM. ANGLE AX. CLOSURE PIECE 1" x 2' x .062" 2 " x 5" x .125" ---\\ FOR 1" x 2" x .062 ", 140 P.S.F. MAX. USE 1 /4 "m FASTENER Col 12" O.C. FOR 2" x 5" x 125" 56 P.S F MAX., USE 1/4 "0 FASTENER Cd 10" 0.C BUILD -OUT MOUNT PLAN • TYP FOR 1" x Z" x 125 - , 140 P.S.F. MAX . USE 1/4 "m FASTENER (� 12" 0 C. FOR 2" x 5" x 125 ", 56 P.S.F. MAX , USE 1/4 "0 FASTENER (110" 0.0. (PLAN VIEW) - 1/4 -20 MACHINE SCREW (x1125 "0C ISTUD OIRECTICN 125 _ ' 1114? BE REVERSECI -- TYP 25" TYP 1 2.00" 1 00" MIN 5 00' O ANGLE SCALE 3 ' 1 D` 376" —1313- 452-'1" 1/4 -20 STUD x 3/4" LONG Col 12 5" O.C. . 125 - .750" ` PLACE STRAP ON INTERIOR 510E 8 FASTEN THRU F p.090" (TYP PANELS WITH WASHERED WINGNUTS p 12 -1/2" 0 C. en STUDDED STRAP (SLIDER) 12 STRAP (SUPPORT AT PANEL MID -SPAN) 3 "F" TRACK SCALE HALF SIZE SCALE • HALF SIZE SCALE 3" = 1' - 0 ' ' " MAX • �t, 1 -1/ 32" v �` - 11 • DETAIL 1 SCALE 3" RI[ F 1 11I5I11a11P • • • • 1/4 " -20 • SIDE • WALK 14 BOLT FO 6PIME TRACK • • SCALE 1%.E • PRODUCT REVISED U complying wit* the Pymid• Beldl•a Cade Aneptnnce No 0 -O 1 • S EspIntion Date • NOM OO e , /Ler.: t4 Ml.ml l 'todett Coaltol Division • • • •• • • • • •• • • • ••• •• •• x 02.373 1 sheet 1 of 5 • • • • 00/26/02 16 24 ••• • • • ••• ••• • ••• ••• • • • • • • • • • •••• • • (0 TING CONCRETE. HOLLOW BLOCK OR 0002 FRAMING ISEE ANCHOR 5(1104LE BASED ON TYPE OF STRUCTURE) -- GLASS OR 0008 SEE TABLE 2 FOR MIN SEPARATION FROM GLASS 08/26/02 ,o'25 0 0 I� SEE TABLE 2 FOR MIN 5E6480110N FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUREI- O EXISTING CONCRETE. PENETRATION HOLLOW BLOCK OR W000 FRAMING ISEE ANCHOR OR EMBED. SCHEDULE BASED ON ITyp) TYPE OF STRUCTURE) MAX PENETRATION OR EMBED. / 8 .. (TYP II MAX . —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 4/2" 1/4' O 0 I 0 41 Z N 0 a FASTENER @ 12 -1/2" 0.0 MAX BUT DO NOT EXCEED ANCHOR SCHED (PG. A) SPACING USE REMOVABLE ANCHORS W/ WAFERMEAD (3/4 "0) OR TRUSS HEAD LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. C T CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING WALL MOUNT SECTION SCALE . 3" = 1' -0" GLASS 0 •. �1n DOOR 6 EXISTING CONCRETE. / HOLLOW BLOCK OR WOOD / FRAMING (SEE ANCHOR / SCHEDULE BASED ON TYPE OF STRUCTURE) MAX "0" HEADER C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/2" 1/6" MAX. 0 625 2' =2" STUD ANGLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ENET RAT ION OR EMBED (TIP 1 WALL MOUNT SECTION SCALE 3" = 1 -0" 05 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING o wan a } EXISTING CONC RETE. o � HOLLOW BLOCK OR WOO' JL FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE TABLE 2 FOR MIN SEPARATION FROM GLASS 2" x 2' CONT 4 -20 = 3/4" MACHINE SCREW C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O CEILING /FLOOR MOUNT SECTION SCALE . 3" = 1' -0" 1 /4" MAX. THREE - 1/4•'40 3" WOOD LAG SCREW (fit 24" 0.C. MAX. W/ *114 TEK SCREW BETWEEN JOISTS 5 -1/2" 0 3/16 - 6063-T6 ALUMINUM PLATE *11401" TEK SCREWS BETWEEN TRUSSES 2'" 0 2 "0 CONT. SEE TABLE 2 FOR MIN. SEPARATION FROM GLAS C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 15E0 ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 5/8" MAX 1/4" MAX 10w 0 m 2 � aw m a� E 0 0 J av O PENETRATION OR EMBED GLASS OR D009 SEE TABLE 2 FOR MW. SEPARATION FROM GLASS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 MAX. k J w N PENETRATION OR EMBED I O CEILING /FLOOR MOUNT SECTION SCALE 3 = 1' 0 / PENETRATION OR EMBED / 5/B )TYP II MAX.' *114 TEK SCREW 0 1/4 -20 MACHINE SCREW 5. NUT Ca 12" 0.C. TYP. TOP b BUT. — C O WALL BUILD -OUT MOUNT SECT • • SCALE 3 "= 1'_0'. •• •• SEE TABLE 2 FOR MIN. SEPARATION f FROM GLASS EXISTING W000 JOIST !— 0 625'1 Om 1/4" MAX. PE N IO OR NE E MBED. 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXIS T:NG CONCRETE. HCL'_0•W BLOCK OR W000 FRAMING ISEE ANCHOR SCHEDULE 9ASE0 ON TYPE OF STRUCTURE; •- - -C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SO SHORT LEG MA" BE REVERSED TOWARDS THE OPENING ' MAX 5/B MAX O • • 4 STA] AN!LE•AITH 1 /4 -1.0•x 3/4•' MACHINE SCREW •••••• -C4 CONNECTION TYPE • REFERENCE ANCF102• • • • SCHEDULE FOR MIX SPACING •••• • • •••• • • • • • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUREI WALL MOUNT SILL SCA _E /4 -20 x 3/4" MACHINE SCREW PRODUCT REVISED n complying MIL the Flenhla 'Inkling Code Acceptance No0 o 1• Espindoo Date By Miami D • j. 1 uct antral Didion • • • wermenzszimsamoss • • • J • • • 1 • • DJ •• ZW • • • es • • 11 q • • • O () IA H •• • •• 5 •• • • O(6 37,9/2002j 1 02 -373 { sheet 2 of 5 1 ••• • •• i 11744eft � • 5 0`�� •• • 1e III i At t � 31 ••• • ••• • • •• ••• • ••• • MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE DESIGN LOAD(W) (PSF) T ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) WRH STRAP WITHOUT STRAP WITH STRAP WITHOUT STRAP 35.0 7- 0 2 2 -3/4 1 -7/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 - 6 3 3 -3/4 3 3 40.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 Z 2 10 - t 3 3 -3/4 3 3 — .- �- 50 0 - 7- 0 2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/4 3 2 -1/4 2 -1/4 9- 4 2 - 3/4 3 - 3/4 2 -3/4 2 -3/4 60.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 -1/2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/2 3 2 -1/2 2 -1/2 70.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 2 -3/4 1 -7/8 1 -7/8 7- 11 2 -3/8 3 -3/4 2 -3/8 2 -3/8 0 PE`IE ORATION EXISTING CONCRE "E OR EMBED HOLLOW BLOCK OR W000 - FRAMING ISEE ANCHOR t\ SCHEDULE BASED ON TYPE OF STRUC T UREI � \ o \ \\ SEE TABLE 2 FOR MIN SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR w00D FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) —\ EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 0 0 1/4 -20 HEX HEAD BOLT 08/26/02 16 30 5— MAX —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAO SPACING ' 71/2" /4 -20 HEX HEAD NUT (SPACER) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING O WAFER HEAD BOLT ASSEMBLY SCALE 3" = 1' -0" 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT T A B L E 3 MAO. STORM PANEL SPAN SCHEDULE FOR F -TRACK SILL W/ ANY HEADER DESIGN LOAD w (PSF) 70 0 80.0 90.0 6 MAX. (FT-IN) 7 - 11 7 - 5 7 - 0 �o C3 CONNECTION TYPE PENETRATION .7 2 5/8•• REFERENCE ANCHOR OR EMBED (TYP MAX SCHEDULE FOR MAX. SPACING WALL MOUNT F -TRACK SECTION SCALE • 3 ". 1 0" 0 TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT 67 TAP DRILL W/ 1/4 -20 NC THREAD •7 TAP DRILL W/ 1/4 -20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR A TRUSS HEAD BOLT FLOOR OR WALL MOUNTED 2" x 2" x 1 /8" CONT. STUDDED ANGLE 4 OR WALL MOUNTED SLIDE C- RACK ® OR i6a (SEE DETAILS B. C, DAILS B. C, D, E. FF OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE r 7 3/4" STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW) USE OF DETAIL SHALL BE IN CONDUCTION WITH AN °h HEADER 1/2 °_ OR"U "HEADER TOP MOUNT SIDEWALK BOLT ASSEMBLY FOR 0 - SIMILAR (NO STRAP) / OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N.T S N.T S 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" O.C. A B 2 FINAL LOCATION OF STUD I TYP.) NOTES: 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN, POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 1/4 -20 HEX r 5EA0 NUT (SPACER) TYP PUNCH 1/2" z 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TABLE 4 4 STORM PANEL SPAN SCHEDULE FOR DETAIL(, DESIGN LOAD (PSF) 60 0 l MAX. (FT -IN) 7 - 6 750 6- 0 O9 TYP. PM NUT (TYP - -/ 1 -1/2" NOTCH (TYP. BOTH 510051 A B 1 4. NEGATIVE DESIGN LOAD W (P50) 30 0 STORM PANEL SPAN SCHEDULE 35 0 41 6 45.0 50 0 55 0 60 0 62 0 65.0 70.0 72.0 75.0 80.0 90 0 100 0 110 0 120.0 130 0 140.0 150.0 1600 170.0 180.0 190.0 200 0 FOR ALL MOUNTING CONDITIONS EXCEPT F -TRACK SEE DETAIL F4 L MAX. ( FT-IN) 10 - 6 10 - 6 10 - 1 9 - 10 9 - 8 - 11 9 - 6 8 - 5 8 - 2 7 - 11 7 - 9 ••7 - •••i•C ••••• s -8 ••S• 10 • ••l••( 3 - 11 • 3 - • 3 - • 3 •3 • ••T - • • • • • • S" LONG HANDLE RIVETED TO PANEL. 3" TYP 1/4 - 20 x t" STAINLESS STEEL SIDEWALK BOLT ITYP ) NUT WASHER ON OUTSIDE FACE ITYP) • • • !, l g 1 • • 6 • T o '- • • •<�..� •••• � • • E .5 0 •-,. -. • • • •••• • • celles•SMISIIMM• • VJ. KN � II••• • • �•ow PRODUCT REVISED u 10 plrl•9 •Id de F7or1%• B•klai Cl& Aaepta•ax No o L' • .31/ Eaplr•tlo• D•re p 07/19/ 2002 MIA 1 vdaet Coouol .m il.... Division 02 -373 ( she el 3 of 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPAC NG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR SCHE E FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS �nals '151X3 ANCHOR TYPE LOAD IWI P 5 F ,`14. x (SEE NOTE 1 ) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE ANCHOR TYPE LOAD IWI P S F MAX (SEE 140TE 1 ) MIN. 3/4' EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS L,P TO (5EE NOTE 1) SPANS UP rip (SEE NOTE 1) SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8' -9" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP 70 5 -0'' (SEE NOTE 1) SPANS UP TO B' -8" (SEE NOTE 1) SPANS UP TO 10' - 6 - E NOTE 1) CONNECTION (SEE NOTE C 1 1 C 2 1 C 3 TYPE 3) C4 55 CCNNEC I' ION (SEE NOTE (11521(3 1 YPE 3) C4 55 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 CL C5 CONNECTION TYPE (SEE NOTE 3) C 1 C 2 ' C 3 1 C 4 C5 CONNE4 C 1 (SEE C 2 1105 NOTE C 3 TYPE 3) C 4 , C 5 CONNECTION 1 2 TYPE (SEE NOTE 3) C 2 C3 C 4 I C S CONNECTION TYPE (SEE NOTE 3 Cl ( 2 1 5 3 1 1 ( 4 C 5 CONNECTION TYPE (SEE NOTE 3) 5 1 ' 1 ( 2 1 ( 3 5 4 C5 '(110N TYPE E NOTE 3) CI C2 C 3 1 04 1 C 5 1 CONCRETE 35 3 6 16 16 16 15 1 6 9 1 6 16 8 7 6 1.25 1 6 1 6 7 16 16 1 6 1 1 6 1 6 26 10 16 16 10 16 7 16 16; 8 WOOD � 10tlI1t111111181111111111 1/4 "• 41000 LAG w/ 1 - 3/4" MIN. THREAD PENETRATICN 52106* PARALLEL OR PERPENDICULAR TO 41000 GRAIN 35 3 16 16 16 16 16 16!,16116 16 11 16 16 16 16 9 472 16 16 16 16 14 16 113116 16 8 10 16 76 6.75 57 16 16 16 11 14 5 14 14 6.25 12 3 11 12 5 16 16 16 16 13 16 5 16 16 0 ' t 11 13 625 1/4 liw TAPCON W/ 1 - 1 /<" MIS EMBEOME NT (MIN.7,100PSJ.CONOETE) 62 2 16 16 16 16 11 16' 9 16 16 625 7 13 16 5 62 2 16 8 16 16 8 11 3 7 1t 4 9 � J / 5 9 4 16 9 16 16 10 121 3 8 12 6 10 3 5 10 5 72 0 I6 16 16 16 16' 7.13 16 5 7 113 16 72.0 16 6.25 16 16 7 9 r I 5 9 4 9 /i 9 L 16 7 16 16 1 9 10 3 5 10 5 10 3 5 101 5 122 0 16 7 14 16 --�-- 16 , 7 13 16 5 7 13 16 122 0 9 5 9 4 9 /// 5 9 4 9 5 9 4 11 3 6 11 , 5 10 3 5 10 5 10 3 5 10 5 *13 * I /4"• ELCO M•LE/ FEMALE "PANELMATE w/ 1 -7/8" MIN PENETRATION L 1 /< -20 MACHINE SCREW WITH NUi 353 16 16 16 16',1616 1 ;114 16 16 11 * ° * IJYf_T'trmv_1a.,.s 1/4 ELCO MALE/ FEMALE • PANELMATE" 41/ 1 -3/4 MIN. EMBEDMENT 1 t /4 -20 MACHINE SCREW 411TH NUT (MIN. la KS.1. CONCRETES 353 16 16 16 16 16 16 13 16 16 12 16 8 16 16 , 10 16 16 16 16116 16 13 16 16 14 16 9 16 16 11 47.2 16 16 16 16 , 13 ( 16 16 1 16 t6 47 2 62 2 16 16 16 16 16 16 16 1 7 16 16 9 16 5 15 16 16 16 16 16 14 16 16 a 16 16 10 16 5 16 16 8 62 2 16 16 16 16 13 16 ( 9 16 11 i•1 • 13 16 6.2 12 16 16 12 16 4 11 16. 7 13 4 7 13 6 16 12 16 16 5 11 16 8 14 4 7 13 625 72 0 16 1616 .16 11 16 7 ; 13 1. 13 16 6.25 72 0 16 9 16 16 10 13 4 7 13 6 13 L 7 13 o 16 9 16 16 12 14 4 7 14 7 IC : C 7 13 6.25 1220 16 7114 26 7 16j 7 16 13 161175 1220 It 4 7 14 67S 13 4 7 13 6 13 4 7 13 6 IC 4 B 14 7 14, L 7 13 6.25 :r 4 7 13 625 * 1/4 POWERS C64.K -25 W/ 7/8" EMBEDMENT L1 /6 -20 STAINLESS STEEL MACHINE SCREW (MPS. 3.000 8S(2.001S0E1E) 35.3 12.5 12.5 12.5 12.5 123 12 5 12.5 12.5 12 5 10 11.5 10 125 12 5 8 12.5 1 1 5 12 5 12 5 12 5 12 5 12.5 12.5 12 5 12.5 12.5 12.5 12.5 12.5 12.5 1,B•C• 1/4"0 184 T* GRIP Mi PENETRATION 353 12.5 125 125 125 175 11.518. 1 2512118 175125 47.2 125 125 12.5 17.5 10 12.514 ; 12.5175 . 6 10 11 ! 9 472 12.5 17.5 12.5 12.5 12 S 12.5 8 12.512.5 7 12.5 6.15 12.5112.5 6 12.5125;12512512.5 17 5 11 125 12.512 12.5 8 12.512.5 9 62 2 17.5 8 125 R.5 7 10 3 1 7 1.11 '� 4 8 ,' Q 61.2 12.5 12.5 12.5 17.5 9 12.5 5 17.512.5 5 17.5 4 8 12.51 4 12.5 22512512512.5 22.5 7 12.5J12.5 9 12.5 5 10 12.51 7 720 12.5 6 125125615 4 8// 8..3 Q� �d 6 fi 4 8 3 720 12.5 1112.5175 8 125 4 8 12.5 4 12.5 4 8 12.5 4 12,5125125 12512,5125 5 10 7 12.5 5 10125 7 1220 9 5 9 4 8 ;/ 4 8 112.0 17.5 4 9 123 5 125 41 8 12.5 4 12.514 8 12.5 4 12.5 6 11 12 5 8 125 5 1012.5 7 12.5 5 1012.5 7 353 16 ' 1616 16 12 16 7116 16 7 13 5 13 13 6 16 16 16 15 16 8 16 16 9 14 5 14 14 7 • • : • • • • • • • • •• • • 47 2 16 14 76 16 9 77 L 112 12 5 9 3 9 9 4 16 16 16 16 11 131 4 13 13 615 It 3 10 11 5 1 /4"0 POWERS 2AMAC NAIL -IN W/ 1 -1 /8 MIN. EMBEDMENT W 3,000 P3.1. CONO{ET1J 62.2 15 7 15 15 7 9 j • 625 9 4 7 7 C 7 3 16 8 16 16 8 10 3 7 10 5 8/ 8 f 4 8 L 72 0 13 5 13 13 6.25 7/ 4 7 3 4 7 3 15 6 15 151 7 8/ L 8 4 4 8 4 122.0 35.3 8 16 �� 4 / 16 16 8 16 3 16 7 16 A L 1 16 7 1 ; 16 3 9 7 16 7 4 16 7 16 3 7 9 16 16 5 16 9 1 4 16 1 16 16 115 16111 8 4 16 8 4 16 11 8 15 //! B 4 16 8 16 4 9 5.y 47.2 16 16 16 16 - • 10 16 16 16 12 9 16 13 J11 .25116 4 9 16 13 7 5 16 11 L 3 13 6 14 11 5 4 16 16 16 t1 16 16 151 4 16 10 16 15 8 625 16 13 5 3 15 1.75 16 12 7 5 3/8 • POWERS TAPPER W/ 1 15. EMBEDMENT ;MIN• 3,000 ►S.I. CONOIETF) 62.2 72.0 16 8 16 16 8 11 3 6 11 4 11 3 6 11 4 16 9 16 16110 13 ! 3 7 13 5 13 3 6.25 12 5 1 2 2 0 1 2 3 6.25 12 1 4 11 3 6 1 1 4 1 1 3 6 1 1 4 1 3 3 7 13 1 5 13 1 3 6.25 12 5 13 3 6.25 12 5 01823103282=85882s. 1/4"0 TR1J-FAST TAP GRIP CF 41 / 2 - t /4"MIN. 0.021. 1,000 PSJ. CONCRETE) 35.3 16 16 16 16 116 16 11 16 16 10 16 7 16_ 16 8 16 16 16 16 16 16 12 16 16 11 16 8 16 16 9 472 16 16 16 16,13 16 6 16 161 7 15 L 14 15 6 16 16 76 161 16 7 16 16 8 16 5 14 16 6 62 2 16 11 16 16110 14 4 10 14 1 5 12 3 6 11 4 16 11 16 1 61 1 0 15 • 4 10 15 6 12 3 6 12 5 720 16 8 16 16 8 12 3 6 1215 12 3 6 11 4 16 8 16 1619 1313 6 13 5 12 3 6 12 5 11 2 0 12 3 6 t 2 5 12 3 6 i t 4 12 3 6 1 11 4 13 3 7 13 5 12 3 6 12 5 12 3 1 6 12 5 08/26/02 6.30 SEE PAGE 5 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED no tom *1st• * Ib.7lo.fda DoldIn Code A<.ept••4'e No O Enpintlo• DET.¢Q XaOa7 Wend DoddiVodoet Co01ROT Division ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED R VARIOUS DES GN LOADS AND SPANS Li 7 H '^ tn w ANCHOR TYPE LOAD (wl P 5 F MAX (SEE NOTE 1) MIN. Y EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' 0" (SEE NOTE 1) SPANS UP TO 8 8 (SEE NOTE 1) SPANS UP TO 10'-6' (SEE NOTE 1) SPANS UP TO 5 0 (SEE NOTE 1) SPANS UP 70 8 8 (SEE NOTE 1) SPANS UP TO 10'-6 (SEE NOTE 1) 0066E0 CI (SEE C2 TION TYPE NOTE 3) C31C4 CS CONNEC010N CI (SEE NOTE C2 C3 TYPE 3) C41CS CONNEC C1 1706 TYPE (SEE NOTE 3 02 C3iCI. 05 C066E01 (SEE C1 C2 NOTE C3 TYPE 3) 0o105 CONNECTION C1 (SEE C2 NOTE 13 r 3 04 YPE C5 CONNEC CI (SEE C2 T10N TYPE NOTE 3) C3104 C5 Y V J 111 F /LI LC Z U U 0 J J 0 = �}--- -�,,,� 35 3 16 16 16 ' 16 8 10 4 I0 10 ! 5 8 3 8 8 4 16 16 16 16 10 12 5 12 12 6 9 3 9 ! 9 5 EF 6 1 /c"• EC71ENT w/ t_1 /✓' MtN1n Un EnBEOnENr 4 7 2 13 9 13 13 6.25 8 % 8 8 3{ 25 % 5 6 25. 3 15 10 15 ' 15 7 9 3 0. L 7 9A625 7 3 2 2 10 c 10 10 5 6 4 4 6 m 5 �� 1 /'625' 3 5 , r 72.0 2.0 9 5 3 9 9 ®a miw Fw , 10 c t0 m© � � 5 3 5 ���"'���III��' 3 1220 rA MOI im�/� 1 / 1 /©/�/4 6 3 ©/G 3 s543 5 P 37.2 472 16 16 16 16 6 1 0 1 0 7 1 1 4 1 1 1 5 16 1 ' 6 (1 16 1 16 1 16 7 12 16 8 14 5 1 4 1 1 4 7 1/4 ELCO tAPCON W/ 1- 1 /6 EMBEDMENT 16 12 16 16 9 9 10 10 3 3 10 100 5 B 7 625 3 8 8 6.25 6 3 ' 16 16 11 1 12 4 12 11 {25 10 3 9 110 5 62 2 13 6 13 13 7 7 • 5 7 6 16 16 8 9 3 625 9 5 1:12f10 6 1 8 4 720 11 6 17 6 675r 3 1 125 3 {75� 6 615 3 1c 5 IL t4 7 8 � fl 6 8 6 122.0 6.25 3 3 1 3 6 3 625. 3 625 3 8 L 8 4= I 4 8 6 8 r4 4, 8 I. •• iCripemat. * 1/4 EL[0 MALE/ FEMALE 'PANELMA TE W/ t -1 /C MIN. Ni EMBEDMENT 6 1/1-20 MACHINE SCREW WITH NUT 35 3 16 16 16 16 11 15 7 15 15 6.25 ®© 13 13 5 16 16 16 16 t3 16 1 7 16 161 7 0 5 13 13 6.25 4 7 2 16 14 16 16 8 11 4 11 11 4 9 3 8 9 4 16 14 16 16 9 12 ' 4 g 5 10 3 9 10 6 62 2 15 7 15 15 6.25 8 • 6.15 8 3 3 16 16 16 9 % 6. 25' 9 c 7' 4 7 3 72 0 13 5 13 13 5 7/ 4 7 3 3 +3 13 13 7 / 4 1 7 3 7 4 7 3 1220 7' P c 7 3 7 4 - 7 3 . c 7 3 8 4 8 7 4 7 3 7 c 7 3 /I�� 1 /4 POWERS CALK-IN 6 1/4 -2 NT C t/- 20 STAINLESS STEEL MACHINE SCREW 3 5 3 12.512.512.512.5 9 125 425 ©10 12.5 72.5 10 5 4 8 6 sa 1 1 1 1 4 3 125 12.5125® 12.5125 12.512.5 ®m 8 12.5 ®M11111 9 7 ©6 126125 8 625 12.5; 5 10 3 12.5725 9 4 10 a 7 5 4 47 2 12.5 12 12.512.5 7 10 62 2 125 6 52.5 12.5 5 7 5 El©625 ra 72.0 11 4 11 11 �i 3 �' " 12 .512.5. 7 8 O C pp r �7 - �� ' " / C B L 1220 625ABI6.25m'i gomps i, /• 8 4 f/ 4 8 6 an 4 8 4 t / TRU -FAST TAP GRIP CF w/ 8EDH MIN. 35 3 16 16 16 16 9 11 5 11 11 5 9 3 9 9 4 16 , 1 1 16 16 10 11 5 11 11 5 9 3 9 9 4 47 2 14 9 14 14 7 8 3 8 8 4 625 625 6.25 3 16 9 114 14 7 8 3 8 8 4 625 A625 125 3 62 2 11 4 11 11 5 6 .75 • L 6.25. 5 �� 5 11 4 17 11 5 D (i�Zi i / // i 4 mou 5 wow Im s 5 i - / 72 0 9 5 3 G 9 ©5 9 m�Ar/ /.Tie ,� •f 5 ril ellir 5 % MEIMOI 10 1= 1111 N I /iaiiP/Iii/AVAI 9 5 fra / tr A4 5 122 0 35 3 16 16 16 16 16 16 11 16 16 9 16 1 7 16 16 7 16 16 16 16 16 MI 16 ' 16 1 11 16 um 16 9 4 7 2 16 16 1616 12 16 625 16 16 14 j 4 13 14 5 16 nal 16 15 16 7 16 1 16 8 16 ED 16 7 3 /e "0 POWERS T APPER - 1/4 EMBEDMENT 62 2 16 10 16 16 9 13 m - 13 111 3 6 11 4 16 11 16 16 11 15 L 10 15 625 13 12 5 72 0 16 8 ' 16 16 8 11 ©625 11 4 11 1 6 11 6 16 9 7 13 3 625 12 5 122.0 12 3 6.25 12 4 11 3 6 11 4 m© 6 11 6 13 3 7 ®© 13 3 4.25 12 5 13 3 6.25 12 5 A� ' G 1/4 35 3 4 7 2 16 13 16 9 16 13 16 13 9 6.25 10 7 am m© Ag 7 8 3 3 615 8 8 4 5 4.253 16 15 16 10 16 15 16 15 11 8 11 B 5 11 8 111 6.25 8 1 6 9 Br: 3 1 9 9 7 5 3 - 0 00wER5 ZA w/ NAIL -IN E 9(61 nlry EMBEDMENT 62 2 10 c 10 B 101 B 5 5 s / ��f� ���� i/I © ' a/ K'' • Y 6 s A 111 i mri; �// 4 16.25; 3 �/ i 5 5 3 3 0 8 3 12 72 20 5 G./ / I�Im �i� y 4 I a � / ICI /�iil / �L/!/ 3 5 3 5 U 0MIWAN ©m% / II 5 3 ry 08/26/02 16:30 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED 70 THOSE SHOWN IN TABLE 1. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN L040 GREATER THAN OR EOUAL TO NEGATIVE DESIGN 1OAO ON STORM PANEL AND SELECT SPAN GREATER THAN OR EQUAL TO STORM PANEL SPAN 3 EXISTING STRUCTURE MAO BE CONCRETE. BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO l / 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOvII SCREW. r" MOUNT (a 6-1/4" OR 12 -1 REMOVABLE /2' 0 0 MAX SPAC NG ONLY. SPACINGS SPACINGS SHALL E •• NOT ! i EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. •0 • • • • • •• •• • • • • •• • PRODUCT REVISED as 6vsp1)ia{ with t!e Florida Balding Code Acceptant* No • 07 I • IS Esplrodo• Date - 672 air! : 'r M4sl Division •• RV.I.104 • M1 •• • Ip 6 WHERE EXISTING STRUCTURE I5 WOOD FRAMING, WOOD FRAMING CON01010145 VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING•• MEMBERS, NOT PLYW000. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FW2 SIDE CLOSURE PIECES. • • ••!IT 'a••• 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD•FRAMNG•FASTENER • SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN )(MOOD ITUD. 3 /L"• EDGE OISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL ME d "SOUTHERN PINE" G4.0 55 OR GREATER DENSITY. LAG S`EiEilee ♦✓ALL HAVE•• f PHILLIPS PAN HEAD OR HEX HEAD. • 8 MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGA•31101 THREADS •D-3 TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. Z 2 r;�r OR WAFER HEAD (SIDEWALK BOLT), FOR DIRECT MOUNT USE 0N(A0.4p1WALK BOLT16• rZI z e ;; 1I �• OR TRUSS HEAD BOLTS LOCATE FASTENER IN NARROW PORj1 0 F•YHOLE Slj1 T • 2 C DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCt (P1SALE USES. • !;C a v'^ A.Z1•:••• •• I4 - H .••• QO 92002 " 07/19/2 e03 � ^a L 02 -373 Csheei 5 of 5 1 • •• • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number .Design Pressure Pressure Size Yes / No Yes / No Yes / No - .--_— —__'-- PSF ( -) PSF ( +) PSF ( -) PSF.-.. -- --- -- __- tf --- di d 1, `. aL7. _ : Z - 0131: I5 5 X , /(5 > ,.J4 , /( 4 '54- 5 L. (4 , ?)7)X 5f /(.' E:- 210.3 `f ' L -- 35 � ` JL . yes /f !.> - 5f ) 10 Znk'S( Z X5O -. i' i LL_ NOTICE OF A RECORDED COPY MUST BE POSTED PERMIT NO L " SJ� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: i � 01t5 5(, ( AmD F ID 1U to t 1 1) 1/ )- or tor to K rof Lo , i' - r 12r' 4 2i' " q2- 2. Descri ti � f improvement: CAN ent: D I O ifitt ie 3. Ow er s name and address: Interest in property: Name and address of fee simple titleholder: 4. Co rac r' name r-ss 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upori provided by Section 713.13(1)(a)7., Florida Statutes. B Y Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is spe ified) nature of Print Owner's Name Sworn to and subscri Notary Public: Print Notary's N a My commission res: wner (407) 398 -0163 COMMENCEMENT CFN 200680408727 OR Bk 24433 Ps 0009; Ups) ON THE JOB SITE AT 'TIME OF FIRST INSPEC11ONCORGEG 04/17/2006 11 =07 :04 HARVEY RUM? CLERK OF COURT AMI -CAGE COUNTYr FLORIDA TAX FOLIO NO. 1 t' 320( - O ' 3 �3 ' T PAGE Florida Notary Sarvice.com 1HERF;il'CL.H :trj rl "f.r;U 1 f I 0 0 S JOSE ALBERTOTRUJILLO l �� EN PI R MY COMMISSION # DD458755 s 1111111 II111111111II111 1111111111111111111111 riC ��red as Prepared by D5.6 ry)7 I 20 64 A Issue Date: 4/3/2006 Owner's Name: WAYNE MILLER Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 258 92 Street NE Comments: HURRICANE SHUTTERS Additional Information Miami Shores Village, FL 33138- 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: 03/28/2007 Contractor(s) SAFEGUARD SHUTTERS LLC Phone Primary Contractor Yes Type of Work: SHUTTERS No of Openings: 18 Additional Info: 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. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -3 -06 -782 Phone: (305)606 -6450 1132060133390 Lot: PB: Total Square Feet: 0 Total Valuation: $ 5,338.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $280.00 $9.00 $7.00 $300.80 Invoice Number WS Total: APR 17 PAID C1 Z Amt Due $300.80 Amt Paid 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 Date: 05/01/2006 Inspector: Grande, Claudio Owner: MILLER, WAYNE Job Address: 258 92 Street NE Project: <NONE> Thursday, April 27, 2006 Miami Shores Village, FL 33138- Contractor: SAFEGUARD SHUTTERS LLC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 5)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)606 -6450 Parcel Number 1132060133390 Lot: Page 2 of 2 l D Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/01/2006 Inspector: Grande, Claudio Owner: MILLER, WAYNE Job Address: 258 92 Street NE Project: <NONE> Thursday, April 27, 2006 Miami Shores Village, FL 33138- Contractor: SAFEGUARD SHUTTERS LLC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 5)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)606 -6450 Parcel Number 1132060133390 Lot: Page 2 of 2