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WS-09-2016Inspection Number: INSP - 152586 Scheduled Inspection Date: December 06, 2010 Inspector: Bruhn, Norman Owner: NAVARRO, JORGE Job Address: 189 NW 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALLATION OF 8 IMPACT PANEL SHUTTERS Passed,iii Failed Correction Needed Re- Inspection Fee December 03, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 143702. CREATED AS REINSPECTION FOR INSP- 131036. No plans no permit NB Permit is for a different product. The shutter hardware installed is not products from PA. Stopped inspection. NB ( For Inspections please call: (305)762 -4949 Permit Number: WS -12 -09 -2016 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1121360080090 Page 9 of 25 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: pos) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING O'WNER: Name (Fee Simple Titleholderk J V k' K e(&oil i-\-- Phone: Address: 1 2? ki \A I O' 3 4.- r;folc'?ti2--1(c'S City: ''‘ ) k S 0 (1-E S State: FL-- Tenant/Lessee Name: J J Ald tk-E---DirkArt 1 .11 rkft-flPfEZ Email: £ K C-F,q po./ Q ( A - fL ervt. --- "A JOB ADDRESS: t eel Nknit t 0 5 5 4— City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes County: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Miami Dade Tod IT77,757.;m 0 8 2010 Ji Permit No. 1kE01 Master Permit No. Zip: i phono: 1,0S G S 3 Zip: — 5ez, s •=2 NO Flood Zone: Phone#: ' ).CONTRACTOR: Company Name: Address: • City: t4+-6"L'ft* State: c zi L Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: CIAddress OAlteration UNew Description of Work: `ia! (34-40TiEre-- CCAZ rYALYZirt— rcerz_N1 f■cc, S WtNCL aNttc TO k °3\ ' 3 SHUTCZ5t, ORepair/Replace ******************************************** Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ (O C> CIDemolition 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. Signature er or Agent The foregoing instrument was acknowledged before me this day of t3(J , 2C11), by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: �� \VI ® ° ° °° ° ii d0 . : dp 71 0 • �ol d � v ' J ) , `�• 9% 7 .. � i i� %/S STU B,,,,4 , . Sign: Print: My Commission Expires: APPROVED BY Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/1S/09)(rev6/4/10) Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Zoning BY: T 0 COMPLIANCE WITH ALL FEDERAL IN TY RULES AND REGULATIONS OOOOO 800.06e I 9953 I !ph 305 822 3575 SOLD TO: Mo ADDRESS 189 mw 105 st Mlannl i� TYPE QUANTITY COLOR CREW ACC 4 , PANELS ROLL UP BAHAMA COLONIA CARD INFO Contract Pry Permit Fee: Engbasaing SUbTotai Less Doam Payment balance Du ACC 48x39 --1 48031 •• t 12647 — 1 48x81 — Frank Ceballos DATE Please make check payabb to: SHUTTERS DEPOT. Thanker for your paynund 2345 West 80th Street Bay 16 Hl h, Fkxkla 33016 39x59 3 27x37 1 223x65 1 158x85 1 11/4/2010 P A-LnoCEE Z , BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 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 www.miamidade.gov SCOPE: 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 i � 0 J /2 Pagel it Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 /1 /e/ s y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 i ( 83110:.) �I315' -7G g ALVONIZED • 1315• r B I - If T } r L3t2 T y1312 3' ROLL 4.20 x N N'-'L181'- - 1181' LOW - 12500' PANEL COVERAGE 14.438• PANEL LENGTH O STORM PANEL. 0125' r Tn.. 100' MIN. I 5.000' MAX © STUDDED ANGLE ® BUILDOUT /CLOSURE ANGLE GENERAL NOTES: L THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LATE MISSILE IMPACT PROTECTIVE SYSTEM N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT. TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND 129 203 FOR CYCLIC LUND LOADING 2. NO 3338 INCREASE IN ALLOWABLE STRESS 1445 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DR4WWG5 SHALL BE DETERMINED BY OTHERS ON 4 JOB - SPECIFIC 82515 34 ACCORDANCE WITH THE GOVERNING CODE UA4EN ASCE 1 -95 I8 USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR K••030 15 ALLOWED. 4. THE %HITTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PRO4DE INFORMATION FOR A SPECIFIC SITE IF 517E CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE BPECIPIC DOCUMENTS TO BE USED W CONJUNCTION WITH) THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO 811)45 40 ADDITIONAL PAYi5C0 LOADS. 6. STORM PANELS SHALL BE 72ge STEEL (GALVANIZED T141004E55 1.0029' MW) CONFORMING TO A5TM A653, STRUCTURAL QUALITY, GRADE 80. G90 GALA. 60411 G WITH A MIN Fy.320 K5). ALL EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY. UN.O. 1. PANELS SHALL BE PER'14NENTLT LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLO05, FLORIDA 8TOR PANEL8, INC. OPA -LOCKA FLORDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED B. STORM PANELS NAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS 944004 014 THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING COR'ORATICN (OTC). OF MIA111. FL. TEST REPORT No. 02 -041. 10. TOP t BOTTOM DETAILS SPAIN MAX BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY Ui1ERE APPL1r4144 F. EXCEPT FOR MOUNTING CONDITIONS INCLUDING •H' OR V HEADERS, IL ALL BOLTS t DASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A M•IMUM TENSILE STRENGTH OF 60 K91. P OD CT MARONE SWEAR. opr NIL) b' RPLL eAIX 1312' r _ .1134 1 Lam• MR 5.000' MAX J -PAN CLOSURE q -00 95.81DEWALK OR MACHW5 BOLT s WPYNIT • 24' 0.c. TYP. 15 GA GALV. STEEL BENT PLATE ( 00415' Bn Ti-KJ OR 2',27125• 6063 -76 ALUM ANGLE - 4' MAX BUILD -OJT DISTANCE F.8I8TPIG HOLLOW 13LoO K OR WOAD FRMIPNG. IS[.1.a TYP (1 • 0.051• GALV STEEL, GRADE 50) ^'H• HEADER 9,75o I r 0s:r.0• 0 10 1:36 111 0E65' WASHERED 5SIGNUT 0 (TAM4C 5 ALLOT) 2.061• �L939� 0063' - -0.063' 0 BOTTOM 1-1 TRACK EXISTING IW'DOW O CORNER CLO5U83 DETAIL AL0'I.ANGL5 113 OR J -PAW CLOSURE PIECE (9J SEE DETAILS ABOVE) LEG DIRECTION MAY BE REVERSED FASTENER • 6' OL. FOR DESIGN L04DS LEES THAN OR Em1AL TO 81pe1(8EE ANCHOR SCHEDULE FOR ANY 485EPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 5lpsr, USE ALUM ANGLE 51098+E PIECE ONLY WITH ANCHORS • 10' O.C. O BUILD -OUT MOUNT CLOSURE DETAIL N.T.S. - 2.000•-1 r O 5 HEADER 0.125' OVERLAP WALL 8ETOND unto= DISTANCE GREATER THAN OR EQUAL TO LS TATES BUILD-OUT DISTANCE (2001 FBC SECT. 241313) y 2.00' MIN. i 0315'-1 3315• 0315•M4X_1 - I O.I89' 037 L p• 0015 MIN. 671 KEYHOLE DASHER R OALv. STEEL SRAM BO See e6 EC e fm D PUT POR QM WAD MOORS 49' 538• 04263 O TOP • U' TRACK ROBS' 109301' EXIST. CO4C, O. HLOW BLOCK OR WOOD FRAMING. 0388' ��---••• --- y� 3.151WG CONCRETE. H0T1QU BLOM OR W000 FR4M1JG O UN WALL MOT CLOSURE DETAIL D N.T.S. 0115• 0.452' 0555' r 0125 L931' 04263' 0.063' • '0'093' t 04293 • -n - I f OLS 80TTOl 11• TRACK ALUM. 040_5 ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY 85 (REVERSED. 0500' OVERLAP IINIMUM PA8TENER • B' 00. VOR DE8IA8 LOADS LESS THAN OR 9 1714 1 TO 5lps1 (SEE ANCHOR SCHEDULE FOR ANY AC8EP149LE ANCNORI. POR DESIGN LOADS GREATER THAN Blp*T, USE ALUM ANGLE CLOSURE TH EMBED PIECE ONLY MA ANC4OR5 • 10' 0L. O TRAP MAN'S CLOSURE DETAIL N.T5. ROTS NINE TO P 6 SPet0 TOP MOW (CQN ORE AS RESE T 04;0•JJ � . 0550' TTP. ij J ® BUILD -OUT F• TRACK O -I � F TRACK T lir AI I SPAN TABLET �� 44200' 22 IC 0.06 ® NTPICAL 110.311 ELE V4TION LT- TOP MOON. ORR TYPE 45 84012) BOTTOM MOUNT OCR% TYPE AS REDO) 025• MAX' EXISTING HOLLOW BLOCK OR MOOD F RAi-UNG TOP SECT.V8 LAST PANEL BEFORE OEBBBIGT TORCAL OVE ASE RLAP rtM i § i AS MOOS 00111 TTP. PANEL OVERLAP TH OPTICNAL . -20 5T1T01 EATS OA MOUE .° WIRRUTS FASTENED • 01103405 • M1SPAN (1 BE APPROPRIATE ERRS TABLE/ 8 TYPICAL MOUNT ELEVATION ARC1A4D OBSTRUCTION NTA 1 $1'. '4' id?;Y;�.1D 4065S3M1I'211•14 L1'%IC :':24 )G :,:-1e "ly4 t=_ 4 1x3. 3 2013 RAT Ett OP 1 / 036• T. EOAE LAS PANE. AROSE w STR CEOS • Approved ma 0IDP %with � 3 Ld.s�pm c deoo3 NOM �� .w �� Miami E Psod Control D PRANK L. BEN4CRDO, PE. 'PE0046349 T W U 9 z hl .1 w a z s a 1 5� Z W Z W Z W x Q LL ? (� I U ZN 0 4 2 m 5. Q d Q J T. Q ILU v M !REVISIONS c•P4T N CL 'PRI3TD'A �E 7 OWG - 865 - (11 SHEET: 1 OF 4 ■ Positive Load (pst) Less Less Than: Separation (inches) at< =30' Separation Oodles) at >30' 2.75" 1.22" 30 to to 2.75 1.94" 3.00" 3.00" 2.75' 1.25" 35 to m 2.75" 2.10" 3.00" 3.00" 2.75" 129" 40 to to 2.75" 2.26" 3.00" 3.00" to to b) 2.75 1.32" 45 2.75" 2.41" 2.92" 2.92" 6'- 0" 2.75" 1.36" 50 8'- 10" 2.75' 2.73" 6' - 0" 2.75" 1.43" 60 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" T - 6" 2.75 224 EXISTING GI-A2 R• EXISTING CCNCIETE HOLLOW BLOCK OR WOOD FRAMNG IEEE ANCHOR SCHEDULE 73 BASED ON TYPE CF STR11CHIRE) w � L EMBED CI GLid@OTION TYFE ANCHORS TO BE AT 55' OR 615' O.C. (51858040! ANCHOR SCoEOa.E T3 100 MAX SPACING). USE REMOVABLE ANCHORS ONL8 EDGE DIST. EXSTMG GLAZING RBDD 8EP4541)054 FROM GLASS (REF. TABLE 72) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCH0i SC4ED. BASED ON TYPE OF STRUCTURE ,4 TEK SCREW OR '4 -70 MACHINE SCREW • KIT • IS' o0. (MP ALL 5It CCNECTIONS REO'D SEPARATION FROM GLASS (REF. TABLE 12) C:3 e attO NON TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAX SP SHORT LEG MAY BE 5185991)0 TOWARDS THE OPENING ECM EC O 13U1L0.0117 110.111 SECTION Nia 025' 114- 20X }55, 4 f1ANJELTION TYPE MACHNE SCREW REFERENCE ANCHOR a 5.5' OZ. 21 MEI: t9ehtWa ;Control EXISTING CONCRETE. 1401.108 BLOCK OR WI000 FRAMING SEE ANCHOR 50HED. BASED ON TYPE W STRICTURE. 4 20 x 3 4' 5.5. MACHINE SCREWS a D5' OZ. C2 CONN FGTION TY29 REFERENCE ANCHOR SCHEDULE 5 FOR MAX SPACING T- " TRACK/DIRECT MOUNT SECTION Fre OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) L EMBED. EMBED EXISTING f SCHEDULE 73 FOR MN4 EXISTING CONCRETE, Ri SPACG 8 433ELDy BSTE86� 8 FRFRAMING. SEE Weisz Zf oD 085 R ANCHOR 004912 BASED { A 112 :tg90 -'O O WALL MOUNT SECTION TYPE OF 535IC1URE 121 I3 O CEILING/FLOOR (1082T SECTION r8 EXISTING CONCRETE. HOLLOW 0100K OR WOOD FRAMING. SEE ANCHOR 5050. BA85.0 ON TYPE OF 5TRICILRE. 03 r-.=_CTION TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAX. SPACING 0500' 0350' 025' '4 -20 X 1 4• SS. M4CHME SCREW 9t WRNGKIT "85' OC. Ca GOKNECO54 TYPE REFERENce ANCHOR SCHEDILE 13 FOR MAX SPACING MAXIMUM ALLOWABLE SPAN SCHEDULE Load w (Pe) No Stitch Bolts LMAX (ft) Stitch Bolts At Midspan L (ft) 25 30 35 39 40 45 49 50 55 58 60 65 70 72 75 80 90 100 110 120 130 10' -T 15 -5' 10'- 0" 9' -9° 9'- 8" 9'- 4" 8 - 11" 8'- 10" 8' -5° 8'. 2' 8'- 1° T -9° T - 6" 7- 4" T - 2" B - 9" s -0° s - 4" 4' - 10' 4'- 6" 4'- 1" 10'- 7" 10 - 5" 10' -0' s -9" 9'- 8" 9 - 5" 9 -3' 9 -2" 8' 11" B - 10" 8'- 9' B - 3" T - 8" T - 6" T - 2" 6' 9" 6' -0" 5 - 4" 4'- 10' 4' -8" 4'- 1° MINIMUM SEPARATION SPAN SCHEDULE NOTES: TABLE T2 NOTES: L ENTER SPAN SCI -EDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXP'1119 ALLOWABLE STORM PANEL SPAN. SCFE0II..E 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN L04D5. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERI05E USE NEXT HIGHER LOAD. EXISTING WOOD 1018SE5 24 oz. MAX. _ ■ - - J WIE REDD SEPARATION FROM GLASS (REF, TABLE T2) EXISTING GLAZING O TRUSS MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W1000 PRAM.. SEE ANCHOR 50.14ED. BASED CN TYPE OF STRUCTURE. EXISTING GLAZING O OFFSET WALL MOW,' SECTION I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO 13E19131INE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE I5 REQUIRED FOR 115E WITH POSITIVE LOADS OK 2. INTERPOLATION BETWEEN LOADS 1.9 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FTNI514 STEEL TIRE 70 EDTTD1 TRIES CHORDS W/ (3) ti'*I' EMBED LAG 5CREU5 • EACH 713155 (24 Max) 4 MW STEEL TUBE '8 HEADER TO ROLLED STEEL TUBE WV CENTER LAG (A5 DESCRIBED ABOVE) a TRUSSES 4 4 14 8115 TO PLATE a 6' 00. BETWEEN TRUSSES 1.0Ax • S' -0' (MAX SPAN) MAX DESIGN LOAD • *0 per ALUM OR GALv STEEL SPACER AS RECD. EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE CI CONNECTION TYPE ANCHORS TO BE AT D5 OR 615' 9' 00. OO. (REFERENCE ANCHOR ECHEDWE 13 FOR MAN. 5). LEE REMOVABLE 401.0 ANCHORS ONLY 20 09 55851 L. E. ,'E0046948 REVISIONS DFSCRIPTION DATE COUNTY' WSrreati E DRUG •: 02- 868-11 SWEET: 2 OF 4 r OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS b MAX TYPICAL 6' MAX TYPICAL (2) 1 4 -20 Ss. STITCH BOLTS W/ 0INGNUTS EACH SIDE OF LAST PANEL 1 JAN FRANCE. 'PE0045543 U z S Z > cfl 0_ _c 1V 4 z I Q r lL 0!r0 u_ E. REVISIONS SCRIPTbN D OMORY comma • • m I 0 3 w EXIST ING G EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE 8 SOWED. BASED O4 TYPE OF STRICTURE EXISTING GLAZGLAZING w � PENETRATION OR EMBED. F. 1 'D GLASS SEP. 1 DIST. (SEE TABLE LA7NG T2 FOR MINIMUM) d O WALL MOUNT SECTION MALL TINT TRnom, Nra EXISTNG CONCRETE HOLLOW 131_00C OR WOW FRAMING. SEE ANCHOR SCHED. BASED ON TOFF OP STRUCTURE O O HEADER/SILL MOUNT SECTION RAP MOM TUCKS ON 4NN.v µ113. EXSTING CONCRETE. HOLLOW BLOCK OR WOO ERASING. SEE ANCHOR /TOED. BASED CN TYPE OP STRUCTURE. C5 0041501ION TTPE REFERENCE ANCHOR SolEDULE T4 FOR MAX SPACING 0500' 0500• EEERE NECTION TOPE REFERENCE ANCHOR SCHEDULE IN FOR MAX SPACING. 1EG MAY BE BENT TO 30dag MAX LEG MAY BE BENT TO 30d05 MAX EXIS EXISTNG CONCRETE. HOLLOW BLOCK OR WOOD ERRING. TYPE SEE ANCHOR SCHED. BASED Q4 PE OP STRICTURE. A w e // 050• � I HAX 0 GLA CEILING/FLOOR MOUNT SECTION N TRAP MOUNT rRtClfp. µt8. RE017 GLASS SEP. DIST. (SEE TABLE 17 FOR MINIMUM) EXI5TNG OGNCFETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TTPE O' STRUCTURE PENETRATION OR EMBED. O DIRECT WALL MOUNT SECTION SCRUM MELT !F¢3. NAIL 73'1.µ.7A ` EXISTING CONCRETE HOLLOW BLOCK OR WOOD ERRING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE GS CQd4E DTION TYFE REPERECE ANCHOR EC/< N 14 FOR 5114 MAX SPACNG 0500' C7 EREN G E TI0 HOR REFERENCE 4N008 SCHEDULE T4 FOR MAX. SPACING L OP TION A: (3) s' ELCO PANELT14TE5 AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL 0 BOTTOM UU (2) ELCO =ANELMATES 4 (I) POTTERS CALK-N. ALTERNATIVELY, USE (3) PANELMATEB AND NOTCH BOTTOM CORNERS OF LAST PANEL TO PIT OVER INNERMOST 4NC1.10R5. O FADER TRACK ISOMETRIC TAM µTA CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK 9 U HEADER END CAP ENO w/ (2) 34 EMS TO TRACK 0250' O P TIC B ADJACENT PANEL rrp IZ5' C rrp 03 E !U 1,2',00311x34' ANGLE 0 END 1U/ (2) 9.S 5M5 TO TRACK 11!113°. PERFORATIONS WITH ATM REMOVABLE FOR USE HANDLE REMOVABLE A P LA A STI c P 104005 PLASTIC KNOBS ' BOTTOM •H' TRACK OR BOTTOM V' TRACK EN TO 51 1CTU1E (PAST PER DETAIL5 M, N A0 TO LEFT) O SILL TRACK ISOMETRIC 4011011RACC Nra Approved IB coopI 5ug ahfi Ib f�l 2 0 NOAHn - 1 DHkb iil 8 A/ - TOP. PER DETAIL •P• n,2• MAX NOTCH N LAST PANEL 480040 WNGNNT O DIRECT WALL MOUNT EXTERIOR ELEVATION 1.11.11 DIRECT 01t11.1. TOP -TRACK OR le TOP V -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC 40400, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) LAST PANEL M.NTED FROM INSIDE OP BLDG A.. TIC AL ADJACENT • ' O- W EWID OVERLAP PANEL m .u4,.. °88 0- �MT10N B: (2) s• ELCO PANEL.MATES AT BOTTOM OF ADJACENT PANELS OPT 13. I) 1 3.20 POWERS CALK -N. CLOSEST TO LAST PANEL NO NOTCH REO'D) Anma SHEET: 3 OF 4 4 HOLLOW CONC BLOCK 114" x 1 -114" EMBED ELCO TAPCON 39 49 58 125 125" 12.5 16.0" 16.0" 16.0" 16.0" 12.7" 8.7' 15.8" 125" 10.5 125" 625 625" 15.5 12.3" 10.4" 7.8" 5.2° 4.0° 9.9" 7.7" 6.5° 125 625° 6.25" 12.6" 10.0" 9.7" 5.4° 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (b). 218.00 72 12.5 13.2" 5.9" 8.3" 625 9.7' 3.6" 6.0" 625 9.7" 3.6" 6.0" Vcap (Ib) = 398.00 130 6.25 9.7" 3.6" 6.0" 625 9.7" 3.6" 6.0" 625" 9.7" 3.6" 6.0" 1/4"7/8" EMBED 39 12.5" 16.0" 16.0" 16.0° 125" 16.0" 12.7° 10.3" 125 16.0° 8.8" 8.3" ALL - POINTS SOLID-SET 49 12.5" 16.0" 16.0" 13.1" 12.5' 16.0" 8.5' 8.2" 12.5" 16.0" 62" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3' 11.0" 125" 16.0" 6.6" 6.9" 125 15.9' 5.9" 6.4" Tcap 9b)= 358 72 12.5 16.0" 9.6° 8.8" 12.5 15.9° 5.9° 6.4 125 15.9" 5.9° 6.4" Vcap (Ib) = 249 130 12.5" 15.9" 5.9' 6.4" 125 15.9" 5.9" 6.4" 125 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 39 125" 16.0" 18.0" 122" 125" 14.5' 7.3" 7.7" 625" 11.8" 5.1" 62" ELCO PANELMATE 49 12.5' 16.0' 11.9" 9.7" 6.25 11.6° 4.9" 6.0° 625 9.4" 3.6" 4.9' * 58 125" 15.4" 8.2" 8.1" 625' 9.5 3.8" 5.1" 6.25 9.1" 3.4° 4.7' Tcap (lb) = 204.75 72 6.25" 124" 5.5 6.5 625" 9.1' 3.4" 4.7" 825° 9.1" 3.4" 4.7" Vcap (m)= 233.50 130 6.25" 9.1" 3.4° 4.7" 6.25" 9.1" 3.4" 4.7" 625 9.1" 3.4" 4.7" OOOM 1/4"x2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (lb). 82.97 39 45 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0° 16.0" 16.0' 16.0" 12.4" 8.5 5.6° 4.4° 4.4" 16.0° 16.0" 16.0" 16.0" 16.0° 614x1- 12°THREAD 39 16.0" 16.0" 8.1" 16.0" PENETR. WOOD SCREW 45 16.0" 16.0" 5.5" 14.4° 55 55 11.8" 16.0" 3.6" 11.8" Tcap (lb)= 234.00 65 6.9° 15.7 15.9' 10.4' Vcap (lb) = 98.74 72 5.3° 142" '. 10.4° 7/16" x 5B" EMBED 39 16.0" 16.0" 8.0" 16.0" BRASS BUSHING 8 45 16.0" 16.0 5.5 14.2" 1/4-20 SCREW * 55 11.7" 16.0" 3.6" 11.7" Tcap 96). 231.50 65 6.8" 15.5" - 10.3" Vcap (lb) = 232.50 72 5.3" 14.0" ; F 10.3" HOLLOW CONC BLOCK 1 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap 9b) = 218.00 Vmp (lb) = 398.00 39 45 55 65 72 16.0" 16.0' 11.0" 6.4" • 5.0" 16.0" 7.5 16.0" 5.2" 16.0" 3.4" 14.6" 13.2" 15.5" 13.4" 11.0' 9.7" 9.7' 1/4"x718" EMBED 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOUDSET 45 16.0° 16.0" 8.5 16.0° LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5 16.0" Tcap (Ib)= 358 65 10.5" 16.0" 4.4" 15.9' Vcap 9b) = 249 72 8.2" 16.0" 4.4" 15.9° 1/4" x 1 -1/4" EMBED 39 16.0" 16.0" 7.1" 14.5 ELCO PANELMATE 45 16.0" 16.0" 4.8" 126" * 55 10.3" 16.0" 3.2" 10.3" Tcap (lb) = 204.75 65 6.0" 13.7° 4.8" 9.1" Vcap 9b). 233.50 72 4.7" 12.4" • > 9.1" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Thep (lb). 174.00 Vcap (lb) = 318.00 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" 114'x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOUD-SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5 Tcap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (lb). 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9' 5.6° 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 32' Vcap (lb) = 198.50 72 6.1° 4.3" 4.4° 3.2" T3 ANCHOR SPACING SCHEDULE ANCHOR NOTES: l SPANS AND LOADS S4101N HERE ARE FOR DETERMINING ANDWOR SPACING ONLY. ALL0"'40' F 5TORM PANEL SPANS FOR SPECIFIC L04061 BE LIMITED TO 11109E 5H0/W IN MAX ALLOWABLE 5PM SCHEDULE (TABLE TT). 2. ENTER ANCHOR E BASED ON T4E Ex05TING STRUCTURE MATERIAL 4 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EOU4L TO NEGATIVE DESIGN LOAD ON 51NT1ER AND SELECT SPAN GREATER THAN OR 00)1AL TO SHUTTER SPAN. 3. SELECT CONTIECTIO4 TYPE BASED ON APFROPFAATE MOUNTING CONDITION (SEE MOUNTING DETA)LS ON SHEETS 2 4 3 FOR IDENTFICATION OP CONNECTION TYPE). 4. 404CNOR8 SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. ANCHOR SPACING SCHEDULE Y.217 INSIDE MOUNT PANELS, WALL MOUNT) 0.75' EDGE DISTANCE 5 ANCHOR SPACING SCHEDULE T (INSIDE MOUNT PANELS, TRAP MOUNT) 9. (WERE LAG SCREWS FASTEN M NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MN) WOOD STUD (''i EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5OUTHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REI'1OVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT WSTALLATIO45. a. MACHINE SCREWS SHALL HAVE MIIMWI O 'n' ENGAGEMENT OP TNREAD5 IN BASE ANCHOR AND MAY HAVE EITHER A PAN FEAR, TRUSS HEAD, OR WAFER HEAD (51DEWAWC BOLT) 0NO. S. MINIMS 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 0NI0HE5. IllOwernevriviro 10. 5 DESIGNATES ANCHOR COhD)TIONS U4.IICH ARE NOT ACCEPTABLE FOR USE. s a g r ag Uelthetmillaatta &mile= Its& Dap 0 z J W z Q 0 1 J) 4 0 - J 1L W'`t Z 0 W ((1 Q (11 £ LL � ' O • z-J LI1 1 0 `t 0 REVISIONS DFSCRFTION DATE COWRY .74110019 ai DWG ": 02 965 - III SHEET: 4 OF 4 4 D edS DfWI9n el Combo] 2.0" EDGE DISTANCE 0.75" EDGE DISTANCE 2.5' EDGE DIST. 25" EDGE DISTANCE SPANS UP T(T 8.67 ft Hna tet ANCHOR LOAD CONN TYPE CONN TYPE SPANS UP TO 5.50 ft SPANS UP TO 8'67 ft SPANS UP TO 10.67 ft m8 16[ ANCHOR LOAD 16.0" 15.3" CONN TYP ELCO TAPCON 45 16.0" 13.2" CONN TYPE 96N 3320 PSI CONC) 55 15.2" 10.8" CONN TYPE Tcap (lb) = 386.40 65 12.9° 9.2" 8.5" 6.0" (psf) C1 C2 C3 C4 01 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1-3/4' EMBED 39 125" 16.0" 16.0" 16.0" 125" 16.0" 16.0" 16.0" 125" 16.0" 11.9" 13.5" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5' 18.0" 11.6° 13.3" 125" 16.0" 8.4" 10.7° (0N 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0° 10.3" Tcap (lb) = 483.00 72 125" 16.0" 13.0" 14.3" 125" 16.0" 8.0° 10.3" 12.5" 16.0" 8.0° 10.3" Vcap 06) = 475.00 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5° 16.0" 8.0" 10.3" 1/4"x7/8" EMBED 39 125" 16.0" 16.0" 16.0" 125" 16.0" 152" 15.0" 12.5" 16.0" 10.6° 12.1" ALL- POINTS SOUDSET 49 12.5" 16.0" 16.0" 16.0" 125" 16.0" 10.2° 11.8" 125" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0° 16.0" 18.0" 12.5" 16.0" 7.9° 9.9° 125" 16.0" 7.1" 9.2° Tcap 9b) = 428 72 12.5" 16.0" 11.5" 127" 125 16.0" 7.1" 92° 125" 16.0" 7.1" 9.2" Vcap (lb) = 429 130 12.5" 16.0" 7.1° 9.2" 125" 16.0" 7.1" 92" 125" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 39 12.5" 18.0" 16.0" 16.0" 125° 16.0" 13.3" 15.7" 125" 16.0" 92" 126" ELCO PANELMATE 49 125 16.0" 16.0" 16.0" 125 16.0" 8.9" 12.4" 125" 16.0" 6.5 9.9° (MIN 3350 PSI CONC) * 58 125" 16.0" 14.9" 16.0" 125' 16.0" 8.9° 10.4" 125" 16.0" 6.2" 9.6" Tcap 96). 372.0 72 12.5° 16.0" 10.0' 13.3" 125" 16.0° 6.2" 9.6" 125 16.0" 62' 9.6" Vcap 9b) = 565.00 130 12.5 16.0" 6.2" 9.6" 125 16.0" 6.2" 9.6" 125" 16.0" 6.2" 9.6" T3 ANCHOR SPACING SCHEDULE ANCHOR NOTES: l SPANS AND LOADS S4101N HERE ARE FOR DETERMINING ANDWOR SPACING ONLY. ALL0"'40' F 5TORM PANEL SPANS FOR SPECIFIC L04061 BE LIMITED TO 11109E 5H0/W IN MAX ALLOWABLE 5PM SCHEDULE (TABLE TT). 2. ENTER ANCHOR E BASED ON T4E Ex05TING STRUCTURE MATERIAL 4 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EOU4L TO NEGATIVE DESIGN LOAD ON 51NT1ER AND SELECT SPAN GREATER THAN OR 00)1AL TO SHUTTER SPAN. 3. SELECT CONTIECTIO4 TYPE BASED ON APFROPFAATE MOUNTING CONDITION (SEE MOUNTING DETA)LS ON SHEETS 2 4 3 FOR IDENTFICATION OP CONNECTION TYPE). 4. 404CNOR8 SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. ANCHOR SPACING SCHEDULE Y.217 INSIDE MOUNT PANELS, WALL MOUNT) 0.75' EDGE DISTANCE 5 ANCHOR SPACING SCHEDULE T (INSIDE MOUNT PANELS, TRAP MOUNT) 9. (WERE LAG SCREWS FASTEN M NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MN) WOOD STUD (''i EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5OUTHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REI'1OVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT WSTALLATIO45. a. MACHINE SCREWS SHALL HAVE MIIMWI O 'n' ENGAGEMENT OP TNREAD5 IN BASE ANCHOR AND MAY HAVE EITHER A PAN FEAR, TRUSS HEAD, OR WAFER HEAD (51DEWAWC BOLT) 0NO. S. MINIMS 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 0NI0HE5. IllOwernevriviro 10. 5 DESIGNATES ANCHOR COhD)TIONS U4.IICH ARE NOT ACCEPTABLE FOR USE. s a g r ag Uelthetmillaatta &mile= Its& Dap 0 z J W z Q 0 1 J) 4 0 - J 1L W'`t Z 0 W ((1 Q (11 £ LL � ' O • z-J LI1 1 0 `t 0 REVISIONS DFSCRFTION DATE COWRY .74110019 ai DWG ": 02 965 - III SHEET: 4 OF 4 4 D edS DfWI9n el Combo] 2.0" EDGE DISTANCE 0.75" EDGE DISTANCE 2.5' EDGE DIST. SPANS UP TO 5.50 ft SPANS UP T(T 8.67 ft Hna tet ANCHOR LOAD CONN TYPE CONN TYPE 1/4'x2' THREAD (psf) C7 C8 C7 C8 CONCRETE 114" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" ' 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" 96N 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (lb) = 386.40 65 12.9° 9.2" 8.5" 6.0" Vcap (lb) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4"x7/8' EMBED 39 16.0" 16.0" 152' 10.8" ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2' 13" LEAD SHIELD ANCHOR * 55 18.0" 12.0" 10.8" 7.6" Tcap (lb) = 428 65 14.4" 10.2" 9.5" 6.7" vcap(lb) =429 72 13.0" 92' 9.5" 6.7" 1/4" x 2" EMBED 39 16.0' 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 52" Tcap (lb) = 297.60 65 9.7" 7.0° 6.4" 4.6" Veep (18) = 282.50 72 8.8° 6.3" 6.4" 4.6° T3 ANCHOR SPACING SCHEDULE ANCHOR NOTES: l SPANS AND LOADS S4101N HERE ARE FOR DETERMINING ANDWOR SPACING ONLY. ALL0"'40' F 5TORM PANEL SPANS FOR SPECIFIC L04061 BE LIMITED TO 11109E 5H0/W IN MAX ALLOWABLE 5PM SCHEDULE (TABLE TT). 2. ENTER ANCHOR E BASED ON T4E Ex05TING STRUCTURE MATERIAL 4 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EOU4L TO NEGATIVE DESIGN LOAD ON 51NT1ER AND SELECT SPAN GREATER THAN OR 00)1AL TO SHUTTER SPAN. 3. SELECT CONTIECTIO4 TYPE BASED ON APFROPFAATE MOUNTING CONDITION (SEE MOUNTING DETA)LS ON SHEETS 2 4 3 FOR IDENTFICATION OP CONNECTION TYPE). 4. 404CNOR8 SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. ANCHOR SPACING SCHEDULE Y.217 INSIDE MOUNT PANELS, WALL MOUNT) 0.75' EDGE DISTANCE 5 ANCHOR SPACING SCHEDULE T (INSIDE MOUNT PANELS, TRAP MOUNT) 9. (WERE LAG SCREWS FASTEN M NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MN) WOOD STUD (''i EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5OUTHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REI'1OVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT WSTALLATIO45. a. MACHINE SCREWS SHALL HAVE MIIMWI O 'n' ENGAGEMENT OP TNREAD5 IN BASE ANCHOR AND MAY HAVE EITHER A PAN FEAR, TRUSS HEAD, OR WAFER HEAD (51DEWAWC BOLT) 0NO. S. MINIMS 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 0NI0HE5. IllOwernevriviro 10. 5 DESIGNATES ANCHOR COhD)TIONS U4.IICH ARE NOT ACCEPTABLE FOR USE. s a g r ag Uelthetmillaatta &mile= Its& Dap 0 z J W z Q 0 1 J) 4 0 - J 1L W'`t Z 0 W ((1 Q (11 £ LL � ' O • z-J LI1 1 0 `t 0 REVISIONS DFSCRFTION DATE COWRY .74110019 ai DWG ": 02 965 - III SHEET: 4 OF 4 4 D edS DfWI9n el Combo] 0.75" EDGE DISTANCE 2.5' EDGE DIST. 1/4" x 2' THREAD 'Lamm '18 ANCHOR LOAD SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67ft CONN TYPE 1/4'x2' THREAD 39 (psf) C5 06 C5 C6 3.1.380 N00 1/4' x 1-314" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4° 16.0" O4t94 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (1b) = 483.00 65 142° 16.0 6.0" 16.0" Veep (lb) = 475.00 72 11.0° 16.0" 6.0" 16.0° 1/4"x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL- POINTS SOUD -SET 45 16.0" 16.0° 10.1° 16.0° LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6' 16.0" Tcap (lb) = 428 65 126" 16.0" 5.3° 16.0' Vcap 9b) = 429 72 9.8" 16.0" 5.3" 18.0" 1/4" x 2" EMBED 39 18.0" 16.0" 12.9" 16.0' ELCO PANELMATE 45 16.0" 16.0" 8.8' 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Top (lb) = 372.00 65 11.0" 16.0' 4.6" 16.0" Veep (lb) = 565.00 72 8.5" 16.0" 4.6" 16.0' T3 ANCHOR SPACING SCHEDULE ANCHOR NOTES: l SPANS AND LOADS S4101N HERE ARE FOR DETERMINING ANDWOR SPACING ONLY. ALL0"'40' F 5TORM PANEL SPANS FOR SPECIFIC L04061 BE LIMITED TO 11109E 5H0/W IN MAX ALLOWABLE 5PM SCHEDULE (TABLE TT). 2. ENTER ANCHOR E BASED ON T4E Ex05TING STRUCTURE MATERIAL 4 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EOU4L TO NEGATIVE DESIGN LOAD ON 51NT1ER AND SELECT SPAN GREATER THAN OR 00)1AL TO SHUTTER SPAN. 3. SELECT CONTIECTIO4 TYPE BASED ON APFROPFAATE MOUNTING CONDITION (SEE MOUNTING DETA)LS ON SHEETS 2 4 3 FOR IDENTFICATION OP CONNECTION TYPE). 4. 404CNOR8 SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. ANCHOR SPACING SCHEDULE Y.217 INSIDE MOUNT PANELS, WALL MOUNT) 0.75' EDGE DISTANCE 5 ANCHOR SPACING SCHEDULE T (INSIDE MOUNT PANELS, TRAP MOUNT) 9. (WERE LAG SCREWS FASTEN M NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MN) WOOD STUD (''i EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5OUTHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REI'1OVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT WSTALLATIO45. a. MACHINE SCREWS SHALL HAVE MIIMWI O 'n' ENGAGEMENT OP TNREAD5 IN BASE ANCHOR AND MAY HAVE EITHER A PAN FEAR, TRUSS HEAD, OR WAFER HEAD (51DEWAWC BOLT) 0NO. S. MINIMS 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 0NI0HE5. IllOwernevriviro 10. 5 DESIGNATES ANCHOR COhD)TIONS U4.IICH ARE NOT ACCEPTABLE FOR USE. s a g r ag Uelthetmillaatta &mile= Its& Dap 0 z J W z Q 0 1 J) 4 0 - J 1L W'`t Z 0 W ((1 Q (11 £ LL � ' O • z-J LI1 1 0 `t 0 REVISIONS DFSCRFTION DATE COWRY .74110019 ai DWG ": 02 965 - III SHEET: 4 OF 4 4 D edS DfWI9n el Combo] 0.75" EDGE DISTANCE DOOM 1/4" x 2' THREAD 0.75" EDGE DISTANCE 7.5" 6.5" 4.8' 000M 1/4'x2' THREAD 39 125" 16.0" 18.0" 7.5" ' 125 18.0" 12.8" 4.8" 125" 16.0" 8.9" 3.9" PENETR LAG SCREW 49 125 16.0" 16.0° 6.0" 12.5" 16.0" 8.6° 3.8° 125 16.0" 6.3" 3.1" 4.9" 58 12.5 16 0 " 144" 5.1" 125' 160' 8 6" 32" 125 18 0" 6 0" Tcap (b) = 359.53 72 125 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" "' 125" 16.0" 6.0" V c a p (Ib) = 8297 130 125" 16.0" 6.0" //•• 125 16.0" 6.0" : .' 125 18 0" 6.0" 6.5 614 x 1 -1/2" THREAD 39 125" 16.0" 16.0' 7.7° 125' 16.0" 8.3" 4.8" 125 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5 16.0" 13.6" 6.1" 125" 13.2" 5.6" 3.8" 625 107" 4.1" 3.1° 58 125 16.0" 9.3" 5.1" 6.25 11.2" 4.3" 32' 625" 10.4" 3.9" Thep 9b). 234.00 72 12.5" 142" 63" 4.1" 625" 104" 19" " ; 625" 10.4" 3.9" Vcap 9b) = 96.74 130 6.25 10.4" 3 9° '�� 625" 0 1 4 3.9" Ii 625° 10.4" 3.9" ; , 20 7/16' x 518' EMBED 39 12.5" 16.0" 16.0" 13.0" 125 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6' BRASS BUSHING 8 49 125 18.0" 13.5" 10.3" 125" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/420 SCREW At 58 12.5" 18.0" 9.2" 8.7" 625' 11.1" 4.3" 5.4" 825" 10.3" 3.8" 5.0' Tcap (Lb) = 231.50 72 12.5" 14.0" 62" 6.9" 625" 10.3" 3.8" 5.0° 625" 10.3" 3.8" 5.0" Veap (lb) = 23250 130 8.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0° 6.25" 10.3" 3.8" 5.0" T3 ANCHOR SPACING SCHEDULE ANCHOR NOTES: l SPANS AND LOADS S4101N HERE ARE FOR DETERMINING ANDWOR SPACING ONLY. ALL0"'40' F 5TORM PANEL SPANS FOR SPECIFIC L04061 BE LIMITED TO 11109E 5H0/W IN MAX ALLOWABLE 5PM SCHEDULE (TABLE TT). 2. ENTER ANCHOR E BASED ON T4E Ex05TING STRUCTURE MATERIAL 4 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EOU4L TO NEGATIVE DESIGN LOAD ON 51NT1ER AND SELECT SPAN GREATER THAN OR 00)1AL TO SHUTTER SPAN. 3. SELECT CONTIECTIO4 TYPE BASED ON APFROPFAATE MOUNTING CONDITION (SEE MOUNTING DETA)LS ON SHEETS 2 4 3 FOR IDENTFICATION OP CONNECTION TYPE). 4. 404CNOR8 SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. ANCHOR SPACING SCHEDULE Y.217 INSIDE MOUNT PANELS, WALL MOUNT) 0.75' EDGE DISTANCE 5 ANCHOR SPACING SCHEDULE T (INSIDE MOUNT PANELS, TRAP MOUNT) 9. (WERE LAG SCREWS FASTEN M NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MN) WOOD STUD (''i EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5OUTHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REI'1OVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT WSTALLATIO45. a. MACHINE SCREWS SHALL HAVE MIIMWI O 'n' ENGAGEMENT OP TNREAD5 IN BASE ANCHOR AND MAY HAVE EITHER A PAN FEAR, TRUSS HEAD, OR WAFER HEAD (51DEWAWC BOLT) 0NO. S. MINIMS 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 0NI0HE5. IllOwernevriviro 10. 5 DESIGNATES ANCHOR COhD)TIONS U4.IICH ARE NOT ACCEPTABLE FOR USE. s a g r ag Uelthetmillaatta &mile= Its& Dap 0 z J W z Q 0 1 J) 4 0 - J 1L W'`t Z 0 W ((1 Q (11 £ LL � ' O • z-J LI1 1 0 `t 0 REVISIONS DFSCRFTION DATE COWRY .74110019 ai DWG ": 02 965 - III SHEET: 4 OF 4 4 D edS DfWI9n el Combo] 0.75" EDGE DISTANCE DOOM 1/4" x 2' THREAD 39 7.5" 6.5" 4.8' 42" PENETR. LAG SCREW 45 6.5" 57" 4.1" 36" 55 5.3" 4.6" 3.4" ,1 , , ,,;,/ Tcap Tcap 9b) = 359.53 65 4.5" 3.9" "', Vcap (lb) = 8197 72 4.1" 3.5" 614 x1-1/2' THREAD 39 7.7" 62" 4.9" 3.9° PENETR. WOOD SCREW 45 6.6" 5.4° 42" 3.4" 55 5.4" 4.4" 3.4" Tcap 9b) = 234.00 65 4.6" 3.7° 3.0' Vcap (lb) = 98.74 72 4.1" 3.3° 3.0" d 7/16" x 5B' EMBED 39 13.0" 9.2" 82' 5.8" BRASS BUSHING 8 45 11.2" 8.0" 7.1" 5.1" 11420 SCREW * 55 92" 6.5 5.8" 4.1" Tcap (lb). 231.50 65 7.8" 5.5" 5.1" 3.7" Vcap 96). 232.50 72 7.0" 5.0" 5.1" 3.7" T3 ANCHOR SPACING SCHEDULE ANCHOR NOTES: l SPANS AND LOADS S4101N HERE ARE FOR DETERMINING ANDWOR SPACING ONLY. ALL0"'40' F 5TORM PANEL SPANS FOR SPECIFIC L04061 BE LIMITED TO 11109E 5H0/W IN MAX ALLOWABLE 5PM SCHEDULE (TABLE TT). 2. ENTER ANCHOR E BASED ON T4E Ex05TING STRUCTURE MATERIAL 4 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EOU4L TO NEGATIVE DESIGN LOAD ON 51NT1ER AND SELECT SPAN GREATER THAN OR 00)1AL TO SHUTTER SPAN. 3. SELECT CONTIECTIO4 TYPE BASED ON APFROPFAATE MOUNTING CONDITION (SEE MOUNTING DETA)LS ON SHEETS 2 4 3 FOR IDENTFICATION OP CONNECTION TYPE). 4. 404CNOR8 SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. ANCHOR SPACING SCHEDULE Y.217 INSIDE MOUNT PANELS, WALL MOUNT) 0.75' EDGE DISTANCE 5 ANCHOR SPACING SCHEDULE T (INSIDE MOUNT PANELS, TRAP MOUNT) 9. (WERE LAG SCREWS FASTEN M NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MN) WOOD STUD (''i EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5OUTHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REI'1OVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT WSTALLATIO45. a. MACHINE SCREWS SHALL HAVE MIIMWI O 'n' ENGAGEMENT OP TNREAD5 IN BASE ANCHOR AND MAY HAVE EITHER A PAN FEAR, TRUSS HEAD, OR WAFER HEAD (51DEWAWC BOLT) 0NO. S. MINIMS 1 EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL 0NI0HE5. IllOwernevriviro 10. 5 DESIGNATES ANCHOR COhD)TIONS U4.IICH ARE NOT ACCEPTABLE FOR USE. s a g r ag Uelthetmillaatta &mile= Its& Dap 0 z J W z Q 0 1 J) 4 0 - J 1L W'`t Z 0 W ((1 Q (11 £ LL � ' O • z-J LI1 1 0 `t 0 REVISIONS DFSCRFTION DATE COWRY .74110019 ai DWG ": 02 965 - III SHEET: 4 OF 4 4 D edS DfWI9n el Combo] SITILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT' CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Slanders Depot #16 2345 West $0 Street, Bay l aleah., Florida 33016 MIAMI DADE COUNTY, FLORIDA METRO -DADE PLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: fica rules and regulations governing use of °n materials. This o is being issued mm the applicable � Cow ProductProductControl Division and accepted The documentation submitted has been reviewed by and oti�r areas where allowed by by the Board of Rules and Appeals (BORA) to be used in Dade Comity a the Authority Having Jurisdiction (AB7). This NOA shall not be valid after the a date stated below. The Nl . CoMItY - Product Control Division (in Kumi Dade County) and/or the AEU (in ass other than Mani Dade County) reserve the right to or material tested for quality assurance pulrpases. If this product or =aerial fails to pelf= in have this p roduct ,mil incur the of such tag and the AEU may idly the use of sneh product the accepted. manner, the or maw within tip jurisdiction. BORAreserves the right _. 7 �'. — •Ti, • it iu� «ihi` !fti o.n,. .o If it 15 , r•� i n t z;:;,� t0 ZeVO�e t S acceptance, of the applicable " code. �eaial fps to meet the requirements This is improved as described i"bed herein, zebu been desivied to comply with the Nigh Veloei y Minimise Zane of theFlorida Bing Code. DESCRIPTION: "AS -5111 Ate" Mamba= Awwdf °n Steer APPROVAL DOCDM NTe Drawing No. 06 tip "AS .Alum.Accoulion Shutter', sheets 1 through 7 of 7, prepared by Al Corporation, dated October 26, 2006, last revision #A dated February 20, and-sealed by Ha�y� , PZ;., bearing the A Dade-C�3` Control Ap st 117, ,� and ap'p'al date by lai -Dade Cms► Product Carol Division. �withthel3of� SILS YMPAC TRATING: Large and Small Mamie bapaet L AREL NG: Bach Milt shall bear a label withthe manufacturer's name or logo, city, stare and the atatemellt Dads County Product Control Approved'', unless noted herein. following RENLICAI. of this NOA shall beccasiderecl afte a renewal application has been filed and there has been no - affecting performance � this change in the applic code TERMINATION of this NOA wilt oc ar afar the expiration date or if there has been a revision or damn in the - mnaterials, use, and/or manufacture of the pm or tom- Misuse of this NOA as an endorsement of any for sales, advertiimg or any other pumas shall =somatically this NOA. Failure to comply with any section of-this NOA be.cause for termittation and removal of NOA. and followed by The NOA number Pre by to words A Dade County, Florida, m • If an portion of toe NOA is dish, ten it shall the motion date may be d'isplaped - be in its entiretl. provided to the user by the distributors INSPEC ION: A copy of this entire NOA shall be pro and shall le . Fble-for won at the job site at tiro :pest of tide Bsnlrling Official• _ .. -�,;� . .. evidence -e B-1 as wallas 1 meuioned above, This NOA couslsts of thus page 1, Pag A. B�sirar, P1S., KS. The sah . _.- — � ley • �L��for —' NOA No. �r112L07 bpiration DM= 09/2712012 oq / Z7 /2007 Approval 0912712007 Page 1 Shutters NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06-13, titled `AS -S00 Advanced Alum Accordion. Shutter", sheets 1 through 7 of 7, prepared by A1- Farooq Corporation, dated October 26, 2006, last revision #A dozed February 20, 2007, signed and sealed by Humayoun Farooq, B. TESTS ravel under 07-3252. 1. See Association's generic app C. CALCULA'T'IONS 1. See Association's generic approval under 07 -3252. D. QUALITY ASRJRANCE Braiding ' Compliance Office. 1. By Miami Dade County MATERIAL CERTIFICATIONS • 1. See Association's generic approval under 07 -3252. F. 8 STAZ� Release letter issued by the RC Advanced Sin ter Systems Association, Inc. dated 1. to meet the criteria of product tested and June 0 08, 2007, certifying this P Depot to use the test results approved render approved, and g Shutters Miami Dade County Approval No. 07 -3252, signed by Mr. Richard Gallo. 2. Acknowledgment letter by Slug= Depot, dated June 08, 2007, signed by Mr. Francisco Ceballos. 3. Letter by Al Farooq Corporation, dated June 08, 2007, signed - and sealed by Mr. Humayaaat Farooq, P.E., certif g that the drawing (No. 06-13) prepared for Shutters Depot is engineering wise identical to RC Advanced Shutter Systems Association, Inc. generic drawing (No. 06-024 E. 1 M.S. Product Control Examiner NQA Ne 06- 1121.07 Expirafron DO= 0W2712012 14pro'vat Dal= - W27I2007 I 40 00 60 70 20 90 100 120 140 160 PL A OFIJFRAI NOTP 4 VW PRODUCT NAS'8EEN 1113211120 ATM TESTED TO COMPLY WON THE REQUV EA9BNIB OF THE MAMA BUOLAJ0 WOE E004 wan O40LUGHG NON vast= HUMORS SINE LIMN. �q1� & AHO SAP6T1' moos A 01 A RDAPIC THE P IRdBiU�A) 11011E1RUDRON NMNAL" LATEST MO N. S. ALUMINUM ALUM) ALL 4. Ow. 84) AC88 OT BB puma 119 MORMONS, 4 41301 AWNWULL BE FEDERAL GIVEN OP N0. UP , 30 .0! LOA NN D. ANCHORS BW81. 82 AS am on *Au. mom TMBTDUDIT 10 12 MATERIAL 8H BE BEYOND WAIL CREOSOLS OR BIUCCO. 8. ALL NOLTIL OHALI, BB OTN191088 REEL, ALULOHOM ALLOY 2014 - 14 043 011 76-76. PLATED BIM. WINO NUTS 100 BB OP 0INO ALLOY. 7 . 1720 011 CBIRRR FOR 11A1s 1UW DonnocnoA S TTY ULM OF l/10 OR 6'. 0. 1H O B 40 N 09 1I ARB NOT PAR T O0 T PR1 Thom wawa IN • 9. A LOAD DURAT1Nn 04 IN ALLOWABLE 8114888 i8 USED RI MIEN CP ANCHORS 9400 00 Y. DEFLEC ACCORDION !NUTTER Et 5003E011511 CURVE FOR ION CURVE AT 100 PSF 19908/16 POSITIVE L0A06 ONLY u pmrrnirsTrarrrrnrrn 90 100 120 140 160 SLAT SPAN - INCHES 40 60 69 70 S MINIMU 81PARA404 ROD. DUB BLUFFER SPAN D18ON LOAD FACTOR • N .. Pd/ Iowa BM SPAN 0. 04)1411! MEOWS AT P4 . ADN. 01P110K0014 5600. - R R1EUOiTkER18 81ti8T4 a SO' IoR INSTA UAI ON1 AM 30' nan, SEPARATION FROM MASS WOO LOAD IWN1AIIION DEOO. DUB TO LARGE MIRE D1PA01 ar H- 31. 0 . 011A00 1186 10 L1W1 OR WAIT . • BRADS AMORE LARGE 100]2 DIPADT 1111101101041. Sit I' M h M F. PRODUCT MARLOMQ A LABEL 811AU. BE AF ORD ON LOOM MEW= OF MIR ABOV6 LOQL MI THE FOLLOWC4 BTALBAODLT. SHUTTERS OEPOT, IS IEAH. FL 'MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED' SLAT PERFORMANCE CIMART SLAT SPAN - INCHES 1186 BLS POPORMWCE CHART TO VEROY SW comm. FOR TT16 REWIND 0881014 LOAD FOR THE PMRCUTAR LOCATION. ( moan Lacs 8NAuL ®E CALCULAT® AS PER REC DREMOM6 I OF A=CE 7 -02. INIPL2OTION IIHIT - PDDITIVB LOAD VAN•00 OH S - nmerrsK LOAD BPAN/80 , lial B 111111111111111111111111 , 1 I' PL A OFIJFRAI NOTP 4 VW PRODUCT NAS'8EEN 1113211120 ATM TESTED TO COMPLY WON THE REQUV EA9BNIB OF THE MAMA BUOLAJ0 WOE E004 wan O40LUGHG NON vast= HUMORS SINE LIMN. �q1� & AHO SAP6T1' moos A 01 A RDAPIC THE P IRdBiU�A) 11011E1RUDRON NMNAL" LATEST MO N. S. ALUMINUM ALUM) ALL 4. Ow. 84) AC88 OT BB puma 119 MORMONS, 4 41301 AWNWULL BE FEDERAL GIVEN OP N0. UP , 30 .0! LOA NN D. ANCHORS BW81. 82 AS am on *Au. mom TMBTDUDIT 10 12 MATERIAL 8H BE BEYOND WAIL CREOSOLS OR BIUCCO. 8. ALL NOLTIL OHALI, BB OTN191088 REEL, ALULOHOM ALLOY 2014 - 14 043 011 76-76. PLATED BIM. WINO NUTS 100 BB OP 0INO ALLOY. 7 . 1720 011 CBIRRR FOR 11A1s 1UW DonnocnoA S TTY ULM OF l/10 OR 6'. 0. 1H O B 40 N 09 1I ARB NOT PAR T O0 T PR1 Thom wawa IN • 9. A LOAD DURAT1Nn 04 IN ALLOWABLE 8114888 i8 USED RI MIEN CP ANCHORS 9400 00 Y. DEFLEC ACCORDION !NUTTER Et 5003E011511 CURVE FOR ION CURVE AT 100 PSF 19908/16 POSITIVE L0A06 ONLY u pmrrnirsTrarrrrnrrn 90 100 120 140 160 SLAT SPAN - INCHES 40 60 69 70 S MINIMU 81PARA404 ROD. DUB BLUFFER SPAN D18ON LOAD FACTOR • N .. Pd/ Iowa BM SPAN 0. 04)1411! MEOWS AT P4 . ADN. 01P110K0014 5600. - R R1EUOiTkER18 81ti8T4 a SO' IoR INSTA UAI ON1 AM 30' nan, SEPARATION FROM MASS WOO LOAD IWN1AIIION DEOO. DUB TO LARGE MIRE D1PA01 ar H- 31. 0 . 011A00 1186 10 L1W1 OR WAIT . • BRADS AMORE LARGE 100]2 DIPADT 1111101101041. Sit I' M h M F. PRODUCT MARLOMQ A LABEL 811AU. BE AF ORD ON LOOM MEW= OF MIR ABOV6 LOQL MI THE FOLLOWC4 BTALBAODLT. SHUTTERS OEPOT, IS IEAH. FL 'MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED' SLAT PERFORMANCE CIMART SLAT SPAN - INCHES 1186 BLS POPORMWCE CHART TO VEROY SW comm. FOR TT16 REWIND 0881014 LOAD FOR THE PMRCUTAR LOCATION. ( moan Lacs 8NAuL ®E CALCULAT® AS PER REC DREMOM6 I OF A=CE 7 -02. Ian T nialer-B —W HE1A a�,e1g EdB68 1.502 13 1.500 0.515 2321 0.545 - 1.843 L 2.455 Mad E Lier. e1AT a - 003 1.021 1.154 II 11: 3111 - 4 .727 k- FI fWF K ,M El p500 -012 . 3.231 2.045 --� .055 370 W t roo ' 3.570 *0 25 0.344 .200 L IWO 11 1 I% aun 'St" 2000' 7.005 1 0.725 .530 0.224 «- 1.440 RID t 003 - le 2500 -054 90 1053 -4 asamsoa O • 1 rowing no. 06 -13 Ghee 2 of 77 MEIN V.I,N110.10: {AMR . a l ai 11111 Ncal NTO1N Ni • it Anil t.11•t'i1OC>♦IL'! Muni I It JUN 2.7 WO? drawing no. 06 -13 C;t� t; N +�; u: (� w4 + i I11.u.1!I ,,..,1 w11121 r ll lei fro WHOM WIN MIN omit= .i 4111MCrMClTt'MCa nuus ins real ouiMB SECTION A -A OPECINA+ FQR QENERAL. NOTES MID EXTRUSION DETAR.8 SEE SHEET 1 OF B. Mt *WO INSTALL0101 9 SSE SHSE T 8 OF 8.. FOR AMC1109 CHARTS Sys. SHEETS OF 0. Alt 11811 MU(!NiS 11r- � `d ` u * alI , •,, w ` i ii r :�R.iNi � C! IN ilil ca i um W]ili .= Illiellifilr111111 • AEf00 -007 ".. ,111101. TQAMI .ST i i MINN EMI PO PO in )•ti<DEIII NMI 111=11 NV NEI 111 11111111111111:211 IBN BONI IMMO i<. !• li .I Tr IMO NMRi.I SECTION 13 Ed - FTPICAL 048 OISINICB cone 0 B409R - IOd (la ANCHOR OWRI¢0Blfal FO Lmm3M tore gamma 00Z *dm C of 8. �: T� Ti :�is�s �T�re.>• Mr BiS�a NM Iii3O1AC� • x AT B�B LS MVO ANO B O.C. 4X. mums EMME05t6NT t 800E MAMA MOM ME 800080 TIN WAIL & 11009 CO UIO (STUCCO. TILES. NC.) HEADER AN0 SILL DETAILS CAN DE USED IN ANY COMBDIA7TLINO. sisICIMO Ed 6 r A 8 ..J O � D TYPIC.N ELEVATION -( NM I' BU8 T r FROM 8D08 Moto r D.c. MAx• OPTIO4 �� 110 (oiwl0 1 Zoo MINI If III MP= 6 .. lim mum . 4211111121111c11 WHIN 111:51a111=111111111 BUH T-OUT CONOmON iL , - A •:f.r:.l ii r � .111111411.1=11411111 III I i1F1.31ti:.±;li∎11:1 OEN M1.11, RM MMi.0::111141 NUNN M. ON Mix Mg NMI i/ NMI NIGCs11ararasa 111111111. ,I,� ,iT u• • - 7,irM k;:44.11.1:: l .6' 1 .1.11111.1..11•111111111:211 MUN■ NMI MUM M1�iA 1NMMtM111Mt! /G]g lilt.i ML's MIN Ml=111My 11C211l 11111 IMME NUM/ / 11/1111R Mr.l•Mt.r Milk �ra�r�ic , sre:#11s_an Mr mat d• g rt. 06 -13 2X3X1/O aX4X 1/6' 9 9 1 ' 1/4-20 VI 20131 1/ RU11 OR (14 it&O/Mco AT I PIM ems AHD a' O.Q. Jtfll 27 2007 MOORS UPI AT 10' 0.0. MAX. 00110. 11.0011 1171x1 /B: AB 011113 COMMONS Amman me A, 0, 2 02 0 AT 12' 0.0. MAX. 10 11 1 /2' TIO/S OA 3/10' POP *111278 ~— 6 IS' 0.0. END CONDITION AT BUILT DOT FIX611 CORJFR TIETAII 2x221 I/O' 2 14 3 x I/O' 2114x1 /0' 2172x1 /O' ALUM WOE (0013 —TI) 110 S f x 4' 1 -1/2 is 3 w I/O' ALUM ANOLI TOP & 808011 1/4' 2 2/ 1101.2 TAPCONS SEPA 8171 SHEET I TYP. 0 1/2' ALUM. I D 15 1100 AT i� & n= (CAN 8I 01BTAU.E0 045108 121 OUTIIOE) 8T/ST NAHD18 SECTION E—g A 0 101A3 /16 R O O N B . INTO 3//' WA. HOW AT TOP 4r 9011'OM TRACK (CAN 51 BIITALLIO NSW OR OUTSIDE) '8' CUP OUTRBTE I OCK LOOK 1101301110 Wins RR - IOC ACCORDION SWIM LOCK OY SUUR701 & A88001ATES AT 34' fROM 00TTOM 410- 4 MST. THUMB SCREN OR MACHUIE URN MIA Ur u40IIORB TTre 4, 0.800 AT *6' 0.0. 301,I4. 00110. BLOCK MIME r wagon' tlnta 9ogm 7 'I't? ieJIYo • • Stha ' OT (ahaat 5 of 7 ) 1 E25X+e AWL! NO.1 CONT. 8OMO 170914 !4' 0a MW. 0 -1 • Te1111(4T II CONQMON IRO RItt7+R I ' 2 T. u) 1/4' Mk TAPCOHB • OWN RAFTER E' OBI. PENETRATION 1 SOFFIT NFArER CCNNE!C110Fi TO_yYOOO TRUSSES PH OF 80 M. DE81011 LOAD : 80 PE HOBO FOR SHUTTER HEM OF 109' MAIL MS= LOAD . 71 P5F 074 kff 7 -14+• 1.1 i1� &1(1 li•ITi1 I.fl 'Ji ■YA4.1i� 7 E I #,�•,•:: i �I 7 i14 BSI. , 17.4,.iF ,7 .w iX Frac+rB � obArr<0IE 81 �/kl1O od 41.1, i oc lraal A *.iaaorr. rKaamBota , r0171c7CRti R.7Cm NCR t5IRi CI C• CMOC>• 2c9_115:;2119=1 ICa•I� a MOMI:RJ i710I'h.Si7ICL [Clit !•IIIC1IICit:7CR /ICici111=01 raGNI IIR:i C$J■Gi CMICAPr.I 2.0.1/!' ALUM. A110LIO HEAD SE SWISS 0 r D.D. 1/4' 118W BOLT 0/ WASHER & NUT AT 8 -1 /e' 0.0. FOR 10408 UPIO PO AT 4 -J/4' 0.C. FOR LOAM LIMO BO P8F AT 3.7/0' 0.0. FOR LOADS UPTO 75 PSF AT b' 0.0. FOR wee ulna 97 P5 IYFE 4 1 7/4' TSX3 e' O.C. 7* X 4* X !/0' CI RT. PLUM TUBE 12/ U) 1/4_ X 4' TOMB 0 0 EMT VESTING V S' ION PRNETRAT@N OM DM +! i `,'II ° 8 �' ' ' ,.. ' �°° P E � 1 � +., EI O 84 M. y � d 50 PEE LOAq SFO+TI9R o 9 • 7 PSF El �, �:�:: p8' lN% o {ppp p ++ OF OS Lpgp • 77 F'SF FOfl ~ +� 7 �:, " 1Q8 HAIL OE&OH LOAD ■. ® i8 •P+ . HT OF 140' UI. +:' LOAD a 70 PSF FOR SHUTTER OHT OP 170• MAX. 0E8I08 LOAD . 55 PSP INSTAI IA1)ON DETAII. ON+ FX#SI1N0 WOW I3t:It,S w. VOW mind DeTA88 SNOWS 08885.01704 OF 704 SUCK 5 124 PLUM TUBE TO 3000 STUDS TO PR0408 A CONTINUOUS SURFACE FOR SINTER 00+TPLLATCH. F01) ISTA.AO041 OETNLS OF HEADER /SILL TO CORTINUOUS 8000 ME418E08 BEE MEE15 3 THRU 4. Envi TEL SI pg N E9X moos S C AN. FASTENERS AS PER EVEDULEE 5/ 1 -1/2 1181. PERORATION 10 0USRN0 0000 MOO FASTENERS SHE SCHEDULES 0 X 0' 1419:13101 0 51510 F+! A' KIN PERORATION INTO EXI5T8+0 611X1 IOb No 7Ta11da m � ` I � D I r. � � -s �u 8 r 1r — owIng non r I 0 11111 IN an 1 Immim . N ■■r �m IAN slum ■r a ■r ■Ba ir■■■ l ommonammOw �'m milmW r�rnimr: - a► !ri m morm =I . ■■ ihEmillimmemommagm AS SS AS 70 SS 95 t10 1 SLAT SPW - 2H0SIS R . 50 SO 60 11 SS 90 10 1 1 Bi.AT 1PW - 0 FASTENER SPACING IN MASONRY /CONCRETE ;CSASTB ARE EASED ON TYPICAL EDGE DISTANCE as 1Ed. FOR LE EDGE DISTANCE DECREASE SPACING EY ACMV mums 1ST ■IL:.F>1Ni i SA AMPLE PON 3 GIST. SPACING . / O.O. (PROM FOB Z• EDGE PIIOT.. SPACING I.," 0 ,11 • 9.4 0.0. MCA. FIND &rice 114 WOOD + > 30' NO SEDUCTION FACTOR IS AE mums ■■■rig■ lror■■.■■rrm■ �►'rrrr■llOmma■ ar■....r■i.. ...■■ ■■r.i■r ■i►rr■r■■■rrAu ■rr■■■r■or�■ roO■rrorr■■ ■rya■■ r ■■O■■ OMMOMMOOMMION woolOo i.`1.womo■ l ana=uuminum ..1■oi■r bo ■r.i' allii■■oi■■ /or ommiaC�'..m .. E WORMMINumw=m .■.r iC amirii ■��rr■ ■■r��■ MILIMMINIMMOMMII wimmilmommom milimmilmimmumw ai mo r■mul •mil mom ■m■■■ Ci Ci�om morn milimmi AS ES 61 71 00 95 f 0 SAT SPAN - /NCJBS A/ VII 6110 01 91 !t0 tee SLAT PAN - MOS 8006 ST DI IFS E A !9 ■m■um■ mummom ■■.■ar ■■ ■►r■r■■■■ r■ r.. imMAAr.m . �� ■■■■■r■r■Mi■ r■r��■rrrr r a■■■►■■■■rrr ro■■■ro■ ■■■ ■..r■o■■rrr ■ ilm.im .w..i mil .■w i..o r a ■■w■■ ■■rOr ■Wo■O■.rwri■ r gismumm■ro■ i► r ■re!.Atl■ t / 4 q b0 70 0. 01W - 1 ft 0 10Kb 1 A A as W 6070V 90 1U tS • 1 R ioiiiirr■■■ ■.W■o.■io ■■■ r■rM■■■ ■r■ ■r ir■■ Mr■rr■rr .I■..■....■ rr■■W■■■■ ■■r W►�■.rarCr■.■ mMAM■ ■www■ ■r M■..■■ ■...r■ iiw m.oi /\iri i.mommromom C■r■■r■■ ■rr ■orommu mouo p ■...,■■.. ■ C rri., mono " /r..l Mmil 41 Re 61 0 0000 10 t SLAT SPAN - SNCISS ANCI(ma® USE MATS 1 TNTW 8 TO VERIFY ANCHOR R001AREADID8 ANO SIRENS DONATIONS OF LOAD/SPAN 0M INADONS FOR I487000 MO 901, • R P A R TYPICAL ANCHORS( ANCHOR ©° 0 /4 IRLEIRMNS (BT 8400) 1-3/1. 008FON@4f INTO WOOD PSI C0N0. 1 -1/+' ILOSIMMITIT INTO 0 -80 BLOCK ANT910R® c /4' 014. MOSCOW 0 (e1 HILD) 1.3/4 EMBEDMENT IM0 3000 PSI C000. -1/4 BOOSOL9NT 1M0 - 810074 1 LA" RAWL CAI K IN 101AL ANCHOR BODY INTO 3000 PSI CONC. OR 0-90 BLOCK AtNCHOB ®s 1/A ata TMCDN0 I-1/E" MI P6N8TRAT10N IM0 Ti000(SA..0.88) ANCHOR@ m 1/4" A -0101! R 37*81t,148 0000 A BTtOO to ALUMINUM ( / 611N. THOK.) NO1& ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & 1R00R comma (STUCCO. TIES, ETC.) � rla�rv■�� a a� i : r■a�■ m■«r■oa■r�ie m. r �� 5t milmo I sm g mum moin ■a■ ■►■DIN r■ MmalimalmMOMMM II MUMMIUMmico ■o.OMWAM. . MUM w ■m ultmo MMMEMMINEMMOM 40 OS Al 15 SS 95 1 0 t SLAT WW - SNIISS 740 r' 0II61u BT S 7t117 WM TTISOw17 Ede O r ! "Trl 1 0 drawing no. 06 -13 ro 1 N+ 70 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) JJ ps N <CLI fti t Phone # 30S 82- S S Owner's Address - t i l 0 W (,OLD 5'- Cit MI ' SliftiliD3 State Zip ( 5 c7 Tenant/Lessee Name Email C (<$ C/ ) iv) a (40-7-e-4047- GS Job Address (where the work is being done) k 3C\ ' t DS Contractor's Company Name Contractor's Address IA 'Contact Phone E -mail Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. yq - Master Permit No. Phone # Sertzwr Phone # Bond $ ijrZMNT17 DEC 0 7.2Q09 e gi BY: City Miami Shores Village County Miami -Dade Zip b I 5 C ' FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 000 - Square / Linear Footage Of Work: Type of Work: ®Addition ['Alteration El Repair/Replace ❑Demolition Describe Work: S Lt V 'f 'iVj 1 AS -1- N ew ( /l Submittal Fee $ Permit Fee $ /TO CCF $ ) • CO /CC .S Notary $ 5-00 Training/Education Fee $ O ' 40 Technology Fee $ ) -(00 Scanning $ (Q •. Radon $ DPBR $ Double Fee $ Violation date: 21J ��/� Structural Review. $ Total Fee Now Due $ ) OK See Reverse 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me The foregoing instrument was acknowledged before me this day o 4 by T1,071 /\ / , day of , 20 , by who is perserri - y known to me or who has produced who is personally known to me or has produced OR.As iden catio , :, s d who did take an oath. as identification and who did take an oath. �� I r � ' S On My Commis ion C s DD r 22619 °,,,.,, K .ir . DEC. 02, 2012 EONDED TImU AT NTIC 11 ONDI NG co, INC (Revised 07 /10 /07)(Revised 06/10/2009) Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: ] It' ItfY' I[ tY*tY7Y3C' IC3C*'****,*71C•*** ***'It* ** *****,'B6**•It•IX,Y*** *7Y*$*7' C***4CBt ******7'C1R$t$C**** Jf1Y1YiF** ***$• Ie*tY1TC' JC****7Y**fY*11t $'Jt***7TC*** Ift*** APPROVED BY Plans Examiner Zoning Engineer Clerk checked OWNER BUILDER DISCLOSURE STATEMENT NAME: U i Po° DATE: ADDRESS: k 1 1\ S r S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and hove applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Initial C 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 5. I understand that, as the owner- builder, I must provide direct onsite supervision of the construction. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial C 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. G Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial C,� 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner-builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htta:/l www. mvfloridalicense .com/dbor /pro/albriindex..hhtml Initial t 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. pp Initial t Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this '1 day of AA,I 2017 Byanlil G Y w was Pe rsonall known to me or who has Y Produced there License or TI V. 01( 0'0 01.1(000 U d entification, (()GAis NOTARY , of ' ° % .01 Vol 9 .04 s , 4 j c or Oyv �yA Initial Initial Ca. P F Ei RI IT -, AV il if Miami Shores Village APPROVED BY DAT ZONING DEPT BLDG DEPT /0 -61s S. LiFilJECT TO COMPLINICE WITH ALL FEDER= L 0 189 NVV 105 St Miami Shores FL 33150 Side Kindats TJ[ ,f‘'n fl YTfl ° • • • • • • • • • • • • • • • • • • Book Alndows • • Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 0 -15 ft -62.2 - 59.8 - 58.0 -56.7 -55.6 -54.8 -53.8 - 53.1 -52.5 +48.5 +45.2 +48.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 - 60.6 - 58.8 -57.5 -58.3 -55.4 - 54.6 3.9 -53.9 -53 -53.2 +44,3 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 - 62.1 - 80.3 -58.9 -57.8 -58.8 -55.9 -55.2 -54.5 49.5 +45.3 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -68.1 +49.4 -63.5 +48.1 51.6 +47.1 -60.2 +46.4 -59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft - 67.4 +50.4 -64.8 +49.0 -62.9 +48.1 51.4 +47.4 -60.2 +48.8 -59.2 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 -66.0 - 64.1 - 62.6 - 61.4 50.3 - 59.4 -58.7 -58.0 28 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +48.7 +48.3 +45.9 28 ft -89.8 57.1 - 65.1 -63.6 - 62.4 - 61.4 -60.4 - 59.6 -58.9 +51.3 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 28 ft -70,9 +53.0 58,2 +51.8 -86.2 +50.6 -84,6' +49.6 -63.4 +492 -62.3 +48.7 -61.4 +482 -60.8 +47.8 -59.9 +47.4 30 ft -720 +53.8 - 892 +52.3 - 67.1 +51.3 465.8 +50.8 -84.3 +49.9 632 +49,4 -62.3 +48.9 51.5 +48.5 50.7 +48.1 32 ft -73.0 -70.1 - 68.1 - 86.5 - 652 -64.1 -63.1 -62.3 -81.6 -562 +51.4 +54.5 +53.1 +52.0 +51.3 +50.8 +50.1'- +49.6 +492 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 - 87.3 +51.9 -68.0 +51.3 - 64.9 +50,7 P-64,0 +502 -83.1 +49.8 52.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 -68.1 +52.5 58.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.8 +54.0 58.9 +53.1 -87.6 +52.5 -88.5 +51.9 -65.5 +51.4 -64.8 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 - 71.3 59.7 -88.3 - 672 582 -65.3 -84.5 +56.2 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 5 9.0 -67.9 - 66.9 -66.0 -65 -65.2 +55.1 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58,3 -75.0 +58.7 -72.8 +55.7 -71.1 +54.8 - 89.7 +54.1 - 68.5 +53.5 -87.5 +53.0 - 68.8 +52.6 -85.8 +522 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 - 892 +54.0 -682 +53.5 -87.3 +53.1 -88.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 57.9 +53.8 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 -69,4 +54.5 -68.5 +54.0 -87.8 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 89.9 -89.0 -68.2 -68 +80.4 +58.8 +57.8 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 S4 ft • '-'811 3 +6018 :781 +591 0.2 •581 7,74.: •57A gt it .56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -88.7 +54.5 • -t)1: :78.1 6.$.q -7S. -72.1 -71.0 -70.1 -89.3 • 8 •81f8 +56N +55.5 .57.E 15.9 +58,3 +55.8 +55.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (P5F) - Zone 4 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 -49.2 -48.3 -47.8 - 47.1 - 46.6 -462 45.9 -45.5 +48.5 +45.2 +44.4 +43.7 +43.1 +427 +42.3 +41.9 +416 18 It -51.1 -49,8 - 49.0 - 48.3 -47.7 -472 - 46.8 -48.5 -46.2 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.8 +422 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 - 49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 47.7 +43.6 47.3 +43.2 20 ft 53.5 522 +49.4 +48.1 - 51.3 +47.1 50.8 +48.4 -50.0 +45.8 49.5 +45.3 -49.1- +44.9; 48.7 +44.5 48.4 +44.2 -54.8 -53.3 -52.4 -51.6 - 51.0 -50.5 -50.1 -49.7 -49.4 22 ft +50.4 +49.0 +48.1 +47.4 +48.8 +46.3 +45.8 +45.4 +45.1 24 ft 55.6 - 54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.8 -51.5 +47.1 51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.8 -55.2 +52.2 +50.8 - 543.5 2 +49.8 5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft - 57.5 -58.1 +53.0 +51.6 - 55.1 +50.8 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -58.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft - 59.1 -57.7 +54.5 +53.1 -58.7 +52.0 - 55.9 +51.3 -552 +50.8 -54.7 +50.1 - 542 +49.8 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 58.8 +51.9 -55.9 +51.3 - 55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 38 ft 50.8 -59.1 +55.9 +54.4 -58.1 +53.3 - 57.3 +52.5 56.8 +51.9 58.1 +51.3 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -81.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -58.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.8 40 ft - 62.0 50.5 +57.1 +55.6 -59.4 +54.5 -58.8 +53.7 -57.9 +53.0 -57.3 +52.5 - 58.8 +520 58.4 +51.5 -56.0 +51.1 42 ft -62.6 -61.1 -60.0 -592 -58.5 -57.9 -57.4 -57.0 56.6 +57.7 +582 +55,1 +54.3 +53.8 +53.0 +52.5 +52.1 +51.7 44 ft -832 -81.7 +58,3 +56.7 -60.8 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.53 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 -62.3 -612 -80.3 -59.8 -59.0 -58.5 - 58.1 •57.7 +58.8 +57.3 +56.2 +55.3 +54.8 +54.0 +53.5 +53.1 +52.7 48 ft - 84.4 -62.8 -61.7 - 60.8 -60.1 -59.8 -59.0 -58.8 -58.2 8 +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54.0 +53.8 +511 50 ft -84.9 - 83.4 +59.9 +58.3 -62.2 +57.2 51.4 +58.3 -80.7 +55.6 50.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 '+53.6 52 ft 55.5 53.9 +60.4 +58.8 528 +57.8 51.9 +58.8 -61.2 +58.1 -60.8 +55.4 -80.0 +54.9 59.8 +54.5 -59.2 9 +54.0 54 ft - 68.0 - 84.4 +60.8 +59.2 -63.3 +58.1 -82.4 +572 51.7 +58.5 - 61.0 +55.9 50.5 +55.4 -80.1 +54.9 -59.6 +54.5 58 ft 58.5 - 84.9 +61.3 +59.7 53.7 +58.5 -82.9 +57.7 -82.1 +56.9 51.5 +56.3 - 61.0 +55.8 - 80.5 +55.3 50.1 +54.9 80 ft - 87.5 - 85.8 +822 +60.8 -64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 -82.4 +57.1 -61.9 +58.8 -81.4 +58.1 -61.0 +55.7 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES F Ul cn C 0 r CO REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB •• • THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BEN PE. "ALTERATIONS, ADDMONS, HIGHUGHT1NG, OR MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES • • • • •• • • • CHK4 • DAI't FLB • 19106 FLB • oft237oa • i• • • • • ••• ••• • • • 2O 7;FLOfUDiS BUILDING CODE • • ASCE 745, MRH = 0 - 60 FT DESIGN LOADS FOR • • • ••• CcMPQNENTS & CLADDING ••• • • • • • • • • • • • • • • • • ••• • • WIND VELOCITY =146 MPH EXPOSURE 'C' a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (Im). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC I IF REQUIRED. I I 5 ® 1-® 1 ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VAWE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1=+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT C m S a J COUNTY MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Miami Dade Aluminum Supply, Inc. 1615 W. 31 Place Hialeah, Florida 33012 SCOPE: 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: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 3126, titled " 0.063" min. Aluminum Storms Panels", sheets 1 through • 4 of 4, prepared by Ramms Engineering, Inc., dated December 05, 2007, last revision t pg . 0Q9 • signed and sealed by Robert S. Monsour, P.E., bearing the Miami -Dade County Producti int Ql Revision stamp • with the Notice of Acceptance number and the expiration date by Miami -Dade County Puvaiwt Control Division.. • MISSILE IMPACT RATING: Large and Small Missile Impact • • LABELING: Each panel shall bear a permanent label with the manufacturer's name or l eity, sttie agd the following statement: "Miami-Dade County Product Control Approved ", unless otherwisspac herein. RENEWAL of this NOA shall be considered after a renewal application has been filedand hasbeengo change in the applicable building code negatively affecting the performance of this prodjict.. • . •••• • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or • •.. In the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of y 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 08- 0123.06 and consists of this page 1, evidence submitted pages E -1, E -2 & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY . . o410 f Zo 09 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 www.miamidade.aov • • NOA No. 09- 0114.02 Expiration Date: 04/21/2014 Approval Date: 04 /01/2009 Page 1 • • • • • • • • Miami Dade Aluminum Supply. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95- 1220.01 A. DRAWINGS 1. Drawing No. 3126, Miami Dade Aluminum Supply, Sheets 1 through 4 of 4 prepared by Ramms Engineering, Inc., dated 12/06/95, revised 05/16/96, signed and sealed by Robert Monsour, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, prepared by Hurricane Engineering & Testing Inc., Report No. HE7'I--95 -479, dated August 21, 1995, and Report No. HETI -95 -481, dated August 24, 1995, signed and sealed by Hector M. Medina, P.E. 2. Test report on Large Missile Impact & Cyclic Wind Pressure Test, prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -472, dated August 8, 1995, signed and sealed by Hector M. Medina, P.E. 3. Test report on Large Missile Impact Test, prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -481 1, dated August 24, 1995, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Calculations, dated 03/11/96, Pages 1 through 5 of 5 and Pages 1 through 8 of 8, dated 05/01/96, prepared by Ramms Engineering,. Inc., signed and sealed by Robert Monsour, P.E. • • • • • .. • .. • • D. MATERIAL CERTIFICATIONS • '..' • 1. Mill Certified Inspection Reports issued by MSC Metals, dated 0872.11n • 2. Certified Tensile Test Report issued by Hurricane Engineering & Ming Inc.,• ogrt No. HETI- 95 -T104, dated 10/30/1995, signed and sealed by Hect�J JIedina,.P.E. . • • • • • .... .. • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 001120:112 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E -1 . • • • • . • • y A. Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.02 Expiration Date: 04/21/2014 Approval Date: 04 /01/2009 • • • • .... • • •••• • • • .. • • • • • .... Miami Dade Aluminum Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. OTHERS 1. Letter from Ramms Engineering, Inc., dated November 3, 1999, signed and sealed by Robert S. Monsour, P.E., certify that he is still in the engineering business. 2. Letter from Miami Dade Aluminum Supply, Inc., signed by Mr. Juan M. Delgado, certify that the product has not changed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0417.02 A. DRAWINGS 1. Drawing No. 3126, titled " 0.063" min. Aluminum Storm Panels" sheets 1 through 4 of 4, prepared by Ramms Engineering, Inc., dated December 06, 1995, last revision dated October 13, 2004, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. • • .. • •• .• •• • 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 084IL • 3 6 • A. DRAWINGS • • 1. Drawing No. 3126, titled " 0.063" min. Aluminum Storm Panels'; lhlsi3ts ▪ 1 thrdhtgR 4 • • of 4, prepared by Ramms Engineering, Inc., dated December 05, zQg:Art revision • dated May 28, 2008, signed and sealed by Robert S. Monsour, P.E j • • • B. TESTS • • • • • •• • ••.• 1. None. s • •••• • • • • C. CALCULATIONS •••• 1. Anchor Calculations, dated 01/05/08, Pages 1 through 24 of 24, prepared by Ramms Engineering, Inc., signed and sealed by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. • None. E -2 ii/t-e/‘,„ y A. Makar, P.E., M.S. Product Control Examiner NOA No. 09 -0114.02 Expiration Date: 04/21/2014 Approval Date: 04/01/2009 Miami Dade Aluminum Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5 . NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 3126, titled " 0.063" min. Aluminum Storm Panels", sheets 1 through 4 of 4, prepared by Ramms Engineering, Inc., dated December 05, 2007, last revision dated January 08, 2009, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 08- 2231A, dated December 30, 2008, signed and sealed by Candido F. Font, P.E. 2. Test report on Large Missile Impact & Cyclic Wind Pressure Test, prepared by Hurricane Engineering & Testing Inc., Report No. HETI -08 -2231 B, dated December 30, 2008, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. None. D. E. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. Certified Tensile Test Report issued by Hurricane Engineering & red tiny Inc. Reepet No. HETI- 08 -T177, dated 12/30/2008, signed and sealed by Candaz ,Font, P.E E -3 • • • • .... . ... • • .. . • • • .. .. • • • • • • • .. • • • • • • • • • . . • • .. • • • y A. Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.02 Expiration Date: 04/21/2014 Approval Date: 04 /01/2009 TYPICAL PANEL SECTION STUDDED ANGLE 0.125' 5' VARIOUS ANGLES DETAIL /— - 2O X ° 18-8 STAINLESS STEEL KNURLED STUDS AT O.C. • .125 . 14 3/8 DESIGN PRESSURE RATING: • FOR DESIGN PRESSURE RATINGS, REFER TO THE CHART OF PAGE 4 OF 4 . .063' (MIN4 ALUMINUM STORM PANGS ALUN@IUM ALLOY 5052{132 2.63' • NOTE: NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF THIS PRODUCT AND ALSO IN THE FASTENER ANALYSIS. o.o8r 2' 1, N - 1 "1 N • °h° HEADER ' • • • • • • • . • • • •• ••• •• .• • • •• • • • • • • • • • • • • • • • • • to • • • • • • • • • • • • • • • • •• • .063 (MIN.) ALUMINUM STORM PANELS • ALUMINUM ALLOY 5052 -1132 COMPLIES WITH: • FLORIDA BUILDING CODE. 2007 EDITION AND ASCE 7-05 WIND CODE. (146 MPH) £- 20 WINGNUT - DESIGN CRITERIA: • WIND LOAD PER FLORIDA BUILDING CODE, 2007 PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER. ASCE 7-05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES* DIRECTION - L/30 W/2' MAX (POSITIVE LOAD) WINGNUT GENERAL NOTES: • ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 OR. EQUAL • STORM PANELS SHALL BE .063 (MIN.) 50521132 ALUMINUM. • THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. • ANCHORAGE OF THE 51101 tK SYSTEM TO CONCRETE OR MASONRY SHALL BE AS SHOWN ON THESE SPECIFICATIONS. • ANCHORAGE TO WOOD CONSTRUCTION SHALL BE {" STEEL LAGS OR LARGER WITH 1 e' MIN. PENETRATION, 1/4-20 BRASS WOOD BUSHINGS. • ALTERNATIVE ANCHORS AND CONDITIONS ON SHEET NO. 2 4 3. • EACH STORM PANEL SHALL BEAK A PERMANENT LABEL SHOWING IAIAMI - DADE COUNTY PRODUCT APPROVED' (MIAMI -DADE ALUMINUM SUPPLY) • WARNING TO OWNER OR TENANT: 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLE85.ALL 1/4 -20 STITCHING LS PROPERLY INSTALLED DURING WIND VELOCITIES EXCEEDING 75 M.P.H. • PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR 50135. . THREADED CONES OR METAL SH1EDS, NOT IN USE. MUST BE AGAINST CORROSION. CONTAMINATION AND DAMAGE AT T. GENERAL NOTES: POSITIVE = 55 PSF, NEGATIVE = 72P5F ('FOR PANEL SPAN = 107') PROIIINR REVISED mapping with Ste Fihiid• dlug Cede � Aemppta NoO' -' Dab O , 714Y •14 0 �1 • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIEVISIONS IMMIX 11U51w 513-0S 1.8.09 JJ. J.I. L. .u. ni it161rw 12-5-07 15.7.5. °° 3i 2 6 SHEET l OR CONT: HEADER — Jq° X 2 a NAIL -IN L ANCHORS OR o •: ^•: a II I, X 2 a MASONRY SCREW. qi 1 I • . ANGLE TO WALL PXISRNG con B type WALL MONT SECTION. r .. ff. oL g fI b „ K it ,t° ANCHORS connection type A 2X2X ANGLES PERMANENTLY; PLACED. PANEL TO ANGLE �) EXIST. WOOD f !�� STRUCTURE n, connection type B -- - #14 X 1 k WOOD LAGS. (SEE SCHEDULE FOR SPACING) ANGLE TO WALL WALL MONT SECTION. - 20 WINGNUT G O.C. - - -- #1 X I k WOOD LAGS. (SEE SCHEDULE FOR SPACING) connecton type A 2 X 2 X eR ANGLE. PANEL TO ANGLE K CONT. °M HEADER EXIST. GLA55 OR DOOR . CEILING/INSIDE MOUNT. •• • • • .. • • • • •• • • Connection • type C 6 -- I. X 2 i MASONRY \ ". SCREWS. SEE SEP. FROM GLASS SCHEDULE. K 2 X 2 X k SILL ANGLE. WINGNUT . ' Q G I/4° O.C. D , �• X 24` MASONRY -V; SCREWS. -� -- connection type C EXI5ITNG STUCCO. NOM. 2 X G 4X Ia WOOD LAGS Q 12° O.C. • STUDDED ANGLE. 2 - L. WOOD ••• ..RAGS AT 10 0.C. • • • • • • • INTO ECCH STUD. • • • • • c '. • V1/ALL MOUNT. SECTION j OTTOM. BUILD OUT MOUNT. connection type B CONTINUOUS ANGLE Q. 20 MACHINE BOLT 4 NUT 12' connection\ O.C. (TYPICAL TOP type B \ AND BOTTOM.) TYPICAL 2 X 5 X4' CONTINUOUS ANGLE TYPICAL 2 X 5 X i° 1- EXSITING CBS. WALL. X 1 g NAIL -IN �'n�on type A ANCHORS. ' — CALK-IN MACHINE OR D(PANSION o " ' • SCREW ANCHOR ANCHORS WITH :• WITH q °- 20 X I ° 20 X I. 1 RUBS - 'Ic MACHINE SCREW. HEAD MACHINE BOLTS. — 2X2X�'.51LL ANGLE. ,t"- 20 WINGNUT �k G 1/4° •' connection type A CALK-IN MACHINE SCREW ANCHOR WITH d -20X I° MACHINE SCREW connection type C CEILING / INSIDE MOUNT. WALL MOUNT SECTION. DIRECT MOUNT. connecton . C \_ CONTINUOUS HEADER Wilt , X 2° WOOD LAGS e G° O.C. a - 2 X 2 X CONTINUOUS SILL ANGLE WITH 4° X 11° NAIL -IN ANCHORS. 4°-20 WINGNUT (SEE SCHEDULE FOR SPACING.) PRODUCT REVISED ea =plying with 8x Rudd* Balding Code moo // .bZ Acceptance • a Be •, Date _.. irri I~ 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • * • • • • • •• .• • • • •• •• ••• • • • ••• • • slONS 26146 4/30/96 10/13/04 5.13 -08 5 -28-08 JJ. J-1. JJ. JJ. JJ. V Z w (r 0 GE 12.8.07 HARDWARE SCHEDULES 59.5 P5P 71.5 P5F POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK = 1tlmummuantmummi> 4' MASONRY SCREWS I k EMBEDMENT• PANEL E.D. A BC A B C A B C A BC C 68.5PAN 3° 6' 6' 6" 6' 6" 6' 6" 6' 6' 6" 6" 6" 2' 6' 6" 6' 6° 6' 6" 6" 6° 6" 6' 6` 6" 88° SPAN 3' 6' 6" 6" 6' 6" 6' 6' 6" 6" 6' 6" 5' 2° 6' 6' 6' 6' 6" 5' 6" 6" 6' 6" 6' 4' 104• SPAN 3° 6" 6 6" 6' 6" 5" 6' 6' 6 6" 4" 4' 2' 6' 6" 6' 6' 6' 4° 6" 6' 6' 6' 4' 4" PANEL A A C A BC A B C A BC 68° SPAN 3' 6' 6" 6" 6" 6" 6' 6' 6' 6" 6° 6" 6" l in III CAU TN ' MACHINE L 5CR2W ANCHOR USED W/ '- 20 MACHINE SCREW 2° 6' 6" 6" 6" 6' 6" 6" 6' 6' 6" 6" 6' 88° SPAN 3' 6" 6' 6° 6' 6' 6" 6" 6° 6' 6" 6' 5° 2' 6" 6" 6" 6' 6" 6" 6' 6" 6" 6" 6' 5' 104° SPAN 3" 6" 6" 6" 6° 5" 5" 6° 6' 6° 6° 4" 5" 2° 6' 6" 5" 6" 5" 5" 6' 6° 6" 6" 4" 4' HARDWARE SCHEDULES WOOD APPLICATIONS 59.6 PSF 71.5 P5F CONNECTION TYPE CONNECTION TYPE DIA ' PANEL A B C A B C 1/4• 68° SPAN 6' 6" 6" 6' 6' 6" WOOD LAGS . 88' SPAN 6" 6" 6" 6" 6" 5" 104' 5PAN 6' 6° 5" 6' 5' 4" 3/8' G8° SPAN 6' 6" 6 "• 6' 6' 6" 88° SPAN • 6 • • • 6' • 64 • 6i • 6' 6' WDDD TAGS 104° SPAN - 6' • -! 6" • • a 6' • • • 6" 5' AU. WOOD FASTNERS TO HAVE A MINIMUM EDGE DISTANCE OF 2 I/2° • •• ••• •• •• • • • •• • • • ••• ••• • • • • • • • • • • •• • • • • • • • • •••• • •••• ••• • • •• • •• • • • • NOTE: A SAFETY FACTOR OF 4-0 WAS TAKEN FOR All HARDWARE WJTH NO [SERUM N AROWAaE STRESS USED IN THE DE51GN OF UM PRODUCT. 1 PRODUCT REVISED ommptylieaithMeFJ a eecpko' - .0 ▪ • Yd. O INieml .. 0 ••• • • • • ••• • • ••• • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • •• •• 4/30196 10/13/04 WNW 5-13-06 frh J-I. ,J. L. JJ. V 12 -607 3 OF:4 PANEL HEIGHT 0' - 68° G8' - 102" 102' - 110° MIME MIN. DISTANCE BETWEEN GLASS AND PANEL WLL MOUNT 3 1/2° 3 1/2" 3 1/2" SIDE MOUNT 3 1/2" 3 1/2' 3 1/2" BUILD OUT 3 1/2° 3 1/2° ' 3 1/2" DIRECT MOUNT 3 1/2 3 1/2" 3 1/2" • REFER TO SCHEDULES FOR MINIMUM DISTANCES BETWEEN GLA55 AND PANEL, ANCHOR SPACING FOR SPECIFIC ANCHORS AND EDGE DISTANCE (E.D.) FOR SPECIFIC ANCHORS. !C-20 WINSNUT I I / \ / ...- WINGNUT CONNECTION DETIAL GENERAL NOTES: • WHEN ANCHORING INTO.WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 412 SOUTHERN FINE AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR ANALYSIS. SECURELY ATTACHED TO FRAMING STRUCTURE. CORNER CONNECTION • • • • • • • • • OO00000 • • • • • • • • • • • NOTE NO INCRie6E IN•41.141)WABLIISTR655 WAStUSSIIIN THE DESIGN OF THIS PRODUCT AND ALSO IN THE FASTENER 0• • • • • •10 • • • • • • • • 0•0 • • • • • • • • • • • • • • • • • • • • • • • • • VERTICAL ELEVATIONS. ADDITIONAL HARDWARE V 1/4 X PAN OR TRUSS HEAD 051111110111 3r-20x i° ref HEADE 0 I /4'-20 LOCK NUT. 0 1 14'-20 NUT. tziaR '-2O X NNURLE STUD 1 /4°-20 WASHERED 18-8 STAINLESS STEEL. 1 11111150111111 114'-20 1' FLOOR PLUG5(51DOMALK DOLT) 18-8 STAINLESS STEEL WINGNUT 7/8' O.D. I /4* I.D. 3/4° 0.D. FLAT WASHER KEYHOLE WASHER I PP-20 X I' SIDEWALK BOLT I /4°-20 X I ° SIDEWALK 130LT (A5 SHOWN) (A5 SHOWN) 1/4°-20 X I' SIDEWALK BOLT EVERY 24' (A5 51 ••• • • • • •0• • • • • • • • • • • • • • •0• • • • • • • • • • • 000 • 0• •0 • • • •0 00 000 • • • 000 • • peistots 4/30/96 10113/04 12/5/07 5-13-08 5-28-0B 14-07 55• JJ. JJ. JJ. JJ. JJ. 12-5-07 111111111 900T 4