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BP-04-469Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 159925 Permit Number: BP2004 -469 Inspection Date: May 16, 2011 Inspector: Bruhn, Norman Owner: SANCHEZ, ADALBERTO Job Address: 5 NW 106 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1121360060240 Building Department Comments HURRICANE SHUTTERS 11 OPENINGS EXPIRED 06/14/05 NO INSP Passed , ✓ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 17, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTech, Inc. 7635 West rd Court Hialeah, FL 33014 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). , MIAMI-DADE COUNTY, FLORIDA � METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 375 -2901 FAX (305) 375 -2908 www.miamidade.gov This NOA shall not be valid after the expiration date stated below. The Miami -Da Division (In Miami Dade County) and/or the AHJ (in areas other than Miami _ +` have this product or material tested for quality assurance purposes. If the accepted manner, the manufacturer will incur the expense of a, revoke, modify, or suspend the use of such product or mater $ LLII 2 ! I to revoke this acceptance, if it is determined by Miami -Dade • material fails to meet the requirements of the applicable buildin ct Control right to orm in immediately reserves the right 'vision that this product or 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: "Maximum Impact" 0.041" (min.) Galvanized Steel Storm Panels Shutter — L.M.L APPROVAL DOCUMENT: Drawing No. 99002, titled "20 ga. Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert Monsour, P.E., on January 12, 2006, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 # 06- 0117.04 and consists of this page 1, evidence submitted pages E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No 07 -0125.08 Expiration Date: 04/05/2012 Approval Date: 04/05/2007 Page 1 MetalTech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Drawing No. 99002, titled "20 ga. Maximum Impact Storm Panel", prepared by Ramms Engineering Inc., dated April 10, 1999, sheets 1 through 7 of 7, with the latest revision on January 12, 2006, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 gauge galvanized steel storm panels shutter, prepared by Construction Testing Corporation, Report No. CTC 99 -018, dated May 7, 1999, signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated May 11, 1999, pages 1 through 124, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. Comparative Analysis, pages 1 through 5, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. on June 28, 1999. 2. Anchor Calculations and details for 0.060" Aluminum Storm Panels, dated January 06, 2006, pages 1 through 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert Monsour, P.E., on January 06, 2006 D. QUALITY ASSURANCE 1. By Miarni -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04/07/99, for 20 gauge galvanized steel by Pacesetter Steel Service, with chemical composition and physical properties. 2. Tensile Test Report #CTL -420E, prepared by Certified Testing Laboratories, dated April 19, 1999, for 20 gauge galvanized steel sample #99 -018, signed and sealed by Ramish Patel, P.E. F. STATEMENTS 1. Statement letter from MetalTech, Inc., dated June 10, 2002 signed by Steven Pulliam, stating that this product have not changed from the original approval. E -1 Jaime i . Gaston P.E. ef, Product Control Division NOA No 07- 0125.08 Expiration Date: 04/05/2012 Approval Date: 04/05/2007 lifor :RI, yr co gen FLAT BAR H2B 2' 1 7/16q —• „r f Lt'°" o ® FLAT OAR 1.1 29/32' VARIOUS TYPES OF F —TRACK NOT SHOWN 1 1/2' COMPLIES WITH: 2Oga FLORIDA BUILDING CODE TESTED TO TAS2O1, TA5202 AND TAS2O3 DESIGN CRITERIA: WIND LOADS TO BE CALCULATED AS PER ASCE 7 NO INORESE IN ALLOWABLE STRESS WAS USED IN 171E DEVON OF THIS PRODUCT GENERAL NOTES: 0" ALL ALUMINUM EXTRUSIONS 70 BE ALLOY 8083 -T6 oR EQUAL STORM PANELS SHALL M 20 GAUGE STEEL, ASTM A853 SO GRADE E MIN Fy-80 ILS.I. MINIMUM VALUE HOT DIP GATED. WITH A NOMINAL WIDTH OF 12 1/2" va THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY 0R HORIZONTALLY. LtH IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. 8' MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION PANELS MAY HAVE A RIPPLED SURE GRIP OR A HEMMED EDGE • M T7 BLOCKING 1 3/3r VARIES .e" maw 1 SPECIAL NET PANEL SECTION 7/ ' 1 3/3c;' 3 7/32' 3 1/32' 3 7/32' 1 3/3?' 7'$' 1 +1+ MOUNTING HOLES 12 1/2' 0.C. CROSS SECTIONS STUD 144Y OE WALLED 8M REVERSE OIREC11ON 2 1/4' ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE 0R MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULT7M4TE LOAD VALUES SHOWN 1/4" D14. RAWL LON/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — M/N. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIM TENSILE 1870 — MIN. SHEAR 1730 — 7/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — M/N. SHEAR 1340 — 7/8" MIN. EMMA IN MASONRY 1/4' PERMA —SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EME/ED. 1N CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY 1/4" ?AM,4C NAILIN BY RAWL (24MAC HAMMER DRIVES ) MIN. TENSILE 980 - mot SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE M /AL TENSILE 730 — MIN. SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4' STEEL LAGS 0R LARGER WITH 1" AI/N. THREAD PENETRATION. 1/4 -20 BRASS WOOD BUSHINGS OR 1/4' ELCO PANEL MATES WITH 1 7/8" MIN. THREAD PENETRA77ON. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBE011 MS IT SHALL BE THE RESPONSIBIL7Y OF TIME CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO ;MEMO THE ADDITIONAL LOWS AND INSURE PROPER ANCHORAGE: EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING " METALTECH. INC. HIILEAH. FL ' ' DADE COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR TENANT LOCATED AN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING " STOW PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS All REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED PEAABWENT FASTENER COMPONENTS. EMBEDDED ANCH08 BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE MUST BE PROTECTED ADA1N.ST CORROSION, CONTAMINATION AND DAMAGE AT ALL 7TME rAtt. STUDS 3/8'(Tn9.) ALL NIMMONS NOUOWS SINNED TV � � � IN X 3/4 10"-^8 STAIMlESS STEEL 1KNURLED STUDS 2 a REFER 1tT APPLICATWOS pv W EELS 2 a 3 ANCHOR HORIZONTAL OR HOLES V LEGS ,ECG:].0 oo *WO 0 STUDDED ANGLE DETAIL 1 /s' x 1 1/2" FLAT STUDDED STRAP AMY BE USED IN PLACE OF ANGLE ROBERT S. MONSOUR, PE EB-- 0006024 :.... QQcuseei LNG. TIC. PILODUCT RENEWED as complying with the Florida guiding Code Acceptance No DINhion PRODUCT RASED as complying with the Florida Bolding Code Acceptumcc No O C • 0 4. Esp➢rcelen Row 1Lt_k 2.00 J' L-.<< 0 06/04/99 SP 06/25/99 SP 01/06/06 SP a DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION 'TYPE "Ca (-HEADER or SQ. DETAIL 2 AP SEE ANCHOR SCHEDULE CONNECTION TYPE '171 HEADER or S111 DETAIL 5 DETAIL 9 ...• o 0 erafEADER or SILL WTI*. . ,l.. '' ti4;': ILI 7.•_: • , • er,A HEADER or SILL RVII MAY 8E INSTALLED IN REVERSE DIRIXTION SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 NOTE* RE7N Lwey ON AU, WAD our CONOMONS AM ANGLE ME OR WWI TO CLOSE OFF ENDS FLOOR PLUG AND diACHINE SCREW AN 12 OG RILL STORM PANEL (7r.) RETURN PAN BMUS WES 1s40.11613 1/2 RAT BAR SIL JIM WIMMUIS r SPECIAL PAM. CONFIGURATION MAY Lt* Nig Amni on d331 31 NE #114 POP RIVETS TUBULAR Off 10-24 BOLTS 16 CONTINUOUS BLOCKING (RV, 3/16 ANGLE BOLTED TOWNS' WM 1/4-20 THIW sax w/ LOCK NUT 8- 0.0. USED AS HEADER 0R SILL 1" MW. SEE ANCHOR SCHEIXILE CONNECTION TYPE "Ew DETAIL 6 s% HEADER or SILL %21 MY BE INSTAUE0 IN REVERSE DIRECTION AS IN DETAIL 6 triA, CONTINUOUS BLOCKING ORV„wl 3/16 ANGLE B01.1131 70GE7HER 1/4-20 TINU BOLT W/ LOCK NUT er USED AS HEWER OR S711. PICIIPILPI MALT STOW PANS- 1 gill ; 41 4;44 .43 ,/ WRi P1 sisr*ANINOR SCHEDULE' CONTEMN TYPE Ne- DETAIL 4 .•• E.D.i _I_ tre'CI SEE ANCHOR SCHEDULE CONNECTION TYPE "A* NOTEW • • ,r_\CONBNUOUS BLOGING OR 3/16 ANGLE 1/4-20 MASHINE SCREW ANCHOR RAWL CALK—IN / WITH SIDEWALK BOLT O.C. w / 7/8" MIN. EMBEDMENT :3: MIN: EDGE DISTANCE ;POURED' CONCRETE ONLY 7 5/8" MAX. • . $87 pep ITAXSTUNI • r:. INANNUIN PANEL HINNY DETAIL 10 SLOTTED MOUNTING HMI MAY BE USED N CERIffl? WEB OF PA74 TYP. RJR ALL SPECIAL PAN APPLICATioNs r 1 (prism& usr OF WANGLE FOR PURPOSE OF ai WALL :•41' . FLOOR PLUG AND SCREW MINOR 'Par WADER IN RIP SILL 011 SOTTOM MAXIMUM OAP BETWEEN STROM PAWa AND D.L.O. SHALL NOT EXCEED 1/41 1/4-20 x 3/4 MARLED STUDS AS WEWED FROM FRONT VEW NTH RUNE= WINCNUTS MP.) INSIDE CLOSER PAN ASSEMBLY HORIZONTAL INSTALLATION ELEVATION OR OTHE:R HEADER or S1LL ROW 10 THAT APPLICATION FOR PROPER CONECBON TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 1\ \E.D. E.D.\ WINDOW OR DOOR °MORN 2 3/4" MAK. VERTICAL INSTALLA VON ELEVATION SEE ANCHOR SCHEDULE CONNECTION 111'PE "B" DETAIL 8 SEE ANCHOR SCHEME CONPECTION UPI ORO CONTINUOUS swam BOLTED TOGETHEJ? WITH 1/4-20 THAW BOLT W/ LOCK NUT 12" Oa STORM 12 NOTE:* ORO CONTINUOUS BLOCKING 1/4-20 x 3/4 KNURLED STUDS WM1 WASHERED WNGNUTS 12 1/2" 0.0. (7)?) may BE NOUN= VERTICALLY OR HORIZONTALLY DETAIL 1 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD, 7IIE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVffY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE PRODUCT RENEWS as complying with the phor, Bidding Code Acceptance No 07 do I _42 - „fr;• 11111111111,111111111111VAIMIllar PLAN VIEWS DETAIL 1 PANEL Nome) AT 8077011 TO PASS OM ma AND simaNur 81 81LL paii st4 Divhdon ROBE S. MONSOUR, PE EB —0006024 WP s ENCIANERING, PRODUCT REVISED mralaYktg with the Nom* Bidding Code Acceptance No 6 o Ex Date —7kAtir - / BY Mimi Dade Diviadon { REVISIONS BY 06/04/99 sP 6/25/99 sp 1/12/06 sr 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY CONNN;710N TYPE ;" • E.D: 4. RiDTO DEFECTION 7 CLASS STOPQ El` ER I 1 I 1 OHART 1/4 -20 FLOO PLUG WTH 1/4 -20 r, ' WOOD BUSHING HEADER OR SILL INTO WOOD NOTE: THE METALTEVH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDE) HEADER OR SILL. THE SHUTTER MAY 8E' ANCHORED DIRECTLY 70 THE STRUCTURE $W1 THE USE OF ONE OR A COMBINATION OF DETAIL 13 soul* t7I1AIL- 13 4" PANEL MATE SCREW WITH 14-20 STUD HEAD WASHERED WINGNUT HEADER OR SILL .' WOOD, CONCRETE OR MASONRY r 4X11a! cn*Ni�C TYPE "A" REFER TD DEFECTION CHART Meg TYPE "A" 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14-20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY 0 • •. NOTE* TYP! STUCCO FTNLSH REFER TO DEFECTION CHART STORAMUTIVELa ®O II•i'' 0..a�. " CON y floI •%YP! "A" rt1e 511,CGO 1 N51"AL LAT1 ON DETAIL 14 1/4-20 M E SCREW ANCHOR ,DETAIL 15 • co 0or°HEADER or SILL `— SCREWED OR �OL7ED TOGETHER WITH 1/4-20 THRU BOLT W/ LOCK NUT 12' 0.C. 4117(11E2, OR R 11//4 A BLOCKJNG . 1/4 -20 MACHINE SCREW ANCHOR RA$L CALK-IN / WJTH SIDEWALK BOLT 3" O.C. w / 7/8" MIN. EMBEDMENT a 4 : 3* MIN. EDGE DISTANCE POURED CONCRETE ONLY 503 PSF MAXM / PAM I IT 105" MAXM1 DETAIL 21 ADJUSTABLE HEADER OR SILL NOTE:* arey . 0'9,1 SE ANCHOR SCHEDULE CCMNC'110N TYPE "5" DETAIL 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND 771E ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE WITH 0.55 SPEC/FTC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE DETAIL 19 ROBERT S. MONSOUR, PE EB- ©006024 r ammo, Pm 1.125 DN MOLDED NYLON CAP 1/4-20 M/9 F1DOR PLU MOW 1' KN11. DETAIL 20 PRODUCT RENEWED as eonnp1. rr,;: with the Florida Bol!tiFN Conte Acceptance No 0 Ezpiratioo • • 71%.717--- 08 12 By Dlvkdon PRODUCT REVISED as Code whit the Fluids Bolding Acceptance IVe . . — v • a. REYISIONS ENS 06/04/99 SP 06/25/9 01/12/06 SP SP � J g3 i ag .e x u reco: H� W, r. FRONT VIEW SIDE VIEW 20ga $ t i. I139 "' MAX. PANEL HEIGHT PANEL. DEFLECTION CHART PANEL HEIGHT NEGATIVE DESIGN Pik 0-64" 64 -106" 109" 139" WALL MOUNT 1 1/4" 2" 2 1/2" INSIDE MOUNT 1 1/4" 2" 2 1/2" BUILD OUT 1 1/4" 2" 2 1/2" MINIMUM DISTANCE BETWEEN GLASS AND PANEL POSITIVE DEIGN PREP NEGATIVE DESIGN Pik ALLOWABLE PANEL SPAN 34.15 36.88 139" 36.88 44.40 136" 37.98 47.81 135" 40.43 51.23 133" 42.89 58.06 131 " 45.08 61.47 129" 49.02 66.85 127" 52.40 71.46 125" 55.22 75.30 123" 59.73 81.45 121 " 63.67 86.83 115" 67.06 91.44 109" a. 2Oga STEEL STORM PANEL t7 1 MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "E" DETAIL 13 ON SHEET 3 DETAIL 3,4, & 8 ON SHEET 2 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANB. TOP & BOTTOM NO NOR. OR SILL FASTENER MUST BE IN ANY PART OF THE NORROW PORTION OF KEY HOLE OR A KEY HOLE WASHER IS REQUIRED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE KEY HOLE WASHER IS NOT REQUIRED BUT MY BE USED. DETAIL "F" PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY ]Is DETAIL 3,4, & 8 ON SHEET 2 REFER TO PANEL DEFLECTION CHARTS FOR MINIMUM SEPERAT/ON TO THE GLASS HEADER AND SILL TYPE MAY VARY. DEPENDING ON APPLICATION WALL MOUNT ANCHORING PANEL TOP & BOTTOM i$9171 STS NOR/SILL DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4. AND 8 ON SHEET 2 WALL MOUNT vim Hot AND SILL DETAILS 5,7,9,10 AND. 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 BUILD OUT *TIN NOR. AND SILL TYPICAL SECTION. VIEWS ROBERT S. MONSOUR, PE EB-0006024 WV ENGINEERING, NC. DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT IRTH HOR AND SILL PRODUCT' RENEWED as complying with the Merida Baiding Code Acceptance No 0 Eupiration $ at BY Division PRODUCT MISSED "zs coropk.rtn cwSUi Coo Reside Szitika-g Cale Azzaud azsr hi, Expir•:,. B 0 . ad " st Control iD Division 04 2.007 BUILDING CODE COMPLIANCE REVISIONS 06/04/99 SP 06/25/99 SP 4. I u z � g w r 1 • SEP /i/R9/RSM 01A/99 9 7 ..� A N C H O R S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONECTION TYPE UP TO 59.6 PSF UPTO 71.5 PSF POUREDOCNd4Akit CONCRETEBLOCK POUREDCONNCTErE CONCRETEBLO K CCNJECTION TYPE CONECTION TYPE C ONECION TYPE CONEC11ON TYPE ANCHOR TYPE P A N E L E.D. A B C I D I E A I B C I D I E A I S I C I D E A I B C D I E 1/4" RAWL 68" SPAN 3° 16 : 13 : 8 : 13 13 16 ., 13 , 7 1 13 13 16 : 13 • 5 • 13 13 16 : 13 : 10 13 13 18 ' 13 ; 8 13 13 16 • 13 • 6 13 13 16 : 13 7 13 : 13 16 t 13 5 13 13 14 : 13 4 13 13 16 13 .: 8 : 13 : 13 16 13 ; 8 ' 13 • 13 14 13 : 4 : 13 : 13 2" 11111=111:111 11!4° LOK/BOLT (SLEEVE ANCHOR) 1118° MIN. EMBEDMENT • 88" SPAN 3" 16 : 13 ; 6 : 13 : 13 15 • 11 ; 5 ; 13 ; 13 13 : 10 ; 4 : 13 : 13 16. : 13 : 7 13 13 15 i 11 ; 6 13 13 13 : 10 : 5 13 13 14 ; 6 5 9 : 10 12 rt 6 4 8 99 11 . 5 3 7 : 8 14 6 6 : 9 ; 10 12 6 5 ; 8 t 9 11 5 4 : 7 : 8 2° 1 1/4° 10.5" span 3" 14 6 5 : 9 : 10 12 , 6 4; 8 ;, 9 11 5 3 : 7 : 8 14 ; 7 : 8 9 10 12 ' 6` 5 8 9 11 5 4 7 8 11 ; 4 : 4 : 5 ; 4 10 • • 4; 4; 5: 4 9 : 3 : 3 ; 4 12 • 4 ; 5 ; 5 ; 4 10 4; 4 ; 5 r 4 9 3: 3 : 4 2° 11/4° 126' Wan 3" 11 4 ; 4 5 ; 4 10 4 4 5: 4 9 3 3 4 3 12 4' 5 : 5 4 10 4 4 5 4 9 3 3 4 3 10 • 8 3 4 • 4 : t 3 3 3 :,10 : 3 ; 4 ::4 k { 9. 3. 3. 3 3: eia 2° 11/4° 140" span 3° 10 3 4 4 3 10 3 4 8 3 �, 3• 4 3 rrr r t� >k 8 v y 8 1x.3 3 3° 3 1 1/4 r 66" SPAN 3" 16 ;13 ; 7 ; 13 ;13 15 : 13 : 6 : 13 L 3 14 : 13 : 5 : 13 : 13 13 ;13 ; 6 ;13 13 12 : 12 : 5 : 12 : 12 10 : 10 : 4 : 10 : 10 15 ;13 ; 6 13 ; 13 13 : 13 L 5 ; 13 . 13 12 : 12 : 4 : 12 : 12 11 :11 :5 ;11 ; 11 10 : 10 : 4 • 10 : 10 9 : 9 : 3 : 9 : 9 r 1114° D 1/4" RAWLZAMAC (HAMMER 1318" MIN. EMBEDMENT 1 1/4° MIN. EMBEDMENT 68" SPAN 3" 13 10 ; 6; 13 ; 13 12 . 9 • 5 : 12 : 12 11 8: 4 : 11 : 11 10 ; 8 1 5 10 10 9 • 7 : 4 9 . 9 8 : 6 : 3 8 8 11 t 5 5 7 r 8 10 • 5 4 . 6 • 7 9 : 4 3 . 6 : 6 8 7 7 4; 4; 5 1 6 3 • 3 • 5 • 5 3 : 3 : 4 : 5 NAWN DRIVE DRIVE) IN CONCRETE IN BLOCK 2° 1 1 /4° 105° span 3" 11 5 5; 7 8 10 5 4: 7 : 7 9 4 3 6 7 8 4, 4 5 6 7 : 4 : 3 ; 5 6 7 : 3 : 3 4 5 9 1 3 4 4; 3 8 • 3 3 4 : 3 8 3 3 4 3 7 6 6 .` 4 a 3 3 • 3 3 : 3 4 2" 1 1/4° 126" span 3" 9 3; 4 1 4 3 8 3. 3. 4. 3 8 3; 3 4 3 7 3 3 3_ 6 & I` 3: 3 s ,. 6 «� 3 i - "N'^�1 - 8 7 =� �� 3 ; 3 3 $ t 'i *.+. 4" 1+ 5 %�. 2° 11/4° 6 -r+k` . 140" span 3 3 j ��' 2° 7 k i 11/4° 114" 1 1/2" 1 VARIOUS Y ':;;ii!'•1�5�.•M W �j (MASONRY RAWL 1/4" ELCO MIN. EMBEDMENT 1/4° MIN. PERMA EMBEDMENT HEAD TYPES m mm .1 . MI �Xi SCREWS) -SEAL TAPPER PANEL MATES IN CONCRETE IN BLOCK 88° SPAN 3" 16 : 13 ; 11 13 • 13 16 : 13 : 9 13 : 13 16 : 13 : 8 13 X 13 16 13 ; 7 ; 13 ; 13 14 13 : 6 : 13 : 13 13 13 ; 5 ; 13 ; 13 ' 16 ; 13 : 9 ; 13 ; 13 16 : 13 : 8 : 13 : 13 16 ; 13 ; 6 ; 13 : 13 13 ; 13 ; 6 ; 13 ; 13 12 : 12 : 5 ; 12 : 12 10 10 4 10 10 2" 11/4° 88° SPAN 3" 16 13 9 : 13 • 13 16 13 . 7 . 13 13 16 ; 13 6 13 13 12 : 9 • 5 12 12 11 : 8 : 4 11 11 10 7 4 10 10 16 • 8 7 11 12 15 : 7 6 10 11 14 7 5 9 10 10 5 4 6 7 9 4 4 . 6 : 6 8 4 3 5 6 2" 1114" 105° span 3 " 16 , 8. 7. 11 13 16 7 6 10 : 12 14 7 '• 5 9 10 10 • 5. 4 L 7 8 9 4 4 6 7 8. 4 3 5 6 15 : 5 6 7: 5 13 5 5 6. 5 12 4 4 5 4 8 3 4. 4: 3 8' 3' 3: 4 3 7 O!k, Iiit 3 3 2" 1 114" 126° span 3" 15 5. 8. 7 L 5 13 5 5 6 5 12 4 4 5 4 8. 3. 4 4 • 3 8 3 3: 4 3 7 ,�y ,w� ; 3 P, 3 12 • 4 5 5. 3 11 • 3 4 4 3 10 3 3 4 • 3 7r 3 3 6 3 "t § , 6 .� ;��' 2" 1 1/4" 140" span 3` 12 4 5 5 3 11 3 4 4 a 3 10 3 3 4 3 7 n 8 3 ky 6 3 6 r"'�t s >� � 4 r >' F. �� v ' �. 2U 11 /4° 68" SPAN 3" 16 13 : 12 : 13 : 13 18 13 ' 10 ; 13 : 13 16 1 3 ' ; 8 X 1 3 : 1 3 16 : 13 . 7 : 13 ; 13 14 : 13 : 6 : 13 : 13 13 ` 1 3 r 5 ; 1 3 ; 1 3 16 : 13 10 : 13 : 13 16 ' 13 9 : 13 : 13 16 H3 7 ; 1 3 ` 1 3 13 13 :' 6 13 : 13 12 12 : 5 : 12 : 12 10 10': 4 ;10 ;10 2.5" 1/4-20 RAWL (MACHINE 7/8" x 7/8" ,112" CALK-IN SCREW MIN. EMBEDMENT DIA. ANCHOR) 2" 88" SPAN 3" 16 tt 13 9 : 13 : 13 16 13 8 : 13 ' 13 16 13 6 ; 13 ; 13 12 : 9 : 5 12 : 12 11 : 8 : 5 11 : 11 10 : 7 f 4 10 : 10 16 10 8 : 13 13 16 9 7 : 12 13 16 8 5 ; 11 12 10 5 : 4 : 6 : 7 9 4 : 4 ; 6 : 6 8 4 : 3 `• 5 r 6 2.5" 2° 105" span 3" 16 10 : 8 : 13 : 13 16 9 7 13 13 16 8 5 11 13 10 5 : 4 7 8 9 4 4 6 7 8 4 •` 3 5 6 16 : 6 : 7 : 8 : 3 16 6 6 8 3 14 • 5 4 7 3 8 8 7 3 : 4 : 4 : 3 3 3 4 3 .,> ^ '3 : 3' 3 2.5" 2° 126" span 3° 16 : 6 : 7 8 • 7 16 6 6 8 6 14 • 5 4 7 : 5 8 3: 4 i 4 3 8 3' 3 4 3 7, 3 3 • 3 15 • 4 6: 6 °` 13 : 4 5 5 Y 12 7 6 3 3 .° 3 C t . ' 2.5" 2° 140° span 3" 15 4 6 6 4 14 1, 4 5 5 e 4 12 • 4 ; 4 5 3 7 6 6 3." ; 3 ' .ygti^ ,s' ' iF Fu. .a..� � Y Y?`,'g f•� R r�F �$ �$ F � 51� ` �4 `'... ', 25 2" NOTE& SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERIANING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS" DESIGN LOADS REFER TO NWT 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDMONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILRY OF THE CONTRACTOR TO VERIFY 7H•tE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE EB- 0006024 RA"IMS EIIGII!eEQIr1G, IPIC (PRODUCT RENEWED as complying wfth the P1olli Disilkg Code Accep;soce No ration to BY Nom Division • 08 /2 e Prod . Control PRODUCT REVLSED as complying Max tie mr!d atidim Code AectVanve Na0 ExOrattea By 01/7•©4 k.4fr 007 Division REVISIONS BY 06/04/99 06/25/99 01/06/06 SP SP SP SFP /J▪ R1▪ 3 NM I& 01/15/99 srowN 99002 weer 5 A N C H O R S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONECTION TYPE UP TO 81.5 PSF UPTO 91.4 PSF POURED CONCTETE CONCRETE BLOCK POURED CONCTET CONCRETE BOCK CONECUON TYPE CONECTION TYPE CONECTION TYPE CONECTION TYPE ANCHOR TYPE P A N E L E.D. A I B I C I D E A I B I C I D I E A I B I C D E A I B I C I D E 1/4" RAWL ` ° SPAN 3° 15 : 10 : 6 : 13 : 13 14 9 5 13 13 12 : 8 : 4 : 12 ' 12 16 : 10 : 7 13 13 .14 9 6 13 13 12 • 8 • 4 12 12 13 : 7 5 9 ; 11 12 6 4 8 8 11 ; 5 3 7 9 13 7 : 6 : 9 11 12 6 J 5 ; 8 10 11 5 4 7 9 2" ill 1114° I 1 LOKBOLT (SLEEVE ANCHOR) 1 1t8" ANN. EMBEDMENT • 88" SPAN 3° 12 4 5 6 5 11 4 1 4 • 5 4 10 4. 3. 5 4 12 5 5 8 5 11 4 4 5 5 10 4. 3: 5. 4 11 3 4 5 3 9 3 3 4 3 9 3 3 4. 3 11 4 5 5 3 10 3 4' 4 3 9. 3. 3. 4. 3 2" 11/4° 1U5° span 7 10 3 4 4 9 3 ' 3 • 4 '.r,:. *w.*r 8 ��r'� =` -- 3 3 3 ro � 10 3 5. 4 3 9' 3 4 4 3 ,:- 8 �a �;A 3 3 °:: y`µ`. 9 '`' 3 3 ; ' 8 1`'' 3 3 Y V" U; 4�f.;,; ¢•,a-yy,, ^.t,: r ,..��`., 7 �3,°�;ra+xt.,� "..�.�� 3 k �t 9. 3: 4 3 ": = ,4 , t 8 3 3 1` Vic: s r C 7� `�" 3 3 2 ° 1 1/4° 128° span `�° ',i i?'+9J'. S J ii' i• `i! .ir - :°s '= �. •.'d.,x. ?•5: vy °e>F y�za�:4s. df ,� i� e,r aeYf38 4 y+ i., :1' . �r. mai'}nc �,s?-ii .. ,yd °' t : ,£;.i 1...?t 0 %.c.. 3`' kt y$i:�.`, .. q. is : .y' M w % d3 C'• ) �� •.w1q. $A- y''F , fi Tt ✓53 ` tT i { . tij`i:j,`�:?ss,, _ . " 3; m•S!�y try@r -.Y. h'e°n�u„ � d :a -. � Y+ N fa Tr ° -Pc s* . Y a :.� sh �yF T f` '^p � '$Mf p'Tmr x 4 u 7 K 4s 2{, A , • r ;K � d 2 ° 1 U4 140° span 3. ? i• +,t"k rt� p ., ,.+ °" .l.F ,+. • ,}ii# , ' " ' t' t ':w i yyo _- '•,�.`.' �.tt'5 . t S'i: J:�..,, �.:..m e+-:k'... . a.�? t -f'e , hF+� .`. r f�-x r 'e^�hF Q�, y , i ti 4� m•a` m. H�afi$;y.if t.? �' . -. +,.; s :v`'r�.a :h�.S� :v.ar. :° �r �;' �'_*?•= �� aa •_.7 r" •�' , hxsdfif d2u{N�s+s '. } a g:�b 3 ' i.'YYr- ' . t7 w:e''v.,A3 M. ;,f:4�,�.•+• d c:..,y� L e .k# r 'z,':r.,..: ». »,:..Tf 7,- .". �t �x'K G•'f.t�� ds , fKI' 3:a • 4. `i p S - Z te4 ,:: d v r i x .: §rr.=KZ'. .�i, .d 'F o9.+y.-,.'^ .-..- c a3' s n '»- .i:',. _ _ 3 -'.*5` n'3+�f 3 . 7' 11/4° 68" SPAN 3° 13 • 8 5 12 13 11 7 • 5 • 11 11 10 : 7 4 10 10 9 6 • 4 9 9 8 . : 5 : 4 8 : 8 8 : 5 : 3 7 8 11 5 5 8 9 10 5 4 • 7 • 8 9 4 : 3 6 : 7 8 • 4 4 • 6 7 8 4 ' 3 • 5 : 8 7: 3: 3: 4. 5 2" 1114° 88" SPAN 3" 10 4 4 • 5 • 4 9 3. 3. 4 4 8 3 3 4 3 7 • 3 3 4 3 7k, 3 3 3 6 3 9 3 4 4 • 3 8 3 3 3 F a�i 7 r 3 7r 3 t 3 6 } ° 3 1/4° RAWL 7AMAC (HAMMER 1318° MN. EMBEDMENT 1 1/4" MIN. EMBEDMENT NAILIN DRIVE DRIVE) IN CONCRETE IN BLOCK 2" 1 1/4" 105° span 3° 8 3 4 6 : 3 1 .3� r' 7 3 3 ae'e 5 k 3 a,L x 3 er Y e p r f2 • Sd 2" 7 , 7 ``" '' +'13 Pi r °asY 2�Y'a x 'i''F•M'•. fiµ.' - Y. F °=✓ ''L". ' �tt ik'..'.Y'S ?a 'j.e 1 114" 126° span 3. ��tt� i �� ° ' �tX f . t.. T .d�t .;- . ..j'�,y F u :.* h : n.t ' etiP _v , : 6' .4- ! b•,t"P,ra f 2 1 1/4 " 140° span 3" N..:f h fit i 1 J d Aj�9 d <�' d 71 V� 6 Y ;T X m<d fi w N 4 1 gw h iS v" �q maa , m4 <• . - 5✓ �8 h6 +a u q? -0 a. i A j `i 9 td 2° 1 114° VARIOUS HEAD TYPES 66" SPAN 3" 16 • 13 • 8 13 13 16 : 11 : 7 13 : 13 16 10 6 13 : 13 11 7 5 11 11 10 : 6 : 4 : 10 : 10 9 6 3 9 9 16 7 12 • 13 16 : 8 : 6 10 12 14 7 • 5 9 11 10 5 9 4 4 6 7 8 41 3 5 6 r 1 .1 - -U- MI-', ■'\\V\ 5\ I- . _›.- ill �t(, 011 �- (MASONRY SCREWS) 1/4° RAWL PERMA -SEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2 MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK . 1 1/4° 88 SPAN 3" 15 6 6 8 8 14 5 5 7 6 12 5 4 6 5 9. 3. 4 4 4 8 3. 3 4 3 7 3 3 4 3 14 4 6 6 4 12 4 5 5 4 11 4 4 5 3 8 3 3 3 7 '_i x 3 3 6 2" 1 114" 105° span 3' 13 4 5: 5 4 11 3 4 ; 5 3 10 3 4 4 3 7 ' 3. 3 e 7 4� 3 3 11 • 3 5 4 10 : 3 4 4 9 3 3 2° 1 114° 6 +' t 126° span 3° NF a � �4 5 �v rt .Y a ` tg ' �• - r` � q }i a ! w�^ k # ra a g i Y 3 -'. . 2° 1/4 1 1/4" w r Span 3. c 'O$' PWf iJ ir .f .'l ° � .i . r fc140" � "L .%_i4�•'.1 Y 'y .Y I * - 4 #x ,Y$YM1` y `y w . 1 f m . d fz:g ,. . ep. a- M 'us t . . . . 1 0 o yf. Y � . . i �" ! a . . .. 1 m 's, i3W:lrt (s .• t' { ' i3 Y ' _d .. , tr,F t " .:.�`'.; 76.5 '• � r � 2 114 . 68" SPAN 3° 16 13 : 9 13 13 16 13 7 : 13 13 16 12 . 6 r 13 13 11 7 5 : 11 11 10 7 4 10 10 9 : 6 ', 3 • 9 9 16 • 10 8 13 13 18 9 7 13 : 13 16 ., 8 5 12 , 13 10 5 4 7 8 9 4 4 : 6 7 8 4 • 3 : 5 6 2.5" III 1/4-20 RAWL (MACHINE 718 x 7/7 ,1/2" CALK -IN SCREW MIN. EMBEDMENT 111F��jJjj I DIA. ANCHOR) j 2" 88° SPAN 3° 16 7 7 9 8 16 6 6 8 7 15 • 6 4 8. 6 9 3 4 4 4 8 • 3 3 4 3 7' 3. 3. 4 • 3 16 5 6 7 5 15 5 5 6 5 13 r 4 4 6' 4 8 7 6 3 3 3 3 K:: 3 3 y }r7x °' < %< 2.5" 2" 105 span 3" 16 5 6 6 4 14 ' 4 .4 13 7 f 3 i 4 „ 3 . 3 1 ' : 7 6 3 { =r . , 25 2° 126" span 3" . ti-i r 4 . pf � 4 °-M� . r " M Mt Ol S4 . by ry vF c• 't. xt . f� _, �. J r �+ MB -> 3: t - k ,h d5 2. • E:'4. S. ��.q� � 4 r i - H ks "y z i: :,�"': . ' xs °E .r 7: •u R: c •? -. .a,.. :' t+. �! T L^'4 1'lCi R' ... - '•�& J ». % . °:, J n . :f} N: 4 a "4 i+S . + - bi'h d�Fs ,e^{ . a F�1. °!d 'L Pj'✓; } " C.•4.' , . hs a.1 4- 1. A• -°- S.( tr .. (� a Y i 2.5 3 140" span 2.5q 2' •.Viv , kY.T'f NOTES: SPANS AND LOADS SHOWN N TTY SCHEDULE ARE FOR DETER/ M G ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS YS. DESIGN LOADS IBWER TO SHEET 4 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL f7NMSHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE EB-0006024 P, 11S E NGINEEIUNG. INC. PRODUCT REN1L� WRD as compHiig with the Florida Budding Code Accepteste No • i" • 12 Expiration e •TyG= 1i�,f'' PRODUCT REMISED as erveVfl'.tg wall the Wide O3'lsh,ip. Ca?i �iylpza 1ies x^xJa3c 0 ^ Mews - ';'3� "� * Coaxed ■ REVISIONS BY 06/04/99 06/25/99 01/06/06 SP SP l SEI /RSM. 01M//9,,9 SlVn^ 99002 war or 7 rm A N C H O R S C H E D U L E - -WOOD APPLICATIONS ANCHOR TYPE fPnwlmmu> WOOD LAGS 1 MINIMUM TREAD PENETRATION p-zummum- WOOD LAGS 1° MINIMUM TREAD PENETRATION f WOOD LAGS 1" MINIMUM TREAD PENETRATION P2MWWWNMA WOOD LAGS 1" M NIMUM TR ' PENETRATION b1 A 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION �� 114" ELCO PANEL MATES 17/8" MIN. THREAD PENETRATION VERIOUS HEAD TYPES 114" MASONRY SCREWS 1 718" MIN. THREAD PENETRATION DIA. 1/4-20 1/4" 5116° 7/16 1/4" 1/4" 1/4" - SPAN 88" SPAN 105" SPAN 126" SPAN 150" SPAN 68" SPAN 88" SPAN 105" SPAN 126" SPAN 150" SPAN 88" SPAN 88" SPAN 105" SPAN 128° SPAN •150" SPAN 68" SPAN 88" SPAN 105" SPAN 126" SPAN 150" SPAN 68" SPAN 86" SPAN 105" SPAN 128° SPAN 150" SPAN 68" SPAN 88" SPAN 105" SPAN 126" SPAN 150° SPAN 68" SPAN 88" SPAN 105" SPAN 126" SPAN 150° SPAN 68" SPAN 88" SPAN 105° SPAN 126" SPAN 150" SPAN UP TO 59.5 PSF CONNECTION TYPE UPTO71.5 •-F CONNECTION TYPE UPTO81.5 PSF CONNECTION TYPE UP 091.4PSF CONNECTION TYPE 16 16 16 13 11 13 13 8 11 : 13 : 13 9 ; 13 ; 13 7 : 11 : 12 5 • 6 : 6 : 5 3 • 5 : 4 : 3 16 16 16 15 1 13 12 : 13 : 13 • 13 9 5 4 9 : 13 13 8 ; 12 : 13 7 ; 7 ; 6 5 : 5 : 3 16 13 9 13 13 16 8 14 5 11 7 10 ; 12 6 : 6 : 5 3 : 5 : 4 • 5 16 16 13 . 10 : 13 13 8 15 5 13 4 8 : 12 : 13 T 7 i 6 5 • 5 • 6 16 12 8 : 13 13 14 5 12 4 6 7 6 5 : 5 3 16 16 13 6 13 4 9 : 13 : 13 7 8 7 r 6 ; 5 • 4 SPANS AND LOADS SHOWN N TFIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURE.LY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDI77ONS THAT ARE NOT ACCEPTABLE. IT .SHALL BE THE RESPONS!BILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUT rte SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE EB- 0006024 PR111s macaw, cEi w, plc. PRODUCT RENEWED as omitting with the /quids Balding Cote Acceptance No Expiration BY Miami DOM -0125.08 PRODUCT R�1 /SED as cncTia Lag ReWet the E%iiv.ze, Cods Acscpxiv:.: ^10 O d Of Explraleata kola REVISIONS BY 06/04/99 SP 06/25/99 s 01/06/06 SP I 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 MAY 1 3 2011 v BUILDING Permit No. 619 D A(11 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): S "-'u1 le. Phone #: -C ' q 44 '6g(2. Address: 5 N) 106 Sl City: H i f -t-Uf Q ,3 State: I O R-c Zip: 1 J Tenant/Lessee Name: Phone #: Email. VQ - Q4-i t z S A JOB ADDRESS: t\X)3 VOC:7 City: Miami Shores County: Miami Dade Zip: 3, (c® Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 0-0 3C.w ,tit2 k _ Phone #: Address: City: State: Zip: 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: ❑Addition DAlteration New ORepair/Replace UDemolition Description of Work: (7444/G6E 9/ (JMC ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * *** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 U • l _ O 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 / Signature Owner or Agent Contractor The foreg • n.� g instrument was ackno ed d before s The foregoing instrument was acknowledged before me this day o ', J i , 20 11 , by a v day of , 20 by who is ersonall known to me or who has produced T1 K „who is personally known to me or who has produced • 12 1) ' (14) kS identification and who did take an oath. as identification and who did take an oath. NOT Y PUBLIC: Sign: Print: My Commission Expires: ATP�0 a'.. i * * ** :: * * * *: * * ****** * * ***** * **** * * **4* *** *** : * * * * * **** * **** * * * *** ********* * ** * ** * ******* ** * * * * * * ** ** * * *** ■ NOTARY PUBLIC: `o3 Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /� n �� CHANGE OF CONTRACTOR / ARCHITECT Permit N.'I 0 4 - � "1 Owner's Name (Fee Simple Title Holder): 2g-1 Ve_ Phone #: t-e. t -6S/2- Owner's Address: $ N u 106 �f City: 1-0 I4-&-t "' i/vo>a State : 1 Zip Code: B is O Job Address (Of where work is being done): S tom. 3 \CCv City: Miami Shores State: Florida Zip Code: 3 \ D Contractor's Company Name: Me Ouinee Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect! Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: • .//"&( 771C1c t2S /I6 7/494,S — I hereby certify that the work has been abandoned and/or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the mi S armless for all legal involvement. Signature Signature owner or Agent Contractor or Architect The foregoing ins r ent was aknowle d efore me The foregoing instrument was aknowledged before me , � this day of 20I1,by ) S (36 ti—Bis day of , 20 by o i ersona ly known me or w o as produced who is personally known to me or who has produced o irsona ly known me or NO ') ' as indentification. as indentification. Notary Sign: Seal: t+ Notary Public: $ Sign: fib' �2� 1101- q�11� Li Seal: t5b. yo • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: :6/1rj 1 e DATE: Off' « - ?.O 1/ ADDRESS: g 10 Co S+- r (CO 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 for a 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 have 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. Initial 6.5 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. Initial g •.S 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 E 5 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. Initial S 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial (? S 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 ES 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. 5 Initial G- 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. Initial' 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 6 S 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 htto : //www.mvfloridalicense.com /dbpr /pro /cilbfindex.html Initial �. 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: kJ-) 1.0O S 33 l (© Initial • S 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. Initial 6.S 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 retumed 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 I day of M , 20 11 Produced ther who was personally known to me or who has 1/01--c 12-4)0 :2-(04 identification. OWNER A NOTARY $ �� 'e ,1 r:11:13 . 1 BUILDING CODE COMPLIANCE OlenCE •(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Alnfab Hurricane Shutters, Inc. 13000 N.W. 38th 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 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" Aluminum Storm Panels Shatter APPROVAL DOCUMENT: Drawing No. 03 -031, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 8 of 8, prepared by Tilteco, Inc., dated February 10, 2003, last revision #1 dated February 10, 2003 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel 'shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Apps oved ", 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 revises NOA # 00- 0128.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 03-0225.03 Expiration Date: 07/17/2003 Approval Date: 04/03/2003 Page 1 . • ■ - • ;{I • • • ► ,. • I. • a': •L• .. " • • • 11• . : ► • • - • ; . - ' - ' . • ; I • • • • - • • ; I 4 • . P J 4 * BASIC WIND SPEED = 146 mph CATEGORY II BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE' PROTECTED AGAINST' WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS * * * DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DE7ERM/NAT10N OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST , WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS yr ** • PEAK ROOF HEIGHT (h) L" FOWL OR LESS THAN 1 =6' L"" OREAIER THm 5'-8' AND LESS OR FOWL THAN 11'-0' L"" GREA7E R THAN 11'-0' AND LESS OR FOWL MAN 12' -J' t"" EQUAL OR LESS THAN 1 =8' L" MUTER THAN 5'-e' AND LESS OR EOWL THAN 11'-0' L" GREATER 1I&AN 11-0" AND LESS OR EQUAL THAN 12•-3' POSITIVE 1KUATNE MOM NEGATIVE POSI/M NYTAAfVF POSITIVE MMAME POSITIVE NE7t LIVE PRAIIVE mW.17W 0' - 75' 54.7 73.2 51.8 67.1 48.3 59.9 71.8 90.3 69.0 • 84.2 65.5 i 77.0 )15'-20' 58.1 778 53.1 71.3 57.4 616 76.3 96.0 73.3 89.5 69.6 81.8 > 20"-2.5' 60.9 81.5 57.7 74.7 53.8 66.8 80.0 100.6 76.8 93.8 72.9 1 85.7 . > 25' -.70' 63.2 f 84.7 60.0 77.6 55.9 69,3 83.1 104.5 79.8 j 97.4 75.8 I 89.1 > .10 '-441' 67.2 j 90.0 65.7 82.5 59.4 716 88.3 111.0 84.8 ! 10.15 80.5 j 94.7 > 40'-50' 70.4 I 94.3 66.8 86.4 62.3 7Z 1 92.5 1 16.4 88.9 108.5 84.4 { 99.2 > 50 -60' 73.2 i' 98.0 69.4 89.8 64.7 80.1 98.1 120.9 92.3 i 112.7 87.7 103.1 :U .'1 G' P _• ;•• • v 0 N I_P •' C• '•,_ b . •1►l,G - F•; 7 -'; - •._ ;•0 H ,T _ ' AN .0 F_At xr . - - -. * INDICATED PRESSURES CORRESPOND 70 THE MAMAS END ZONE AND IVR .4 L R0 ANC SLOPES STORM PANEL LeiG7K ** L ACCORDION SHUTTER 8tADE LENGTH OR BAHAAAA SHUTTER * ** PRODUCTS MICH BEM A COUNTY PRooucr APPROVAL BASIC WIND SPEED = 146 mph CATEGORY II BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH &M HZ= .TED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FORA GIVEN OPENING OR OPENINGS' OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING AND WHICH ARF NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS * ** IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** PEAK ROOF HEIGHT (h) L•" EQUAL OR LESS 714414 11'-0' L° GREATER THAN 71'-0' AND LESS OR EQUAL THAN l2' -3' L•" EQUAL OR LESS THAN 11'-0' L" GREATER THAN 11 " -0' AND LESS OR EQUAL THAN 12' -3" * VALID FOR CITY OF MLAM1 BEACH, SURFSIDE, BAL HARBOUR, SUNNY ISLES, GOLDEN BEACH, AVENTURA AND NORTH MWON BEACH. POSIMB ADAM PAM MY.I1M POSTDv( NEGATIVE POSTIIVE MDZAHVE > 80' - 70' 69.2 126.9 6 62.9 109.1 92.9 150.6 86.6 132.8 > 70' - 80' 71.2 130.5 64.7 1122 95.5 154.9 89.1 136.6 > 80' - 90' 73.0 133.7 66.3 11"0.0 97.9 158.7 91.3 140.0 > 90' - 100' 74.6 136.7 67.8 1176 100.1 162.3 93.4 143.1 > 100' - 120'. 775 1 142.1 70.5 122.2 104.1 168.6 97.0 148.7 4 OF '(a > 120' - 140' 80.1 146.8 72.8 126.2 107.5 174.2 100.2 153.7 4 > 740' - 160' 82.3 151.0 74.9 129.8 110.6 179.2 103.1 158.0 4°4%0 M�° >.160' - 180' 84.4 _ 154.8 76.7 1311 1133 183.7 105.7 162.0 > 180' - 200' 86.3 158.2 78.5 136.1 115.9 187.8 108.0 165.6 > 200' - 250' 90.5 165.8 82.2 142.6 121.4 196.8 113.2 173.6 > 250' - .IU0' 94.0 172.3 85:5 148.2 1262 204.5 117.7 180.4 > 300' - .750' 9Z 1 178.0 88.3 153.1 130.4 211.3 121.5 186.3 > 350' - 400' 99.9 183.1 90.8 15Z4 134.1 217.3 125.0 191.7 BUILDING SCHEiIL4 17C > 400' - 450' 1024 1877 93.1 161.4 137.4 2228 128.1 1965 > 430' - 500' 104.7 j 191.9 95.2 165.0 140.5 227.8 131.0 200.9 7.) MT CERTIFIED SIGNED AND SFALE0 WIND L0A4 SCHEDULE PREPARED BY THIS ENGINEER, BASED ON ASCE 7 -98 SECTION 6 STANDARD, RJR A BASIC WIND SPEED OF 148 MPH AND APPLICABLE IMPORTANCE FACTORS st EXPOSUREA IS C01F117ELY CO4ERAC a10 DOES NOT PROVIDE INFORMATION FORA SITE SPECFIC PROJECT 2.) THIS WIND LOAD SCHEDULE MUST BE SIGNED SEALED AND DA180 BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILLDOMG PERM?. J.) CONTRACTOR OR PERMIT HOLDER TO El 4' RESPONSTBL.E• FOR 771E SELECTION OF DESIGN WIND L0.403 EASED ON THIS GENERIC WIND 10AD SCHEDULE 4.) THIS WINO LOAD SCHEDULE .ALL BE CONSIDERED INVALID IF ALTERED (L.. HIGHLIGHTED, MARKED CIRCLED, ETC.) BY ANY MEANS. 5.) DESIGN WINO LOADS SELECTED BY THE CONTRACTOR 0R PERMIT HOLDER FROM THIS WIND LOAD St:HOULE SHALL BE INDICATED ON A SEPARATE '-' 2001 FLORIDA BUILDING CODE - MIAMI-DADE COUNTY ,y ,� '�G ASCE 7 -98 / WIND LOAD SCHEDULES STORM PANELS ACCORDION & BAHAAIA SHUTTERS As SHOWN SCALE WIND LOA SPEED . SCHEDULE mph EXPOSURE C, Kr/ - 1.00 4�TE GATE // J IL `\ E C C I RC. • 02-244 DRAWING No TM1JT 1[S1M3 t ENQIN®tlND COMPANY OBS M9 7,,e yx Tn, trri oNOExs, F[ 11111 Pub.• : ta]a .Far : (,7p1p7/ -fart I 719 WALTER A TRL1f Jr. P. E FLORIDA LUc .1 44187 DOCUMENT PREPARED BY THE CONTACTOR OR PERMIT HOLDER (e.g., SPREADSHEET,, OPIII/NG SCHEDULE/CHART, ETC). ` �jt'//L'O ""� 1°t r OoO�isr ' Our Alt I. ar1l_,sr Otrr - J : SHEET 1 Of I / r - - F IS 1.050' 1.400' 2.041" 14.800' (TOTAL WIDTH) 1.230" 1.400' I I 1.400' 1"1"=.063" ALUMINUM 2.041' 1.400' 1.050" L � L TJ .010' Deep x /,� 90 0 Max. 1 Min. .075" .250' -i i-- 1-1.250"- ® 7" TRACK SCALE: 1/2' = 1' 55.50" I 12.000' (ttttCTNE WIDTH) 1(I) PANEL SCALE: ..1/8"- r" r -.725" 90 x .030' DP (6) 188' Dia. In 1-.250" ® WEDGE PIN (1" LONG) (6005 -75 ALUMINUM ALLO1 ) SCALE 1/2' = 1' R. CONCRETE ANCHORS (SEE SCHEDULE) 0 0 UNBOLTED PANELS (SEE SCHEDULE) 1/4'0 S.S. STUD RIVE IwU ANGLE 0 12" 0.C. ' Mox3. 1 Min. 0 • ti '1 (3) FULL R. 2..157" -.. 094' $ R. O. • .250' .093" R. 0. 250' I-- 2.125' HEADER 6005 -13 ALUMINUM ALLOY) SCALE:: 1/2" = 1' • .093' I t�- 2.000 "-I © ANGLE WITH STUD SCALE. 1/2" - 1- dIBOLTEDPANELS 8 ',' ' V W/ 1/4 0 -20 M.S. BOLT W/ 7/8"x3/32" WING MAID PAN 0 (SEE OVERLAPS L3' CONCRETEKANCHORS (SEE SCHEDULE) 3'--J Max. Wax. SCALE 1 1/2' = 1' -0" STORM PANEL ET,F,'VATION 1_1/4" Max. CAP 1/4" Max. GAP F-- SECTION A -A SCALE 7 1/2' = 1. -0" F^2" Max.--1 1/4'0 S.S. 57110 R14£TED TO ANGLE 0 12" O.C. I-- 2' Max. --1 .125'- Typ. h_ ^I ` (3) 2.125' FULL R. 2.357" R. 0. ' .250' ti ®arlANNL SCALE: 1/2' = 1' .125"" ----I I°- T)p. 0 CHANNEL W1771 SCALE: 1/2" = 1' .12115" 2.000' STUD ® HEZ4DER (6005 -T5 ALUMINUM ALLOY) SCALE 1/2' - 1' .188' IN 1• 43 No R.062"1 .125" 7" TRACK SCALE: 1/2' = 1" ti - n "1 to • (e) 7MS PRODUCT APPROVAL. DOCUNEM WILL BE CONSIDERED /WILD F Mt7QF7 .063' ---4 I I k- • 1875" DETAIL 1: STUD W/ WING NUT SCALE: 1 ' : 1' GENERAL NOTES; 1. 5710 PANE sHowN ON THIS PRODUCT AFPRCP.W. JCCUMEM HIS BEEN DESIGNED IN ACCOROMCE MOT}/ THE 2001 ED77cW C1N" wee &ALONG CODE DESCH WIND L34D5 9MLL /E Oc7ERM/NED AS PER sronoY 1819 of THE ABOVE MENTIONED =OE FCR A BASC MWO SPA OF 74e Tye AND IN ACCORDANCE W/ ASC' 7-98 STANDARD STOW PANELS AQEIOIMC.Y FOR MNPACT MD FATIGUE RET.rS'7MK•E HIS arm, YER07E3 My ACCORD/ACE Nrni . r17QN5 ?sot 7.4 CV" THE Aa44E ME7NTANETI COPE AS PER PA -201. R4 -207 AND 494-2G3 AS PER AiER1C.W TEST LAB REPORT / 062201 -90. 2. ALL AWNNG& SHEET METAL PANELS 37 U. AMIE 1012 -412 ALL0T. S ALL ALUMNUS/ DmL611ON5 MALL 111E 8083 -T8 ALLOY MUSS one: ow N01FII 4 All SCRETIS TD BE STAAKLSS' S7EEI 304 OR .776 SERIES w/ 3o HI ono PORT MAO 912 h mesas S7RETE77 OP coRR09QNH RESSZMIT C047W CARBON STEEL AS PER DN 30014 S BOLTS 10 BE 2024 -T4 ALUMINUM ALLOY. GALIONOTED QP STAND= STEEL. 8. ANCHORS TO MAUL, 944U. BE AS FOLLOWS (UNLESS WHENCE Nowa) (N 70 ExmmG POURED CONCRETE - 7/4'8 DfFiUN ANCHORS AS i 4MJFACIGMED BY LT.w SULD13• OR ELLD TExTRCYK - l /4 "I 2AM44C WAN ANCHORS AS AMNUFAC7LRED BY POWERS FtS7L711NG NC - I /4 "Ww7/8" CILIA-IN ANCHORS OR ELCO nail * /en.* "ANQ.W TE- AS MANUFACTURED BY POWERS FXSTFJ E. LNG AND L2:0 1FX7RONL RESPEL7A4ZY. NOTES A.1) MINIMUM M UM EMBcDLENT INTO POURED CONCRETE RETE Cr TOWN ANCHORS 6 1 3/41 FOR ZAM4C MEAN IS 1 3/711 & Fi]R ELCO ANAL:UN7ES 6 1 7/8' A.2) 7/8• CALK-IN AhCHSES .SHALL BE 011 LY EMBEDDED MO 118E POURED CONCRETE NO DIBEDMIDNT 1N70 STUCCO SN{LL BE rearm. V4.* -20 SCREWS USED SHALL. ar 1 1/2' LONG MY:W.M ShOL.LD STUCCO EXIST, AND 1' MIVIMUM FOR MALLS WITH NO S1UCC4 A3) IN CILSE 77447 PRECAST S7WNE; PRECAST CAAI(7E7E PANELS OR PAYERS 8E' FOOD ON THE COSTING MOLL OR FLOOR. ANCHORS 944LL BE LONG ENOUGH TO WAG,/ THE WWI S7RUL7LR£ BENVO SUCH PANELS ARCH GRACE SHILL BE AS INDICATED ON NC7ES A 1) & .4-2) ABDIE (B) TD O0SITNC CONCRETE BLOCK WALL: - l/4'► TAPCON ANCHORS AS MANUFACTURED S LT.W. MILDER OR E.CD TEXTRON. - 1/4 "0 ZAM4C NOUN ANCHORS AS AMNUFACTGRED 8Y POWERS FAS7EMN6 IVC. - 1/4"Mw7/8' CAU -!N ANCHORS OR ESCO matt d' ANnctt 7'ANaJWTE' AS MANUFACTURED 8Y POWERS FASTENING INC AND ELCo TEXTRON, RESPECTIVELY. NOTES; III) ANIMUS! DIBEDMENT OF TAPCtN ANCHOIM %AMMC NOUN & ELCO PAELA44TE INTO THE CONCRETE BLOp" LINT SHALL BE 1 1/4". a2) 7/8' CALK-IN ANCHORS DULL BE £W77REIr ELEXED 7170 THE CONCRETE &0O( UNIT. NO- Ell /BEDMENF- INTO - STUCCO 944.E BE PE7M477ED. - 7/4 "0-20 SCREWS USED SHALL BE 1 7/2" LDNa AJMML.W 94OUL0 STUCCO oast AND 1" UNARM FOP MALLS WT771 NO STUCCO. L1.5) IN G1.SE 77447 PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS7PVC MALL. ANCICIRS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENND SUCH PANELS. ANCHORAGE SLAUl BE 1 1/4' M/78MAM FOR ANCHORS MENTIONED IN 13'1) & 7/8' FOR ANCHORS MB1P IW N 8.2) WITH 38 bR immortal TIESD POW. (C) ANCHORS 5144L1 eE INSTALLED FOLLOWING ALL. OF THE REZOMMENOATR7NS AND SPECYFMCATANS CAS 174E AC71OR S MANUFACTURER. 7. PANELS 7*771 LENGTHS OVER 9 =4• SHALL BE BOLTED W/ 1/4'0-20 BOLT MID MMGNUT AT OVERLAP AO MDLENG'I7L 8. ROAMS MAY ALSO BE IN ALLED HOWZONTALLY FOLLOWING INSTALLATION LATKW DETAILS SHOWN ON SECTIONS 1 7HRU 8 (SLEET 2 & 3 OF 8) END COMPONENTS C) . ®.14 ),(?)&02) EXCEPT THAT HEWERS ©& ®SHALL NOT BE USED. 9. 1T SHALL BE THE RESPQN6BIUTr Cr 771 GC N1R4C7OR 7D YERr£Y 7HE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO 1=16 PROPER ANCHORAGE THIS SHUTTER SOLI ONLY BE ATTACHES TO CL1 CRETE: &OCX OR WCADO FRAME BUILDINGS 10. (o) Tt1S PRQOLACT APPROVAL DOLCME7NT (PAD.) PREPARED 8Y 7H6 ENGINEER 8 GENERIC AND ODES NOT PROVI[7E' INFORMATION FOR . SITE SPECFIC PROECP, LA. *HERE THE SHE comor oms DEVM7E FROM-71E P.A.D. (b) CONTRACTOR TD BE RE:SPOAMBLE FOR THE SEEL71AL PURCHASE AND INSTALLATION OF 7H6 PRODUCT BASED CAI THIS PRODUCT A"PRow L PROVIDED HE,/51E DOES NOT L EYMIE FROM THE COMMONS DETAILED ON 77175 DXL, NT.. COMPONENTS 4.000' ' I .125' 1 2" z 4" (Max.) z .125" ANGLE SCALE: 7/2" = 7" (d) 511E 9PECff7C PROJECTS SHALL BE PREPARED 8Y A FLORIDA RE1:87ERED E7NG/N&R OR APc287ECY MHxx1 WILL BECOME TIE PROFESSIONAL OF RECORD (P.O.R.) FOR 771E PRGJELT AND MHO MILL BE RESPONSIBLE FOR THE PROPER USE OF RE PAD. PROrrE59014.4L OF RECO40 ACING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER. MALL SUBMIT 70 INS TIE SITE SPEt7F7C DRAWINGS' FOR REVIEW. (0) THIS PAD. SHALL BEAR TIE 0416 AND ORAJN4L 5FA1. AND wormer of THE PROFESSIONAL DCINEP3R 77447 PREF%RED 17 11. SHUTTER MAMIFAt7UR 4 ' S770XER SHALL BE PLACED ON NNE EXATSED SURFACE OF THE CENTER FLANGE OF EVERY PANEL APPROXIMATELY 4' ABOVE THE BOTTOM OF SUOI PANEL S77CAER SHALL RED .45 FOLLOWS: ALUFAB HURRICANE SHUTTERS, INC. OPA L0061 R. - MiWi -CMDE COUNTY PRODUCT CVTROL APPROVED PRODUCT REVISED as complying with the Floods Sniffing Code tanceNo03 •0Z'�- .03 3 son Date . 17 . p ExAccepi By ! 1 u Miami Da Division Oct Contra F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY /1iriizNC.\ TILUT TESTING & ENGINEERING COMPANY 8345 N.W. 38th. Ste. 217, VIRGINIA GARDENS, FT. 33188 Phom : (305)871-153a . Fax : (305)871 -1531 ES- 0006719 WALTER A. TILLJT Jr., P. E. FLORIDA Lic. 44187 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA. FLORIDA 33054 2/10/03 DATE NtY. no OI3ONRION DATE KY. N. DATE 03 -031 DRAWING No 01.0 94-279 2/10/03 3 SHEET 1 OF 8 CONCRETE ANCHORS • (SEE SCIEDULE) /� g POURED CONCRETE REQUR£D 1 (SEE' SCHEDULE) FOR ARn. SEPARATION EXISTING GLASS POURED ' �{ CONCRETE OR CONCRETE 14 BLOCK W4LL REQUIRED /// / / / / / CONCRETE ANCHORS (SEE SCHEDULE) SECT7ON C ANCHOR Cont. y 4 3 Cont. CONCRETE ANCHORS (SEE SCHEDULE) c ..\ p--I :?.g POURED \ T 1 CONCRETE \ REQUIRED ci \ \ \ \ \ \\(1 (SEE SCHEDULE) FOR Hin. SEPARATION TO EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 FOR Ain. SEPARATION TO DOSTING GLASS POURED CONCRETE 4i OR CONCRETE BLOCK WALL REQUIRED 7/11Z3/12° N7NG NUT O EVERY STUD 0 12" O.C. SECTION ® STUD CONCRETE ANCHORS (SEE SCHEDULE) / / Cont. a 7/8 x3/32« *INC NUT 0 EVERY STUD O 12" 0.0 ® Cant CALK -IN OR ELCO mol. /Ismd. PANELMATE. (SEE SCHEDULE) POURED CONCRETE OR CaNCRETE BLOCK WALL REDUI7ED SEE SCHED FOR M 1. SEPARATION • I TO EXISTING GLASS I • POURED CONCRETE OR CO. CRETE BLOCK WALL REQUIRED CALX -IN OR ELCo mole /fsmat. PANELUATE' (SEE SCHEDULE) C W ALL MOUNTING INSTALLATION WALL MOUNTING INSTALI,,ATION - SECTION R. SCALE: J/a" = 1- (D. M.) - SECTION 3 SCALE :: 3/8" = I" WALL MOUNT. INSTALL. - SECTION 1 SCALE.' 3/8" = 1 « E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHttis 5 & 6 OF 8) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEILING MOUN77NG SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SECTION ® ANCHOR REQUIRED SECTION tID MACHINE BOLT BUILD -OUT IN5i'ALLA77ON - SECTION 4 SCALE.• 3/8" = 10 FEB j 12 (SEE SCHEDUL.FJ/ E 0 / E FLOOR /CEILING MO UNTINQ INSTALLATION - SECTION 5 SCALE :: 3/8" = 1" PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 3 Expiation ► : to 0 BY Miami Dad -t ' nct Control Division 02?5•03 0,3 F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /1tii3M.\ TINT TESTING & ENGINEERING COMPANY 8585 H.W. 38th. 51.. 517, VIRGINIA WIDENS, Fl. 33198 Phone : (3055)871 -1530 . Fez : (305)871 -1531 EB- 0009719 WALTER A. TTLLIT Jr., P. E. FLORIDA Lic. 44157 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 33054 2/10/03 DATE 8t9. Ho DA1t KY. h. DATE 03 -031 DRAWING No OLD 96-279 2/10/03 3 SHEET 2 OF 8 SECTION ® ANCHOR SECTION ® STUD BUILD—OUT INSTALLATION — SECTION 6 sC4LE: 3/8- = 1- CALK -1N OR 5.CO moh /famoh PM/f wrr.' (5a- ScHEDULE) POURED CONCRL7£ OR CONCRETE MLOCX W4LL REQUIRED 1 /4% -20z1 M 5 BOLT w/ 7/8'1x3/32' MG NUT 0 EVERY OVERLAP AT THE MIOSPA? 1 --(SEE SCHEDULE) — FOR M2 SEPAR4710N 7O EYISRNG GLASS 6 Cont. ALTERNATE IF __.L4__ / / / //i,r / /�' POURED CONCRETE REQUIRED WALL MOUNT. INSTALL. — SECTION 7 SCALE: 3 /5- = 1' E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHtt I. 5 do 5 OF 8) NOTE FOR COMBINA77ON OF SECTIONS : WALL/FLOOR /CE7LING MOUN77NG SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.. I1 I u u / 1' CONCRETE ANCHORS • (SEE SCHEDULE) SECON ® ANCHOR E D./ Ea SEQQN 0 STUD WALL/FLOOR MQUN TNG INSTALLATION — SECTION 8 SCALE 3/8' = 7' FEB 1 2 ?nn CASE A (Plan) SCALE 1/4' = 1» POURED CONCRETE OR BLOCK' WALL REQUIRED CONCRETE Ah1CM7R$ 0 12' aC 2.000' 2' Of 1.0100 CASE B (Plan) SCALE: 1/4» = 1' 4 u4'u.093' 3105 -H14 OR 6063 -78 ALLOY Cont. Alum. ANGLE OR 18 GAGE Go /v. 57EEZ ANGLE END CLOSURES .DETAILS AL7E4h047E LEG LOCATION ?'xT z 055 7O x 2ir3'.055 _ Cont. Akan. ANGLE OR .080' 3105 -H154 SHEET METAL Alum. BENT PLATE OR 18 GAGE G*N. STEEL ANGLE CASE C (Plan ) SO4LE.• 1/4» = 1' PRODUCT REVISED as complying with the Florida Balding Accance Code — 3 Expeptiration Date o 03 2ZS.o 63 Mia ! Dade' ' ct Control Division F.R.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /miz\ TILIJT TESTING & ENGINEERING COMPANY 8.585 N.W. 39th. 5Ra. 217, VIRCMU GARDENS. Fl. 33189 Pho.: (305)871 -1530. Fa :: (305)871 -1531 EB- 0006719 WALTER A. TILLIT Jr.. P. E. FLORIDA Luc. 44167 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 3.3054 2/10/03 DATE Y. I 0 0A11 IVY. Me oRanRmal Mat 03 -031 DRAWING No 2 OW 96-719 2/10/03 3 SHEET 3 OF 8 CONCRETE ANCHORS (SEE SCHEDULE) e • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED E. D. h�N (SEE SCHEDULE) FOR Min. SEPARATION TO EX1S77NC CLASS Cont. Cont. 7/8"x3/32 WING NUT 0 EVERY STUD 2"x4" OR 2 x6 x1/8" HORIZONTAL Alum. TUBE MULLION (6063 —T6 ALLOY) eh 8 H /14x3/4" 0 6" D.C. ft g Cont. / POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 7/8x3/32 WING NUT 0 EVERY STUD %1 / /// CONCRETE / ANCHORS (SEE / SCHEDULE) / —E D. Cont. U W ALTERNATIVE 1 SPLIT PANEL MOUNTING INSTALLATION - SECTION 9 SCALE. 3/8" = /" NOTE : FLOOR & CE7UNG MOUNT INSTALLATIONS SHOWN. FOR DIFrtN£NT MOUNTING INSTALLATIONS SEE TYPICAL SEL'IONS ON SHEET 2 & 3 OF 8. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED Cont. FOR Ain. I SEPARATION I TO EXISTING Cont. EQUAL 7O Typ. SECTION 9 ALTERNATIVE 2 (TOP) 1.000" 2 "x4" OR 2'x6" x1/8" HORIZONTAL TUBE MULLION (6063 —T6 ALLOY) 22x1/4x 0' -6" Alum. ANGLE (6063 —T6 ALLOY) (Typ. TOP & BOTTOM) 3/81. KW7K BOLT ANCHOR W/ 2 7/2" Min. PENETRATION INTO CONCRETE OR GROUT FILLED BLOCK HORIZONTAL TUBE MUT,T.ION CONNECTION TO WALL SCALE: 1 /4 " = 1 " miira UM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION MAXIMUM DESIGN LOAD 1N" (p.s.f.) TOTAL MOUNT7NG HEIGHT "H" S JO' —O" 70'< H <12' 12'< H <14' 14'< H <76' 40 7' -7" 7' -2" 6' -10" 6' -6" 10' -8" 10.-1" 9' -7" 9' -2" 50 7.-1- 6' -8" 6' -4" 6'-o- 9' -11" 9' -4" 8' -11" 8' -6 "' 60 6' -8" 6' -3" 5.-11" 5' -8" 9' -4" 8' -10" 8' -4" - 8' -0" 66 6' -4" 5.-11" 5' -8" 5' -5" 8'— l0" 8' -4" 7.-11" - 7' -7" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) 2 "x4" TUBE 2-x6'. TUBE FEB 1 2 2003 MULLION TUBE — / / / / /// / ///////// ./// / 7 / / -/ / / / / / / 1 / / / / / /% / / / / / / / / / /! / //` / MULLION LENGTH MEASURED TO CENTER LINE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE' ON FACE MOUNT N. T. S. MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ANEL LENGTH PANEL LENGTH MAXIMUM DESIGN PRESSURE RATING W (p.s.f.) Max. PANEL LENGTH L (ft.) (SEE SECTIONS) MINIMUM SEPARATION 70 CLASS PANEL CONDITION +55.5, —66.0 9' -0" 3" UNBOLTED +30.0, —40.0 >9' -0" TO 12' —O" 2 7/8" BOLTED • * BOLTED W/ 1/4-0-20 S.S. M.S. & WINGNUT AT OVERLAP & MIDLENGT H OF PANEL. PRODUCT REVISED es complying with the Florida Balding Code Acceptance No 03— O Z.Z.S. O3 Expiration Dated By Miami Da Division 3 roduct Control F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /ThFE31RC.\ TILLIT TESTING & ENGINEERING COMPANY 11.33 H.W. 38th St,. Sta. 217. VIRGINIA WOEN5. FI. 33198 Phone : (305)871 -1530 . Fa:: (305)871 -1531 EB- 0006719 WALTER A. 11LLIT Jr., P. E. FLORIDA Lk. 44167 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 33054 !10 OC7tlaR16a 1 OLD 98-279 2 2/10/03 DATE LIAR [Q7. IM 10H a1c 03 -031 DRAWING No 2/10/63 a SHEET 4 OF 8 AXIMUM DESIGN PRESSUR RATING "W" .f. AND COR_' SPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * E. D. = EDGE DISTANCE MAX/MUM DESIGN LOAD W (p.. I.) IM4 IIIUM ANCHORS SPACING FOR E D. = 3 1/2' " APPUCABLE TO SECTIONS / & AfYY COMBINATION OF THEM MAXIMUM PANEL LENGTH i' (ft.) TAPCONS ZAMAC NAIUN CALK —,N PAN£LMAT£S TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE V TO Aa4SONRY TO CONCRETE TO MASONRY +55.5, -66.0 12" N/A 12" N/A 12' N/A 12' N/A 1 (Top) 8� -O' OR LESS 12" 9" 12" 11» 12" 12" 12" 12" 1 (BOTTOM) 12» N/A 12" N/A 12' N/A 12" N/A 2 (TOP) 12" 9" 12" 11" 12" 12" V 12" 12" 2 (BOTTOM) N/A N/A N/A N/A 12" 72" 12" 12" 3 (TOP /BOTTOM) 6 N/A 6" N/A 6" N/A 8" N/A 4 (TOP) 6" 6" 6" 6' 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 (TOP) 12" N/A 8 1/2" •- N/A 12" - - -N /A 7" . -. N/A 5 (BOTTOM) 6' N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6' 6" 6" 6" 6" 6" 6 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 7 (TOP) 5" 6" 8» 7' 8" 8" 8" 8" 7 (BOTTOM) 8 (TOP) 1 N/A N/A N/A N/A 12" 12" 12' 12" 12" N/A 8 1/2" N/A 12" N/A 7" N/A 8 (BOTTOM) * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALL4TIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR .3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2'. REDUCE ANCHOR SPACING BY MUL77PL MNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E D. FOR CALK -IN ANCHORS & ELCO PANEL WATE 1S 2 1/2'7. FOR THIS OPERATION TO BE POSSIBLE, REDUCE SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 7HAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ** ACTUAL E. D. FACTOR TAPCCN/ZAMAC NAIUW/ PANELAN TES CAIX -1N 3" .86 .75 2 1/2" .71 .50 2" .50 - ANCHORS LEGEND ANCHOR TYPE MIN. ANCHOR SPACING TAPCON/ ZAJAC MIA/ PANEL4147E5 3' CALK--IN 2 1/2" PRODUCT REVISED as emptying with tbe Florida Bolding Code Acceptance No 03 — o Z Z.5. ? Expiration Date o j a o3 By Mi mi Dad uct Control Division F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY /1TrEIKC.\ TILTT TESTING & ENGINEERING COMPANY 595 N.X. 351h. Stn 217. NRGiMI GARDENS. Fl. 331 BB Phon.. (305)871 -1530 . Fos : (305)871 -1531 EB- 0006719 WALTER A. TILT Jr., P. E. FLORIDA Lic. 44167 FEB 12 2003 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAS HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 33054 2/10/03 DATE AM N DATE VOL 6. OAR 03 -031 DRAWING No OLD 96-275 2/10/03 3 SHEET 5 OF 8 MAXIMUM DESIGN PRESSURE RATING "W" (p. s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHED UT.F FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E. D. = EDGE DISTANCE MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHORS SPACING FOR E D. = 3 1/2' •. TAPCAN/ZAANC NNLIN/ PANELAU7ES APPUCG4BLE TO MAXIMUM PANEL LENGTH 2" (ft.) TAPCONS Z4MAC WAIN CALK —IN .71 PANELMATES SECTIONS / & ANY COMBINATION OF THEM TO CONCRETE TO MASONRY 70 CONCRETE TO MASONRY TO CONCRETE TO MASONRY l0 CONCRETE TO MASONRY +55.5, —66.0 12" N/A 9 1/2" N/A 12" N/A 8" N/A 1 (TOP) 12' 8" 12' 9 1/2" 12" 11 1/2" 11" 11" 1 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 8" N/A 2 (TOP) >8' —O" TO 9' -0" 12" 8" 12' 9 1/2" 12" 11 1/2" 11" 11" 2 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 3 (TOP /BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6 N/A 6" N/A 6" N/A 5 (TOP) 11 1/2" N/A 7 1/2 N/A 12" •N/A 6" N/A 5 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 6 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 8" N/A 7 (TOP) 8" 5 1/2" 8" 6 7/2" 8" 7 1/2" 7 1/2" 7 1/2" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 8 (TOP) 11 1/2" N/A 7 1/2" N/A 12" • N/A 6" N/A 8 (BOTTOM) +30.0, —40.0 5" 6" 6" 5" 6" 6" 6" 6" 8 (TOP) >9' -0" TO 12' —O" 6' N/A 6' N/A 6" N/A 5" N/A 8 ( BOTTON) * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E 0. LESS 77-IAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E 0. FOR CALK —IN ANCHORS & ELCO PANELMATE IS 2 1/27 FOR THIS OPERA770N TO BE POSSIBLE, REDUCE SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 77-IAN MINIMUM SPACING IND/C4TED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ** ACTUAL E. D. FACTOR TAPCAN/ZAANC NNLIN/ PANELAU7ES CALK —IN 3" .86 .75 2 1/2" .71 .50 2" .50 — ANCHORS LEGENQ ANCHOR TYPE MIN. ANCHOR SPACING TAPCON/ ZA44C AWL/N/ PANELAN7ES 3" CALK —IN 2 1/2" FEB 1 2 2003 PRODUCT REVISED as emptying with the Florida Balding Code Acceptance No 03 —0 27-5 •03 Expiration Date 07/ / 7 Zoo..? By 1 . Z. Miami Dade"... ct Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /1ir3NC.\ TILLIT TESTING & ENGINEERING COMPANY 8583 N.W. Seth. St.. 217. NRSS A GNAENS, Fl. 7318E Phor.x (305)571-1530 . Fax : (305)871 -1531 E8- 0006719 WALTER A. TILUT Jr., P. E. FLORIDA Lic. 44167 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 33054 2/10/03 DATE RE.I DUE mot. • OA= 03 -031 DRAWING No 0ID 94-279 2/10/03 SHEET 6 OF 8 1/41r3" LONG LAG SCREWS O 6' O.C. W 1 77�32" Min. PfNEtRAnav im1.,III.iLr 70 EXISTING I$ HEADER Ir Cont. Alr4Lr . 7/4 " 1 M4CHMlE BOLT W/ TT° � NtJT & WASHER O r O.C. ° _t__(WDOD HEADER REQUIRED six SCHEDULE FOA Min. St7'AR4fON TO EXIS77NC GLASS 1/410x I 1/2' LAG SCREWS • 6' O.C. 0 ALTERNATIVE' 1 I Sjl4x3 /4' SS M.S 0 6' 0.C. O 0 Cont. 0 12" O.C. \ (Min.) NEW P.T. 7"x4" Min. Cont. 104 W/ I/41x6" LUNG LAG SCREWS • 6" 0.C. W 1 27/.72' Mkt PENETRATION / 70 EXISTING WOOD HEADER. WOOD LEADER REQUIRED - (SEE' SCHEDULE) MR Mtn. SEPARATION 70 EXISTING GLASS --T 1/e•xl 1/2' LAG SCREk506 "O.C. 0 NEW P.T. 2x6- Cont. W /(2) 1/41x5' LAG SCREWS 0 EACH STUD (Mso$VTH OF STUD, 2' Mtn. NOMINAL) AND W/ 2' Mn. PENETRATION W70 EXIST7NC STUD. IMP QI 0,2 IlIlilhUl11ne = —•— rt18Ulaisus'' =:�: RIM! ALTERNATIVE 2 0 0 0 Cont. 0 12" O.0 1'x4 x1 /8' (MINWI14) (Cont.) 6063 -73 Alum. 7U (2) 1/4%24' LAG SCREWS 0 EACH STUD (MIDWIDIN OF STUD) AND W/ 2' Min. PENETRATION AV1O EX1577NG STUD. WALL MOUNTING SECTIONS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -t 1 /40x1 1/2' LAG SCREWS • 6" ac. Cont. 7/61x3/.72" »1NG NUT 0 EVERY STUD 0 6' 0.0 STAGGERED TD 1/4' LAG SCREW 0 Gant NEW P.T. 2'x6- Cont W/ (2) 1/411/5" LAG SCREWS 0 EACH STUD (MIDW$OTN OF STUD, 2' Mn. NOMMML) AND 0/ 2' Min. PENETRATION INTO EXISTING STUD. ALTERNATIVE , gooml/ NI- • il'FiI_ 0 24' QC ifiT' NEW P.T. 2x6' Cont. W/ (2) 1/40x5' LAG SCREWS 0 EACH STUD (Ml0W107N OF 5TU0, 2" Min. NOMINAL) AND W/ 2' Min. PENETRATION ARV EX157)NG STUD. 7/81x3/32' WING NUT 0 EVERY 7- 7R4CX 0 12. 0.0 0 ALTERNATIVE 7 omilm tw-PA • I. n4,.,l ::4. ••C� • WOOD HEADER REQUIRED --(SEE SCHEDULE FOR MK S19°ARA770N TO EXISTING GLASS 14x3/4' S.S. kM.S. • 6' QC 1 i2 x 1/8" (Min.) Alum. UK W/ 1/4 1x4" LONG LAG SCREWS 0 5" 0.0. W 1 27/32' Lin. PENETRATION 70 CXIS71NC WOOD HEADER. ,000,,„ IA \.. AI ¶IIIMIIIL prdA WE70D S77J0 1 A REQUIRED il.I II! . .:::: .'� , Pr 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOADS UP 70 66.0 psf AND PANEL LENGTHS UP 70 9' -O. 2. NEW 21e6" P.7. TO 55 SOUTHERN P /NE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. .3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. oo ry� 0 0 Cont. 7/8'0x3/32' WING NUT O EVERY STUD 0 6" 0.0. STAGGERED 70 /14 S.M.S. 0 Cont. 11,4"x 1/6' (Min.) 8063 -75 Num. 7U85 (cont.) (2) 1/41"4' LAG SCREWS 0 EACH 521/0 (MID ID7N OF STUD. 2° Mln. NOMINAL) AND W/ 2' Mln. PENEIRA710N 1Nn7 EX757NC STUD. ALTERNATIVE 4 114x3/4' S.S. S M.S. O 6' 0.C. 7/8'1x3/32' WHO NUT O EVERY 'F' TRACK 0 12' 0.0. 0 Iiir1'x4 xl /6' (Min.) 6063 -75 Alum. TUBE ( Cont.) (2) 1/41x4' LAG SCREWS 0 EACH STUD (MIDYMOTH OF S7U0, 2- Min. NOMINAL) AN0 W/ 2" Min. PENETRATION 1N70 07STING snip. Cont. 4 &TE NATIVE 8 WALL MOUNSECE n4T J1 TION — SECTION 4 SCALE: 14" - 1 " FEZ 2003 1/4'143" LONG LAG SCREWS 0 6' 0.0 W 1 27/32' Min. PENETRATION TO 041577NG WOOD HEADER. ALTERNATIVE (SEE SCHEDULE) FOR Ain. SEPARATION TO EXLS1ING GLASS I 4 2x'PLA REOl11RED 0 Cont. 7 /L"Ix3 /32' W7N0 NUT 0 EVERY STUD 0 12' 0.0. 0 Cant 1/41x3' LAG SCREWS 0 6" D.C. W/ 1 27/32" Min. PENETRATION O ARDWID7H OF PLATE ALTERNAT7VE Q (SEE SCHEDULE) FOR Artn. SEPARATION 7D COSTING cuss MON III sprrim I2REOLd160 ALTERNATIVE 9 47X- O.D. x .632' LONG BRASS BUSHING W/ 1/4"0-20x2' SS M.S 0 6' 0.0 OR 1/e•-20 aco male /femalo PANB.. E 0 6" 0.0. W/ 1 7/8- PENETRATION TO EXISTING *000 HEADER. n4 ti.- 1I 1 1 (SEE LE) FOR Min. SEPARATION 70 EX7571NG GLASS 7/e 0x3/32' WING NUT 0 EVERY 7:' TRACX 0 12" 0.C. 0 Cont 4.0x3' LAG SCREW 0 6' 0.0. W/ 1 27/32" Mm. PENETRATION O M10010771 OF PLATE 435 D.O. x .632" LONG &BASS BUSHING W/ 1/41 -2Dx2" SS M.S. 0 6' 0.0. OR l/41 -20 E1.00 maM /fw,alo PANETAL47E 0 6. 0.0. W/ 1 7/8- P£NE77L4770N 7D EXISTING WOOD PLATE ALTFRNA77YE la INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS PRODUCT REVISED as coasplyin the Florida Balding Code Acceptance No 03— 02-Z-5. 0.3 Expiration Date O T By Miami Dade f .. net Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /1TDi11.\ TILLT TESTING & ENGINEERING COMPANY 8393 N.W. 180,. SL,, Ste. 217, VIRGWU GARDENS, 1. 33188 Rhein : (3051 )871 -1530 . Fox : (305)871 -1531 E8- 0006719 WALTER A TILUT Jr., P. E. FLORIDA Lic. 44167 0.063" ALUMINUM STORM PANEL AS SHOWN SCALE ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 33054 2/10/03 DATE R[Y. MO 7A1c REY. M. DATE 03 -031 DRAWING No OLD 96-2N 2/10 /as SHEET 7 OF 8 • • 1/4.01.7" LONG ILAC SCREWS O 6' O.C. W 1 I/2' Min. PENET7LAT10N TO EXISTING WOOD HEADER. Cent. Veit MACHINE S BOLT W/ NUTrWASHER • 6' G.C. 0 cone. _ WOOED HEADER REQUIRED (SEE FOR Mtn. SEPARATION TO GLASS 1/411x3 1/2" LAG SCREWS 0 6" 0.0 O Cont. NEW P.T. 2x6" Cont. W/ (2) EACH 4 %x STUD (Mlo otm OF STUD, 2" Mtn. NOMINAL) AND W/ 2' Min. PFJVE7RAT7ON INTO EXISTING STUD. ,SCT70N Q LAC SCREW ALTERNATIVE (SEE SCHEDULE) FOR Min. SEPARATION 70 GLASS SECTION 0 LOCKING PIN WALL MOUNTING INSTALLATION & (OFFSET) — SECTION a4 SCALE 1/4 " -1' aft WAIVI hag WOOD PLATE REQUIRED k AN GR LOC&T7DN AT BoiTOY SCALE 1/4' = 1' NOTE : S710, at? TRACKS NOT SHOWN FOR CLARITY O 6 0.t 1 /411 MACHINE BOLT W/ 7/6'x3/32" WING NUT 0 EVERY STUD 0 12" 0.C. Cont. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS I FO /4 1 r1 1/2' AG SCREWS 4'o.G ( sEr R Mtn. SEPARATION EXISTING OLASS WOOD TRUSSES OR RAFTER 0 24' 0.C. REWIRED a Cent ALTERNATE F APPLICABLE‘ Cont. g 7/6-/x3/32' WING NUT 0 E STUD NEW 1x6" P.T: Cont. WOOD PLATE W/ (2) 5/16%x6" LAG SCREWS • 70 EACH RAFTER OR TRUSS. LOCATE SCREW AT MDW077I OF EXISTING WOOD MEMBER (2" Min. NOMNAL MOnI) w/ 2" Min. PFNETRA770N. FEB 12 2003 ALTERNATIVE 1 2•6' WOOD DECX REQUIRED 7/4%x2 1/2' LAG SCREWS 0 6' O.C. WOOD TRUSSES OR RAFTER 0 24" 0.0. REOUREEI 1x4xl/6 (Won. 0063 -75) Ahxn. TUBE W/ (2 1 JQ LAG --.91S TO EACH • JOIST. LOCATE SCREW Cont. AT MIOW1771 OF EX1577NG WOOD MEMBER. (2' Win. NOMINAL WIDTH) p W /2- Min. PENETRATION .500 %14x3/4" SM.S 06'0.0: FOR Mn. SE9WRA770N 70 DOST1hG GLASS a- ALTERNATE' 1F o 7/5'x3/32" WING NUT 0 EVERY STUD O 12" O.C. ALTERNATIVE 4? ? x6" WOOD DECK REQUIRED .7/4-•.2 1/2' LAG SCREWS 0 6' 0.C. CEILING & FLOORL[QLTNTING INSTALLATION — SECTION . SCALE 1/4" = 7" .eeags 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS UP 70 00 pat AND PANEL LENGTHS UP 70 2. NEW 2'x6' P.T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. Al. G W/ SPECIFIC DENSITY OF ass. .7. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 7O BE SOUTHERN PINE Na. Z W/ SPECIFIC DENSITY OF 655 OR EQUAL .NOTE FOR COMBINATION OF SECTIONS' FLOOR/WALL /CEILING MOUNTING SECTIONS CAN BE COMBINED IN MAY WAY 70 SUIT ANY 1NSTALL4710N. PRODUCT REVISED El ip the Florida AEcceiTtaaceNo tt — o 2.25. o3 Expiraoa Date o o3 2.25. .O3 / By Miami Da •. roduct / Control Division F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY /miKC.\ TILUT TESTING & ENGINEERING COMPANY Nat a�aSt.. 217. v1ReNA CAROM 1sit331ee E9- 0008719 WALTER A. TILUT Jr., P. E. FLORIDA Lic. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, INC. 13000 N.W. 38th AVENUE OPA LOCKA, FLORIDA 33054 Ra. MO 2 mcramoir OLD 96-779 DATE 7/10/03 ooa+mon DATE AS SHOWN SCALE 2/10/03 DATE 03 -031 DRAWING Na SHEET 8 OF 8 8/4/2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 5 NW 106 Street Miami Shores Village, FL 33138- Perm it: BP2004 -469 Address:5 NW 106 Street Miami Shores Village FL33138- Date Expired: 10/4/2004 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Miami Shores Village • Building Department N.E.2nd Avenue, Miami Shores, Florida 33138 ` (� Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. Po PERMIT APPLICATION Master Permit No. . FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /r' o.eitgiv2... Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 4/ t '' City Miami Shores Village County Miami Dade Zip Is Building Historically Designated YES NO Contractor's Company Name /2tj, ! Phone s Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ['Alteration ❑New Describe Work: Square Footage Of Work: ❑ Repair/Replace El Demolition SGU,N+n l Submittal Fee $ Permit Fee $ Notary $ Scanning $ Code Enforcement $ Training/Education Fee $ Radon $ "- Total Fee Now Due $ 41 i (Continued on opposite side) 130 Zoning * * * * * * * * * * * * * * * * * * * ** Structural Plan Review. $ CCF $ / / e�(. (J CO /CC Technology Fee $ Bond $ 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 ET.P.CTRICAL 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 Signature Owner gent Contractor The foregoing instrument ' .. acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 __, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate br Registration No. Certificate of Competency No. ************** * *: * * * *** * * * * * * * * * * * * ** * * * * * *** * * * * * ** * * * **AY > a�******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 7 2004 Plans Examiner Engineer Zoning BUILDIN PERMIT ' ' LIC FBC 2001 Miami Shores Village B iding Department ECEOVE0 E.2nd Avenue, Miami Shores, Florida 33138 APR 0 6 2004 T : (305) 795.2204 Fax: (305) 756.8972 Permit No P0 4"11 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) tuatft.b0 r'S►(MoN '4j kiLEZ Phone # 36S"2J t S 3 Owner's Address 5 NW 106 ST• City govitm sitow State 121_ Tenant/Lessee Name 11,1 . j1 . Zip W,04 3315" Phone # • Job Address (where the work is being done) 141.) l0 b 9t'- City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name PC 3Ufl Pt I MC. Contractor's Address t DDQ 1 U KWh LAM PD. 4x203 City UNL640 State f1. Qualifier RtIMO "Awe Ikb1>P4itUEK Phone # 305'219.15,5 Zip 335 Architect/Engineer's Name (if applicable) 4• h. Phone # 11. A • $ Value of Work For this Permit i 1200 Type of Work: ['Addition ❑Alteration Whew Describe Work: 41UR•IG 4W/11E'l itYnat411414 Square Footage Of Work: V • �• Repair/Replace ❑ Demolition R�ji/�NC1s � �1 Submittal Fee $ ; 0 Cl Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) I 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 Owner or Agent The foregoing instrument was acliowled ed before me this 13 dayof r I i 20 ,by Signature Contractor The foregoing instrument was acknowledged before me this i 3 day ofI brU[�',206 ,byJ114LDYL whn i s Pi •rse ally known to me or who has prod ced who is personally known to me or who has produced as id:31 tification and who did take an oath. NO Si As identification and who did take an oath. My * ** o, q. .5, ion xplJfidESEGURA .r EXPIRES: April 4, 2008 ,"„ 1P Banded Thru Nobly Public Underwriter's State Certificate or Registration No. NOTARY PUBLIC: Sign: Print: My Comm **** **** * * * ** **** ******** * ** * * *** ** (Certificate of Competency Holder) Lr 11111...2..� er es: JULIE SEGURA MY COMMISSION # DD 275524 Bonded mru Notary Public Underwriters Certificate of Competency No. ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ( 40K Plans Examiner Engineer Zoning