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WS-06-2217 Sindia Alvarez From: jennifer glueck <jglueck@glueckrrld.com> Sent: Friday, October 02, 2015 2:38 PM To: Sindia Alvarez Subject: permit closing for 94 NW 97th Street I am writing to request a permit closure for shutters. We did not have the work done and the permit needs to be closed as soon as possible. Thank you so much and please let me know if you need any further information from me to expedite this process. Best, Jennifer Glueck ED U Jo i CP Lei r-4 Miami Shores Village vjs2cml 6)WCCf*j4 Building Department AUG 2 5 2006 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 B Y. ��1c(`�( BUILDING Permit No.%b PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type(circle): Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) f V u'PG Phone# Owner's Address I� '`�"`� q�41- C itY City ����w; St�o.eS State (. Zip 33 5 0 Tenant/Lessee Name Phone# Job Address(where the work is being done) qq N W q-� '--� S�. City Miami Shores Villace County Miami-Dade Zip 33 S FOLIO/PARCEL# Is Building Historically Designated YES NO Contractor's Company Name JQ qua✓C� 1J"`�S l� Phone# 305 - 3 b� 3 Contractor's Address 3 3 (G(a��.� 1 P��ca., :P:�AV C( City � �C I-C, ` ' State38 _ Zip 3� O Qualifier Name I�e�Oo.rn� W I"J,es�_e_N Phone# State Certificate or Registration No. Certificate of Competency No. Arch itect/Engineer's Name(if applicable) Phone# Value of Work For this Permit$ $ 00v•oc-> Square/Linear Footage Of Work: Type of Work: Additi Io1n ❑Alteration A\ ❑ Repair/Replace ❑Demolition Describe Work: t1 L1✓✓ c-ct V1 e S Submittal Fee$ Permit Fee$ �-� CCF$ 4- CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.S Total Fee Now Due$ See Reverse side 2 O PAID C:k i0K 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 foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of ,20_;by day of ,20 by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: � Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village Building Department f0050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): � Buildin Electrical PI bing Mechanical Roofing Owner's Name(Fee Simple Titleholder) )1.a1Fe_r lJ 7 Phone# Owner's ddress City to Zip Tenant/Lessee Name Phone# Job Address(where the work is being done) City Miami Shores Village County Miami f-Dade Zip 32,1 Is Building Historically Designated YES NO Contractor's Company Name �(�jC yhone# ��1 /ff d Contrac 's Address ?d-3 i e4!Cjd 1144 City State __Zip �. r Qualifier P Architect/Engineer's Name(if applicable) pp /I 11 Phone# $Value of Work For this Permit C Square Footage Of Work: ��� i Type of Work: `('JAddition ❑Alteration C New ❑ Repair/Replace ❑Demolition Describe Work: Submittal Fee$ Permit Fee$ CCF$ Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ Bond$ Code Enforcement$ Structural Plan Review. $ Total Fee Now Due$ I (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address ' City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 1he standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECT CAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ET ..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wor 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 commen ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 2 Owner or Agent Contractor The for oing instrument was acknowledged before me this The for Z* ns7ent s acknowledged before me thisday of 266,by day ofv 20 by who is person ly known to me or who ha produced who is personally known to a or w6whod ed s identification d who did take an oath. as iden fi tion take an oath. NOTARY PUBLIC NOTARY PUBLIC: Sign: Sign: JOSE ALBERTO TRUJILLO Print: Print: D458755 p« EXPIRES Aug.7,2009 M Commis ri�. E009My Commission xpires: (407)�7S3 Florida Notary Serviceaom y oe.00m (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Che 10/14/03 I lnspert 5- � j Safegttard�haters. LLCF." Ex _.� .tallationFlorida Building Code Approved 14231 Jet Port Loon Suites 5&6 Miami-Dade Count A9-1w aved Ft.Myers:Florida 33913 Texas Departm o terns Association �e (877)808840 Fax(630)980-0946 ASSA-American Shi � ad Sysation 1239)454-1119 tHPA-International Hurrica Frc n as&t` 606 (? I � A �J . Name -_- v Address ci4z I . Phone 4L #ter 7 _ —. r5 Other Address f State Zip `_ DevelopmentfSubdivision L Blk Strap OPG.NO, WIDTH HEIGHT OPR, SLAT TYPE #STORFA REVISED SPECIAL INSTRUCTIONS BARS DATE:: t 'l7s k/ r , Q J ` W F„ z .,� MILL , , tip A , a �� j LV "ITE i a+d: /d rz LLt V a: z Q �t � i,l � CGLOR. rTAL PRICE-lhci - - • INSTALLATION DATE ESTIMAT i SLAV any and ail disecunts � `S ai— � ��• 'UNDERSTAND PAYMENT IS DUE UPr� TRA CO r'LE T tON. 50% � ••�••• C;#� Cn�PC.+SI-"l�ec;+,,t.. _ .,,�.,,.� • • INSTALLER TO RFCEIVE CHECK OR CREDIT CARD. HOOD Balance due at cOmnit i .• •••" FINAL PERMIT INSPECTION PERFORMED AFTER PAYMENT IN FULL SPECAL G.O.D�-Pay instaiier 0000 8_.�s. • • w..• 0000• CUSTOMER INITIAL HERE` _ FINA7N OALANG010•• 8 _-i•0 0 00000• Electrical'Switch locations r;needed,are to be SPECIAL INS Rti IONS •• • •• • •••••• E� i 1 • selected by the electficvar, 1 lax YIIS°3 --� � •• n�� I � _ •• #of Motors WiTI I 1,"11?-t(✓C.t"f overrides • Y • _ -- -- --- r ' 1 � �3•� • �•, •••••• Total#of Motors #of Handles Slat Type r - w000•• Customer Initials Here 00 0 are•0 • • ATTACH DRAWINGS OR DIAGRAMS & PICTURIEe• • "Shutters installed are for ciostnetic sur[control only. (;yatame initials Here; _ Office Approval 4hutte.s installed are to mcane protection',; �� s Gustonner Initials s Ter THIS CONTRACT IS SUBJECT TO TERItIfS AND CONDITIONS LISTED ON REVERSE I BUYER ACKt,O1 EDGES OF A TRUE AND COMPLETE COPY OF THIS CONTRACT Representative. BuyerC ,1 Date Buyer -- Drivers License# Ls -07)-Z3-': 1 %1 Page of White-Customer Yellow-File Pink-Accounting Miami-Dade County. Real Estate Tax Information Page 1 of 1 , Real �_. • E- f/ Show Me: Real Estate Tax Information Contac Property Taxes Today's Date: 0 3/2006 Last Update: 08/02/2006 Tax p Year: 2005 Folio Number• 11 Select Item 1010330370 MIAMI SHORES miai Search By: Owner's Name: MARKUS GLUECK&W JENNIFER GLUECK (30F Property Address: 94 NW 97 ST Dowr Detail Tax Information: Mailing Information : Legal Description : 140 V R Real Estate Tax Info MARKUS GLUECK&W MIAMI SHORES SEC 6 PB 10-39 Mian 2005 Taxes JENNIFER GLUECK LOT 13&14 BLK 130 Prior Years Taxes Due 94 NW 97 ST LOT SIZE IRREGULAR South 2005 Ad Valorem 2005 Non-Ad Valorem MIAMI SHORES FL 33150 OR 18810-3923 09 1999 1 2005 Back Assessments - - -°- 1071( ._. R 2005 Enterprise_Folio To view 2005 Tax Notice/Memorandum click here Mian 2005 Historical Abatements 2005 Taxes are in paid status. 2006 Quarterly Payments 2005 Tax Notice/Memorandum Off Amounts due are subject to change without notice. 8:00 ... Reit.... •• •• Ta • ...... .. Props.... •••••• FloriO4 • ...... . ... ..... Property Tax Home I Real Estate Tax Info 12005 Ta)" I.PriSr Year"!Zdb5 flon-Ad.V.... 2005 Back Assessments 12005 Enterprise Folio 12005 Historical Abatements 1 2006 Quarterl• • 2005 Tax Notice/MemgrancVrr: 600* Miami-Dade Home I Using Our Site I About I Phone Diwc_tory 1X0 .1 Disclair, ...... ®2002 Miami-Dade County. All rights reserved. E-mail your comments,questions and suggestions to Webmaster http://egvsys.miamidade.gov:1608/wwwsery/ggvt/txcawol.dia?folio=1131010330370 8/3/2006 PERMITTING LAY OUT SHEET Opening Size Square Opening# Product Code Building Mean Roof Height Width Height Footage _Y---'--w-.1111 113 68 53.36 239 53 14.35 m..._ W#i2 ` :.:..::::: :::: ::.: 3 38 53 13.99 :.... .... 4 38 53 13.99 w#s _. .... ..........:..........y ..... _..... .. - - 5 18 39 4.88 ...........a.... ....,..,.,..........:...........:.....y..,..,.....i....., :..... .... .... .... .. ;.....i.... ... V- 6 g 20 39 5.42 738 53 13.99 w 7 ......... ....4 h ,.... ..... w#14 38 53 13.99 8 .... ..... .... __....,..,._...;..,.,:..._;.....:.....c.....4-...4...-4...,.y...,............i..<..i..........i.<...e....s.....y.....x....,a.....;,.... .,,.i..,.S.... ...j....3.... .....i..... 9 L 150 78 8125 : ; ... ... .............................<.....,._;,......_. ....r.... ..,_ ..... S/D 10 35 82 19.93 X. ._. _.... :.... ... .... ...._ ,. . . x _ 11 186 89 114.96 _..,. . W#5 1N#1 F/D A....;..., a 12 150 78 81 .25 x S/crtivri 13 38 41 10.82 .. y....j.....j.....i...,q q.... �. �, ..q....q....p...� Y ...y f . _ A... ....y.. . x 14 38 42 11 .08 W#� , 15 0 0 0 0.00 ...... ..... ... Gaya e ;,.,.. w.. 16 0 0 0 0.00 17 0 0 0 0.00 _.. .. _..:_ ........... .. .- ... .... . . . ♦ . . 18 0 0 0 0.00 ......; .......... ..y,.. Window#9 Must be Horizontal (Lexum Panels) 20 O O 0 0.o0 Winft w # Must be also Horizontal (Aluminun Panels) Shutter Product Key: Customer Ms.Jennifer Glueck . . . . . . . . . . A. SafeGuard Accordion D. 50 MM Roll-Up G. .n 4h>;rni'nun3 Storm Panw. : Address 94 Nw.98 st. B.High Rise Accordion E. Bahama H. Stonn Catcher Folio# 11 31010330370 C. Super 60 Roll Shutter F. Colonial L.Le xan Storm Panels Date 8/2/2006 Drawn By E.Wilson S. Defender 100 Accordion Color white accordeons • •• •• •• •• Sheet# 1 of 1 ... . . . ... . . M I A M I-DADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING 13111 J)l G CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODU T CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co.,Inc. 6865 NW 36"'Avenue Miami,FL 33147 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 pro uct is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050"Aluminum Storm Panels Shutter •••• APPROVAL DOCUMENT: Drawing No.02-373,titled"0.050"Aluminum Storm Panel",shlg ets I tlt mth 5 •••••• of 5,prepared by Knezevich&Associates,Inc., signed and sealed by V.J.Knezevich,P.E.,'date8 July 19.2002, ' last revision#1 dated August 26,2002,bearing the Miami-Dade County Product Control R IvWn stamp wilh the Notice of Acceptance number and expiration date by the Miami-Dade County Product CAW Iivision. :....: .e** •• . • .... . .. . MISSILE IMPACT RATING: Large and Small Missile Impact • .... LABELING: Each panel shall bear a permanent label with the manufacturer's name or low,,triv, stat,tanf et�te ••0••• following statement: "Miami-Dade County Product Control Approved",unless otherwise hbte(f herein. •' ' 0 0 0 RENEWAL of this NOA shall be considered after a renewal application has been filed A3 flied;has been 00090••no 09:0••• change in the applicable building code negatively affecting the performance of this produrt. 000000 TERMINATION of this NOA will occur after the expiration date or if there has been a revi'sio;or change in the •••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of ally • 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 NOI revises NOA#02-0624.05 and,consists of this page i as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E. i NOA No 02-0731.15 _ Expiration Date: 08/19/2007 =4 Approval Date: 09/26/2002 Page 1 PRODUCT MARKING PRODUCT MARKING 2.250" LOCATION LOCATION 062" 2 250" X1/4-20 MACHINE 0679" : • • ••• • • • ••• o SCREW 12.5" O.C. ,off. 2.000�'� 500" 2.000" 0879' • • • • •• •• • '^ 062" 1(STUD DIRECTION .125 TYP. �� m 61 • 5pp'� • • • • ^ •- 1MAY BE REVERSED) If ' � � � • •• _• •••ry � N � 1--- 625'12.500" COVERAGE 062" I oI o �- _6.250" COVERAGE i r 062' 062' rv062' _t 125" TYP. N ry 15.375.. I 375" 1 l/`9 T " I OSTORM PANEL ONE HALF`P�A,NEL PER OPE NG••• •• 12 063" 375 2.063" Z� 1 MAY BE U�r+•ASAF•QUIRjNO• • • • �-+ �� 1.00"MIN. _ SCALE 3": 1' 0' COVER OPWIf*5. • • • •• • . • •• 2.00" -r o W 5.00" MAX. >so _ Seo" 18 STORk;AN�t ;•• 72! "h"' 1DER O"U" HEADER O STUD ANGLE O ANGLE �� o a p• SCALE : 3" 1'-0" SCALE : 3"' = 1'-0" SCALE 3" = 1'-0" SCALE :3" = 1'-0" SCALE : 3" = V-0" o g 315" R 800" Q a 2.. 1/4-20 STUD .376" oaf-Lit ',^ `o o Igo •• • • • •• ••• •• .625" x 3/4" LONG p _ 25' 1/4-20 STUD @3t3" 452" W o rj l359'i ALP 060' ~ +359" 7-� • i i •i3•�S''�r-y �x 3/4" LONG 12.5" O.C. �¢ T > • • • • •• • • @ 12.5" O.C. 1 QW o W �L tTYP. tL 090' TYP N SYM. SYM ml rvl • • • • • • ••• 1 j o b 74^u" 740., o o -YP .120" .120" 86" n DECORATIVE .750" PLACE STRAP ON INTERIOR SIDE & FASTEN THRU 2W o 51 RAMAC 3 ALLO PANELS WITH WASHERED WINGNUTS @ 12-1/2" O.C. 0.090" ITYP.1 ;_ .3 o O C-TRACK 68 C/SLIDE TRACK �/ NUT 0 2"x 2"x 0.05"TUBE 1 STUDDED STRAP (SLIDER) 12 STRAP(SUPPORT AT PANEL MID-SPAN) 1 TRAC . a WJ SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE :HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : 3 1'-0" nt> j jl o. GENERAL NOTES: W _ o 0 1, THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH Y� $11 r THE PROV!SICN SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NDA) BY !`'I`-3/32" MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE REF. o ZONE(HVHZ) OF THE FLORIDA BUILDING CODE o a ry N ovoam o 2 A 33X INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF WIDTH UNLIMITED WIDTH UNLIMIT-ED r �J +� >�o�o o THIS PRODUCT. TOP TOP ti 000" a �.,C?'4. MOUNT I (PERP.TO PANEL SPAN) MOUNT (PERP.TO PANEL SPAN) 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING TYP. SECTIONSTYP. SECTIONS'- �J ^$ N "THESE OCCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING ' � W 1/4"-20 SIDEWALK Z o WIND VELOCITY. W ` 3 _ JNA WVI 14 BOLT FOR SLIDE TRACK �Q =z•E•• 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION oma<; �-a SCALE :HALF SIZE d j m c" FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. F =Z=�. STRAP OL:),- PLAN JC e F S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA o v) �i ON BACK ¢v� VIEW Qc X F ADMINISTRATIVE CODE. N zWp F PANEL zW¢ - �. •E a;:. 6 THESE APPROVAL DOCUMENTS, ARE SUITABLE 70 BE APPLIED BY THE CON00 TRACTOR w aa� + 'a.i 1 Ln ¢ PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED LA 1D v) O 0 o HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES x XOJ xoo O I $� NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES aLLaJ 1 u a�a Q1 \ - of DETAILED HEREIN. Y�`-'� J=-� 1 ^t 7. ANY MOD.FICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID Wm DETAIL 1 ZmW / \ f z DETAIL 1 a> a > I THE APPROVAL a N L DOCUMENTS, KN cm aNUNIN i 8 WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE 1 -- ! saes EER a BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: BOTTOM MOUNT / BOTTOM MOUNT / I 1,625"� A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND TYPICAL VERTICAL TYPICAL VERTICAL % ANDSEALJUSED B FY THEY EDEV ATIONNSED INSA D DOCUMENTS SHALL BE SUBEER OR REGISTERED M TTIED TDO THIE MOUNT W/STRAP ELEVATION f1t LINT W/O STRAP ELEVATN WHCH r N N.T.S. N.T. . ". PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL N? "�. "t GRANTING HIS/HER APPROVAL. ALUM. ANGL E ' 1/4" MAX CLOSURE PIECE �• 75" 1/4" MAX. 1 -- :�. ' AUG 9 2002 No B) REQUIRE THAT HONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND � 1" x 2" x 062" c SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION 2" x 5" x .125" .3125"0 o, WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE Oj 1/4"MAX. c ZONE AREAS ONLY OPTION"B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. >o 'c EXISTING CUNCRE7E, 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH HOLLOW BLOCK (T Q �o"g • A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: WOOD FRAMING (TYP.) FOR 1" x 2" x .062", 140 P.S.F. DETAIL 1 -- 5 HURST AWNING CO.,INC. MAX., USE 1/4"0 FASTENER SCALE:3" + i MIAMI,FLORIDA WALL/DIRECT MOUNT @ 72" o.c. FOR z" x s x .us", ° = o MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED 56 P.S.F. MAX.,USE 1/4"0 M e i 10. STORM PANELS SHALL BE 5052-H32 WITH THE FOLLOWING BARE METAL THICKNESS AND FASTENER @ 10" O.C. _ MECHANICAL PROPERTIES: ALUM. ANGLE > c NOMINAL 0.050"(0.0485"MIN.BARE METAL THICKNESS),WITH A MIN. Fy= 29.2 KSI CLOSURE PIECE 05 •a .125" MIN. TO BUILD-OUT MOUNT 1" x 2" x 0 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A 1/4" MAX. 1-1/2" MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N. 2"x 5" x .125" MAX. 12", PRODUCT REVISED / FM= n complying with the FINMA 12. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N 1N..YJ✓L�✓-d - `�7) � - B•ldiq Codc ` 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS _� 1/2" MIN j Amr pla•ccNo 0 -O )• S °"` 07/19/2002 c DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR 1" x 2" x 125", 140 P.S.F. _ OVERLAP ( Ezgra tion Date 007 +c+. •r+�n by FOR "h" AND "U" HEADER MOUNTING CONDITIONS. MAX., USE 1/4"� FASTENER •s NOTea wv @ 12" O.C. FOR 2" x 5" x .125", By ••+.on by k-.-d-b E 14. LO LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS TRAP MOUNT 56 P.S.F. MAX.,USE 1/4-0 vrx _b s LOCATION ON ANY OF THE COMPONENTS T THE STORM PANELS SYSTEM ADVISING FASTENER @ 10"O.C. NGm1Dad roductControl � THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER Division °�+•+1"0 "• HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND/OR STRAPS ARE TYPICAL CLOSURE DETAILS (PLAN VIEW) 02-373 PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED a` WITH PERMANENT ADHESIVE OR MECHANICALLY. SCALE: 1-1/2" = V-D" sheet 1 of 5 08/26/02 19-74 _ EXISTING CONCRETE, C5 CONNECTION TYPE HOLLOW BLOCK OR WOOD , EXISTING CONCRETE, REFERENCE ANCHOR FRAMING (SEE ANCHOR SCHED LEF R HOLLOW BLOCK OR WOOD PENETRATION SPACIt}�Ci Q �Px • • • ••• / SCHEDULE BASED ON • •• •• • PENETRATION FRAMING (SEE ANCHOR OR EMBEC. - • Z• • • •- OR EMBED. TYPE OF STRUCTURE) SCHEDULE BASED ON t�(c { 5/8" • o • • • • C1 CONNECTION TYPE TYPE OF STRUCTURE)— (TYP.I� I MAX • i • MA / REFERENCE ANCHOR C2 CONNECTION TYPE • <26 • • • • (TYP.) MAX. PREFERENCE ANCHOR / SCHEDULE FOR MAX. I SPACING ur 1 SCHEDULE FOR MAX. w E Z;- SPACING z w I t/2" O SHORT LEG MAY Z� ' ✓ �BE REVERSED TOWARDS - 1/4" MAX. • aik�-• • 4i8"MAX. W � W ;k • ! THE OPENING r 0�Vf // O i EXISTING CONC�tE+E, • d •• • • • •I 1/4•'MAX w�F —1/4" MAX. wI0 2 HOLLOW BLOCK OR N009 FRAMING (SEED CHOF;• / w _ /� O Ha oo SCHEDULE BASE ON •0• • 3 • ¢ X Iw ¢ –0 X w TYPE OF STRUCTURE) Q L m V d GLASS OR DOOR `t m w GLASS OR w' / 0. 2- 1 F = F GLASS OR DOOR W OR w Z L 1i 14 TEK SCREW N Q DOOR • • • • •• j Z -� • • • • z Q w t/4-20 MACHINE 1 1a x via W SEE TABLE 2 FOR MIN. / w SEE TABLE 2 FOR}1 • a w m ¢w W SEPARATION FROM GLASS z SEPARATION FROM TiLA�S•• • • • •• • E > SCREW&NUT(la /' E a w aW w u ¢ •—•-•• • •J o -- 12"O.C.TYP. „ w z S x • • �� • `� • • l y)• a w SEE TABLE 2 g • a w ,f = TOP&BOT. J o •• • • • o FOR MIN. c E ~ut SEPARATION r0 O 1a 0 v 2 x 2 O , O1 1a w a FROM GLASS*vz 0.625' _ �Z V= S CONT. 1/4'. MAX.LL'a w¢ > A a Ln L11 I ti� O Na "'� z o E w� wZ S 1O n N> >i n !n N Q W2 2?:m - a C5 CONNECTION TYPE PENETRATION zo 8 a JREFERENCE ANCHOR 0- SCHEDULE FOR MAX. OR EMBED1/ � STUD ANGLE WITHSPACING1/4-20 x 3/4" o HOLLOWG CONCRETE, MACHIN= SCREWHOLLOW 9LO E OR WOOD /( FASTENER �a1 12-1/2" O.C. MAX. o FRAMING (SEE ANCHOR BUT DO NOT EXCEED ANCHOR EXISTING CONCRETE1 `—C4 CONNECTION TYPE 'E N SCHEDULE BASED ON SCHED.(PG 4) SPACING USE HOLLOW BLOCK OR / EXISTING CONCRETE, REFERENCE ANCHOR < TYPE OF STRUCTURE) WOOD FRAMING ISEE / SCHEDULE FOR MAX. REMOVABLE ANCHORS W/ HOLLOW BLOCK OR WOOD �J ono - WAFERHEAO (3/4"0)OR ANCHOR SCHEDULE FRAMING (SEE ANCHOR SPACING ZLU E o n CD TRUSS HEAD LOCATE FASTENER IN BASED ON TYPE OF SCHEDULE BASED ON _ 3LL`M 2 ^. NARROW PORTION OF KEYHOLE STRUCTURE) TYPE OF STRUCTURE) 0 'z E ` v SLOT.C1 CONNECTION TYPE Dn o 96 0 REFERENCE ANCHOR SCHEDULE e > WALE LL MOUNToSECTION CEILING/FLOOR MOUNT SECTION WALL BUILD-OUT MOUNT SECTION AHI z = „ FOR MAX. SPACING < O SCALE 3" _ 1'-0" C SCALE 3" = 1'-0" 00, _ L o SEE TABLE 2 ptA n ` EXISTING CONCRETE. FOR MIN. �Q HOLLOW BLOCK OR WOOD PENETRATION SEPARATION O g v„ THREE - 1/4"mx 3" WOOD FRAMING )SEE ANCHOR OR EMBED. LAG SCREW @ 24" O.C.MAX. FROM "h" HEADER W/ #14 TEK SCREW GLASS < n SCHEDULE BASED ON 5/B" � ^ TYPE OF STRUCTURE) )TYP.) MAX. C2 CONNECTION TYPE n BETWEEN JOISTS EXISTING REFERENCE ANCHOR WOOD o SCHEDULE FOR MAX I JOtsT 1 to VJ'gmotmob SPACING rtllorw R tow a — 1/2'• 1/4" MAX. p i ,I' O I �F //7 a m I t) I n ui 1 1 at/4-20 g n w O / 'I(�'`.I TYP.L 2" .. tLi 7 O 0.625AX. , w Z 4 N t/4"MAX. „ 9 zoo 2 _ UG GLASS 0 /4 rnDOOR ---� 108 5-1/2" x ALUMINUM 3 Q w 4 MACHINE SCREW 6063-T6 ALUMINUM I I I—�O X w c SEE TABLE 2 PLATE F Q EXISTING CONCRETE, 31 FOR MIN. x #14x1" TEK SCREWS _j PENETRATION c/8" HOLLOW BLOCK OR �o a SEPARATION A w OR EMBED. - , FROM GLASS E BETWEEN TRUSSES z i MAX. WOOD FRAMING(SEE iN t 1a 2" x 2"O CONT. E a j C1 CONNECTION TYPE ANCHOR SCHEDULE _ o F n SEE TABLE 2 FOR MIN. w ` BASED ON TYPE OF At m !7 to O SEPARATION FROM GLASS O ¢w SCHEDULE REFERENCEFOR MAX.OR STRUCTURE) « •o a w CS CONNECTION TYPE u SPACING • o _ REFERENCE ANCHOR 1 to w u) >'< 0.625' — MAX SCHEDULE FOR MAX. w Z O WALL MOUNT SILL SPACING I 1/4" MAX. N Q SCALE : 3" = 1'-0" EXISTING CONCRETE, EXISTING CONCRETE, a HOLLOW BLOCK OR WOOD 2"x2" STUD ANGLE 1/4-20 x 3/4" HOLLOW BLOCK OR PRODUCT REVISED LiH±L_LLL FRAMING (SEE ANCHOR C1 CONNECTION TYPE MACHINE SCREW WOOD FRAMING(SEE PENETRATION as comptyiag with the Fltltide ••r• `o SCHEDULE BASED ON REFERENCE ANCHOR ANCHOR SCHEDULE OR EMBED, Belding Code 07/19iz002 a TYPE OF STRUCTURE) SPACINGE FOR MAX. P •c•i. nr•v eT BASED ON TYPE OF � A teocoNoo2-o I• E V PENETRATION STRUCTURE) Expiration Dete .•woTco .v 7 a••,9n eT cn.ck•a e vrx vwt OR EMBED.(TYP.) 11' By ar,w y no. D WALL MOUNT SECTION O CEILING/FLOOR MOUNT SECTION MiemiDe uct Control 02_373 a O SCALE . 3" = 1'-0" E 5 AL = t'- " Di�isiou i 4 sheet 2 of 5 PENETRATION EXISTING CONCRETE, OR EMBED. HOLLOW BLOCK OR WOOD 1 STORM PANEL 5/8" MAX. FRAMING ( A MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE T SPAN SCHEDULE SEE ANCHOR 2 CONNECTION TYPE SCHEDULE BASED ON REFERENCE ANCHOR B • • ••• • • • ••• A TYPE OF STRUCTURE) SCHEDULE FOR MAX. L SPACING E • • • • • • • • • INIMUM SEPARATION MINIMUM SEPARATION B FOR ALL MOUNTING _ _ • 0•* _•_� FOR INSTALLATIONS FOR INSTALLATIONS L NEGATIVE 1/4" MAX. 2 (SIGN• •AOiUAL;HU1fTER • ••30'OR LESS ABOVE GREATER THAN 30' E CONDITIa1Q5 EXCEPT w --i0 LOAD(W) SPAN GRADE ABOVE GRADE DESIGN LOAD F-TRACK SEE DETAILu L7 -- � (INCHES) (INCHES) 1 uz_ o _z Ll I w J (PSF) (FT-IN) W Z_ 2 I e Z m • • • ••• 0 W 1TH WITHOUT WITH WITHOUT (PSF) L MAX. % a a • • • • • • • • STRAP STRAP STRAP STRAP (FT-IN) N� W < • • • • 7 - 0• • • • 2• 2-3/4 1-1/2 1-1/2 30.0 10 - 6 "'v a o SEE TABLE 2 FOR MIN. 0 X •35.0•• ••8 -46 2+1/4 3 2 2 35.0 10 - 6 Q� SEPARATION FROM GLASS N F o 10 - 6 3 3-3/4 3 3 -� a 1 1a w 41.6 10 - 1 v0- S$ 3 a Lu = "u = 7 - 0 2 2-3/L 1-1/2 1-1/2 45.0 9 - 10 EXISTING CONCRETE, �; `^ " •a • HOLLOW BLOCK OR WOOD GLA55 /-T- 6.0.0 • • • 6 6• • • 2-1/4 3 Z 2 a u N TO LOCK STRAP IN • • 50.0 9 - 4 QW o W FRAMING(SEE ANCHOR I OR DOOF3 PLACE USE A 1/4-20 • • • • •0 ••1 • • 3 3-3/4 3 3 8 - 11 z _ SCHEDULE BASED ON THUMB SCREW OR 55.0 � v TYPE OF STRUCTURE) TRUSS HEAD BOLT •• • • • 7 !00 ••• •• 2 2-3/4 1-3/4 1-3/4 60.0 8 - 6 =W u #7 TAP DRILL 50.0 8 - 6 2-1/4 3 2-1/4 2-1/4 v, 8 z o E ol~ \ 6 6a � 1/4-20 9 - 4 2-3/4 3-3/4 2-3/4 2-3/4 65.0 8 - 2 W� NC ° _n NC THREAD a w'p 6 - 0 2 2-3/4 1-1/2 1-1/2 N� a 5 600 9 . 770.0 7 - 11 uw = a-. - 0 2-1/2 2-3/4 1-3/4 1-3/4 Zo r- 3 ' 5 14 8 - 6 2-1/2 3 2-1/2 2-1/2 72.0 7 - 9 Yu 41111111111111O N . \ � 75.0 7 - 8 3 1/4-20 HEX HEAD NUT (SPACER) 6 - 0 2 2-3/4 1-1/2 1-1/2 c No 1 CONNECTION TYPE 70 0 7 - 0 2 2-3/4 1-7/8 1-7/8 80.0 7 - 5 .9 �$hp o REFERENCE ANCHOR $ SCHED GE FOR MAX. 7 - 11 2-3/8 3-3/4 2-3/8 2_3/g 90.0 7 - 0 $ L qNN 100.0 6 - 3 o O WAFER HEAD BOLT ASSEMBLY NOTES:AL 110.0 5 - 8 ZW - 1'- 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD Z 1/4-20 NUT IS NOT NECESSARY 120.0 5 - 3 �Q o IF NOT USED AS INSIDE MOUNT TO DETERMINE MAX. PANEL SPAN POSITIVE :)IL o LOADS LESS THAN OR EQUAL TO THE NEGATIVE 130.0 4 - 10 J aF >° LOAD ARE ACCEPTABLE. 140.0 4 - 6 Qd' �`- a T MAX.STORM PANEL SPAN SCHEDULE o A FOR F-TRACK SILL W/ANY HEADER 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD 150.0 4 - 2 NO 6 x L TO DETERMINE MIN. SEPARATION FROM GLASS. . C; - 2 n DESIGN LOAD L MAX 1600 3 - 11 0 e O E (PSF) (FT-IN) 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, 170.0 3 - 8 gz n USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION 180.0 3 - 6 • '� 3 70.0 7 - 11 MAY BE USED TO DETERMINE ALLOWABLE SPANS. > < 11 1 190.0 3 - 3 80.0 7 - 5 VJ.KNEZ PUNCH 1/2" x 1" HOLES a 90.0 7 - 0 IN ADJACENT PANELS 200.0 3 - 1 R�.s< Esani a 6a TO RECEIVE THIS BOLT EXISTING CONCRETE. #7 TAP GRILL W/ PM NUT. PLACE 5"LONG HANDLE RIVETED TO PANEL n HOLLOW BLOCK OR WOOD W/ 1/4-20 PANEL OVER EACH n FRAMING(SEE ANCHOR n NC THREAD 1/4-20 HEX ADJACENT PANEL AND SCHEDULE BASED ON TYPE M HEAD NUT FASTEN WINGNUTS 1 1a N OF STRUCTURE) E , X w TO LOCK STRAP IN PLACE (SPACER) FROM THE INSIDE 0 SEE TABLE 2 FOR / ¢ USE A 1OR A THUMB u MIN. SEPARATION / L Q SCREW OR A TRUSS a HEAD BOLT - TABLE 4 c FROM GLASS �r c Z STORM PANEL 9O TYP. 3" TYP. y _ A a w wSFOR DETADULE STAINLES0 x S STEEL _3 g SIDEWALK J Z p W�+� DESIGN PM NUT (TYP.) BOLT (TYP.) w o _ 9 Z 1 1a PSFD (FT IN) --,,-NUT WASHER ON e 2 a w vt \ 1-1/2" NOTCH (TYP. OUTSIDE FACE (TYP) - .3 < p w z 60.0 7 - 6 BOTH SIDES) o= > o o wp 's' yna, Q _ _ _ FLOOR OR WALL MOUNTED ° TYP. o PRODUCT REVISED /2 - - 1 " 1 1a 2" x 2" x 1/ti" CONT. STUDDED > ascnmptyiaYwith the Fbtida i \ ANGLE Q OR WALL MO NTED r Bafdi 1/4-20 HEX 13 SLIDE C-TRACK © OR Idling SLIDE < HEAD BOLT 1/4-20 MACHINE (SEE DETAIL! FOR r AcnptaoccNooZ' C3 CONNECTION TYPE SCREW STUD FINAL LOCATION BOTTOM MOUNTING CONDITIONS) Ecpintion Date 0 07/19/2002 c PENETRATION / •• REFERENCE ANCHOR DETAIL J NOTE: E OR EMBED. (TYP. MAX. SCHEDULE FOR MAX. @ 12-1/2" O.C. OF STUD (TYP.) o gy .z nor<o wv o SPACING THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL Mia { ContrDl a..yoy cn.cw<ae OH WALL MOUNT F-TRACK SECTION USE OFFOR DETAILSHALNG IL BE IN CO JUCT ON WITH AN'h TH PANELS INSTALLED I HEADER Division •„„• vex ` lO 3/4" STRAP ASSEMBLY(SILL ONLY-ISOMETRIC VIEW "U"HEADER TOP MOUNT. 1-1/2" a SCALE :3 1'- 0" SIDEWALK BOLT ASSEMBLY FORG&SIMILAR(NO STRAP) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) 0I-373 08/26/02 16:30 N.T.S. N.T.S. sheet 3 of S; I . . ... . . . ... • . ... . . . . ... Uz not z Z N l.1 �V ANCHOR SCHEDULE ANCHOR NOTES: W a s FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. vi.1 < • . • • • • ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE "' 12 0 LOAD MIN.2'EDGE DISTANCE 1 3 E G IST N • SHOWN 1N TABLE 1. j (W) SPANS UP TO SPANS UP TO SPANS UP TO SPAINSOUPATO SP*NS UPt'O SPANIUP TO 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, a° < P.S.F. 8'-8" 10._6.. • ,• w • • • • • • • • Ud I- 5r-0" • ••G'-8"• • 70'-i'• ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR a v `A ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE t) (SEE NOTE 1) (SEE NOTE t) (SEE NOTE 1) (SEE NOTE t) EQUAL TO NEGATIVE DESIGN LOAD ON STORM PANEL AND SELECT SPAN O• W = GREATER THAN OR EQUAL TO STORM PANEL SPAN. v1,,, 9 m LA (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEENO 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. gy3)• • (S�ENQTG3) • •(SEfiNOTE3) REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF QW C a Y H Lu 1) C1 C21 C3IC4I C5 C11C2 C3C4105 C1C2I C31C4 CS C1IC2 C�IC4) 1 2 C C IC C1!C•2 C3 C4105 EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 35.3 16 16 116 ib 8 10 4 10 10 5 8 3 B 8 4 16 Ifi 16 11 �2 S 12 1 6• 9 1 3 ee 9 S 2i i 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS uW of 47.2 13 9 '13 13 6.25 8 8 8 3 6.25 S 6.15 3 15 10 19 15 •1 •3 1 91 9 4• t 6.25 7 3 RECOMMENDATIONS. 62.2 10 4 10 10 5 6 4 6 5 5 11 5 11 11 6 6.2S 4 6.2S1 3 5 3 5 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 11. y m O E 1/4"0 ITW TAPCON 11,45 >x x _a 72.0 9 3 9 9 4 5 5 5 S 10 4 10 10 5 5 3 5 3 5 3 5 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS w,n =g W/EMBEDMENT VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING z EMBEDMENT 122.0 5 5 5 5 5 5 6 3 6 3 5 3 5 S 3 S MEMBERS, NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR Z $ n SIDE CLOSURE PIECES. Yv a 35.3 16116 16 16 12 13 6.I5�13 13 07 11 4 11 11 S 16 16 16 16 75 16 j 7 tb i6 8 14 5 1L 14 7 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 0 47.2 16112 16 16 9 10 3 10 10 5 8 7 8 4 16 15 16 16 11 12 4 12 j 12 615 10 3 9 10 5 SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/L" ��oo EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE 0 1/4"0 ELCO 52.2 t3 6 13 131 7 7 5 7 4 6.25 3 6.25 3 161 7 16 16 8 9 3 16.25 9 5 8 L 8 4 "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE a TAPCON PHILLIPS PAN HEAD OR HEX HEAD. C W/1-1/4"MIN. 7 2.0 11 4 11 11 6 6.25 3 6.25 3 6.25 3 6.25111 3 14 5 i L 14 7 8 4 81 L 8 4 8 4 L G a N EMBEDMENT 8. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2"' ENGAGEMENT OF THREADS m 122.0 6.25 3 6.25 3 6.25 3 6.25 3 6.2S 3 6.25 3 B 4 1 8 4 8 4 81 1. 8 4 1 8 4 TO EMBEDDED CALK-IN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, ZLU o OR WAFER HEAD (SIDEWALK BOLT).FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS Z r o^ �k 35.3 16 16 16 161 11 15 7 15 15 6.25 13 5 13 13 5 16 16 16 116 13 16 7 16 16 7 13 5 13 i 13 6.25 OR TRUSS HEAD BOLTS.LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 1�Q; N.m oI,B, 47.2 16 141161 16 8 11 4 11 17 4 9 3 8 9 4 16114 16 16 9 12 4 12 12 5 10 3 , 9 10 4 9. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. V 1/4"0 ELCO MALE/ 1 Q C i FEMALE-PANELMaTE-w/ 62.2 15 7 15 15 6.25 8 6.251 8 3 7 4 7 3 1161 7 16 16 7 9 6.25 9 4 7 4 7 3 u k 7-1/4 MIN.EMBEDMENT 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, s z= m i 1/4-20 MACHINE 72 0 13 S 13 13 5 7 L 7 3 7 4 1 7 3 13 5 13 113 6.25 7 4 7 3 7 4 7 3 NUT OR WASHERED WINGNUT.REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT NO rn SCREW WITH NUT 122 0 7 L 7 3 1 L 7 3 7 4 7 3 B 4 8 3 7 4 7 3 7 4 7 3 MOUNT (a) 6-1/4" OR 12-1/2"" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT Qyl o �8 v W I EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE os h W n r--pl 35.3 12.Si12.5 72.5 72.5 9 12.5 6.25 12.5112.5 5 11 4 11 11 4 12.5 12.5 12.512.5 t2.5 t2.5 7 112.5 12.5 8 12.5; 5 12.5 12.51 7 o z �vY"J1 z 9 ,a U * 47 2 12.5 12 12.5 12.5 7 10 3 10 10 4 8 7 8 3 12.5 12.5 12.5 12.5 11 12.5 4 12.5 12.5 6.25 101 3 9 10 5 �j Z 1/4"0 POWERS CALK-IN 62.2 12.5 6 12.5 12.5 5 7 5 7 3 6.25 3 .6.25 12.51 7 12.512.5 8 9 3 6.25 9 4 8 4 8 4 - 0 W/0/8-EMBEDMENT j V L 1/4-20 STAINLESS 72.0 11 4 11 11 4 6.25 3 6.25 8.251 3 6.25 12.Sj S 12.5 72.51 7 B 4 8 1 4 B L 8 4 •KNEZEVICH a' STEEL MACHINE SCREW 122 0 6.25. /j 3 6.25 6.25 3 6.25 6.25 3 6.25 8 4 8 1 4 8 4 el 4 8 L 8 L auvn.. 10511 `0- 35.3 16 16 16 16 9 1115 11 11 5 9 3 9 9 4 16116116 161 10 1t 5 11 11 5 9 3 9 9 4 Q47.2 14 9 14 14 7 8 3 8 8 4 6.25 6.25 6.25 3 14 9 141141 7 8 1 3 8 8 4 625 6.25 6.25 3 1/4"0 TRU-FAST cJ = TAP GRIP CF 62.2 11 4 11 11 5 6.25 4 6.25 3 5 5 11 L. 11 it 5 6.25 L 6.25 3 5 S W/1-1/4"MIN. 72.0 9 3 9 9 4 5 5 5 5 9 3 9 9 5 5 5 5 5 9 Z��Z 0 EMBEDMENT 1220 5 /� 3 5 5 5 5 5 5 3 5 5 5 5 5 r rn >o c c; 35.3 16 16 16 16 16 16 11116 16 9 16 7 16 16 7 16 16116 16 16 16112 16116111 16 8 16 16 9 m sg a 47.2 16116 16116 12 16 6.25 16 116 7 14 4 13 1L 5 16 16 16 16 15 16 17 16 16 8 16 S 75 16 7 - n 3/0"m POWERS 62.2 16 70 16 76h5s 4 9 13 5 11 3 6 11 L 16 11 116 16 11 15 i L. 10 15 6.25 13 3 6.25 12 5 e =a % TAPPER .c< 1 W/1-1/4"MIN. 72.0 161 8 116 163 6.25 11 4 11 3 6 11 L 16 9 16 16!10 13 3 7 13 5 13 3 6.25 12 5 x EMBEDMENT _ o c 122.0 121 3 16.25 123 6 11 4 11 3 6 11 4 13 3 7 131 5 13 3 6.25 12 1 5 13 3 6.251 12 5 U 1r 35.3 16 16 16 164 10 10 5 B 3 8 8 4 16 16 16 16 i 11 11 5 11 11 16.25 9 3 9 1 9 5 47 2 13 9 13 13 7 7 3 6.25 5 6.25 3 15 10 15 15 8 8 3 8 8 1 4 7 6.251 7 3 PRODUCT REVISED 1/4"0 POWERS 62.2 10) 4 10 104 5 3 5 4 11 5 11 11 6 615 4 6.ZS 3 5 5 3 as comptyin>t with the FkTWA ZAMAC Deidioe CodeNAIL-IN W/1-1/8" 72.0 8 3 B 8 5 5 4 9 3 9 9 5 5 3 5 3 5 5 3 Acceptancc No O ,,,,MIN.EMBEDMENTE%pintion DateU 7 1 07/19/2002122.0 S 5 4 S 4 5 3 1 5 3 5 5 3 5 5 3 U O MI1mi �� AS MOTEO AV C �tyr�,,.� 10esgn OY <n�t1.AC o Division 02-373 a` sheet 5 of 5 08/26/C2 16:30 •e .. . . • •• .. • • • . • • . • • • 000 • • • • 0:0 u z uz noZ z ANCHOR SCHEDULE • •• • •• ANCHOR SCHEDULE �� FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND 9FAN5 • • • • • • FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS to F < Loao MIN.2"EDGE DISTANCEfill LOAD 3/4'EDGE DISTANCE o .U . (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP 50 S&AIRS Ula TO SPANS OP TO = (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F 51-0- 8'-°" -a H 10.-6" 5'-0" 8'-8" 10' 6" � P.S.F. 5'-0" 8'-8" t0'-6" Va �r� r ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) in ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) W s y~j (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTI H LA: m CUI•TYPE CONNECTION•TYP! �NNE�10N TYPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1/1 ac X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE Nt 3)• • tECNCIE • W Lu ••• • (S�`NOTE 3) X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) a W C a 1) C1 C2!C31C4IC5 C11C2 C3IC- C5 C1IC2 C3 C4IC5 C1,C2 C3fCt�;La5C7MC2 C el C C1'C2i ICL CS ul 1) C1jC2jC3 CLIC5 C1jC2JC3jC4�C5 C1�C2 C3 C4 C5 q3G `�^i�"Fi 35.3 16 16 16 75 15 76 9 16 161 8 16 6.25116 16 17 16 116110 1-6196 446 A 11611 1#r&1 1916 116 8 H 35.3 16 16 16 16 16 16 16 16 16 11 16116 16 16 9 =W }}} q�g v 47.2 16 16 76 16 11 14 5 1L 1L 6.25 12 3 11 12 5 16 16 16 116 113 16 5 16 16 8 13 4 12 113 6.25 47.2 16 16 16 16 14 16 13 16 16 8 16 1 10 16 1616.25 V� ry c 1/4-0 WOOD LAG W/ j >z 62.2 16 1 8 16 16 8 11 3 7 71 L 9 5 i 9 L 16 9 16 16 10 12 3 8 12 6 10 3 5 j 10 5 1-3/L"MIN.THREAD 62.2 76 16 76 16 11 16 9 16 16 6.T5 16 7 13 t6 5 w� n 0 1/L"o ITW TAPCON W/ i PENETRATION SHEAR 2 - •• E t-1/4-M.N.EMBEDMENT 72 0 1fi 6.25 16 116 1 7 9 S 9 L 9 5 1 9 L 16 7 16 76 9 70 3 5 10 5 10 3 5 10 5 N� o '�^t PARALLEL OR 72.0 16 16 16 16 9 16 7 13 76 5 16 7 13 16 5 w1n =g m o a PERPENDICULAR TO z J (MIN.3,100 P.S.I.CONCRETE) 122.0 9 5 , 9 4 9 5 9 4 9 5 9 L it 3 6 11 j 5 10 3 5 10 5 101 3 15 10 5 WOOD GRAIN 122.0 16 7 14 16 5 161 7 113 16 5 161 7 113 16 S 5Lv n v .� 35.3 16 16 16 16 16 16 1131 16 11.6 12 16 1 8 16 16 10 16 16 16 16 16 161 13 16 16 14 16 9 16 16 11 >tie 35.3 16 16 16 16 16 16 16 16 16 114 16 16 16 16 11 � o � x r, 1/Loc- 47.2 16 16 16 16 16 16 7 16 15 9 16 S 115 16 7 16 16 16 16 16 •16 7 16 16 10 76 5 tfi 16 8 �� 47 2 16 16 16 16 16 76113 76 16 10 16 10 16 76 8 x prqo. CO MALE/ Q 1/4"o ELCO MALE/ o FEMALE"PANELMATE"w/ 62.2 16 12 76 16 1 12 16 4 11 1 16 1 7 13 4 7 13 6 16 12 16 16 1 14 16 5 111 16 8 14 4 7 73 6.25 FEMALE "PANEL 62.2 16 16 76 16 13 16 9 16 16 8 16 7 13 16 6.25 a• 1-3/4 MIN.EMBEDMENT t Q <1•+v1�+ W/1-7/D" MIN. -2 s m�^Q 10 b v4-20 MACHINE 72.0 16 9 '16 116 10 13 L. 7 13 1 6 13 i 4 7 13 6 t6 9 16 76 12 t4 L 7 14 7 14 L 7 1 13 6.25 3 PENETRATION L 1/L-20 72.0 16 16 16 16 11 16 17 i 131 t6 6.15 16 7 13 76 6.25 �,� ,o N SCREW WITH NUT ,7J 3K navlgN MACHINE SCREW o G - (MIN. K51 CONCRETE) 122.0 14 4 7 14 6.25 13 j L 7 1131 6 13 4 7 131 6 14 L 8 14 7 14 L 7 13 6.25 1L L i 7 113 6.25 WITH NUT 122.0 16 7 14 16 7 16 1 7 113116 6.25 161 7 13 1616.25 ZLU aaj: •-u� W 35.3 12.5 12.S't2.5 12.5 72.5 12.5 12.5'12.512.5 10 12-5110 72.5 72.5 8 12.5 12.5;12.5112.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5112.5112.5 12.5 35.3 12.5 12.5 12.5112.5 12.5 12.5 8 1125 112.51 8 12.Sj 5 12.5 12.5 6.25 LQ a N a o v W � 47.2 12.5:12.5112.51.2.5112.5 12.51 8 12.512.5 7 12.516.25 8.512.5 6 12.Sj12.5 72.512.5 12.5 72.5 11 72.5 12.5 12 12.5 8 12.512.51 9 47.2 12.5 12.5 12.5172.5 10 12.5 L 12.512.5 6 11 3 10 11 5 « U 1/4"0 POWERS CALK-IN a V 62.2 12.5 12.5 72.5 12.Si 9 12.5 5 12.5 12.51 5 72.5 4 8 12.5 4 72.5 12.5 72.5 12.5 72.5 12.5 7 ji2.5 12.SI 9 12.5 5 10 12.51 7 1/4-0 TRU-FAST 62.2 12.5 8 12.5 12.51 7 10 3 7 10 4 B 4 8 3 Q2 d F W/7/8"EMBEDMENT TAP GRIP CF F i e Z L 1/L-20 STAINLESS 72.0 12.5 71 12.5 72.5 8 12.5 4 I B 72.5 4 12.5 4 8 12.5 L. 12.5 12.5 12.5 12.S 12.5 12.51 5 10 12.5 7 12.5 5 10 12.5 7 72.0 12.5 6 12.5 12.5 6.25 8 L 8 3 8 L 8 3 NO 3 0 STEEL MACHINE SCREW W/2-1/4`MIN. ppt V (MIN.3.000 P.S.I.CONCRETE) 122.0 12.5 4 9 12.51 5 12.5 4 8 12.5 L 12.51 4 8 12.5 4 12.5 6 11 12.5: 8 12.51 S 110 72.5 7 t2-5 5 10 12.5 7 PENETRATION 122 0 9 5 9 4 8 L C-j 3 B L 8 1 3 OLA 0 9 O M 3 35.3 16 16 16116 12 76 7 116 161 7 13 S 113 13 6 16116 16 16115 16 8 16 16 9 741 5 1L 14 7 E n 47.2 16 11-116 76 9 12 4 12 12 S 9 3 9 9 L 16 16 16 16 11 13 L 13 13 6.25 11 3 10 11 5 c 3 1/L"o POWERS n ZAMAC 62.2 75 7 1151151 7 9 6.25 9 4 7 6 7 3 16 8 161161 8 10 3 7 10 5 8 4 8 L N NAIL-IN W/i-1/8" VJ O MIN.EMBEDMENT 72.0 13 5 13 13 6.25 7 4 7 3 7 4 7 3 15 6 15 15 7 8 4 8 4 8 4 8 4 a (MIN.3,000 P.S.I.CONCRETE) 122.0 8 4 8 3 7 A L 7 3 7 4 7 3 9 5 9 4 8 4 1 8 4 6 4 8 4 Pa0FE5 f Q 0.Uorue lalO 35.3 16 16116 16 16 16 11 16116 9 16 7 16 16 7 16 16 16 16 16 16 72 16 16111 15 8 16 161 9 L7.2 76 76 16 16 12 76 6.25 16 16 7 14 4 13 14 5 16 76 16 16 15 16 7 16 16 8 16 S 15 16 7 � 3/8"0 POWERS n TAPPER 62.2 16 110116 16 9 13 4 9 13 5 11 3 6 11 4 16 11 116116 11 15 4 110115 6.25 13 3 6.25 12 5 I j EMBEDMENT 72.0 16 8 16 16 8 11 3 6 11 4 11 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 3 6.25 12 5 p 2 9 2002 (MIN.3,000 PS.1.CONCRETE) 122,0 12 3 6.2S 12 4 11 3 6 ; 17 1 4 77 3 6 11 a 13 3 7 13 5 13 3 6.25 12 5 13 3 16-25112 5 E >o •E 35.3 16 16 16 16 16 16 11 16 16 110 16 7 116116 8 16 16 16 16 16 16 12 76 16 11 16 8 16 16 9 :e< 47.2 16 16 16 16 13 16 6 16 16 7 15 4 14 15 6 16 16 16 161141161 7 16 16 8 16 5 11411 6 1/4"0 TRU-FAST TRU-FAST 62.2 16 11 16 16 10 14 4 10 14 5 12 3 6 11 4 16 11 16 16 10 15 4 10 15 6 12 3 6 12 5 • �' TAP GRIP CF / W/2-1/L"MIN. 0 72.0 16 8 16 16 8 12 3 6 12 5 12 3 6 17 L 76 8 16 16 9 13 3 6 13 5 12 3 6 12 5 - :o EMBEDMENT s -U (MIN.3.000 P.S.I.CONCRETE) 122.0 12 3 6 12 5 12 3 6 t 7 4 12 3 6 17 4 1 3 3 7 13 5 t2 3 6 12 5 12 3 6 1 2 5 / ` x< 0 0 c SEE PAGE 5 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED sa complylaQ with the Florida •• Bal - di•Q Code acre 07/19/2002 •oo "^ Acceptance No O Z-013/•/S �� E E.piration Date Dol •wsl�orto drawn eAv o` • C B eesge er �n.c"ee 6 y VM V)K Miemi Dad utt CO•trd ece.•s„q ne. c Division 02-373 a` sheet 4 of pj5 08/26/02 16:30 _ __ ]�N0UY00\�N �QUY0U0N�QN�0800�0UQ�00� �0N| NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRSTJINSPECTION 'ECORDED 09/15,2006 12:57-*40 STATE OF FLORIDA� COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain r I property, and in accordance with Chapter 713, Florida Statutes, the folloWng info i m provided m this Notice ofCommencement. « ' 1. Leg | `~-- eAk-Py 4V , _ Description_ _ -.,_'_ 3. Owner(s)/am Interest in property: AQ) Name and address of fee simple titleholder: 4. C - Surety:` `P-'--- ~~'~ '`,~^`~ by Avnbr from contractor, " =n Name and Address: Amount ofbond 8. Lender's name and address: 7. Persons within the state ofFlorida designated by Owner upon whom notices orother documents may be mmod as provided bySection 713.13(1)(a)7, Florida Statutes. Name and Address: � 8. In addition to himself, Owners designates the following person(s)to receive a in Section 71�13(1�b), Florida Statutes. ' provided Name and Address: - —,'--n --- ~ ~'~'~~~~ ~ Commencement: (the expiration date= 1 year from uvthe date v/ recording unless a different date isspecified)