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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: ° (� -' a` .[tECEIPT:' ' � PERMT ABER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISIQN 2300 Virginia Avenue CAIV/vEt) Fort (772) 462-1553982 St. Lucie C®ij my APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SM ADDRESS: r/� ✓� ` ' � P''0-4— 2. PARCEL ID NUMBER*. i„ -7 ®�' 3 ©U 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:las ► v o'✓� P ©� Sr�1 4. TYPE OF STRUCTURE: SFR--f MOBILE HOME "� OTHER � 5. OWNERS INFORMATION 6. Name: Y` °� L� x) VA �'j Address: 14,312 City: C t- Q ► suY State: 1 Zip.. ® Phone: �� 2 ' a2 b - 6,,L..1 q Email' I �f yyr o L "3 3 elm_ " 1. C- " CONTRACTOR'S INFORMATION FL Reg/Cert #: 9 ` County Cert #: C./? C D 0 S ZO r Business Name: " P Phone Number. Email: 6� �` � d [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 1a — FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance With all applicable laws regulating constructi n and zoning. c SI NATURE OF OWNER�OR CONTRACTOR/QUALIFIER PRINT OWNER OR CONTRACTOR/QUAIFIER NA1#E _ _ .- .- - . __ _. STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ��MEE�TMS DAY OF WHO PERSONALLY0WIY/1'O MEO WHO HASP I SIGNATURE OF N ARY TITLE: NOTARY PUBLIC 20 / �:. BY `ED AS IDENTIFICATION. TYPE OR PRINT N,4W OF NOTARY SEAL CoNwsSION NUMBER NOTICE TO OWNER: 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. ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information'in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to, be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place: 2. PARCEL ID NUMBER: ................ 7 ........................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION :................................................. Indicate the name and address of the, owner of the property on which the product is"to be installed 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the State of Florida (if applicable) and, St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building(co ction,activity. The value of construction is used to nslrui . , - -, determine the amount of permitting fees to be:assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M..each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County.Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1'261. ,SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC DATE: R� 1PT: PERMIT N PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: (a 0 f S 0 1 A-,J -e— 2. PARCEL ID NUMBER: Le -7 6 3 0,." 3. DESCRIPTION OF PROJECT: f4 U 1 T T 9__-� - 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: OTHER: 5. OWNERS INFORMATION NAME: C `sue I B J Car'• I ADDRESS: I Ll V 0- � CITY: j_ P 1 ��- STATE: ZIP CODE:jj 4,4�b - PHONE: 7 %'Z- 110 I EMAIL: 2 3Q c- 0 5 l- C- Type of Surface attachment: Wood Frame 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: v10 COUNTY CERT #: BUSINESSNAME: LlGL PHONENUMBER: 77/ -V,4 - g 2 Z Z- Q.� EMAIL: c �!�/% /7 d7yP�r e2 Concrete Masonry Other PRODUCT TYPE., PRODUCT DESIGN'PRESSURE PRODUCT APPROVAL #: REMOVABLE. PANELS_ ACCORDION ROLL -UP ..FABRIC ' OTHER [ } ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAH,S'TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR'DETERMINING EMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EUISTINGRESWENTIAL STRUCTURES ONBAC% 7. VALUE OF CONSTRUCTION: $ PERMIT FEE: $ OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/Z=C_� R SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF c � � ACKNOWLEDGED BEFORE' ME THIS S DAY OFME 10 IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTiFICAl'101V. eAc, �j 44 L. F-l" SIGNATURE O OTARY TYPE OR P NAME OF NO- TITLE: NOTAR PUBLIC COMMISSIO ER ";V1441,K ELAM.HUFF MY COMMISSION # EE 083530 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR Ll NOTICE OF COMMENCEMENT. YOUR SLCPDSD Revised 4/10/2012 JC INSTRUCTIONS Please complete all information in the space provided. „All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those -activities that is not otherwise included under a primary building permit This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: LOCATION/SITE ADDRESS: ............ 7--*-*- ................. Indicate the, street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ...................................... ................. Indicate the Property 'Tax Identification Number for the properly on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION :................................................. Indicate the name and address of the .owner of the property on which the product is to be installed 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the,work. 6. VALUE OF CONSTRUCTION: .......................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated. value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed.and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 PAL For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one- panel ,must be installed and the remainder must be by the openmg'forlhe inspector to verify remaining panels. ON NEW HOMES'ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION, OR INSPECTION WILL: FAIL AND C.O. WILL NOT BE ISSUED. S1CCDV FORM NO: 006-05 Property Appraiser - St.Lucie C ° :;ity, FL Page 1 of 1 Oeun Jacobson Record: 1 of 1 Property Identification Site Address: 2120 Esplanade Sec/Town/Range: 21 :35S :40E Map ID: 24/21N Zoning: RS-4 Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print �V�3OiE 00G ParcellD: Account* 2421-607-0023-000-9 29185 y ?2< Land Use: SF Res R .� City/Cnty: St Lucie County Owner: Oeun Jacobson Address: 339 Hernando St Fort Pierce FL 34949-3240 Sales Information Date Price Code Deed Book/Page 3/14/2012 30000 0111 CT 3371 / 0923 2/20/2004 100700 00 WD 1906 / 0148 9/22/2000 71500 00 WD 1330 / 2545 4/8/1997 0 01 FJ 1070 / 2709 8/1/1988 45000 00 CV 0600 / 2879 7/1 /1986 15000 01 CV 0552 / 2668 Legal Description CORTEZ ESTATES -UNIT NO 1 BLK C LOT 1 (0.23 AC) (OR 3371-923) Assessment 2011 Final Total Land and Building 2011 Final: 54400 Land Value: 8600 Acres: 0.23 Assessed: 54400 Building Value: 45800 Ag.Credit: 0 Finished Area: 1563 SgFt Exempt: Taxable: Taxes: 1106.79 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HC- - HC- YearBlt: Grade: C- - C- EffYrBlt: StoryHght: 0010 -1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 1 HeatType: 1 /26ath: 1 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S , Qty. Units Qual. Cond. YrBlt. FNW6 - WOOD FEN 6' Y 1 180 AV AV 1999 FS - Fibrglss Shg RoofStruct: GA - Gable 1959 Frame: - 1977 PrimeWall: BP - Conc Block 1 SecWall: MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHt/Fl: STD ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 0100-SF Res BI -Front Ft 90 110 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. jz-- http://www.paslc.org/pasle/Pre.asp?prclid=242160700230009 6/5/2012 Planning & Development Services Building &Code Regulation Division Alert Maintenance 2300 vrginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 PROPERTY•- • Parcel # 2421-607-0023-000/9 Jurisdiction St. Lucie County Permit # I96100093 Lists first permit on property. Reference only. Zoning Residential, Single Family - 4 Address 2120 1 1 ESPLANADE FORT PIERCE 34982 i tGiJ Alert 2 Active DOUBLE FEE - REPLACED WIN 05/14/2012 Debbie DOUBLE FEE - REPLACED 05/14/2012 Debbie WINDOWS W/O PERMIT. CODE CASE #72523 MICHELE PRESTRIDGE 1. You must enter a number in the severity column to show the information. If it's blank, there will be no light to indicate that there is a message. 2. Please reference the permit # or permit type. When there is more than one permit, ifs cifficult to determine what the message is referencing. Property Appraiser - St.Lucie ^��znty, FL Page 1 of 1 Oeun Jacobson Record: 1 of 1 Property Identification Site Address: 2120 Esplanade Secfrown/Range: 21 :35S :40E Map ID: 24/21N Zoning: RS-4 Ownership and Mailing Owner. Oeun Jacobson Address: 339 Hernando St Fort Pierce FL 34949-324Q PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print CIE ParcellD: 2421-607-0023-000-9 z � Account* 29185 Land Use: SF Res City/Cnty: St Lucie County ' Legal Description CORTEZ ESTATES -UNIT NO 1 BLK C LOT 1 (0.23 AC) (OR 3371-923) Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 54400 Land Value: 8600 Acres: 0.23 3/14/2012 30000 0111 CT 3371 / 0923 Assessed: 54400 Building Value: 45800 2/20/2004 100700 00 WD 1906 / 0148 Ag.Credit: 0 Finished Area: 1563 SgFt 9/22/2000 71500 00 WD 1330 / 2545 Exempt: 4/8/1997 0 01 FJ 1070 / 2709 Taxable: 8/1 /1988 45000 00 CV 0600 / 2879 Taxes: 1106.79 7/1 /1986 15000 01 CV 0552 / 2668 BUILDING INFORMATION Exterior Features View: - RoofCover: FS - Fibrglss Shg RoofStruct: GA - Gable ExtType: HC- - HC- YearBlt: 1959 Frame: - Grade: C- - C- EffYrBit: 1977 PrimeWall: BP - Conc Block StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/28ath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No, Land Use Type Measure Depth FNW6 - WOOD FEN 6' Y 1 180 AV AV 1999.1 0100-SF Res BI -Front Ft 90 110 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=242160700230009 6/6/2012 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3711404 OR BOC'-'397 PAGE 314, Recorded 06/06/2012 -,1:39 AM Y 1 NOTICE OF COMMENCEMENT Permit No. 1p• ©�-1-7 TaxFolloNoyzrgz/ "I DO�1 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. , o Fs P R'dR Ind — Legal Descriptio of Property: (and street address if a�va}'lable): �D General descripti of improveme t: Owner infor atio r Lessee I ati n If a Les a contra for a Improv, me Name Address Interest in p ope Name and a dres of fee simple titleholder 'f di rent from Owner isle abov ): Contractor's Nam Z T O rJ L tuber: Contractor Address: rL ' Surety (if applicable, a copy, of t e payment bond is ched): Amount of bond: $ Phone number: Name and address:. � J/ J 6 Lender Name: IV/ _ Phone Number: Z0'� Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: phone Number: Name: receive In addition to hpselt or nersen, vwn--5-- Uenor's Noti as pr ection 13.13( b), Flor Statute Phone num er of erson or enti desi nat by o er: Expiration ate f notice of commenceme t: it a expiration date lay of be be ore tie cotk ucti an�ilaent to the contractor but ill be 1 year from the dat of r cording unless a d ffere t date i spec WARNING 0 ER: ANY PAYM MA E B HE OWNER A ER T E EXPI ION MENCE ENT ARE CONSIDERED IMPROPER P ME APTE 713, ART , ECTIO 13.13 FLORIDA S ATU ES, N YOUR P YlN TWICE FORREC N SITE ETHEFIRST IMPROVEMEN 0YOUR PROPER . AN071 OFCOMMENCE ITH YOUR Ny BE ER OR AN E OMMENCING WO OR INSPECTION. IF YOU BTAINFINANCI RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty o er)ury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of myknowl a dbelief. (Signatory's Title/Office) - The foregoing Instrument was acknowledged before me thls--,!�- day of d `r� �- , 20L�— 203 ��0 s or BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.buIdingcodeonUne.com AWP, LLC 8130 NW 74`s Avenue Medley, FL 33166 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 580 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum. Single.Hung Window. (N.I.)" sheets 1 through 5 of 5, dated 10/10/96 with revision E dated 10/22/07, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 NO A. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03-0910.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-1029.08 C Olt p riration Date: November 14,2012 pproval Date: Decemiber 6, 2007 F1 L L" Page 1 IN SERIES 680 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I1 UGDWNGU AND ItSIEU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8' WINDOW WIDTH 50 1/8- D.L. OPG. (FIXED) 7 . 13 5/8' _ II FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I I. u u D II II n u + a R u It �i u n � II II o \ E3 It B I II n = 3 II J II 11 M � O II / II 4111/2' D.L OPG. 50 11/16- TOP CORNERS OF ARCH TOP WDWS. TO BE SECURED BY SCREWS OR SPOT WELDING �Imw � o � U TYPICAL ELEVATION TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. CORNERS w 8 00 W MONOLITHIC GLASS< < NON IMPACT DR. HUMAYOUN FAR000 PRODUCTREVISED STRUCTURES 84-mPblal with lie PlnI& lz F1A PE / 16557 g6idM(,, Cofk d CAN. 35JB AoeEP�Ve N� .OB o Imttoo Datc DIZ $ $ � � 8y--- c Prad�clCunhpl &awing no. 8 4 2007 W96-38 9 z n x O � I I "j $m 9NQ m r a Ia"rOs s SAs Croy yT�s T m � b W M� dr, DY. HAMID W ° falL by: W I i i\\\ G W+ • i V I+ 4 P b m LWi A ylrrj,N+ gym„ N+ U N+ m , O 1 V W 4 � V aNi En • . 333 : • 2 y I I I 1?$ O p I 1 I A O O C I I I N o 1po I I I u o O I tn .ui O m O O� O P IGa of A $' m O iC ++ O 0 0 OD O O b N p is G o v YA N W O Ill O I I I N IWI- ,00 I I I 'I' 0 0 I u O N is O W a b A I W J. O O y S o O N \ W + O I y' 0 o p o c W OW Z y b S 2 O V o b G 1 G I 1 .q. Wo -- bO o G I v m O E H W o m 4 o to N m o G o o v m >> O 4 V V G fa ID C o m o O + b G qq o N S lmu p O G G N is ;y4 0 G o Cl IO G m 0 b 11N p, n K mN '.. to O A 4$ U IUO Iw O aWi lVo A v N= m 'S1 I o $ b $ $ o o 0 o Pi $ $ o 0 $ $ o �{ o� $ o 0 0 $ $ $ $ $ o $ o Q 2 o b o 0 0 0 0 0 0 0 *t-ojo! .$' o. o $ o $ $ $ $ o o $ $ $_$W-1 o $$ $ o $ o o$$$$$o o 0 o 0 6cp ONOrVm +0 Om V 4 0 J 4 A m m p m 4 is b V o v N 3/8- MIN. TYP, GLASS BITE G3 N m ti W W O 0 Log mn z ? �m Co m p O G N m SERIES 580 ALUM SINGLE HUNG WINDOW (N.I.) AWP, LLC Manufacturers of Yale Ogron Windows and Doors 8130 N.W. 74TH AVE. MEDLEY, FL.. 33166 TEL (305) 337-26" FAX (305) 60-uos V AL-FAROOQ CORPORATION I�C ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 3317464 TEL (305) 28=0 FAX (305) 2656978 TYPICAL ANCHORS 1/4" TAPCONS- SEE ELEV. FOR SPACING a . u 1 WOOD BU � / e a. " .NO ANCHORS RE00. AT SILL TYPICAL ANCHORS #14 SMS SEE ELEVS. FOR SPACING TYPICAL ANCHORS 110 SMS SEE ELEV. FOR SPACING COUNTY APPROVED MULLION ANCHORS TE NOA TYF SEE ELEV. FOR SPACING FAND D BUCKS AND METAL STRUCTURE NOT BY YALE OGRON T SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16' OR 1/4" T�OOS (SEE SHEET 2 FOR USE OF 3/16" TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY /12 SMS OR SELF DRILLING IN SCREWS (GRADE QRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .#10 SMS OR SFLF DRI 11N - SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS' (NO SHIM SPACE) ANCHOR EDGE DISC' N . INTO CONCRETE AND MASONRY - 1-1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. WEEPHOLES: W7 = 3/4" WEEP NOTCH AT EACH END "ON. HIIVAYWN FAR000 b •� 3 FIA PE i6557 d 3 CAN. SPRODUCT REVISED _6 >b drop Code with Ns FbriAx k4tidix3 Code 4ccepmR:x No . t)=i1cA.d 6 reHcc 6f 0 2OCT t 4 2007 A"° PradedCaNud ft 0 ITEM PART / REgD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 7E-169 1 FRAME HEAD 6063-T6 2 YE-167 1 FRAME SILL 6063-T6 - -_ 3 YE-102 2 FRAME JAMB 6063-T6 - 4 YE-152 1 FIXED RAIL 6063-T6 - 5 YE-151 I VENT TOP RAIL 6063-T6 6 YE-168 1 VENT BOTTOM RAIL 6063-T6 7 YE-920 2 VENT JAMB 6063-T5 B - AS REOD. GLAZING BEAD ALUMINUM ROIL FORMED 9 10 - 2/ VENT BLOCK &TACKLE BALANCE _ 11 12 YH-511 YH-510 AS REDO. AS REOD. BULB VINYL BULB VINYL PVC PVC SINGLE SINGLE 13 YH-509F AS RE00. PILE-SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE) 14 YH-604 2/ VENT VENT LATCHES NYLON/CELCON AT 6' FROM ENDS 14A YH-515 2/ VENT CAM LOCKS ASMAK AT 6' FROM ENDS IS /10 X 3/4' a FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 16 #B X 1' 2 HALU RAIL SCREWS CRS CAD PLATED, PH SMS 17 08 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS ANCHORS X FOR SPACING .ET 2 FOR CAPACITY SEE SHEET 2 FOR CAPACTFY BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACTY RIMAYWN F.4R000 PRODUQ.TREVIRED ao c ^ F Rlh'f 1 PN r 16557 m spmp7in with ftllb(� DsBk!e; Ccsto a ^ LN. 5578 A.aaxs;xzNo .OB _ : � a . uotlaa DAte 1Z � Y � s 4 2007 AlLwi dt Plvd®etCmtrd DLVh n (// drowi ge n0. W96-38 1 y m y i z to z+�£ ro v � L 0 C$ 4 (gO dr. M: MAMID CID o chk 8 Z "�+ 0o b, m T r m N V N N V acr(c3 Sao ALUM SINGLC nuno wmoorr (n.L) qL-FAROOQ CORPORATION a AWP LLC danufadurors Yale Ogron ENGINEERS & PRODUCT DEVELOPMENT 12355.W.87AVE �w T of Windows and Doors 8130 N.W. 74TH AVE. MIAMI, FLORIDA 33174 C MEDLEY, FL. 33166 M- (305) 887-25" FAX (305) 883-1309 TTL(3O6)26 VM 11"(305)262.6978 COMP-ANL\W96-3BY AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W96-38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung Window (N.I.)", dated 10/10/96 with revision E dated 10/22/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Eyebrow Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Radius Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08 /07/03, signed -s ed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) _ )) Manuel Per , P. � Product Control Exaadnd NOA No. 07-1029.08 Expiration Date: November 14, 2012 E-1 Approval Date: December 6, 2007 AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1.' Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated October 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03.0910.04, issued to Yale Ogron Manufacturing Co., Inc. for their Series "580" Aluminum Single Hung Window and Dual Action Window, approved on 12/18/03 and expiring on 11/14/07. , Manuel Pere , P . Product Control Ex ' er NOA No. 07-1029.08 Expiration Date: November 14, 2012 E-2 Approval Date: December 6, 2007 MIMI®D�ADE . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA WeatherGuard Building Products, Inc. 9040 Belvedere Road West Palm Beach, Florida 33411 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date .stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this. acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel", sheets I through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E., 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 in or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #02-0417.06 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. a � ����� NOA No 06-0706.17 " /7 L Expiration Date: 04/18/2012 Approval Date: 05/10/2007 0 �,l o Aoo7 Page I GENERAL NOTES: 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT o PROTECTIVE SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI-DADE COUNTY PRODUCT o CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 WITH 2O05 0, 2006 SUPPLEMENTS. 0 2. PRODUCT. WIND LOAD DURATION FACTOR Cd BEEN WAS USED FOR WOOOF SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-02, A DIRECTIONALITY FACTOR OF Kd .0.89 SHALL BE USED. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61615 3 OF TH F R LABEL I� 1`87" 1, 87" LOCATIO •�-� 1.369" y N SEE NOTE w+ No. 10 s e � f e1 .5 1 12.00" PANEL COVERAGE 15.37" 0 FULL ALUMINUM STORM PANEL SCALE: 3" = 1' - D" -Z E LO IOA ADMINISTRATIVE CODE. 2.251- 6. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR, PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR ,158" R.25 DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR in VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. CONTRACTOR in .063" TYP `* SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. 1^,1 m 7. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION 0;� DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCI•IITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE h' HEADER OSCALE- PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. - 0" BI SECURED FROM THE MIAMI-DADEECOUNTY PRODUCT CONTROLPDIVISION R AND WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS+ VrEA7HWESTT PALM BIEEACH FLORIIDA�•ING MIAMI-DADE ODUNw PRObUCT APPROVED 10. STORM PANELS SHALL BE 0.063" THICK 3004-H34 ALUMINUM ALLOY WITH A MIN. Fy_25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN. Fy=23.0 KSI. 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N, 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SCALE, 1/2" = T-O" LABEL4bs LOCAT-I -� 1.369•' Ay N SEE NOTE No. 10 I 6" PANEL I_ COVERAGE 9.282•' OHALF ALUMINUM STORM PANEL 2 SCALE: .172" 2.251" 2.251" .063" R. •09„ M11"I .25 r2.24"' } TYP. mo in I 2.01" I 2.24•' 2.24" OSUALLL;J- h'HWER Os ALEEA3D"ER _o OHEAVY3_UrHEADER i .BBB" 37" a .093 •" m.275 TYP. .44" .313" •184" .275" I I 1/4-20 MACHINE ,25•• _ STUD (d 6" OR .05"12" O.C. .25" ml N h N N TYP. P D .093" .07" ,Bg" p,b ,138'• TYP. �8 1/4-20 MACHINE SCREW I, z" I. 2" MIN. MATERIAL: ZAMAC 3 ALLOY WITH 7/16" HEX HEAD '5" MAX. WASHERED WING NUT OKEYHOLE WASHER IF' TRACK STUD ANGLE BUILD -OUT ANGLE SCALE: HALF SIZE OSCALE. HALF SIZE SCALE, HALF SIZE @SCA E: ALF SIZE @SCALE: 3" - V - 0" 2.251" mFn 172 " . R.25 09•a TYP. II 2.01" zm 1 OHFJ •h' HEADER 4 SCALE: 3" T - 0" HEADER I rgncL 11111 I /-PANELS MAY Vj/ BE MOUNTED HORIZONTALLY Zm a � I J►WODIM-T0tV1liED Ar.06-o7o6./7 w w VI N1 EE Z Dfihl.� N SILL TYP, ELEVATION SCALE. 1�-0" w 2 a a tc W zz cc i' O fL Licm.e Na: PE W/;961 Print Information: P: lOJ O mn Di MCantu 04/12/2007 03:30:46pm mmA^ m OIAm=m 0,MOX IA p ncmp0 y mar gC6-,EZ z ma OTn, ^m n jWO ^ o pZz Pzzom ya 3 Llm ^ Znm rn ITi DH Dom vjofm I Ny 1 X.0 eyAO Mz L1c, m 0 O 04/10/07 16:53 (00l MMM 0mr1moX -1,n x N Om. 3CmL1£Ll n �Om,z 7tn y-In.Z01ml -In m Y'mp0 l 0 Gl r"� EDG DpmAmm mmIn^ IST.x- ffEdGt ^O .SEE MAXIMUM ,D,mm xM y m ALLOWABLE SHUTTER SPAN SCHEDULE) ZOm > m Omn O X ° X m Z m zzzya R r6 W Xp A O mU1p vnT m NMI M m NZ m O Mn OD m n D Mtn DO m w0 3 %m 9nm �CZ zm, N mrz mm PZZ O Z Dh Xm O m G D m W3 u C !pq n� o N •m Z tt � 0, a 6 x �l L o� �J N SPAN SCHEDULE) Drx 'D'4-iNn X� O-RrImSm O mnAOX -yimmDm 0�0=r0= 3CmL1f m n {omOnz 7c^ dlm -qz N1 v{o�M lOE �mp0O my rm1.umlom m 3�3m = N Ina131 n Lmax. (SEE MAXIMUM I yin ALLOWABLE SHUTTER I `—'oat SPAN SCHEDULE) qrZ TM MA ,mg mzyy MA ?<m miff IJp Is ro InM1 Q y Cu Q d Z p yy 3gc,90d6 • no date h daecrl lion 9 a gl� y� 0.083' ALUMINUM STORM PANEL I i WeatherGuard ldinProducts, InC. BNvdatRad ",61) l: Wt 0.599wFax (56l)792.928I Thornton Tomasetti 330 N. Andrews Ave., Suite 450 • Fr. Lauderdale, FL 33301 T 9545223690 • F 954.572.3691 COA I1751g Website: www.ThomtonTomasettl.cam` Coovriaht O 2007 Thornton Tomasetti Inc l ANCHOR FASTENER MAXIMUM SPAONG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS HER FI l,W 634F , ��11\11\1111111111\111N111. ��7�®�® . - ��® DOmMEZROMm13©©mm ' ��7��7� oommmommmD mmo©o - 31aMMmm:oommo©©mmo©o®m000mmo©ommo©o ma' mmSBUmmU®©mm0©©mmmvYmmQi UMMUR0 �III!!II111.11111011111111®i ' .�■hI IIIlIl111111M> I/��i�� i �� �N WAmmmWSLllmmm©o mmm0o m �. m Now m,FA,,mavom/ V,0,'//.NOm 00000 m0mmu mmnNO Km00./�✓�i /Z0�ID�MEm0 a0% my. 01 mmmamm OmmUND I E E 04 i.''..0✓ir./V0. immm©om�ommRDa .mmo©ammo©ammo©o i✓i�a _MImmmommmmoomm000mmmmmmmmoommmoo • -' i.:. .. •:.ti.313 Emmmmommmo©ommomnommommmmoommoon co®mmoommo%omooiommmommm000mmo©o mammayy©�opp�m�o�' ov©•��40mn© ommmoomm�ommo©o E�mmCA�iiEL71C•t•�O moQ��mmo©ammo©�mmo©o �mmm©000©©000mmm©ammo oo�© �mm�0MB0po'©'p 00%aiimmm0000Q%noo© © miooEr�Iv ©0 WI04m a©nonomm©©nunma DUMB .'13 %//10F000000BROWNu00%o ROUND Hunan I1411111111 I, !I • ••-•,_• ®mmmommmmoommo©ommmmmmmmommmmoo ROmmmommm oommoNiommmommmmQomm000 mm��m0o�i©mmmommmo©ammo©o ��mm©omoo�©m0o�©mmmo0mmo©�mm000 am mmm©Q000a©oo©immm00000©000© oo�Q®oi��©moo©®®o©ammo© mmo©� i�u\iuluinudluuuc\> _ EEO oo now Buono Boom 000 ©oo i UnNOW ©©�'//.%%©�71/r1J/.Ei©%%lO0%'//.%�0%%% �0'//."%'//. • 5111111'J11.1111IIIIIIIIIU>+ tl■E11111111\111111> ' �,I` �I��i��� mmm©0 mm0 mo m0N0 �'i �'Iilmmmoomm©o�000 EMOMOVONOMMI.'//.'% m1 rd ii I24 �/��DI©'//.© CIW1 r/j.i � ��0�©Z,©m nummu numn 7��ImiliulunililiuUir �mmm00000 ©000©mmm0000Eri, 000io • ®' mmmm�i©oo©�/©©ol�mmm©000©��000ffio an • I���: �� ���/��i��i�� �Q ���imm ©ommo�i mo© • - m���i��i,�,''�J���I��1 �i��i�i/.mlm7�Q�©�DD�i©�D��I© 111111111■� =1mmmo0mmmo©mmomommmommmm©omm oo • Emmmmoommoiom000mmmommm000mmo� mammo©omn© ©mummummu©omo© © mu ono E�moQiiom000©mo©©mo i.©moQ©moo"© ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS U FN ANCHOR TYPE LOAD IW) P.S.F. MAX. MIN. 3/4' EDGE DISTANCE SPANS UP TO 51-01• (SEE NOTE 1) SPANS UP TO B•-B•• (SEE NOTE 1) SPANS UP TO 10'-01• (SEE NOTE 1) (SEE NOTE CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) 1) C7 C2 C3 C4 C5 C7 C2 C3 C4 CS Cl C2 C3 C4 CS 2" MIN. 62.0 72 12 12 12 9 12 12 113 7 5 12 12 12 5 4 72.0 12 12 12 12 B 12 12 12 5 L 12 12 11 4 4 83.0 12 12 12 10 7 12 12 11 4 4 12 12 70 4 3 3 L LAG SCREWIW/MIN�L75" EMBED. SHEAR PARALLEL OR P RP. TO WOOD GRAIN 120.0 200.0 12 12 12 12 12 10 6 4 5 ' 3 12 12 12 12 10 10 4. 4 3 3 72 12 12 12 10 10 4 4 3 3 Q p p 7/1fi" WOOD BUSHING WITH 7/."E.11N11 EEMlIEOMENT L 1/4_20 SrAlI1LE55 STEEL MACHINLLEE� SCRREYY// ANCCECEHOR IN5FlR.UM�ER MUIIMII ,PINE O Nsl v 04x 62.0 12 12 12 4 9 9 7 7 7 4 72.0 12 12 12 3 7 7 4 6 5 3 MO 120.0 11 8 11 8 11 5 6 6 5 4 3 fi 6 4 4 200.0 6 1. 6 4 6 4 *tIZZLNINIPL� * 1 ELCO MALE/ FEMAL PANELM,&E" 62.0 12 12 12 7 9 12 12 11 3 5 12 12 7 4 72.0 12 12 12 5 lH 12 12 7 4 10 B 5 4 83.0 12 12 12 4 7 10 B 5 411017 4 4 WITH 1-7/B" MIN. EMBED. L 1/4-20 MACHINE SC WITH NUT 120,0 12 12 B 5 10 7 4 4 10 7 4 4 200.0 10 7 4 4 10 7 4 L 10 7 4 4 ANCHOR NOTES; I- SPANS /WD LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMBED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE.BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR TYPE OF EXISTING STRUCTURE: AROPER ANCHOR TYPE BASED ON 5. ANCHORS SHALL BE RECOMMENDATIONS. INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING FOR 510E CLOSUPLYWOOD. E P OOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING: WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS WAFER HEAD (SIDEWALK BOLT), HAVE A PAN HEAD, TRUSS HEAD, OR 11. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 13. **THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". ■RODUCI• REVISED MIN. 2x ANCHOR DIAMETER „m.py(y w11Y *a FLeli MAX. 1/2 ANCHOR SPACING �iAao3C.& SPACING PER SPACING PER Ac"pt nm N•OG-o7o& ANCHOR SCHEDULE ANCHOR SCHEDULE Ea lD+k DIWIa. ALUMINUM ANCHOR FROM EXTRUSIO SCHED., TYP. Zk-d--1 En91 c FL Lf_. WZpE 66,1961