Loading...
HomeMy WebLinkAboutProduct Approvals ,.Florida Building Code Online lqvl , Page 1 of 4 BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Pt Florida Product Approval +USER: Public User Product Approval Menu > Product or Application Search > Application List>Application Detail FL # FL14911-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Silver Line Building Proc Address/Phone/Email One Silverline Drive North Brunswick, NJ 08, (732) 435-1000 jonberrian@slbp.com Authorized Signature Jon Berrian jonberrian@slbp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08, (732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from Florida Professional Eng ❑ Evaluation Report - https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDquZRj 59... 7/9/2019 Florida Building Code Online Page 2 of 4 Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manu Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. 9 Validation Checklist Certificate of Independence FL14911 R11 COI COI Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/101) AAMA/WDMA/CSA/101, ASTM E1886 ASTM E1996 ASTM E1996 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2018 Date Validated 10/14/2018 Date Pending FBC Approval 10/08/2018 Date Approved 10/18/2018 Summary of Products FL # Model, Number or Name Description 14911.1 V1 Series/50 Series (2000) Single-Hung https:Hfloridabuilding.org/pr/Pr app dtl.aspx?param=wGEVXQwtDquZRj 59... 7/9/2019 Florida Building Code Online Page 3 of 4 Limits of Use Installation Approved for use in HVHZ: No FL14911 R1 Approved for use outside HVHZ: Yes Verified By: Impact Resistant: No Created by I Design Pressure: N/A Evaluation 1 Other: See Installation Instructions and Product Evaluation FL14911 R1 Report for allowable design pressures, sizes, installation Created by I requirements and limits of use. 14911.2 V1 Series/50 Series (2111) Single-Hung Limits of Use Installation Approved for use in HVHZ: No FL14911 R1 Approved for use outside HVHZ: Yes Verified By: Impact Resistant: No Created by I Design Pressure: N/A Evaluation I Other: See Installation Instructions and Product Evaluation FL14911 R1 Report for allowable design pressures, sizes, installation Created by I requirements and limits of use. 14911.3 V1 Series/50 Series (2200/2300) Single-Hung Limits of Use Installation Approved for use in HVHZ: No FL14911 Rl Approved for use outside HVHZ: Yes Verified By: Impact Resistant: No Created by I Design Pressure: N/A Evaluation 1 Other: See Installation Instructions and Product Evaluation FL14911 R1 Report for allowable design pressures, sizes, installation Created by I requirements and limits of use. `1 1.4T` � V1 Series/70 Series (2127) Single-Hung Limits o Use Installation Approved for use in HVHZ: Yes FL14911 R1 Approved for use outside HVHZ: Yes Verified By: Impact Resistant: No Created by I Design Pressure: N/A Evaluation I Other: See Installation Instructions and Product Evaluation FL14911 R1 Report for allowable design pressures, sizes, installation Created by I requirements and limits of use. 14911.5 V1 Series/70 Series (2127) Single-Hung Limits of Use Installation Approved for use in HVHZ: Yes FL14911 R1 Approved for use outside HVHZ: Yes Verified By: Impact Resistant: Yes Created by I Design Pressure: N/A Evaluation I Other: See Installation Instructions and Product Evaluation FL14911 R1 Report for allowable design pressures, sizes, installation Created by I requirements and limits of use. 14911.6 V1 Series/70 Series (2907/4907) Single-Hung https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59... 7/9/2019 Florida Building Code Online Page 4 of 4 Limits of Use Installation Approved for use in HVHZ: No FL14911 R1 Approved for use outside HVHZ: Yes Verified By: Impact Resistant: No Created by I Design Pressure: N/A Evaluation I Other: See Installation Instructions and Product Evaluation FL14911 R1 Report for allowable design pressures, sizes, installation Created by I requirements and limits of use. Back Next Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy '. Under Florida law,email addresses are public records. If you do not want your e-mail address release mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questic (1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pro, emails provided may be used for official communication with the licensee. However email addresses a please provide the Department with an email address which can be made available to the public. To click here . Product Approval Accepts: eGlii�k �.: Credit Card } safe t https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59... 7/9/2019 Silver Line SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORTHB OH BRUNRIINEDRNE ILVERU E NIOE902 PH:800 2364128 (NON-IMPACT) (HVHZ) �n Z� Z N N z3 oFZ p3 .o \3 aZ ZeE ED W z' O r e Z m GENERAL NOTES: = m m 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS > w MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE W ¢ a FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION BEEN EVALUATED ACCORDING TO THE FOLLOWING: F • TAS202-94E33D 52" 62.50" O/X +62.8/-65 PSF NON IMPACT 1 GENERAL NOTES&GLAZING DETAIL REMARKS BY DATE • ASTM E330-02 >` • AAMA/WDMA/CSA 101/I.S.2/A44D-08/11 2 - ELEVATION&ANCHOR LAYOUTS 57 52" 73" CIA +55/-60 PSF NONIMPACT 3 _ VERTICAL SECTIONS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF _ HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& n WITHSTANDING AND TRANSFERRING APPLIED PRODUCT S REINFORCEMENT DETAILS msiHsruunox osruuorsausso xrnexnusrxnuc LOADSTO THE FOUNDATION IS THE RESPONSIBILITY OF THE nxorurxo 0NDMIsDt rMmanswx�GMIr .f ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF sMesox,otnoxseunMum=nwnoxmomnn:n —`> INSTALLATION. sxsw¢xo uu�wmras�uuvnsrmm�c � oowrneHn wP usesmxmmsoownswr. f' 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Digitally sign`Cyt eIrM*Ji.Norero,P.E. Reason:{Qin, t is d1dopent ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE b STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 5/8"O.A.I.G.GLASS ate;�'J. .•6: ®p' /�� RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF �.{I I(�. RECORD FOR THE PROJECT OF INSTALLATION. I I : \,\•E •S SPO i 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE i *, N .7 7 R GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR \\ ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATIONS A OF r TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / \ INTERIOR ~ A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE %�.� O IDP:• �� a SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN . APPROVAL TO BE OBTAINED FROM M AMI-DADE RER OR.IN HVHZ AREAS,ONE TIME PRODUCT I\ '' AHJ. STEEL SPACER BULDoP'�gRov°s�INC 5. APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON 1/8"OR 3/32" MIN.GLASS asa a DAM egos�LW 338 THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. BRE 7/16" MAMA WTHO R SETTING BLOCK �axr.6 wmoranmvl N.ansTe e 6. WINDOW FRAME MATERIAL:PVC FL#. FL14911 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL 01.23.18 COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN n CHAPTER 23. DWG.BY: CHKI-Y: B FN B. GLASS SHALL METTHE REQUIREMENTS OF ASTM E 1300 NOTE: HR ALLGLAZINGCONFIGURATIONS SHALL COMPLY WITH SCALE: NTS 7 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG a: SWD049 I; RESISTANCE. SHEET: A yl L'JI OF 5 Silver Line hAnc rMh 1B' ONE SILVERLINE DRIVE NORTH BRUNSWIOB,W 08902 PH:(8001234-422 MAX.O.A FRAME Lg^ z WIDTH 52" Z vi MAX.D.L.O. N ry a0 ' WIDTH47.69" 3 Z cc 3 .-� A 8 3"MAX. IIS_ .�1II 6"MAX. 6.25"MAX. 4 w o a C7 s a x m 3 3' FROM I I O.C. FROM I I w(D `� CORNERS CORNERS 6 LL 3 L ? w m m NOTE: = W ALLFASTENERS ABOVE THE MEETING RAIL IN w a a THE INTERIOR IAMB MAX.D.L.O. 6"MAX. ,� TRACK MUST BE FLATHEADS. HEIGHT 33.50" "p" 0' C D.C. I REMARKS BY DATE a L 12.50"MAX. in MAX.O.A FRAME O.C. HEIGHT73" n1E�Nn.W D OMUOENR—HEREIx RREGFNWc AD 0MNMNMNE0.0MTHEREQUIREMENTSOETNIIDNDIEINRBEONCENGINEERORxRCNnFRSNMLNUPMtE5RE5PEONC"X"MAX "X" 6.25"MAXHEIGH3"MAX. .£ FROM FROM CORNERS L ````,1 CORNERS ` 0 � �* N .7 7 *r s of ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT a SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW �7H�fl CI i91E173778` ftLHDA PS 7]77! No BIRfNNO DROPS INC ]PB E OM BEACH BLVD. SIB 0. BEACH,MOW,= FBPE CERT.OF AUTHORQAMON Na 2937B FL#: FL14911 DATE: 01.23.18 DWG.BY: cHKHFN SCALE: NTS DWG.u: SWD049 SHEET: s Gj �/ OF 5 Silver Line MAndeaen ONESILVERUNE DRIVE mDo �� NORTH BRUNSWICK,NI08902 PH:BDO 2341228 Z 9 1 E 9L N N Z 0 .o RM SEE GLAZING SEE GLAZING o z z s s a DETAIL,SHEET 1 DETAIL,SHEET 1 3 p o a d _ > m On D le W / a � w z F- a REMARKS BY DATE fr g� EXTERIOR INTERIOR EXTERIOR INTERIOR LL LL THEINRADAPONDETMES-BEDHMINAR MENC AND-RU - X X sm.IvsNEmxomoxsuusElNnuunm�ionFvuie FWMTHERmUIREMFNRDETMLFDHERBN,"DQ M FN�NEFR ORAPCHNECf SWULRRFPARESNESEEDNC WCUMENRfoR USE WRHTH6 DomMFM. i o C3 �* N .7 7 *� SEE GLAZING 1 SEE GLAZING 5 A' OF DETAIL,SHEET 1 / DETAIL,SHEET 1 ��O�t� ••O ( / / L HEW4EflN.N737.E FLIXCDA P. No J7)G BUBDNO DRDPS.NC "I E DAM"BEACH 8LYA/]]e DNRA BFAW,R 3]DDf FBPE COST.OF MITHOMMION No.29378 p p Fl.#: FL14911 DATE: 01.23.18 a DWG.BY: cHKHFN A VERTICAL SECTION g VERTICAL SECTION SCALE: NTS DWG.#: SWD049 3 SHEET: NAIL FIN '3 THRU FRAME OF 5 Silver Line MAndegWfi ER INTERIOR ONESILVERUNEDRNE NORTH BRUNSWICK,W 089D2 SECTION FOR SECTION FOR PH:(SODI 2364228 SEE GLAZING SEE GLAZING BLOCK&TACKLE -CONSTANT FORCE BALANCERS \ DETAILSHEET 1 DETAIL SHEET l BALANCERS Z^ Z R Ep i uLLJ`® o o mr-- WN O m�n Pr \� a3 oa3a 3ML �$ a �ssPaa oz F zss�$ �J� N3 N ooh T EXTERIOR I cc v' w m 3 W? O Yl9m 2 2 m r D.L.O. y o W •• d a MAX.FRAME WIDTH ~ W F a T4 C HORIZONTAL SECTION REMARKS BY DATE UPPERSASH TME INSTAUATgN OETNlS OFSDUKED NFAFUI ARE DwENC AND IMTNDT f DMOM[mALmXDm0X5 fORASVEtJRO NrF.IGsrtEODxomoxsweFursrAUAnoxro DEVMTE GRDMTHE IIEQUIREMENfS DETAIIED XEKDN,AUR6ED wONEw DRMDImiRSlWLGIDPARESDEEiWM DDCIIMENRGOK USF WmITN600NMFM. SEE GLAZING SEE GLAZING /DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 ����1�1 �f��ij -01 �all O N .77 S A OF :i EXTERIOR 'Hn810 F/oaeliti�d8 D.L.O. FWADA PE.ND 73M DAMS DROPS.INC 390 E DANL1 BF.AW"M./SSB 'r D.BEAM,R S100i FBPE CERT.OF AUTN `RON Na SBST! E MAX.FRAME WIDTH FL a; FL14911 y HORIZONTAL SECTION DATE: 01.23.18 J 4 LOWER SASH DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.a: SWD049 SHEET: a a OF 5 s MIN. SUBSTRATE 1/4"MAX.SHIM SPACE SUBSTRATE MIN.EMBEDMENT EDGE DISTANCE BY OTHERS 3 SUBSTRATE Silver Line INTERIOR BY OTHERS � BY OTHERS ���� SCREW IN THE INTERIOR o CHANNEL MIN. MIN. EDGE DISTANCE ED EMBEDMENT u ONE SILVERUNE DRIVE SCREW IN THE EXTERIOR W z NORTH BRUNSWICK,W 06902 _ CHANNEL Z PH:eoo axazzB PERIMETER SEALANT 1/4"MAX. o BY OTHERS SHIM SPACE PERIMETER SEALANT Q - o z BY OTHERS 1/4"MAX. 29^ Z ry Db— EXTERIOR EXLn TERIOR MIN. SHIM SPACE V J��c O Q INTERIOR z 3 s z m g a EMBEDMENT EXTERIOR INTERIOR A VERTICAL SECTION N z ,z 2 z � HORIZONTAL SECTION � HORIZONTAL SECTION Z >QFQ W o 6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) N L7 ¢Q o 5 a 5 IWis� pzK- }m ,y=H—oe m 1/4"MAX. REINFORCEMENT DETAILS �> o a a BY OTHERS SHIM SPACE �L 0.34" INTERIOR 0.83" 0.87" n REMARKS BY DATE w 2 0.13' u 0.77" 0.9" w I��EXTERIOR 1 � 0.45" 0.06" 0.87" 0.46" m W T INTERIOR IEXTERIOR O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH TMLIxnNUnDNDMIUDE—DWHENNNM ENSIc ALUMINUM ALUMINUM ANDN1A7xo>RExEDr�,E� MUDMONSMRAnsDRC .t ALUMINUM snE.IE snEcoxomoxsuusEwnADAnoxrooEVlAre f iROM THE REQUIREMFNR DDARID HERDN,An[DEFD MIN.EDGE wcxEEROR,uaOEcrsluuvuvnRESln srEaRc DISTANCE HORIZONTAL SECTION VERTICAL SECTION 6 NAIL FIN(JAMB) 6 MEETING STILE ��` •• O INSTALLATION NOTES: �\•E••`4••• �O i ANCHOR SCHEDULE N 3 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1 METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE - ' 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE DISTANCE 5 A OF i 0: MAXIMUM SIZE LISTED. WOOD:MIN.sG=0.55 as WOOD SCREW 1.5• 0.75• %Q� O (OP. •�/� 3. ETAILSL`NE,WIITHOUTCONSSI ERATIONOFUAL INSTALLATION TSOLERANCES).TOWITHIN A LERANCESARENOTCUMULATINCE OF t1/2 INCH THE VEFROMONELOCATION INSTALLATIONANCHORTOTHENEXT. NAILING FIN METAL: MIN..ry-33KS5�1 BBTEKSCREW PEN3ETRAONBEYOND o.so•MINi'/�S O METAL HD f n 1Mt16..1 X 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM #10 PAN HEAD IN 1.5• 0.75• FLORIDA BBMU)No'EDROM INC8 WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL 398 E.DANIA BEAO1 a 338 L WOOD:MIN.SG=0.55 TBP"CERT.OF AUMN TION Na 10578 e DANIA BEA01.R 5. FOR MASONRY OR CONCRETE OPENINGS,SX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 810 FLATHEAD INTHE 15' 075' .. DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INTERIOR CHANNEL . . FL#: INFORMATION. FL14911 010 PAN HEAD IN 3 THREADS MIN N 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND T7RERIORCHAN EL PENEfMEOANLBEYOND 0.50• DATE: 01.23.18 SIDING. THROUGH FRAME METAL:18 GAUGE SUle1, MIN.Fy=33KSI 3 THREADS MIN qIN FLATHEAD IN THE PENETRATION BEY OND 0.50• DWGHYB•. CHK.BY: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL COATING. 3/78•CONCRETE:fo=3000PSI NTS AT } 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEADEAD 125• 1SCALE:75• SW D049 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.#: MASONRY:CMU parASTM 3118'rrWTAPCON 1.25• 1.75• SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.2000 PSI FLATHEAD SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLATHEAD ANCHORS. OF 5 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Corp. V1 Series/ 70 Series Single-Hung Window (2127) (Non-Impact) (HVHZ) for Florida Product Approval FL# FL14911 Report No. 5485 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2127) Material: PVC Product Dimensions: See Installation Instructions,SWD049 Prepared for: Silver Line Building Products Corp. One Silverline Dr. North Brunswick, NJ 08902 40t `� 4,' Prepared by:Hermes F. Norero, P.E.Florida Professional Engineer#73778Date:01/23/2018 �Contents " Evaluation Report Pages 1—3 1,1111!W Digitally signed by Hermes F.Norero,P.E. Hermes���MdL�O P.E. Reason:I am approving this document Florida No. 73778 Date:2018.02.14 14:46:24-05'00' BUILDING DROPS FL#: FL14911 ® A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5485 Manufacturer: Silver Line Building Products Corp. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: V1 Series/70 Series Single Hung Window(2127) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWD049,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD049 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD049 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5485 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association(FBC Organization#:QUA2515). Performance Standards: The product described herein has been tested per: • TAS 202-94 • ASTM E330-02 • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Testing Evaluation Laboratories,Inc. (FBC Organization#TST4317) Report: Dated: TEL 01410311 12/15/2010 Signed and Sealed by: Lyndon F.Schmidt, FL P.E. No 43409, 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#:QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Installation: Refer to Installation Instructions(SWD049)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD049)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 - Miami-Dade County I�v �—�—e� Page 1 of 1 Miami-Dade County Building Product Information for N.O.A. 17-0118.08 NOA 17-0118.08 (library/productcontrollnoa/17011808.1)df) Superseded_By 18-0516.07 File Status Superseded File Classification High velocity hurricane zone Category Shutters Subcategory Storm Panels Material Aluminum Applicant American Metal Fabricators. Inc. dba AMF Building(pc-result detail app.asp? app alias=103345) Expiration_Date April/18/2022 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 120 Maximum_Design_Pressure_Negative 200 Description 0.063"Aluminum Storm Panel Shutter Green Sustainable Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (/buildino/pc-result key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MiAMI.OADE a http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=17-0118.08... 7/9/2019 M IAM I•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 3 3175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidade.gov/economy American Metal Fabrications,Inc. dba AMY Building Products 150153rd Street Mangonia Park,Florida 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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.AMF002,titled"0.063"Aluminum Storm Panel",sheets 1 through 5 of 5,prepared by Building Drops,Inc.,dated June 27,2015, signed and sealed by Hermes F.Norero,P.E.,on June 02,2016,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. 3 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant { LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city, state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- j 202, and TAS-203,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. E 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#15-1207.04 and consists of this page 1,evidence submitted pages E-1,E-2,E-3 &E-4 as Well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. E MIAMI DADS COUNTY / NOA No. 17-0118.08 a � t `G/� Expiration Date: 04/18/2022 2�23�20� Approval Date: 02/23/2017 Page 1 i American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#95-0717.06 A. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, .063"Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3,prepared by Knezevich &Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on: 1)Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063"aluminum storm panels x 104"high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02/16196, signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11/27195,for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCM Job No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations,pages 1 through 10 of 10, dated 02128196, prepared by Knezevich &Associates, signed and sealed by V J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#99-0219.01 A. DRAWINGS 1. None. (Drawings originally in file 95-0717.06.) B. TESTS 1. None. (Tests originally in file 95-0717.06.) C. CALCULATIONS 1. None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally infle No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0.063"Aluminum Storm Panel submittals, Acceptance No. 95-0717.06. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-1 I American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-0417.06 A. DRAWINGS See NOA 99-0219.01 B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0706.17 A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063"Aluminum Storm Panel ", sheets I through 5 of S,prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063"Aluminum Storm Panels Shutter,prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. 0.063"Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Off ce. E. MATERIAL CERTIFICATIONS 1. None. my A.Makar,P.E.,M.S. i Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-2 j 1 American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0419.01 A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063"Aluminum Storm Panel ", sheets 1 through 5 of S,prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision 42 dated April 17, 2012, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063"Aluminum Storm Panels Shutter, prepared by Blackwater Testing, Inc., Report No.AE-12-002, dated April 23, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (REP-4). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2010 Edition,prepared by Knezevich Associates Consulting Engineers, dated April 18, 2012, signed and sealed by V. J. Knezevich, P.E. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0809.04 A. DRAWINGS 1. Drawing No. 12-167, titled " 0.063"Aluminum Storm Panel ", sheets I through 5 of 5,prepared by Knezevich Associates Consulting Engineers, dated July 10, 2012, signed and sealed by V. J. Knezevich, P.E., on July 10, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-3 American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-1207.04 A. DRAWINGS 1. Drawing No. AMF002, titled " 0.063"Aluminum Storm Panel ", sheets I through S of S,prepared by Building Drops, Inc., dated Tune 27, 2015, signed and sealed by Hermes F. Norero, P.E., on June 02,'2016. B. TESTS 1. None. C. CALCULATIONS 1. 0.063"Aluminum Storm Panels Calculations, Sheets I through 23 of 23, ,prepared by Building Drops, Inc., dated June 02, 2016, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016 D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. i nny A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 ' Approval Date: 02/23/2017 E-4 3 LABEL LABEL LOCATION } 1.87• 1,BT LOCATION 1.BY GENERAL NDRS / l' n ^'• •.j} ,ij': I. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT PROfECINE 1.J69 N 2' 1.5' 1.369' 1.5' 2' OCavwH•s SHUTTER SYSTEM ANALYSED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF } ��YCC_l Sea Note See N',i. ACCEPTANCE(NDA)BY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION FOR THE HIGH 610870 - AMERICAN METAL VELOCITY HURRICANE ZONE(HVHZ)OF THE STH EDITION FLORIDA 13ULDING CODE }-� I I I .r 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 1.518' 1.118' 1-518. 151 B• 1s1e• FABRICATORS[INC. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD SCREW DESIGN. 12.00•PANEL COVERAGE 6'PANES.COVEPACE Yai¢wJ•Ub,EHt3T4aT v,eDm)Tsosrs9 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS 70 USE WHEN REFERENCING THESE 15.37' 9.310' FAK:De1)reamo ' DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10 A OIRECAONALNY OF Kd O FULL ALUMINUM STORM PANEL O HALF ALUMINUM STORM PANEL w m 0.85 SMALL BE USED. 1 -So.xT•o' Z s _•+r m i 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND OC NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 7 oo 2.251• 2.251' Jb' �i S. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED 158. , 172• RTS, R25' R.25• R25' CONTRACTOR.PROFESSIONAL'ENGINEER OR REGISTEM ARCHITECT AND ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM .172' 2.251• 2251• RIE CONDITIONS DETAILED NOON AND THE CONTRACTOR VERIFIES THAT THE EXISTING 'n Z OT _ STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL .063' Y 09' .09 .063• 09' > W v SUBSTRATES DETAILED HEREIN.CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN TVP. TVP. TVP. 5TYP. TYP. Q CD m WITHSTAND SUPERIMPOSED LOAD OF SHURER. Fi ro • r r Tix L m Z Q m 6. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID " J p N o, THE PRODUCT EVALUATION DOCUMENTS. I I I Tp- 1 7 v� j j �I-. �T ,-1 .( c9 ULI ,..) Z ,$ 7. WHEN THE SIZE CONDITIONS DEVIATE FROM THESE PRODUCE EVALUATION DOCUMENTS,THE 1^224•--+ J•--f-224' 224" L�2.01'.24'� •L1-2.24' o C,m'T BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. A)fREOUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BA LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AVD JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR 'h"HEADER Heavy"h"Header HEAVY"h"HEADER "U"HEADER HEA "U"HEADER REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL O'saa:r=vo ® solr.a•t-0' O. 6n1a 3'�T-0- © s�a••,'u• O scm"r•r Q B)REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MAUI-RADE COUNTY PRODUCT CONTROL SECTION. WHEN TRE SITE CONDMONWD DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 093' m ZONE AREAS ONLY OPTION'8'SHALL BE ACCEPTED Bf THE BUILDING OFFICIAL TYP 0375' .37' B IA 8. PRODUCE MARKINGS SHALL BE WITHIN T2'OF ONE ENO OF THE PANEL WITH A MINIMUM 311• .184• 376• ��"''""�� 1/4-20 MACHINE V I OF ONE MARKING PER PANE AND SHOULD BE PERMANENTLY LABELED AS FOLLOWS .44• T- I I SND O 6' Z + AMF IAILOW'G PRODUCTS 25• I ,: .08. 11• OR 12'O.C. WEST PAW BEACH.FLORIDA 125• O MIAMI-OADE COUNTY PRODUCT APPROVED 1.378'.932' 9X8• 2' Tv TYP Z L 9. STORM PANELS SHALL BE.063'THICK,3D04-1434 ALUMINUM ALLOY WITH A MIN.Fy •07" I ,�, I .25' -+ .093' NF I j 25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN.Fy-23.0 KSL )"• -# d,5• .138•L TYP 8 2•MIN `H i 10.ALL EXTRUSIONS SHALL BE 6063-TG ALUMINUM ALLOY,U.O.N. 1/4-20 MACHINE SCREW 5'MAX. J U MATFANI•iAMAC SALLOW 2' 11.ALL BOLTS AND WASHERS 944E BE GALVANIZED OR STAINLESS STEEL WITHA MINIMUM 7/16'HEX HEAD IMUM ui LL I TENSILE STRENGTH OF 60 KSJ U.O.N. O WASHERED WING NUTOKEY HOLE WASHER O F" 5ACK O STUD ANGLE O BUILD OUT ANGLE f a 8 SIZE > GRIEFS - 1� 11 Sml�c.N 5TH Ste�J'�I 12.TOP AND BORON DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS I MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 13.THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPE6UPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SIZE,BEFORE COMMENCING WITH THE WORK. UNLIMITED WIOTIM WIDTH UNLIMITED `IA11 11 /TA A, i APPROVED HEADER ES MAY ZG �(PERPENDICULAR TO PANEL SPAN)-� {�(PERPENCCULAR TO PANEL SPAN) PANBE MOUNTED ♦ ... A HORRONTAL.Y O PD •uPlyi..g W;U,:hc FlnDAa ? �&^�yc�. � .A<cantutc INo ___u S..08 Zr a.,� cX�i•tienBatc01j Z2C �♦�a.� el PFZ LIE11441 44wttffl I PZi ODUCTILEVlSED Z Y Li Q Z Buif I!'PTy108 With tax F)Dnd, p �. U S Z me r-w Ido S Zo o`f DWG#: IVAE TfON APPROVED SLLELEV§ AXION Daft. DWG i act ,tntr,,) SHEET: 1 OF 5 I i z C4 CONNECTION TYPE C9 CONNECTION TYPE EDGE ppm• EXISTING CONCRETE, BLED, REFERENCE ANCHOR REFERENCE ANCHOR HOLLOW BLOCK OR SCHEREN FOR NAIL EXISTING CONCRETE SCHEDULE FOR MAX. HOLLOW BLOCK OR WOOD FRAMING.SEE SPACING WOOD FRAMING.SEE EdIBED. C1 OONNECTION TYPE ANCHOR SCHEDULE BASED SPACING HOLLOW MCI(OR EO. E0� ON OTYPE�OF STRUCTURE. REFERENCE ANCHORSCHEDULE FOR MAX ON TYPE OF STRUCTURE i^, oR� ORS .00p FRAMING.SEE (lYp,TOP k BOTTOM.) SPACING AMERICAN METAL (EYP.MP k BOTTOM.) MAX. ANCHO S HEDuUL a-SEDRDa FABRICATORS,INC. ON TYP0 EDGE 5' (TYP.TOP k BOTTOM.) ssals,d sbee! DIST. .25•MAX. MQnyenb tY RlNO! VM TSQII>9PSM9 EDGE ED. m yg OR 0 qJ^ ,! Z Sr SEE µm T '�F yr3 ABLE 2 2 tl See FOR MIN. h IO T.W.2 a H m q FROM I LyJi!J' ! FSPAN .P, SEE ASCE 2w8 N w cuss v� F. FOR MIN. GASN 'col LAZING ]ING "� SEP. ,{'J p w U C SIR CLASS �$a ip � `D g w m .� E%Imw �y H m¢ d EDGE gALN0 J 'Q H o, DISE. T. ♦_ r e.%edh. R CC N Q g Llai C1 CONNECTION TYPE _ C a REFERENCE AN EMBED) .25� •�� C1 CONNECTION TYPE - HOR SCHEDULE FOR MAX. EIAX. CS CONNECTION TYPE EQ. O' REFERENCE R MAYA w SPACING SCHEDULE AN MAX SCHEDULE FOR MAY. EMBED.SPACING F- SPACING EDGE DIST. ® WALL MOUNT SECTION ®_TRAPMOUNTSECTION © WALL MOUNT SECTION *nTABLE C4 CONNECTION TYPE EMBED. I—I Z REFERENCE ANCHOR C3 CONNECTION TYPE '^ O T. SCHEDULE FOR MAX. REFERENCE ANCHOR v'SPACING CTRE CONNECTION QdCTE EpiV1CHOR t' SP'1.0 4 FOR MAX. H d ACIN EXISTING CONCRETE. SCHEDULE FOR MAX. HOLLOW BLOCK OR SPACING EO ED J WOOD FRAMING.SEE .25' EXISTING CONCREFE, t W W ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE. 4NL HOLLOW WOOD FRAMING.SEE (EYP.70P k BOTTOM.) ANCHOR SCHEDULE BASED EDGE ON TYPE OF STRUCTURE DIST, M (STP.TOP k BOTTOM.) OPTIONAL LEG DIRECTION O Jf,7L 1 111 FOR I!N.FROM SEP• a .d •• conC nl tai! th.:FToid1 `� va knlCing 4:Pdo O� •..°• ° GLASS � B y ESOSTING PUo �-D� � GAZING L GLAZING _ T g L F>�tt C.I}�l,p�)!' ^ m"'F 8 EDGE OST. •.!c:�DUiO i ;•) .,!`:4�a< : Cl CONNECTION TYPE y� `m REFERENCE ANCHOR •••�• STI 5 SCHEDULE FOR MAX ' C2 CONNECTION TYPE 1' !/!y ��(� SPACING REFERENCE AN HDR SCHEDULE FOR MAX. ti SPACING iLi g 111 �p�yf of Lii PRO JCT ReFXISF1l t-N V Y z <F" E1!BED. EMBED. x W-oyine"iti:Are flOad:: 0.o _= N Z . �nH3irg COdo o p V BUILD-OUT MOUNT SECTION ^ COMP 1B1""P O DW ALT.BU ILO-OUT MOUNT SECTION ! AM F002 ° I;y M F SHEET: 2O J .� i V D OR 1 T/4•�� FASTENERS O 12'O.C.FOR .: MAX, DESIGN LOADS LITS THAN OR EQUAL TO 110 PSB. as o 5'D.C.FOR AMERICAN METAL EXISTING CONCRETE DESIGNLOADS GREATER FABRICATORS,INC. FASTENERS 6 12'O.G FOR HOLLOW BLOCK OR THAN 110 PSE. DESIGN LOADS TO 410L�P�h WOOD FRMIINO TYP. (SEE ANCHOR SCHI Mss{enY hHt fi33aW OR FOR ANY ACCEPTABLE ANCHOR) 1/4' O B'D.C.FOR DESIGN LOADS r iN:1563D9o5199 ALUMINUM ALLOY ANGLE GREATER THAM 110 P-Sl OPTIONAL LEG DIRECTION I raz:(se7rvrYaua CLOSURE PIEDE (SEE ANCHOR SCHFA 09 1'X 2•X 0.123'MON,TO FOR ANY ACCEPTABLE ANCHOR) J' GI m m 2'%5'X 0.125'MAX. • < m Y 2•NDN. EXISTINGCONCREYE, Milo. Ix HOLLOW BLOCK OR O OR 1 z U)m n WOOD FRAMING rl t - a +2'MIN.1r ALUMINUM ALLOY ANGLE ) w p LU 2 ET'® ix�' 2• PIECE' MIN.To TRAQ MOUNT CLOSURE SECTION vii m Z<m OBUILD-OUT MOUNT CLOSURE SECTION V x 5•x 0.125•MA%. OG sw,;�.,a F �•:�•=,a d w c - •mac 5 p¢ I-� C, LU T- O 2)OR 1 Q E%-N.WINDOW p 1/4.1 MAX. MAY n' v) 1/4 BOL STAINLESS Z SILL BOLT B RNC- O O OR NUT ®24'O.C.(iYP.) �Hn !z..!! 13 LCONC F HOLLOW BLOCKOCK OR WOODD FRAMING,TTP. H D• OH WALL M CUNT CLOSURE SECTION O TYPICAL CORNER COUSURE PLAN W in J 8o0lo:s•=ro• p +'compi}tns,i;U+U:c F!crid8 Ruitdix CoAc Rscnpcc:c Vr.17 O ,p MOR 1 :.>Dir nb,�e- 8 \�t Ill lWINDOW EXEly ,� 67WC BAY WINDOW El 20 GAGE STEEL BENT �' `"""�"'�em� `(��,•••' ••. •`�iy//� PLATE OR 2-X 2-X 1/B' 20 GAGE STEEL SENT O 07•• c1•''� BEM PLATE �� PLATE OR 2•X 2•X 1/8' '•�^ 607!3-76 AWA.ALLOY � M �r— BENT PLATE = � r� sTEE7`a2a(I, ,•OV JaAr O OR 1 7� NUR O 24.O.G(TTP.) 1'OVERLAP ••., �M• STEM i k w"1N�'0�- PFc�`\\\\� NUT m 24'O.C.aw.) �; 4'NAIL 4'MAY n m�Plop PRODUCTRcVIgED Q N Z --pIyL•,D)Vim the F?Oril p`DIA� � . O K Z.VI�CA�I CORNER COUSURE PLAN OL A -vr DWG 4A TAL CORNER COUSURE PLAN AMF002 ro.ncS o;u:01 SHEET: 3 OF ANCHORSCHEDULE ANCHORSCHEDULE FASTENERMAXWUMSPAONG INCHESI REOURED FOR VARIOUS ESIGN LOADS AND SPANS F ER MAXIMUM CI G IINCHM RECURRED0 VARIOUS DESIGN LOADSAND PANS MIN,3/4'EDGEDLSTANCE WAD MIN.2"EDGEDLSTANCE MIN.3'EDGE DISTANCE J CW' SPANS UP TO SPANSUPTO SPANS UP TO S•-0. V-8, i0-0,1 V 117 J SPANS UP'T(3 SPANS tID TO SPANS UP TO SPANS UPTD SPANS UP TO SPANS IIDN PS.F.M ILL`Apilm IY'/I ANCHORTYPE SEE NOTE II SEE NOTES SEE NOTEI s'-o• (r-s• la-a� s-o• s-R• ]a-GP P.S.F. SEENOTEISMAX�a CON NECOO4 TYPE CONNECDONTYPE CONNECTIONTYPE ANCHOftiYPE gNOTEl (SEE SEE NOTES SEENOTEI SEE NOTE l) $ (SEE AMERICAN METAL r MAX. C2IC3 C4 [�2 C3INOTE3 (SEENOTEMIC21C3IC4 FABRICATORS,INC. CONNECTION TYPE CONNECTION TYPE CONNEC710N TYPE CONNECTION TYPE CONNECTIONTYPE CONNECTION TYPE NOTEi} (SEE CI C2tl C4[5 Cltl CA CS Cl[2 tlC4 CS SEE NOTE3 (SE IN 3) (5(ENOTF3 STFNOTE3) SEE NOlE3 (SEE NOTE3 2' 15atslr8svttl NOTE l) 62 a I] a 11 10 u 13 u 5 u U u u ! M4neaMPark FL 334W Ci C2 C3 Cd R Cl Q C3 C4 CS Cl C3 C3 CA C$ Cl CZ O Ca CS Cl C2 C31C4 CS Cl Q C3 C4 Ci 72 12 12112 2218 12 11 u a .21121 u 10 4 Pat 06W9DS>99 62 12 12132112 12 12 12 12 11 9 12 12 12 10 7 11 SS 11112112 12 11 23 12 10 12112 12 1. 9 1/4 Op MDL f"1aN01A05m[W wDN IAR.(5611)90-132D �1111N111� MN.1.3/4•[MBmN[M.fNEAA _81 12 It IS li 7 12 it 10 4 I1 11 u 9 1 1N�11�•TT4411�� >2 12 12 11 it 13 u 12 31 10 7 11 12 11 7 6 12 11 32 u u 32 11 ]] 11 9 12112 31 8 7 IMN1fLOp PfMwOgIW 120 12 12 12 u 1 l2 it 9 4 I3 u 12 B 4 �l m 83 12 12 11 12 11 ]Z 11 11 7 6 11 10 9 0 6 11 12 12 12 U 12 U 11 8 7 13 U 10 7 7 TOKg00.GpAlx i/4'ORW TAPEDN WRX MN.0351.6. 2DD 12 12 12 9 4 12 li 9 4 22 II 12 9 4 Z 1•)/4•M1LN.[MamMEM u0 11 U 13 11 8 12 30 9 6 6 12 10 9 5 6 I] 13 13 12 9 12 11 10 7 7 11 U 10 7 7 * 61 u 33 1] 1]�[''9 6 �'.:] 1 ] 4 H -C V200 13 10 9 6 6 U ]0 9 6 6 1Z 10 9 6 6 11 ]1 30 7 ] 13 11 30 7 ] 12 U 10 ] ] D ]1 u u 11 u ] ! t Ltt: 1 4 a S'" --1 Z• nasWN"]M - 1-I•+ ,.`x12 32 12 a 12 12 12 12 n 8 12 11 u 8 7 l � >�^ii`>= 6 MNEMImMENT4f 1F 72 67�1 - il- qr ��!4 ti3' 13 3] 11 12 12 12 33 11 R 7 u 9 8 5 6 ]1ERMt01iNE5IXEYl ANWOR H W m J 3 is ut wswua nntiw wNBER 120 a 8 8 4 6 4 ) 6 1 9 y = 1 =LL 1/t'0 No.lluzpgMAl6•PA 83 L 3q 4 `�- i - 22 12 U u 11 S2 9 8 5 6 12 8 7 4 6 ]Oa 6 4 1 8 'X" V V V D R@L0.g35. wti- q 3 .s3.�� 6 .•z tel'. MAIF W/1J/4"MIN.EMBm.4 9 N.'= h Q_ a/alD M1NDIInlSmEW WRN MJi 320 A 'ER ,1 ' p ,9k 12 U 12 9 7 12 8 7 4 fi 1z e ] 4 6 �, 6] 31 i] ii 12 10 u ll u 31 6 12 12 11 7 ! Z K Wm Iq.s W PII(IXf 200 m w� a-.,Y -12 8 ] 4 6 12 a 7 4 6 12 8 ] 4 6 * ]3 1] SZ SZ 13 9 u 11 11 7 3 11 8 ] I 4 3y 1• W W Z¢m p 63 32 33 U,11 11 12 13 12 U 8 U lz 12 9• ] u 32 31 u 12 12 12 u 11 9 13 32 U 9 8 fJ4• E1mpNgE114>bw'PAx6 88 1] l] U 13 8 13 8 ] s A i0 ] 77{ U Q Z¢ •JP, 72 U 12 13 12 ]2 12 n 12 9 7 12 11 10 6 6 u 13 12 U n 12 U 12 9 8 33 11 10 6 7 MME•w/L>/e'MN.[691[D.4 J Z LZD 11 u 1] ] 3 10 ] 6 4 ♦ 0 ] 6 4 4 CL ]/a]OM4p11ntSQEW VARINUT 'Q V m .1 12 11 12 t0 11 11 In 6 6 12 9 8 5 5 u 12112112 12 12 11 10 6 7 13 9 8 5 5 MN.OSfIA 200 10 ] fi 4 q f0 ] 6 4 ♦ m > 6 4 4 µj ¢ < q Z 1/4.06k4Vlin-WTN J t\ m FL 3n Q a-3/4'MIV.EIIBmMEM un 12 U 12 w 7 u 9 8 5 5 12 9 8 5 5 12 u 12 10 8 22 9 8 5 6 U 9 8 5 6 ANCHOR NOTES: o oD m C.I .3�1 015101E 20D U 9 B 5 5 12 9 8 5 S U 9 8 s 5 12 9 e 5 6 11 s e s 6 1z s a s 6 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 1i c- 61 lz '2112112 7 9 9 9 7 a 8 8 7 4 3 u 12 U u 11 U U u 11 6 12 3z 11 6 S ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED n 12 11 U 11 6 8 8 7 4 i 7 5 a 3 3 U U 12 Il 10 11 22 11 6 1,1111 8 7 4 5 TO THOSE SHOWN IN TABLE 1• LII B3 n 12 12 12 s ] 5 4 3 3 7 4 4 '1"` 3 12 12 12 12 8 11 6 ] 4 9 IO 6 6 4 a 2•ENTER ANCHOR SCHEDULE BASED ON THE EXISTING'STRUCTURE MATERIAL, 3/4"OPOWEASIMMC WIM ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN o L3/1'MIN.EMBFDMENT UO 8 8 8 s 4 ) O a iji,F 3 7 4 a 3 32 12 12 7 6 30 6 8 4 4 10 6 6 a 4 OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN IMIN.9Apl P53 mNt3ETE) 100 ] 4 4 ;;1 3 > q 0 `+" ) 7 4 4 �,• 3 10 6 6 4 a 10 6 6 4 4 30 6 6 a s GREATER THAN OR EQUAL TO SHUTTER SPAN. Tm fiz u u sz u u iz 22122 31 9 u u u 8 u u 12 12 u u u u u fou u .z u 9 3.SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1F 112MW4Y OI 71 ]2 11 12 11 a II 1z u 8 7 12 10 9 6 6 u 1z a 3: n 31 u u l0 9 u 1] u ] R 4.EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. V) 1/4"0A4P0LN]9aauosa m. 83 n u n 12 10 U 10 9 G 6 12S 7 s s 12 12.12 U 12 12 u u 7 e 12 1- -0 6 7 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE 1/B•16LW CMam.4]/i30 STAIN sc. 3]0 12 32 13 9 7 u e ) 5 9 1$ 8 > 9 s 13 u u 13 9 11 11 10 6 7 1] 3. 30 6 7 OF EXISTING STRUCTURE_ s>6�¢ wfi smFw 5.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' O 2Ca u e ] 5 5 12 8 1 7 5 5 InI 8 7 x5� 5 12 U SO 6 7 11 31 10 6 ] 12 31 ]0 6 7 62 9 119 9 4 3 5 S a a 4 iQ,g 9 9 9 9 4 5 3 s I a a RECOMMENDATIONS. �LMt� ]2 7 ] ] 7 •1, 4 a 4 }2 ;!. A ) ] ] ] I I 4 4 x s- z 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR F"1 NNWW r�^ STUCCO. V) as 6 6 6 6 "}Oil.1" �' v t-w - 6 6 6 6 r §;, c .:4 :t';._ 7. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE CONTRACTOR H 1/♦`812NT�xwRH 110 4 4 4 a'^' :s•"!y. 'i - a 4 5q- a••y. SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE 1a a•6c3.E FDxD'Nr (mx6opAlxaro ArtM c- 100 1''»x ]:t 's4 xt.q ':3• �-'$`., '�-:7't ,t=.s"i 7. d "r'„r' SUCH THAT CABLES ARE NOT DAMAGED. (� vUi * 62 '� int t':. .1,,,`F "- -,s =^R" ?~' u u 1z u 6 9 9 9 6 3 8 8 7 a s 8.WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS Wo Yt 71 . ;5, A5 2Fv1.2t En a 1% )._P6 t --221 u u u 5 l 8 ]14 3 7 3 a ? VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING Y 1/Y0t1tOP4plE/FWA32•PANEL as ;41 ._ R'Y le,.Y,oy.".-y- .y 12 u U 12 S 7 s 4 iia 6 4 a MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR V -u-w/1-1/1Imm.ENO m.D SIDE CLOSURE PIECES. I u0 , we b - a:.� '��' -ti. 8 a 8 4 3 fi 4 3 6 4 9 d O 1/aloMaalMsalvlvn2xxur 9.WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW m Io]nfmpnlwroAs,Mc9a3 2Do m uo +• s •c., 6 a 3 ;•� 6 4 3 (:m 6 a 3 -:z FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF C.7 62 m 10 30 30 6 6 6 K SO SO SO IO 6 6 6 6 ] 6.. a NOMINAL 2" x 4" (MIN,) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE 11 11 I11 9 9 9 9 x i} a,W,� M ; 9 9 a 9 .R L` e^ F t x FOR WOOD FRAMING, WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR O e1 a 8 e s i t 4 W.l e 6 e e hw GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX p 1/4^O Dmunn�wml uo � a a , ; . . ,�� qe7�1 k T<r - °:x >�'zoo 1 1.,;:l� an-":,; ' a� 1K.,h<,, zx;. �_ ,��,;r 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF . 4O * 6] U .1n." 6 ] 7 7 s s 6 6 s 5 3 12.12 12 u a U U u 8 s 9' 9 8 3 4 THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS W ,J Q 72 11 11 11 U 5 6 6 5 3 3 5 3 3 .u 12 ll 12.7 9 9 0 5 4 8 5 5 3 3 HEAD OR WAFER HEAD (SIDEWALK BOLT), U.D.N. •UJ ^M US j as 9 9 9 a a s 3 5 4+' s 3 3 $`=a I] u U 6 8 s s 3 9 7 s a 3 3 11=DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. uo 6 6 6 9 3 s 3 3 „•>' s 3 3 2 t �9 9 s a 7 s a 3 3 ] s a 3 3 12." DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE S.y.•Mac tMBmNIEHr yy�� = SCREW. NUT OR WASHERED WINGNUT. .]93vfImN 2m S 3 3 '.+b 5 3 3 % ,'qy3 5 3 9 , �-, 7 5 4 3 s % 5 q s 9 ] s 4 3 3 13.k*THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL-IN 1 C fiz a n a 12 8 u ]2 u 9 a u n 9 s 4 U 1] 13 a 10 12 u u 10 6 u 1z u 6 s EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". lei "•'� * 72 U U U 22 6 10 ]0 9 5 4 9 6 6 a 3 12 12 12 u 9 u U to s s l0 7 s a a 14.POWERS ZAMAC NAIL-IN AND ALL POINTS SOLID SET MASONRY ANCHOR 3/4'OALLPOws 501ID SEf WDH a3 I] I2 1] IZ 6 9 6 R 4 9 9 5 5 3 3 12 ]l u 12 7 30 ] 6 4 a 9 6 s 3 a MAY NOT BE USED IN CONCRETE SLABS OR CEILINGS. ��/� 7/a^MW.tMum.R1/a20srAmLEss ,20 31 11 11 6 4 9 s s 3 3 9 s s 3 9 ]: u u 7 s 9 c s 3 a 9 6 s s a EXCEPTION: THESE ANCHORS MAY BE USED IN CONCRETE 1caBOI68xamann1090 200 9 5 5 3 3 9 5 5 3 3 9 5 5 3 3 9 6 5 3 a 9 6 5 9 4 9 6 3 3 4 SLABS ON GRADE. m m Z J 1%ODUCT RE,V]SED < Z!2 Y z -t E- PROJU,Ci-RENF.WS7D -t-e-i-A vtit11 t6a Plom',J�. 3: 2 U Z ,c camPiyinS with lcc F10tt6A MIN 2x ANCHOR DIAMETER SPACING PER SPACING PER ANCHOR FROM BI"d1D8 C41•i.: �o o u 'n B31i1CiD3 t-a19 ANCHOR SCHEDULE ANCHOR SCHEDULE SCHED.,TYP. neaept�:ce No "o i ac�llanccw��_01 08 MAX. 1/2 ANCHOR SPACING Eqe DDD6ee DW69 /r zz AMF002 i } J� ALUMINUM SHEET. 4 5 I Dy o ac3 oI:1Na' EXTRUSION h' e D1 OF E 3 I iaepnan AMERICAN METAL FABRICATORS,INC. 15019rds- Mvng°d°P°A�,0.33°0] PH:(5611]903 J9 F�X:IS61J]90.2320 Z M i � aitiv Z o O Z a m J a d1 Qa Cl tL �c C S Z � gym¢ N `21 2 m ZQm¢ Q H a w o Q o, K H O ZN m T MINIMUM STORM PANEL SEPARATION FROM GLASS T w a ca u STORM PANEL MAXIMUM o H w m B MI7NFgIM��UpMSENP. MINIMUM SEP. A SPAN SCHEDULE o B POSITIVE MAXIMUM INESS TH30S GREAATERTT NS L L DESIGN LOAD STORM PANEL L O E ('A)(PSF) SPAN(FT-IN) ABOVE GRADE 30 AB rN TABLE 1 NOTES: E DESIGN LOAD ALL MOUNTING INCHES GRADE INCHES 2 30.00 5'-0" 3" 1' 1 W(P.S F.) 4 30.00 T-0" 3" 1_174^ 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND LMAK(FT4N) 30.00 9'-0" 3" 1-1/2° NEGATIVE LOADS. 7300 8••8" m 30.00 10'-01 3" 1.718" 2.FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE 7310 81-F V) 50.00 5'-0" 3° 1-1/8" NEXT HIGHER LOAD. LINEAR INTERPOLATION MAY BE 80.00 81-V 50.00 7'-0° 3° 85.00 r'-c Z USED TO DETERMINE ALLOWABLE SPANS. O tal8' 50.00 9'-0' 3° 1.716° 90.00 T-11 50.00 10'-0" 3" 2-3/8° 95.01) 64V O 70.00 F.O. 3" 1.1/8° TABLE 2 NOTES: 100.00 61-V 70.00 7'-0" 3" ot 1.1/2° 10500 s'-1" H 70.00 9'-0" 3° 21/4° 1. USE REQUIRED POSITIVE DESIGN LOAD TO DETERMINE 110.00 5'-a" MINIMUM STORM SHUTTER SEPARATION FROM GLASS. uj 70.00 10'-0" 3" 3' 115.00 51-V o 90.00 5'-0' 3' 1.1/8° 120.00 51A^ 90.00 6'-0" 3' 1-3/8" 125.00 S-1' 90.00 T-0° 3' 1-1/2" 130.00 51-V 120.00 5'-0° 3' 1-114° 135.00 V-0' 120.00 5'6" 3" 1-114" 140.00 5'-0° O 145.00 5-0" 11 I11/ 150.00 5-0' �1, O 160.00 4'-9° !G� A 170.00 4'•S S 180.00 4'•z' ` O 190.00 4'-0' • 200.00 3'-9" P12(iRUCT Ri!dE711.D �, &.1.� u caa:pl,inS wih Iba Florid: Il } 8iuitdin3 Code ww 111 mIZ LLi1 a.;pance 2!c -p .Cg PRODUCT REVISED >• 'n 11:::e,p� as complying with d>r K1594a. Q°p 3 S= z I ZZ 130dinS Code o Q V ElYAccepirtronDo o DWG#: i j°° ' AMF002 r M ct oncnt SHEET: 5 OF 5 Y 1 }i t • iT '� tt r. � I t ' C r 9T. �,��,�55((t-.45F%T.5 X - skaw xt{ a R 2 .tR Y Y 2 Y Y.h�i•'Y+` N LChx'.`2'v'+1 .3�A*%�A 1 �n S o,,�y Gym G 211 71 All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: RECEIVED Building Permit Application JUL 9 2019 Planning and Development Services Permitting Department Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 St. Lucie County, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial Resl en late PERMIT TYPE. li�C iiiii- , Address: klfd l z- d-k i,�- /11- .1 Property Tax ID#:� .���` �G Com 6-o00- 3- Lot No. G Site Plan Name: Block No. Project Name: U t'ONew cs� y n✓, < f e C 4-r,' -f LAj o.�4 e �- i h Gr C C-J in, d t9 �J r m e.s , i Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank' _Gas Piping _Shutters _Windrows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction��:// p7Sq. Ft. of First Floor: Cost of Construction:$ '7' O © 0 D Utilities: —Sewer _Septic Building Height: I Name 0 sit. Name: ,tel-kt k Address: KJ--' / &,k e /421�. U� Company: o C .0 StAdd City: ate:_ ress: 7E - p Zip Co .,,'F Fax;. to City "� z i L T. '.' c0.t !��} State.+ Phone Nb. G r--sS ( `�, �� Zip;code; Fax- + ' rU ' , 6 E-Mail. ; t .. _-, Phone. Y' Fill in fee simple Title Holder on next page(if different E-Mail from the Owner listed above) State or County License If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER:__ Not ApplicableMORTGAGE COMPANY: Not'Applicable Name: Name: Address: Address: City: State: City: State: Zip: ;Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address:, Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit t6do the'work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to'another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Signature of 0 er/Lessee/Contractor as Agent for Owner Signature of ntractor/License older STATE OF FLORID0. STATE OF FLORIDA ' COUNTY OF COUNTY OF The fo oing inst m nt as acknowledge efore me The for oing instru en was acknowledge efore me this day of 20 by this V day of 20 by ,J774 r_ik� m 4 rn _ Name of person making statement. Name of person making statement. Personally Known/ OR Produced Identification Personally Known/ -OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notbly Public-State c Florida) (Signature of Notary ublic-State of Florida) Commission No. giiiROVIRUMPHREY ' Commission At DREYB.HUM MY COMMISSION#GG 300817 f; ;�; MY COMM�ISpSI�ON arch#GG 300817 .Q; 6. FpF F nded b � FOF�t°` Bond Thru Nota Public Und nvriters REVIEWS °� PLANS V ROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. PLANNING &DEVELOPMENT SERVICES DEPARTMENT Building&Code Regulations Division - 2300 VIRGMA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FILLED LAND AFFIDAVIT I,the undersigned, am the owner of the following described property, 13©tyleos - noo(P-©004� LAKF_C0®(jD AAgj( dA-BLa_111 Loo (, (Parcel Id#/Legal description/Address) f p 1 L!-Iler_LKS jU� ,6LUA Fr��I E>QLr,rL q CIS-/ for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number ' I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St.Lucie County Land Development Code,I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. C'acv l O'C)a,�.s Property Owner Name(Pleas int) Zuja- P operty Owner Sig46e Date r � L STATE OF FLORIDA,COUNTY OF l 0'rr ✓Gt ACKNOWLEDGED BEFORE ME THIS 2 l DAY OF 5y`� 20 C Gv �b� By ��m WHO IS PERSONALLY KNOWN TO ME(a OR WHO HAS PRODUC C_ AS ID TIFICATION. c � SI TURF OTARY PUBLI TYPE OR PRINT NOTARY eb5-w- OM USSION NUMBER 1'r"Vrt MErich Daniel Krach o0 NOTARY 0®61C STATE OF FLORIDA Comm#GG105925 � Expires 5/17/2021 SLCPDSD Revised 04/11/2011 C RYZ p �_ Page 1 of 1 re �i k N7uV.5 i d l � 6 Sia Y v11�s 3 14, ti x,11 _BAS (1672;) 3 J � 28 . QPAA ) 13. 15 15 GAA' � gl Applicant has been advised NO structures I can be erected within any easement or right of way unless otherwise approved. Applicant Initials �L haps://www.pasl'.org/ImageSketches ketch/2/2259 2339_1 jpg 6/17/2019