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PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division COUNTY BUILDING PERMIT MIMIMIMMMMMMIIIPT SUB-CONTRACTOR AGREEMENT FILE COPY S S — e t r c , -) - , have agreed to be (Company Name/Individual Name) the &y, Y-3 Sub-contractor for A s Lt L s 4 c L-a • 't (Type of Trade) (Primary Contractor) For the project located at 3 C O i'? e c •e s i'c /`'//.2`v., x i`1 (Project Street Address or Pr perry Tax ID#) It is understood that, if there is any change of status regarding our participation with the above mentioned project, the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub-contractor notice. CONTRACTOR SIGNATURE(Qualifier) SUB-CONTRACTOR SIGNATURE(Qualifier) iJl)1' IN e-4AP e CI(E ' /IUD►2.Li,,1 e-GSz.A./CAL� PRI NAME PRINT NAME COUNTY CERTIFICATION NUMBER COUNTY CERTIFICATION NUMBER a State of Florida,County of ( �-e State of Florida,County of<eel 't-D Ge The foregoing instrument was signed before me this day of The foregoing instrument was signed before me this 1 day of 20k by} -Ar..e C -r'e 1 'to I(l\ ,2O bye Gl'1 tA/0 nel t o who is personally known has produced a who is personally known V or has produced a as identification. as identification. • _ V I STAMP - 1Y\ .51"'1 n A/ �^ STA,i RLEE ASHLEY g ature of Notary Public °4BY Ptg, KIMBEPLEE ASHLEY Signature of Notary Public ,, ? * MY COMMISSION*FF 958838 �P, n c�/t p lt(CO'.'• _ -sF9588. , / /� p 1 N� ...97 )4, EXPIRES:February 9,2020 \ � r/-A3► 1 ILS �:s4��-�'o� EXPI;iL';:: 2020 �.0 , ,,,^ l I, 1!SAS Iems.r 4'0;n Bonded ThruBudget NotatyServioes Print Name of Notary Public 'sop Fa° Bolded Thu o,;at Nt y Seniow Print ame of Notary Public /1 doS.?48z, KIMBERLEE ASHLEY ?- MY COMMISSION#FF958838 1$4u?p •-e EXPIRES:February 9,2020 oFp1°per Borded Tint Budget Newly settiaeo Revised 11/16/2016 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach,FL 33004 _;. A Perfect Solution in Every Drop 954 399 8478 TEL 4/0 Certificate of Authorization:29578 954.744.4738 FAX www.buildingdrops.com June 14,2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Dear Sir(Madam), Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, `,`retro iiiiiii� ‘• F. ii I 41 b :TAT .. °.,(: ,/DK►vP'' 1Z" Digitally signed byHermes F.Norero,P.E. � '• .•, ?11 9 Y 9 me•, S's �G�‘‘ Reason:I am approving this document �i'I,,�NA��`���� Date:2017.06.14 21:49:30-04'00' Hermes F. NMM0, P.E. Florida Registered Professional Engineer#73778 I Page 1of1 R R W Building Consultants. Inc vv B Consulting and Engineering Services for the Building'IndustrC y P.0.13ox 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engkeers Certificate of Authorization 98.13 Product Evaluation Report Report No.: FL-14911.21 Date: Morel,24,2015 Product Sub Category Manufacturer Product Name ,Category , Silvertine Building Products Corporation Series,70-Model 2127FL Windows Single Hung One Silverline Drive Extruded Vinyl Single Hung Window North Brunswick,NJ 08902 w/or w/out Flange Phone 732.436.700o "Non-Impact" Scope: This is a Product EValuation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,RE.(System ID#1998) for Silverline Building Products Corporation based on Rule Chapter.No.61G20-3,Method 1d of the State of Florida Product , Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon,F.Schmidt RE.do not have nor will acquire financial interest in the company manufacturing or distributing the procluct or in any cither entity invorvecl in the approval process of the'product named herein. Limitations: t This product hasbeen evaluated and is'in compliance with the 5th Edition(2014)Florida Building Code-(FBC)structural requirements including the"High Velocity Hurricane Zcme"'(HVHZ), 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in the"HVHZ",this product is required to be protected'with an impact resistant covering that complies with Section 1626 of the Florida.Building Code. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this-product is required to be protected with an impact resistant covering that complies with Section 1609,12 of the PBC. 5. Site conditions that deviate from the details of drawing FL-14911121 require further engineering analysis by a licensed engineer or registered architect. 6. This product meets water infiltration requirements for"HVI-IZ", 7. See drawing FL-14911.21 for size and design presSure limitations. Supporting-Documents: 1. Test Report No. Test Standard Testina Laboratory Signed by TEL 01410311 TAS 202-94 Tes•ting•Evaluation Lab. Lyndon F.Schmidt P.E. Materials PVC Extrusions ETC 97-264-40910 ASTM D63546;D1929-96,D2843-93 'ETC Laboratories J I Dolclari,RE. 0638-96 and G26-95 2. Drawing Na.. Prepared by Signed&Sealed bv No,FL-14911.21 ,RW Building Consultants,Inc.(CA#9813): Lyndon F.Schmidt RE. 3.. Calculations Prepared by Signed&Sealed by Anchoring RW Building ConsultentS,Inc.,(CA#9813) • , . Lyndon F Schmidt P E ASTM E1300 Glass Load Lyndon F.Schmidt.P.E. •'* .7` 4 Quality Assurance Certificate of Participation issued by Window and Door Manufacturers e 06 NO 43 409 Association,certiffing that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 arid Guide 53 lit, 0.7.470 OF 'P-Vf Lyndon F.Schmidt P.E. 424P/15D Gritilt FL PE.N&43409 3/27/2015 Sheet 1 011 „...,4„,, Silver L $9 "'�'��_ byAndersen �N ; el : WINDOWS • DOORS � �m -,i �' 1;- J .... 53.25 MAX,OVERALL FLANGE WIDTH /'',I4.!!*pl ,�;`\ z n m e. 52.00”MAX.OVERALL FRAME WIDTH -"1 8 N'' . \P Ea 2 m o0 \ - N p N g p=a SERIES 70 - MODEL 2127FL /' ��` d V a maal° EXTRUDED VINYL SINGLE HUNG WINDOW /1 E �z a° a w/ or w/out FLANGE o L9 0tit "NON-IMPACT" i Z .2: 6 A GENERAL NOTES z. z . Q� a , 1. This product has been evaluated and.is in compliance with the 5.fh.Edition(2014)Florida Building Wx m --vCode(FBC);structural requirements including the'High Velocity Hurricane Zone"(HVHZ), p. o 2 1 2. Product anchors shall be as feted and spaced as shown on details.Anchor embedment to base I // t; . N 6 LI material shall be beyond.wall dressing orstucco.. o a ,, v av p 3. When used in the"HVHT'this product is required to be protected with an impact resistant n 4& '" covering that complies with Section 1626 of f he FBC: I i 4. When used in areas,outside.of the'RVI-IZ"requiring wind borne debris protection this product is ,'/i a o required to be protected with an impact resistant covering that complies with Section 1.609.1.2 r N of the PBC. o u) 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x z Ei buck masonry:conshvction. .1 o �': 4 0o P. 6. Site conditions that deviate from the details of this drawing require further engineering analysis • w a by a licensed engineer or registered architect. - R. cl _. 7. This product meets water infiltration requirements for"HVHZ''. CIi. o v RA>C r OVERALL ; , MAX `GLASS Di SIGN PRES5URE(PSP) ��o ;. TABLE OF CONTENTS FLANGE FagME n L o r'')" 'DIMENSION s DiMENSIOi " DIMENSION TYPE "POSITIVE N ?y 4,-,: o,—EH; ; v SHEET# DESCRIPTION :_: 1 . Typical elevation,design pressures&general:notes 53.25 x 63.58 52.00"x 62.50" 47.69 x.28.25" +62.8 -65.0 cram 10/30/12 0; g" 2 Horizontal&vertical cross sections GT,.G2 scAtm N.T.S. 53.25"`x 74.08" 52.00"x 73.00" 47.69"x;33.50" +55.0 -60.0 ° enc JK m 3 Horizontal&vertical cross sections 2. arK LFs 3 4 Buck and frame anchoring i 2 5 Bill of materials,:glazing details&components on w 14911.21 0 Di sferr 1 OF j r DNI a/Nvrmemo°=44a-ma'M'TJ Z LOZ • £lab'°N V0 3ded SNOISIA321 t81L¢•659•£1E :•oN auayd SNOLLO3S SS021O 585£f-14 '04110A•OZZ' xoa `Ord inn iVJ11.213A 2 1V1NOZWON _ 'ON 'OIiNcl�'ON 13001N 3St1L38 £1161,/t`ON v; _ �'� 0N1 'sisvnnsNoo NNIOIine. ,178W ISSV HO.L Yd. S l 3Ad (nog)'a3 HiS 01..31Vadn ci/tiz/f. z o:F 0 `1j11T111iiii,,, \z g '�` ``�� lY! , jllii iPI 6017£1. S 3•ou '3'd, MOONIM JNnH 379N1$ $ Zs ♦ VC1a0 Vit � 7 �nvmo,•.. 'I r. 0(H PwodWd((uown0o0 :iOnaotid * * z*=� T. t. 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IX BUCK g w FRAME-N — T 2X BUCK _ TYP _ ? N -1 .�.-. " FRAME zo 6 MASONRY 'r MASONRY —� MASONRY = m OPENING OPENING 2X BUCK. OPENING — /-1 C m Z r.. IXBUCK0 < 2XBUCKQ I 'Q g of v_i o — TYP. I T II 1X BUCK 0 K a. � '. — _ TYR. _i_ .. . `-'z O o3 9 BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING y ct 7 MASONRY 52"X 73"MAX. 42"X 58"MAX. 0 Z o z m CONCRETE ANCHOR NOTES: o V.2 T.Concrete anchor locations at the corners may be adjusted to maintain the mm. o o Ix a edge:distance to mortar joints. w W 2.Concrete anchor locations noted as"MAX O.C,(TYP.)"must be adjusted to o ^ n maintain the min.edge distance to mortar joints,additional concrete anchorsre z ..6... may be required to ensure the MAX.(lC.(TYP.)"dimensions are not exceeded. ,n r7 ;, 3.Concrete anchor table: . 'c.., ANCHOR ANCHOR MIN ;NIN Ct,E,4RANCE MIN cLEARANCE <'�c TYPE SIZE EMBEDMENT ' TOMASONRY TOAD,iACENT "" T z ..:.EDGE .:.:',E : ANCHOR w—O ° U a PC 1/4" 1-t/4" 2" 4" lige 10/30/12 2 6. TAPCON®. o ELCQ scum N.T.S.ULTRACONe 1/4" 1.1/4" 1" 4" wm.enJt( °E WOOD SCREW INSTALLATION.NOTES: arc LFS ri I.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing?t IMMO rws N wood screws to prevent the spatting,of woad. FL-14911.21 lg N V f. K •aNI 61NV11neNna ONIC IIrIU'M•N ESL OZ 0 • £1.96 'eN VO 3d94 _- SNOISIA3el L6L81329'£1.8 I'aN euo4d $1143N0dn00 Y 511V130 A8. 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ED 0 .1, ,,,,,,,,....„ Ii 0 . i . ivia-7, 1 4 2 w N 0 ��� l /o @ 'SM4NOS4/Ex94.(Z)HUM I. n N31SVd'1M21 01;411431,12K 40 4N3 0 I O HONG W08d:S9 SM3S NddV1d13SsoZ ,4/Ex B#(Z)HUM:N31SVd'1IVS ONI133W r I� Q I133HS SIM.WI) 3A1 OV 3H13O:4N3 HOV3 WO21d o o .y § (7 i f$?I ® 1VNOI1dO1MNMOHS9WV2ld ,S'LS'#OOIHSV Nl1VO13dO31V l 1N 1 z z 0 11I 1�z cu �% �ariGXl/MwmoyS £ it 80 iI `l ;til I 6 NO/103S SSO I3 W1NOI18OH F 1" .0 i r dAl'9W3 0 WS ON1133W 3H1 M0139 1IV8 sNI133W,3HM M0139 0 •dA1'9W3to NIW.4/l-[ c �^ �I NIW 4/t f CO I o z 1310N� 0 33S t Z310N�® 80183ll(3t.os 4. MS aT 4 0 - 0, ,VD r .o ��� ill : . rarnuur � I, itI� L FNI C � munuine I ' ., pi • ° ®® .0 00 i m � `1 ` 803Ne Wm. ` P a 0 W no�$ o 4 e P p 0, .IIS `ON1133W 3Hi3A09V WS ONI133W 3H13AO9V Q N w Q ` N ' /` •y` Z t.•-�, a I 398 East Dania Beach Blvd. BUILDING DROPS Suite338 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 "eport of Silver Line Building Products Series 70 — Extruded Vinyl Single Hung Window (Impact Rated) for Florida Product Approval FL# FL19715 Report No. 4806 6th Edition Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Windows Sub —Category: Single Hung Product: Series 70 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions,SWD011 Prepared for: Silver Line =:Wilding Products One Silverline Dr. North Brunswick, NJ 08902 o`GS F. O �iei Prepared by: • ' -p Hermes F. Norero, P.E. = ��'•�\•. •• O Florida Professional Engineer#73778 _ * �i * Date: 05/05/2017 = '0 _ :TAT • Contents: ' '��. ..........•' �` Evaluation Report Pages 1 —4 eeies/ANAL •� G`%`` Digitally signed by Hermes F.Norero,P.E. /1/// ``���` Reason:I am approving this document Hermes r. r ural o, P.E. Date:2017.06.14 21:52:22-04'00' Florida No. 73778 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 05/05/2017 Report No: 4806 Certificate of Authorization:29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 70 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products 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 6th Edition Florida Building Code. See Installation Instructions SWD011,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 6th Edition 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 6th Edition Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD011 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD011 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 05/05/2017 Report No: 4880606 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the 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 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization#TST1589) Report: Dated: NCTL 110-16327-1 08/13/2013- NCTL 110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 2: Quality Assurance Window and Door Manufacturers Association (FBC Organization#:QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every DropDate: 05/05/2017 T Report No: 4806 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: A. For two by(2X)wood frame substrate(Min.S.G.=0.55), use#8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate(Min 18 Ga., Fy=33 ksi),use#8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond,steel structure. Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55), use#10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate(Min 18 Ga., Fy=33 ksi), use#10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 • • SILVER LINE BUILDING PRODUCTS Silverline INSTALLATION NOTES: nrMdersen 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION :,„ SHOWN. a awAe 11 2. THE NUMBER OFINSTALIATIONANCHORS DEPICTEDISTHE MINIMUM SERIES 70 - MODEL 2127 j .` �.+ NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE D5TE°. EXTRUDED VINYL SINGLE HUNG WINDOW 45 NNE ONE = In CM) NJ 3. INSTALL INDPADUAL INSTAILATION ANCHORS WDWN ATOLERANCE OF 11/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS (.E.,WITHOUT CONSIDERATION OF TOIEPANCES).TOIERANCESARE NOT (IMPACT) ru CUMULATIVE FROM ONE INSTAU.ATION ANCHOR TO THE NEXT. X E�yy5 1T 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING .2.. BS). SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM WHERE GENERAL NOTE5: O QE. - 7, SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED 0 (C Z p u OF HIGH DENSITY PLASTIC OR BETTER L THE PRODUCT SHOWN HEREIN LS DESIGNED AND GZ3 �w� MANUFACTURED TO COMPLY WITH THE 6TH EDITION ��< OS 5. FIN INSTAL ATION:FOR INSTALLATION INTO WOOD FRAMING USE EU WOOD FLORIDA BUILDING CODE(FRC),INCLUDING HVHZ AND HAS Z SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: aW LL�a ' m P,Z<e, LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD TAS 201-94 N� W spy SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.Ur EDGE DISTANCE. TAS202-94 4j pL m <„ TA5 203-94 WJ W t m p•�. ASTM E33O02 TABLE OF CONTENTS F d C fl m 6. FIN INSTALLA7TON:FOR INSTALLATION INTO METAL SND USE 118 W �.r THREADSPING SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 ASTM EI88605 �+ PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN ASTM EI99606/09/12 SHEET REVISION SHEET DESCRIPTION MIN.3/8.EDGE DISTANCE. AAMA/WUMA/CSA 101/15.2/A440-08 yi 1 - INSTALLATION A GENERAL NOTES I- 7. THROUGH FRAME INSTALLIATION:FOR INSTALLATION INTO WOOD FRAMING 2. ADEQUACY OF THE EXISTING STRUCTURAL 2 - ELEVATION 6 ANCHOR LAYOUTSCI USE RSO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH CONCRETE/MASONRY,20 FRAMING,AND METAL FRAMING MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3 - VERTICAL G HORIZONTAL SECTIONS(NAIL FIN)WX, SFERRING APPUED PRODUCT B. THROUGHMLLIX FRAME FORINSTALIATION THROUGH IX BUCK LOADS TO TIE FOUNDATION HSTANDING AND IS THE RESPONSIBIIUTY OF TIE 4 - VERTICAL 4 HORIZONTAL SECTIONS(THROUGH FRAME) CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF HORIZONTAL SECTIONS,BUCK INSTALLATION,GLAZING- Z DIAMEEER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH INSTALLATION. 5 - DETAIL,6 REINFORCEMENT MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.1 3/4'EDGE 3. 1X AND 2XBUCKS(WHEN USED)SHALL BE DESIGNED AND DISTANCE. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR O 9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL SD USE FURTHER DETAILS OF BUCK INSTALLATION. In 1110 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 4. THE INSULATION DETAILS DESCRIBED HEREIN ARE ("'! N OF 3 THREADS PENETRATION BEYOND METAL WALLGENERIC AND MAY NOT REFLECT'ACTUALCONDMONS FOR 10.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, ASPECIFIC SITE.IF SITE CONDITIONS CAUSE INSULATION w V) INCLUDING BUT NOT UMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, CZ 0 A UCENSED ENGINEER OR ARCHER SHALL PREPARE SITE 11.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF SPECIFIC DOCUMENTS FOR USE WRMTMIS DOCUMENT IN — CORROSION RESISTANT MATERIAL OR NAVEACOPIIOSION RESISTANT NON-HVH2 AREAS.IN MO AREAS,ONE TIME PRODUCT MAX OVERALL SIZE APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR CONFIG. DE5I6N MISSILE COATING. AIU WIDTH HEIGHT PRESSURE IMPACT RATING 52.FOR HOLLAW BLOCK ANC:GROUT FILLED BLOCK,DO NOT INSTALL 5. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED Stull ITT AA INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 52' 73' 0/X .55/-60 PSF LMI/SMI S�Z x`L AAi FOOM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF ONTHIS RESISTANCE. ,�ti yti S' .. n� • 13.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. WINDOW FRAME MATERIAL PVC -0_; ar�LL 6 MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE Z p� y USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 7. INACCORDANCE WITH THEATREDITION FEC,WOOD Z T --VIZ SPECIFIED BY THE ANCHOR MANUFACTURER. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED J) ]9Y OR SHALL BE OF ADORABLE SPECIES AS DEFINED IN .1. • Az 1-'Q 14.INSTALLATION ANCHOR CAPACRTES FOR PRODUCTS HEREIN ARE BASED ON CHAPTER 23. !,��.•••••• N SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 8OF 033 . GLASS MEM THE REQUIREMENTS OF ASTM E1300 • O F B.CONCRETEIMN MUMNIMUM ECOMPRESSCIRC IVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. SAA �11 4,99.0 kHH C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. {{uY F,--1, Z V) D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TOASTM C-90 WITH F-K) m N m j u_ <1- E STMINIMUMCOMPRESSIVESTRENGTHOF2000PSI. Q rA i t =2 U Z EEL-MINIMUM YIELD STRENGTH OF 33 X51.MINIMUM WALL THICKNESS 0 0 U .) OF 47.8 MIL(0.0478'Or 18 GAUGE).MIN.1/2.EDGE DISTANCE DWG#: F.ALUMINUM-MINIMUM ALLOY 6063-T5.MINIMUM WALL THICKNESS OF EDGE DISTANCE.MIN.lir SS A/DO+11 + •. 2' DSEBM VLIAA 6Y Hermes F.NO:OR.P.E. VII/ Reazom lem,PPrern90rnBw:we+Ol FL#:FL197151 OF 5 Dale:2017.06.14 22:01:56 SHEET. 1:56.:WOO x0 0 m o 4� 441$494D • � 4DII -113sm CD X ig o ao�. E Z m 44D4D4D o Mx E 72 g 0 n P E D 1 1 nx 1 1 1 1_ z m0 i:o —M 25 E-< E 0 — i I I I I I I S F \�t. mil,,,, • cn o DATE: .'- `�.�.I O '. - - TITLE:SERIE570-MODEL 2127 -- /n#05.2517 z� :F'r' REVISIONS SINGLE HUNG WINDOW N DWN LMS Y. '* 4 7,^.s�. DESCRIPTION BY DATE ELEVATIONS it 2R o tig-7-Z. 0 OF CHK BY: %p T�T E. PREPARED BY: ' -ri T HEN y O,�•;9L pP;=4G, LU BUILDING DROPS,INC. C U1 SCALE: M°�0"' CSG\.,'"` 398 E DANIA BEACH.,STE.338 1-J DANIA BEACH,FL 33004 8 (D• N NTS rvs >R.v 1`�°u mm PH:(PM))19 9 4179 FX: (953)10118 CONCRETE/MASONRY 11/2'MITI. BY OTHERS CAULK BETWEENEMBEDMENT !Silverline CONCRETE/MASONRY S 2X • .. `.. bYASid4'PSCiI WOOD BUCK BY OTHERS 2X WOOD SUCK BY OTHERS R . 4111 BEE SHEETSfOR � GONNSEE SH ET5 FOR ' � B/8'MIN. i.1.oe. #8 WOOD SCREW `, EDGE DIST. uoaTM SILVEMINE DRIVE msu INSTALLATION ANCHOR P.032)0}1C00 EXTERIOR FINISH ^`—- �^ N.i m BY OTHERS •� _,� -- MIN. DISTANCE •' <' H m _�?.\ 1/4'MAXSHIM MAX a PERIMETER \ SHIM SPACE SPACE —' o 2 o O w m^_ O.A. SEALANT .1 3 . UNIT BY OTHERS ''.';.:'.'....4-.:,.:, P3 HEIGHT t:;.; ::., Ye o` o '41'4' a <ru K EXTERIOR m INTERIOR m <", m 0`<X SEE GLAZING MM 3 THREADS c < y DETAIL SHEETS —PENETRATION BEYOND m �, c SEE GLAZING METAL STRUCTURE w 1=I a va DETAIL,SHEET B INTERIOR #8 GR.5 SELF-TAPPING SCREW ri i uy`� INSTALLATION ANCHOR Y '��' METAL STUD BY OTHERS, (!) VERTICAL SECTION o 9. co©, \ j(__ SEE SHEET 1 INSTALLATION .- 0 �3 HEAD-2K WOOD BUCK ,..� '�I�I�i_ NOTE 14 NAIL PIN i i•G IA:::•::::'::: SHEATHING m 3- ':` ':':'-': BY OTHERS tn •:-: SEE GLAZING 4 `BVX ERIOrtOTHERSH DETAIL.SHEETS EXTERIOR PERIMETERO SEALANT BY OTHERS HO in V Pd- EXTERIOR INTERIOR O.A. .�— UNIT ??? O.A. / WIDTH W UNIT J HEIGHT 'SEALANT PERIMETER HORIZONTAL SECTION l BY OTHERS r 0 1/4'MAX. 3 JAMB-MEIALBTUD Ir NAIL PIN EXTERIOR FINISH I I SHIM SPACE BY OTHERS—\ - .�.i A,IXIII/44,,, #8 WOOD SCREW ��jj INSTALLATION ANCHOR I Sts'MIN. ``p'y�„T•..y�Q••2 2X WOOD BUCK BY OTHERS11.1_ EDGE DIST. 7)14'..01‘V #r`�raa ; SEE SHEETS FO. °""-- � .. n;tij'd. `tea.,, CONNECTION DETAILS ®v"-.", °:1,'. ..+ � 4' CAULK BETWEEN • a,' CONCRETE/MASONRY � `� •• Q CONCRETE/MASONRY 8 2X ... .. '11/2'MIN. 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Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (651)264-4178 Nicholas.Kopp@andersencorp.corn Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung • Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed • Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero,P.E. the Evaluation Report Florida License'i,?ti PE-73778 Quality Assurarite,Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 ' Validated By ' Locke Bowden PI Validation Checklist-Hardcopy Received Certificate of Independence FL19715 R3 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 i . https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuf... 2/13/2018 Florida Building Code Online Page 2 of 3 • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 Summary of Products FL# Model,Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL19715 R3 II SWD002 SS 2017-06-15.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product FL19715 R3 AE PER4875 SS 2017-06-14.odf Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19715 R3 II SWD012 SS 2017-06-14.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product FL19715 R3 AE PER4807 SS 2017-06-14.pdf Evaluation Report for design pressure tables and limitations Created by Independent Third Party:Yes of use. 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product FL19715 R3 AE PER4805 SS 2017-06-14.pdf Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19715 R3 II SWD011 SS 2017-06-14.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product FL19715 R3 AE PER4806 SS 2017-06-14.pdf Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 'Back) Contact US::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MI IC 01 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk1 hGuf... 2/13/2018 ® iText. 0 w 04 AI S3% a 5033 PM i t 1 0 I httpso//www,floridabuildingoor . • 1 00.4., 1 Ili' 171, ' i t y -1.-1 t o 0 t 1c r(0{0f h; pi a 1 :, k „f. i — t ,,,s «t L.': s ,A + K BCIS Home i Log In I User Registration I Hot Topics Submit Surcharge ) Slats B Facts Publications I FBC Staff I SCIS Site Map 1 Links Search r4Product Approval USER Public User ace,uct ApnroYai r1°ra>product or Agplicanon Search>Application List I., If Search CriteriaRefine Search I, Code Version 2017 FL# 11968.2 I,' Application Type ALL Product Manufacturer ALL li Category ALL Subcategory ALL I; Application Status ALL Compliance Method ALL i Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL II l Product Model,Number or Name ALL Product Description ALL I Approved for use in HVHZ ALL Approved for use outside HVHZ ALL II Impact Resistant ALL Design Pressure ALL , Other ALL Search Results-Applications I�g 1 IyAS 7-Maiufacturer Validated By. Status FL11968-1 Revision Eastern Metal Supply I John Henry I Approved i BLI FL#:FL11968.2 Kampmann Jr. I History Model:0.050°Bertha Aluminum Storm Panel(2.25'Deep)-Non-HVHZ-Drawing (941)922-3854 I Number 17-096 II Description:Corrugated aluminum storm panels retained or not by tracks to I; I I provide hurricane protection. I ! I ICategory:Shutters I I I Subcategory:Storm Panels i, *Approved by DBPR.Approvals by DBPR shall be renewed and ratified by Ie POCb and r e Commission if necessary. II I', Contact Us-2601 Blair Stone Road Tallahassee FL 32399 Phone 850.187-1824 I, The State of Florida is an AA/EEO employer.CC fight 2007-2013 State of Fionda:: dvacy Statement-pccessibrlry-tatement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity. Instead,contact the office by phone or by Uaditionat mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455 275(1),Florida Statutes,effective October i 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made availab'e to the public.To determine if you are a licensee under Chapter 455,FS,please click here. I, Product Approval Accepts: I ET1 ICI a l'C''il Credit Card lI Safe I' seCurityMETRICS II P IL ECO INC_ TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR., P.E. tiltcco(q)aol.com 11.1'.1:.License No.44167 FL.LB.License No.011116719 PRODUCT EVALUATION REPORT FL 11968 .2 REPORT NO.: 17-0726.01 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: . Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to the Eastern Metal Supply, Inc, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-096 (Revises Drawing # 15-044), titled "0.050" BERTHA ALUMINUM STORM PANEL (2.25 DEEP)", sheets 1, 1A thru 14 of 14 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated O70/,226�7,aThis drawing is an integral part of this Evaluation Report. 00"vit A. l ��s No. 44167 •• • . \_� l` ^ • 9 /%T STA�DF 4 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0726.01 2.2. TEST REPORTS: Large missile impact load tests were performed per Impact Testing equivalent to ASTM E-1996 standard, as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Report No. 0121.01-98R, dated April 28, 1999, signed by Tony Sivore and signed and sealed by William R. Mehner, P.E., Report No. 0329.01-00, dated May 26, 2000, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., Report No. 0525.01-00, dated April 26, 2000, signed and sealed by William R. Mehner, P.E., Report No. 0512.01- 03, dated May 22, 2003, signed and sealed by William R. Mehner, P.E., and Report No. 0617.02-04, dated May 17, 2005, signed and sealed by Henry Hattem, P.E. Test Report#0221.01-01, per TAS 201, 202 and 203, dated 05/02/01, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E. Tensile test report No. 5EM-499 by QC Metallurgical, Inc., dated June 1, 2005, signed and sealed by Frank Grate, P.E. Mill certificates from Easco Aluminum (extruders) certify aluminum alloys and temper for components. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25" Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 09/07/05, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per Impact Testing equivalent to ASTM E-1996, valid only for wind zones 1, 2 and 3 as defined by ASTM E-1996. 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 5 of Product Evaluation Document (P.E.D.), drawing No. 17-096. Maximum Anchor Spacing shall be as indicated on sheets 6, 7, 8, 9 and 10, of Product Evaluation Document (P.E.D.), drawing No. 17-096. 0.050"Bertha Aluminum Storm Panel(2.25"Deep) has been verified for code compliance to work as a non-porous .a� shutter o assembly, as per SSTD 12-99 Standards. Provisions for iiittt k' ble panels is indicated on sheets 8, 9, 10. 13 and 14 of Producte. :,tien4l went �� .'f' (P.E.D), drawing No. 17-096. .� * • JCENSC M -�-- No.44167 * l -& / 2 T TEL '� = s•. ••• � 4,, s 0NAO ,QpE .......ie/I/NPO ' PRODUCT EVALUATION REPORT NO.17-0726.01 3 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2, 3, 4, 5, 8, 9 and 11 thru 14, of Product Evaluation Document (P.E.D.), drawing No. 17-096. Minimum separation to glass shall be as indicated on sheets 3, 4, 8 and 9, of Product Evaluation Document (P.E.D.), drawing No. 17-096. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 1A, of Product Evaluation Document (P.E.D.), drawing No. 17-096. Anchor specifications shall be as indicated on sheets 6, 7, 8, 9 and 10, of Product Evaluation Document(P.E.D.), drawing No. 17-096. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 8, 9, 10 and 11, indicated on sheet 1, of Product Evaluation Document (P.E.D.), drawing No. 17- 096 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. 7.4. 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O "U" HEADER 2681' 2 1 STAOC:a/e`_r 75.119'(TOTAL wrong 9.:79•00440 670770 0 h" HEADER 0 3" Max. "U" BUILD OUT .380' I 72.000"(u.4,.71VE 670TNJ I f•--osoo"(EfFEc71Ye WIDIN)--j soar,3/a•_r 68 :Vs"-1- .199• o 1.500' 7.500• 7.500' 1.500' 1.500' .214• I g w 4.500' 4.300" �I 12 As 4A 3 I x As.wvrx stC firPJ i I �r�i Mai>_�i� I, ��'Y .188` ',n� �gL (Q (Q .158• ' n 1..I ZQ 40 .•1+1;h a" • t 0 1* Y,1 ' .374 I 9 i2 .30 tel E �)to 7p7W .093- T v I I I I .1505- t�-�w� :. -I" I 1.950• L-2r25•--1---i8A1•-F-2125•-1 I-2.125•--1 s ,, •�� ' . 8.051• F.090- ` I�� - ,098• � 0' © REVERSED "F"ANGLE Q FULL ALUMINUM PANEL W/O H AIMED EDGE$ °HALF ALUMINUM PANEL W/O HEMMED EDGES -.364" TRACK sur:A O .r 1000"Max. � ®STORM PAHA " l!J 3/8" B. O. TA 3/4" B. O. iae' F:1/4".7 1--.06.3% © 3 ANGLE BUILD OUT "F" TRACK "F" TRACK ffi w I-094BRACKET soot 4 3/e•-r 9 ,,y6._7. -I sour:EA"-1• .465E Iso•�'" Ig I ro 5710 Ext cr p mcr Orp I r I ,1 tai' LOG - r•.� �{ rzs I s o r2'as J___ 11 --T I ...'d •t �. .o9a• ■rI Q 2000 - LIG 7NAN m "� I 711 � �- 8715' 080 (IC • u. h �" a -L •B?5 ..7so Q "F" TRACK ANGLE - i I' { -�. 644r:8/8.4 r• C. I .875' Ma I 3.000' 17 I IMO' 1 -i- 0`5OR.060' k.4 .1 L t/4.0 304 WEES ( DETAIL 1: STUD w/OE CAST ZINC aGr a0 d p i/ 2"x 5" (Max.) x .125"ANGLE mar o°sPACINGSE/60 70 17 2"x5'(MAXJxf/B" scar:a/e•-r 56500119. ANGLE WITH STUD NICKEL PLATED mxG NUT OPTION 1 OPTION 2 -II a-93 12 KEY HOLE AT PANEL `4.277• ?30,7/ .275: 27 �- R0025' 1/4.0 384 4.44. 'U {/ 065 R/E7E0 .766• /-4.44. "1 20 2000• --i• k e. fil .095' _r-- ,1/1_0. 7501 _ < Au uTZ---\(3J 5/87 7t1Gf3 :i. -�•-- .28!1 , I ,!d I 2C10o• AT ROP UNE i 2760.811' -7:- 1 [A:Z crp 79" -D'a' I ..9sr .1.,' 10 STUDDED ANGLE - ( ,- -_ I .619 7YP. 2789'T 417' Rl,82d' L06343 ASm.4004 - .J09• 7375' .062• soul',2/e•-r• (zJ 5/+6'HOLES t , 37s ;rrrrrr�F��PP 'teT" © KEY HOLE WASHER (DI ROUND HOLE AT PANEL, AT eorraN UNE ti� \•62 1�1t��R P"11L11)--''' scvr,3/e•.ALIEN (OPTION TO 12) FOR 1/47-2047• " �1 r MS ttux9 e Q STUDDED PLA ES*I't".•'atEN$ '• I SCREW TAPC'ONS �um- \ -- "- _ F 67 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * 02017 7707000,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. a/t6 II r'1 ( r2' 1r _ OF )� Z (2.25" DEEP) oRAm.Dr: 11' �(4 !\\ 07/26/17 _a,� RIp ,..4tcT+1�a EASTERN METAL SUPPLY, INC F /�.... .* .c / I I L I E c 0 INC. 4268 14037 ROADS DRIVE DAM 15 3/16'x7"x14_' LONG WALL PLATF �'- S/ONALtlie TILLIE TESTING&ENGINEERING COMPANY µ5`T' PO 25.7MAC%4 n 17707 we 430.1 N..36u St S0.20.9.ra0a:1 uAMA R.1164 PHONE(561)209-826..FAX:(561)841-1716 17-096 snit aIle•-r• 7100*:MOM-raw.40:004471-1537 E8-0006718 M. orscrsmor CAnas =mom aur DRAMs NO WALTER A.I7WLT.10.P.E. pO 134). �9T/26/"27/23/0SNEET lA OF 74 FLORIDA La.,/44767 a -- - ---- —TOP TRACK (SEE COMPONENTS, SHEET lA OF 9) CONCRETE ANCHORS (SEE SCHEDULE) I " 1 ~r1ox. ! ox. 1 Mina t l Ant 0 0 o 0 o ( 0 rT---r___r_r_-_-_—_r_r_---__—r—r—h--__ r_r--_-___r—r—i_7_.._r_r—t_r__—r—r—r_i_—_r_r_—_y.__7_ r_ -_- r_r7 rra I r l Ien ti ti o i In S y "Si !I V y tu W ti ..I 47 4: 1 II l � �, 3 . a � . w ..... ,,, 1 , 4t ati I .!#,„ ,a. , tA. / t Na4 • —�- C*; ! J ..3" 1 CONCRETE ANCHORS (SEE SCHEDULE) 1 3-.-1 1.0% 1ri.0..._,."4.41j % Max'. or. - ".',!. 1 Min. 1 Min. e �?�, —BOTTOM TRACK '1'" `ssIONA:C. 111` STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A) /Nidi SCALE: 1/8"= 1" - -.-1/4"Max. GAP 1 J� 1/4"Max. GAP-.- .-- TY7' \~„�\1,75\___jr \ J r \ j"\ ) \ L \ / \ /..,:.--\_/ \j A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 au co INC. 0.050"BERTHA ALUMINUM STORM PANEL Lc. (2,25"DEEP) CROW BY: SECTION A—ALIEC 0 INC./NCEASTERN METAL SUPPLY, INC .268 DRIVE 07r26 /17 DS 0416, nLur TESnNG d ENGINEERING COMPANY IIESF PALM BERCI,FL 33407 17-096 SCALE: 1/8"= 1" Gaaa H.'',.tarn a5r,,n•AV. cum.S n Sfr6a PHONE:(561)209-8261 FAX.'(551)841-1716 +aw:(NOM E6raw.=(XO)Mr-LBar arum- ma marrow aur DRAWING No E8-0006719 ern ro WALTER A k.1 Jr.P.E. au,ra-oro o>/.yn mSHEET 2 Or 14 fLORlDA Lk./44167 r + (311103HIS 3351/110/67 VNYd...ri E, . .4 d , •E.F •xo., —.on m a tl Is' a-E 45 ___I• 43. ___ • .. --.. . ......*.....!.14.1N ..,.....ct. tis,. :i.i 7 I alh......10 I .. ‘ sS : ... to% 1_, CC >: % 4S. i .. %;.I.-4 0. 4.. m 0 ?.. ti a_ s....• En $PE*.r... . eleel 01) 142 1,...a.:1)4 ..4.•41 rc„Si.z.t't o L Zs a 1., • • 4:5..:". i.- LI, 0.-- : - I an ...b d 0 '`' • 0 •Z 1k ". 44 0- ,111.' tu .r ti. .7.•IT.q. ! Fe/ / .b. \ \ ,,,.\...,\ \ c:i rz - `,&. \ 11 ,e ,-.4. 0 ..4.,: ,0 - I z/ N RI 14 LI co tti § /,,.. U .,CC) ti) 1/4..\1*.'•—• ?.... .•.. 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