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s Silver line SILVER LINE BUILDING PRODUCTS CORP. "dEP566 V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ON BRUNSWICK, DJ08 NORTH BRLVERUNK,N10a902 (NON-IMPACT) (HVHZ) PH:800 23"228 w (J„ ZZ, Zm 9 Nv S W� •ate 0Qa$ e g3 _oo Oz 5�W zs<d n In Uzi 3 GENERAL NOTES: w z Mx m 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS > MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE J < a FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION w BEEN EVALUATED ACCORDING TO THE FOLLOWING: F a • TAS 202-94 52" 62.50" O/X +628/65 PSF NON IMPACT 1 - GENERAL NOTES&GLAZING DETAIL . - • ASTM E330-02 REMARKS BY DATE • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS 52" 73" O/X +55/-60 PSF NON IMPACT 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& WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 5 - REINFORCEMENT DETAILS LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE AND—N—EMPRODUM IN WH0110RPMT ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF WITHOUT WRIREN CONSFM OFBUIl01NG DROPS.ANG INSTALLATION. uTE 014S,ADDMDxb HIGHUGxnNG,0R MER MMoNGSTOTHa000IME—NOT PERMITTEDAND --no"Ox 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Digitally sign f WAfilgg`Nomro,P ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Reason-At s ant STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 5/8"O.A. GLASS Dat`` 'IB ,54. e RESPONSIBILITY OF THE ENGINEEI.G.R OR ARCHITECT OF `',` �` E"S y.�O '- E RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE / .�. N 7 7 ti GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION OF TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / \� INTERIOR 0 (� : r A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE _ SPECIFIC DOCUMENTS FOR USEWITHTHIS DOCUMENTIN NON-HVHZARE .IN HVHZ AREAS,ONETIME �(C E APPROVAL TO REOBTAINED FROM M AMI DADE REDR UCT OR I\ Fu �SS Q AHJ. STEELSPACER III X \ ELOWDA P.E'N.7S INC MIN.GLASS aee E OAI�IIA BeANG Da w. a3e 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 1/8"OR 3/32" BITE 7/16" 9ANIA BFatll,R JJOW SETTING BLOCK EBPE MT.a AOTNONRATION N.x9578 E THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 1^ 6. WINDOW FRAME MATERIAL:PVC FL#. F LiT.JQ 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL 11 COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01,23.18 8 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. DWG.BY: CHK.BY: NOTE: HR HFN B. GLASS MEETS ARTS. E E SHEET I FOR LAZINGOF E AILS ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. NTS SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG.#: SW D049 RESISTANCE. SHEET: OF 5 glverLine ' byAn&�� ONE SILVERUNE DRIVE NORTH BRUNSWICK,N108902 PH:800 2343238 w U MAX.O.A FRAME .. ? E WIDTH S2" z N m r< wccMAX.D.L.O. vNi '" P WIDTH 47.69" w 3 Z' A g 3"MAX. 6"MAX. 6.25"MAX, r{ o r L7 m g B FROM O.C. FROM ? > Z$s CORNERSCORNERS I =3 `'` e; Z m 3 w �CIO NOTE: >= m o Q ALL FASTENERS ABOVE ul THE MEETING RAIL IN ,;I i MAX.D,L.O. THE INTERIOR JAMB HEIGHT33.50" "p„ 6'MAX. •p.. TRACK MUST BE FLATHEADS. C D.C. REMARKS BY DATE 4 12.50"MAX. MAX.0.A FRAME D.C. HEIGHT 73" W DOCUM N N PP BUI IN G ON R ANOSNALL NOT BE PERP OF I WHOLE DIS,INCN D WRNOUFWRITTENCONSEM OF BUILDING D Ft IH -ONSADOMNS,T NUGHDNG,OROTHE0. i i NUPKINGS TOTX6 DONMENt ARE NOTRFAMRTFDAND MAX.D.L.O. ,�X�� "X" 'X' II v UWEOURo:Pnncnnax. HEIGHT 33.50" - 3"MAX. 6.25"MAX. $ FROM FROM CORNERS CORNERS T- f N .77 B of ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s R :a °� o ►tib.`�`�, SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW All Hi1.YMIL'k�?a F FLORIDA P.E"ND7S72 BUWNG DROPS INC A 3W OAMA BEACH BLW./J]8 E DANIA BEACH,R JJOOi FHPE CERT.Of AUTNDd3AT Na 1952 FL#: FL14911 8 DATE: 01.23.18 DWG.BY: CHK.BY: su,LHNTS HFN DWG.#: SWD049 SHEET: e ^ L['L) OF 5 ' e _ giver Line MAnderwn c ONE SILVERLINE DRNE NORTH BRUNSWICK,N108902 PH:800 2304228 Z I H O K_ &m SEE GLAZING SEE GLAZING w C, G No �m� _ oz DETAIL,SHEET 1 DETAIL,SHEET 1 .. al(D O Z w w Z > }m 2 m D O > w <a K i r a REMARKS BY DATE x x EXTERIOR INTERIOR EXTERIOR " INTERIOR a LL LL SNALLNOT 9F IIF....FDM WNOIE OR PAIR Q X WITH--N CONSENT OF WADING DROPS,INC Q Al1EMTi0lq AD01}ION;NGNWNNlG,00.0DIFA MARgNGSTOL tWAL CWROE EC-ONiMIREDAND GTIDN e E o SEE GLAZING SEE GLAZING �- A OF rY DETAIL,SHEET 1 DETAIL,SHEET 1 �p0� O lOP SO LE�.�� ' I 0 ''HEI9REn YORL'ta'E. FLp80A PZ Na 725770 BULLING DROPS.ON: 398 E DAM= BIL 2538 DAMA BEACN.R 25SOO{ EO Q i9PE CERT.OF AU7HORMA71CH Na 29578 p FL#$: s FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS VERTICAL SECTION VERTICAL SECTION DWG.#$: SWD049 c 3 NAIL FIN 3 THRU FRAME SHEET: OF 5 Silver Line MAndeis"en INTERIOR ONE 51LVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 SECTION FOR BLOCK&TACKLE SEE GLAZING SECTION FOR PH:800 2364228 BALANCERS DETAILSHEETI SEE GLAZING CONSTANT FORCE w �o\ DETAIL SHEET 1 /���BALANCERS OO OO ®I �� 1- O daml^.E EXTERIOR w Z R j m a 3 = m y m I D.L.O. �= o < w MAX.FRAME WIDTH P- a a HORIZONTAL SECTION REMARKS BY DATE 4 UPPER SASH MUT MG GHALL NOT BE REPROOUCEO IN WHOLE OR MT WRHOUT—ITEN CONBENT OF BUILDING ORCK.INC ONS,ADONIONS,HIGHUGHTING,DR OTHER MAR[1141 TO THIB DON MEM 6RE NOT PEAMRTED AND SEE GLAZING SEE GLAZING INV•D TEGU CERDNCATIDx DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 �1/1l►till/Z�,+ e hp's SA OF o ii O� O lL1[''••' alt/.,` EXTERIOR I D.L.D. FLOM A P.E"No l3lIB SUMND DROPS INC 9 398 E DAN IA BFAOI BLVD./NNB DANIA AUTHO R NN006 iBPE CERT.Of AUTHOPoL100N Na 29518 MAX.FRAME WIDTH FL#: FL14911 HORIZONTAL SECTION DATE: 01.23.1.8 l a J LOWER SASH �i DWG.BY: CHK.BY: HR HFN SCALE: NTS 3 DWG.#: SWD049 SHEET: y `If OF 5 MIN. SUBSTRATE 1/4"MAX. SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line .$ EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERS brAnWii n INTERIOR 0 SCREW IN THE INTERIOR o CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT Q W Z ONERUNS ICK DRIVE SCREW IN THE EXTERIOR NORTH BRUNSWICK.W 08902 �� CHANNEL z N PH:900 2343228 PERIMETER SEALANT O —� 1/4"MAX o pr oDo BY OTHERS SHIM SPACE PERIMETER SEALANT w o z m BY OTHERS 1/4"MAX. z,^., G m� B SHIM SPACE u1" '^< 0 EXTERIOR MIN. N N JooQEXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR Ew—�,p `6 Z z VERTICAL SECTION g HORIZONTAL SECTION � HORIZONTAL SECTION z=g= THROUGH FRAME(HEAD) 3 S s o 6 .6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) z1¢-F O m LL 3 w m Z Z m y= 2 W m SUBSTRAT 1/4"MAX. REINFORCEMENT DETAILS w> a BY OTHERS SHIM SPACE 0.34" W H- 0 INTERIOR 0.83" '{ �0.87" I ~ a wL -0.13" REMARKS BY DATE Zr We EXTERIOR 0.7 0.9 0.06" 0.87" 0.461 W 1 INTERIOR 0.45" O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH EXTERIOR 1 ALUMINUM ALUMINUM ALUMINUM ANDFHALLNOf BE PEPROWCFO IN WNOO:OR VAR! WIiXOU�W WREN CONSENT Oi BDNMNG OROPR,IHC --.-0&NRI W GNxNG,OR O1XER MIN.EDGE MAwrves7D Rn3 DoauExra9exmVERMrt1EDAxD Im/Al10A WRQRTiIGTON. DISTANCE �D HORIZONTAL SECTION VERTICAL SECTION ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE 6 NAIL FIN(JAMB) 6 MEETING STILE DISTANCE .. •• #B WOOD SCREW .ct i INSTALLATION NOTES: wood:MIN.sc=0.55 PAN HEAD 1s• 0.75' ,••�-�•E S•••• rO i a � • 7 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. NAILINGFIN 3THREADS MIN N 7 METAL:18 GAUGE Steal. #BTEKSCREW MIN.FY=33K51 PENETRATION BEYOND 0.50* " ?*` 8 METAL 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS T / HE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE OF MAXIMUM SIZE LISTED. Ex910 PAN HEAD INreRloRCHANNEL t5• 0.75• d�. (QP.,•'• 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT WOOD:MIN.SG 0.55 DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 910 LATHEHARNELE 1s o.75• ,���.1 O HuLEbFY YpRdtl�s'.[. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM FLORIDA P£No 73»8 3 THREADS MIN 6U6DP10 Mme'PJC s WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. #10 PAR HEAD IN See a DAMS BEACH 3 33B EXTERIOR CHANNEL PENETRATION ETA BEYOND 0.50' DANIF BEAOH,FL 3 METAL:18 GAUGE SN:eI, METAL iBPE CERT.OF AUINOIDlATION Na 29378 5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE MIN.Fy=33KSI THREADHREADS MIN FL#: DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE #10 FLAT HEAD IN THE pEN3 TMETAL BEYOND 0.50• F L 14911 ATION INFORMATION, INTERIOR CHANNEL THROUGH FRAME 3119'ITW TAPCON S. SIDING.MINIM UM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLATHEAD IN INTERIOR 1.25• 1.75• DATE: 01.23,18 CONCRETE:Pc=3000PSI CHANNEL 3H HEAD IN APCON DWGHR cHKH BY: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT HE' IN EXTERIOR 1.25 1.75' COATING. CHANNEL 3 3F79•ITN TAPCON SCALE: NTSEA 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD IN INTERIOR 1.25• 1.75' SW D049 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. CHANNEL DWG.#: MASONRY:CMU w,ASTM ° 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.2000 PSI 3IT ITW TAPCON SHEET: e SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. HExHEADINExTER10R 1.25• 1.75• CHANNEL 30. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 I P V 398 East Dania Beach Blvd. /(/A\, \ 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 1 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 Lone Building Products Corp. One Siiverline Dr. North Brunswick, NJ 08902 `�.����ES F 0t�' Prepared by: ��,�,� ' 'po Hermes F. Norero, P.E. 7 _ Florida Professional Engineer#73778 -10 - Date:01/23/2018 T T ic) Contents: Evaluation Report Pages 1—3 �i �NA1t- G``�� Digitally signed by Hermes F.Norero,P.E. Hermes���l+kit��0, P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.14 14:46:24-05'00' i; 1E 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: VI 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: 01/23/2018Report No: 5485 Certificate of Authorization:29578 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/HallMark 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. i Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 T!G[aT TEBTINCs & ENOINEERlNl".COMOANY'..t WALTER A.TILi,MJR.,P.E. filteco@aol.com nol.ee'zn I L hE-L�tintie Nn:4st3G7: PRODUCT EVALUATION REPORT k��� � ��n�N�.n���,q - RE P'ORT'NO.: 7-0726x34 DATE , July 2&,207 7 PRODUCT CATEGORY4" ". Hurricaine Shutters:;" PRODUCT"$UB-CATEGORY:. ' Storm.Panels P'RC?DUCT NAME Q03t),thick:GalvanizedBertha"Steel"Storm" "Panel (2:25"DeeP,)' MANUFACTURER. Eastern Meta(Supply, lnc: . 426.8 Westroads Oriye" West"Pal'" B;each,_Plodda83407, '1. PURPOSE=OF..EVALUATION: This is a Product Evaluation Report issued by Walter A;"Ttlit,Jr.;,P.E (System. ID::9906)#o the Eastern Neta!SuPP1Y, Inc, Rote Chapter No:61G20-3,Method 1 D of the Florida Depat trent*f u, sines and Professional Regulation. This:"product �s,bemg issued an Eyaluation Report as." described"herein, and,has been=Venfled fog compliances n accordance wifh`the"2017`)sixth, edition df the Florida Building Code, and tci"verify that"th'e"product is fb fhe:,purpQse intended at (eeet�e�u valent°tts That requite, by�the"0ode. This:Product Evaluation Report shall be subject`tn,reye�ni -an d-"re pon incase of a Bulding code:"change that=may affect its limitations and"cr�ndltions. 2'. EVIDENCE-SUBMITTED:: 2A PRODUCT EVALUATION DOCUMENT M.E.D. Drawing No. 1?-1399(Revlsea Drawing 1°5=+D48),`tided '"0.030 thick GALVANIZED BERTHA STEEL STORM PANEL 2.25"DEEP " .sheets 1, { ) , 1A thru:9 of 9'prepared' byTil#eco, Inc;signed,and sealed"by V1lalterA Till! `;meted 07i26Z17:"This drawing`i`s'.an"integral"part"of this Evaluation. ° " o gni 4s � Y to 055 N W..36t1i Street, $R6303,Miami;.Florida 33166--Phone: ("305)"871-1"530.-Fax:(305)1871-1531 11-R06UCT-=EVALUATION REPORT NO' 17-0726.04 2' 2:2. TEST REPORTS: Large missile,impact and fatigue. load tests were performed undet,TAS,-`201:,and: 203 standard as per section 1626 ofthel Florida BuildingCode,Uniform static loads as per Section 1626; per Protocol TAS 201 Test reports,prepared by American. Testing Lab:of South Florida,. Report. No., .0`425;0dated August :22, 2000; signed by William R. Mehhor, P..E. and, Henry .Hattem RE. and Report No. 0616101-05, dated.-September45, 2005,signed and.sesiled by William R. Mehner, . PE. : Tensile test report No.6IW926 by.QC Metallurgical, Inc.,. dated :September 20 2005, signed and sealed by FrankGrate, P E.. 2.3. STRUCTURAL ENGINEERING CALCULATIONS. On 0.030" thick Galvanized Bertha Steel Storm;Panel (I._Deep)for,maximum anchor spacing.vs. design wind load and panel length based on rational and comparative analysis,and in accordance with section 1616 of the Florida Building Code. Calculations prepared,by Tilteco' Inc,,:dated 001 7/05 and 03124/.15,signed and`sealed by Walter-A. Tillit Jr., PE, F 3. MISSILE,IMPACT RESISTANCE: Large'missile impact under section 1626 ofthe Florida Building Code, as per TAS 201'Protocol, 4. WIND LOADS RESISTANCE: 0 030"thick Galvanized Bertha Steel Storm Panel (2:25° Deep) has been verified to sustain wind pressures., "Maximumpanel length shall be as indicated:on sheet 4 of 9 of Product`Eyalua'tion Document (P'E-Q.}, drawing No. 17-099., Maximum Anchor Spacingshall'be.as indicated on'sheets 5.thru.9-of:9,;of.Product Evaluation Document(P.E.D:); tlrawingAd 17-099. 5. INSTALLATION: Installation shall.'be performed:strictly-in;accordance with the details indicated on she 2, 3, 4 and-$, 9-of:9, of Product Evaluation .Document (PE.D ),,drawing No 17-099 Minimum separation to glass`shall be as indicated on sheet 4 of 9,of Product°Evaluation Document:(P.ED.);;drawing No. 17=099. 6..NIATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly,in,"accordance with General Notes-and Components indicated on. sheets 1,;IA of 9 of Product.Evaluation Document (P.E D.);-_drawing N' 17-099 Anchor specifications shall be as indicated on.shep� r#/!b 9,-of Product Evaluation Document:(P.E.D ji drawing No. 17�gs>�9 ,:� t PRODUCT EVALUATION REPORT NO. 17-61.26A 3 7. LIMITATION'S AND COWDITIO {S t)F.USE: 7:1. Shall be strictly in complianib e=with.General Notes Na. 1, 7, ; 9, 10, 11 and 12 indicated on,sheet 1 of 9, of Product:Evaluation Document(RE.D.),'drIwIng NO 17-099 prepered;by Tiiteco; Inc. and signed and sealed-by 1Naiter"A:Tillie, Jr., 72 Product may be installed within" HIGH VELOCITY.HURRICANE 7_QNES. as defined.on.section 1620.2.,oflhe Florida I3u�lding Code. 7A. P y`be installed into poured concrete,:concrete block, anis mood frame structures: Product Evaluation Report prepared by Walter A..Tillit, Jr., P.E. (Floridaliceose No.,44167), Presidentof Tilteco, Inc."(Florida EB-000719). R s 44 1.STORM PANEL SHOWN ON THIS PRGDUCT EVALUATION DOCUMENT(P,EA.)LITS BEEN VERIFIED FOR COMPLIANCE IN NOIESI ACCORDANCE WITH"THE 2077 (6th ECIT€Dta).OF THE FLORIDA BUILDINGCODE, 8.1).MINIMUM EMBEOMENT OF TAPCON ANCHORS, ELCO"PANELMATE, ELCO male 'PANEUt.AtE PLUS", RED HEAD OYNABOLT AND CRETE-FLEX SSI. INTO THE CONCRETE BLOCK UI, SHALL:BE 1 1/4, DESIGN'WIND LOADS SNAILL BE.DETERMINED.AS PER SECTION 1620 Of THE ABOVE MENTIONED CODE, FOR.A WIND SPEED AS�REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND B.2)7/8'CALK-IN ANLCHORS%%14 BE EC�RELY EMBEDDED INTO TILE CONCRETE BLOCIG UNIT. MR.it NRtCMNALETY FACTOR,3 d=OX5. US NO.ASCE"7-1Q FOR INSTALLATIONS UNDER 2017 M AND SHALL vNiT. NO EMBEDMENT INTO STUCCO SHALL BE,PERMITTED, 114'0-20 SCREWS USED SWU.2E 1 .1/2't;,'J2" NG N&T EXCEED THE:MAXIMUM:(A:M,)DESIGN PRESSU,RC RATINGS:INDICATED ON SH%ETS 4.THRO-9. M.NLMUM SHOULD STUCCO'EY.IM AND I'"MINIMUM F69 WALLS WITH NO STUCCO, TS ORDER xO'7ERSFY THE A$OYE CONDITION; ULTIMATE OESTi.`N 1yiN0 LOADS OETERM€I,EO PER ASCE 7-30 8,3)MINIMUM£MAEEOMENT OF 1/4'0 x 3/4'ALL PO?NTS-:9=-SET-ANCHORS"SMALL BE'7/e INTO THE CONCRETE SHALL.CIE FIRST REDUCED TO A,S.D, DESIGN WIND LOADS BY MULTIPV4NG THEM By 0.6 IN ORDER TO BLOCK. NO EMS£DMEWT INTO STUCCO SMALL BE.'PCPVW TEDD 1/4'L-20 SS,MACHINE SCREW USED SHALL BE TO COMPARE:THESE W/NW, (AS:O) OES;ON PRESSURE RATINGS IP40IMEDON:SHEETS 4 THRU'9. -.1 1/2'LONG MINIMUM SHOULD STUCCO EXLSL'AND 1"41INIMUM FOR WALLS WITH NO STUCCO, IN.ORDER TO VERITY THAT COMPONENTS AHD ANCHORS'ON THIS PPD.AS'TESTED WERE NOT-OVER$TRESSED,A 33'X 6.4)IN WE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EAS1040 WALL,ANCHORS MCREASE IN ALLOWABILE'STRESS FOR WIND LOADS is'AS USED,IN THEIR ANALYSIS..A DURATION FACTOR CD-I.60 WAS SHALI. Be LONG„ENOUGH To REACH 7HE.MAIN STRUCTURE BEHIND SUCH PANELS. AhGJORAGE,SMALL BE AS., ,USED FOR VERITICAVON OF FASTENERS N"WOOD. INDICATED ON'NOTE$:€N SA)#B,2)A80VZ .. t(`), ANCHORS 5HAwt 8E ENSTALLEt]€Oi9.OWLNT A'r'«t OF THE RECOMMENOAT€ONS AND SPECIFICATIONS OF THE ANCH{3iF5 STORM AAN£C5 ADEQUACY FOD-IMPACT AND FATIGUE RESISTANCE HAS BEEN 2580 EO IN ACCORDANCE WRT1 SECTIOFI'S6'26 OF tH£..ABOVE MENTIONED CGDE ASPER AMERICAN TEST LA8 REPORTS�Ok25;O1-00 AILD�067'4.01-05,PER MANUFAfAURER, PROTOCOLS TAS-201,TAS-202 AM TAS-2Q3. .. 2,ALL STEEL SHEET METAL;PANELS SHALL.HAW STR.rCTORAL QUAI.rr#ASTM A653:SO..GRADE 40,WITH G-90 GALVANIZED SHOWN ... 7. PANELS MAT ALSO 6E INSTALLED'HORTIONTALL FOLl:OWLNG INSTALtAEIO1U:,QETA1l.a S14C1YN ON SECTIONS T THRU B(SII£LT STEEL Qi•StGntgilON&Fri-`S2.$k.€:.{AF€'ER..ROLLED) 2 fU 3 OF 8)EXCEPT THAT HEADERS 2.3&4 SHALL NOT I-USED. 3,ALL ALUMINUM'EXTRUSIONS.SMALL BE ALUMq4UML 65SOCIARCH 6063-75'ALLOY&TEIAIPETI UNLESS OTHawr.E.NOTED. 8,.IT$Kkt.L.BE THE RESPONSIBILITY..OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 5TRUTTUP.E WHERE SHUTTER IS 4. SCREWS TO.6E STAINLESS STEEL 304'OR 316 AISt SERIES OR CORROSION RESISTAKT COATED CARBON STEL AS PER %V 8E ATTACHED TO INSURE PROPER ANCHOt{AGE.TIM SKITTER`SMALL.ONUY+BE ATTACtizED TO CQNG,E;kTE, 310CY,OR . 00D FRAM£8ULLOLRGS. DIN SOOT$1111.56 ksf YiEtO STRENGTht.ANO 90 kW TENSILE.STRENGTH&-SMALL COMPLY W/FILORItTA BUILDING CPRE ' SEi TI0N.24I1=3,3n4. THEIRS iALLATIONTt£CONTRBUILOIACTOR IS PTRO£VE'E/l �R R tTCR COMPONENT EDGES i�RF.TMiIa IN C'ONTMiDUS 9,THE S.BOLTS TO BE STM A-307 GALVAI.IZ.ED STEM,OR AiV 304 SERIES STAINLESS STEEL.,WITH 36 kse MINIMUM YIELD TPAC€s ALL AROUND FULL Lk"NGTH7 STRENGTH. 6. ANCHORS TO,11It+f.L SHAit-8E.A5 fDf.L.GWS::(UNLESS OTHERWISE-;NOTED). 10.STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAW€140 PLUS.ANY BUILDING AND Zomm ... (A)H EXISTING LL S14AL CONCRETE LOW S;(UN REGULATIONS PR DED BY THE"JURISDICTION WHERE PERM IT IS APPLIED TO 314'2 TF;PCONS&1,dtiX#-SET Tfd'CDNS AS MANUFACTURED BY 1.T.W,/6Vi.tOEX. 41. (a)TMS'PRODUCT EVALUATION"DOCUMENT"(P.ED.) PREPARED By,THIS ENGINEER'€S CE14ERLC AND DOES NOT PROrOVE - 314 A cItETE-FLEX SSA ANCHOR$A5 MAFJLIFACTi1RE0 811 E4CO CONSTRi1CT10N PRGDtiTTs. €IFORMATIOY'9.FOR A.SIT'E.SPECIFIC PROJELT,I,,),WIHERE THE SIT£CONDITIONS DEVIATE FROM THE P:E.D. k/4`0 x 7/8'CAt1t-114 ANCIiDRS,•214'9"ELCO mak&fcr5 k'PAN£U6;r V-OR lle"0 ELCO mate , "PAIIELMAT'£.PLUS'AS i,JAtdUFACTUREG BY POW..R FASTENERS INC,AND ELCO CONSTRUCTION PRODUCTS,, (h)CONTRACTOR T6 BE 63ESPORSIDLE FOR THE SELECTION.PURCHASE AND INSTALLATION WCUUONNO LIFE SAFETY OF`MM- RESPECTIVELY PRODUUCT DSON THIS P40, PROVIDED HE/sHE DOES NOT DEVIATE FROM THE COI,+�ES DETAILED:ON THIS BASED s 114`E x 3 4'ALL POINTS rDl1D-SET ANT40RS AS.:DISPUBUTED Sr AU,POINTS SCREW.BOLT » SAFETY AT SITE IS THE fiONTR4i MOR'S RESPONSIBILITY. !i SPEC�ir COMPANY' THIS Pft40G3Ci EVAL:1)AT10N DOCUMENT WILL BE"CONSIDERED,INVALID IF MOOSFIEO. NOTES: 4.1) MINIMUM£MBECikNT INTO POURED CONCRETE OTT TAPCON ANCHOR OR CRETE-FLEX SS4 ANCHORS'€S'11 3/4'. (4)SITE SFEC€FIC PROJETT$wLL.EE PREPARED BY'A PLORLDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL. FOR ELCO PANELMATES IS 2',FOR ELCO:mPi. 'PANELMATE PLUS`IS 2'. BECOME THE ENGINEER OP"RECORD(F-OR.)FOR.THE PRCJ£CT'•AND WIiO Y( I..'Of RESPONSIBLC FOW THE'PROPER USE OF THE PX-D.ENGINEER OF RECORD,ACTINB,a05ADELEGATED ENGINEER TO THE P.E.D.ENGINEER,:WALL A.2)7/8'CALK-IN ANCHORS SMALL BE EHTTRMY.EIASEOD£D'INTO THE POURED CONCRETE,NO EMBEDMENT MID SUBMIT TO TNIS LATTER'THE SITE SPECIFIC ORAWINOS,FOR ROREWi STi7CC0 S.t'IAL.L 8E PERWMT "Ile 0-20-SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STSTG,V(} Exts€,AI.iD 1 Mmmum FOR WALLS W94*40 SWOCO, {tI THIS P.E.D.SCALL BEAR THE:DAT£:AND ORIGINAL SEAL AND S'MTURE OF ME PROFtSSMAL ENGINEER Or RECORD. .. - T A PREPARED IT. A3)MINVOM.EIdBEDMENT'OF 1/470 x 314'ALL MOTS IOLID SET ANCHORS SKV-1- BE 7/B'INTO THE POURED . .. CONCRETE,,,NO.EMBEDMENT 1N00 STUCCO SHALL,BE PERMITTED I J4'4-40 s:S MACHINE SCREW DOW SMALL 12. SHUTTER MANUFAMURER'S LABEL SHAU.6E LOCATED ON A.READILY.VISIBLE LOCAT ON AT STORM.PANEL'IN ACCOF DANCE BE 1 1/2 LONG MINIMUM'SHOULD'STUCCO.EXIST,ANY 11 MINIMUM FOR WALLS WITH NO-,R-WO. WITTj$ TION 1709,.,1209.9 D31 BULDING CODE, ONE LABEL SHAD.BE PLACED FOR EVERY'OPENING.LABELING TO COMr i5I'IT?.SECTION i 709.9:3 OF PL '2 OF THE FLORIDA BUILDING CODE. A:4)9N:CASE_'THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR FAVERS BE'FOUND ON THE EXISTING WALL:OR FLOOR,ANCHOR9'SNAL.L BE LONG ENOUGH T3 REACH THE.MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SKILL:..BE AS;INDICATED ON NOTES A.')&A2)ABOVE, 19),TO EXIST3NG CONCRETE.BLOCK WALL(ASTM C-90): 1/47 0 TAPCONS Al MM-SET TAPCONS AS MANUFACRAEO BY LT,M/BUILDEX, IMS DRAWING SMALL MY IRE USED TO - 1/4',0 Cam x-F�� .h GCHOR AS t/�p RED BY ELCO CDN�U ON P MELMATVQ T'S. 1`N`MI" °V A; �"J,. . OBrAW e.ERhfff$1N'7HE STATE of FLCSt DA 0 ELCO m.."PANEUIIATE:FLUS"AS'MANUFACTURED 811 POWER FASTENERS.INC, 149 ��" ,.>•�_ ��� . AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, YaTi 1L?,r }r^� far' - 3/B`0 RED HEAD OYNABPLT SL.4EVE.ANCHORS AS MANUFACTURED.BY Lt W;:BJILOEX, - 1/a 0;x 3/4-ALL POINTS.SOLID-SET ANCHORS A5'DISTRIBUTED 611 ALL.PONTS SCREW,"SOL'f : IfiTp$� T J "" ftDRll}A 9u/LplxC, EOpE (Htg1i VelAcrt Nor7"loa,7e Znne). &SPECIALTY COMPANY; ° ..... 4� '`� .. a won,mmm 0 030 THICK 04LVIWIZED BERTHA STEEL Lt. :STORM PANS'L (2.23"LEEP) !`t1 a7/AM T t` NL E�..i',�spa. EASTERN 4.anw�sTA!SUPPLY, INC c� �! �i P L ,%S ,t TL1r rfSnNC!CNCNEfl71NC COMPAW WI$1;PAW IIMS,H IMO? �• sus r.,g 33tt,,x-xis g m g.soca iottoxt 041)333-sW$t.FAIT.i�STA SS-Ow 17^099 i. YEx1'Y?dTY..1m,rum.pmTm-w, +,. � $$»tANeG'7TA nxP- aaamtur mw amcYs+. 'am l+r1AY�:x AV �. NikAFN,+A 7nL1rJr.F£. 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( 'U' HEAdE12 IL0 dL1T SfwrE:3/b`.+,• sear:A%B'=i; Y L.S. ssa• aar ,768• 746 �"' 7,- -'-- x/r.R aw'.ses. t' .rsr? a s aro rrxrm ro UAN:LS'.7.93'Hort � 3 A $ A4"1t C SrWMS !t"'y��; �! Z q'"f ) ij 2S LR1M1Y w}iCwa Y CvS u. ��y rr��.-��, 1830 1 �a1. .2pDtl' � +. _'f=f TBBG 0 SO%= "F"ANGLE Tt7AGK � # a 1 ! rnnx ?c' �y 1NtCk AWLEL.... 66r6egt. 122 x ¢• ax� x .125'AdGLi- r-aor sN{if R.3?T me r oworo ---/W��a �—. _..� , 1� (,�.�y• Nam WASHER ' s«er;.u,•:,r^ 1-.aso•on:x�. �d !m racy Fro � i�� :•,• �� ••'-� :w3 �'� may, FLORIDA 9UILDINO CODE (High Velocily Nurricono Znire) '"TAX 1 57416 W1 CAST PA,C QLZI?11G 1 aPItS7�f.^k � ����1 . ": 9 O77 7emm 6}„ 0.040-THICK'GALtTAN72EG BCr?TtfR STEEL to raxti t'u7m IfYri.ran 1a .tfEt' Tom' r. < STORM PANEL f2,25"DEEP 6RAss sr. �_ ' rr■ /��r}� EASTERN METAL SUPPLY, We "DAMP COMPONENTS s `� 1k ,7687 7WM5�£ "' t4 TAUT M677N6 A-ENWACERWO COMPANY B'r,T'f pIiJJ'eEn:iL R J3/07 Z��<< rme�axa. a..'mt+emxia crazxx,a SY7Ct 1T-099 ' {� 'i?� {xs' re-rv).m..r3C:JS)7-7v7 o+so.,r-_{scs��ss-sosr>inre:.(ser}see-ss>5r L"• •' -CS-CODS)ra ae m wrz w Brad wrpftM7.'•v^lb t„# MNU[R A 7RifT'1r.P.0 } cu e.•-,.s wR+n7 ) sx f3,ff51IA LJc.;!4167 R, SiYl.T IA Or 9 ` 9 Csw;L. ...Rt7C ANCHRRS S.'CFF^.F.'EYC ANC1ceJRS cGWCAgf=`l4A.nG tStE SGNfALYt (StC SCNLr.:tl.fJ (St£.Sg'vdA'JteJ ". 1 ,, is � . .. .' .. S cunt I ttaxxt7E: Manz, C �E"If +tFGL 'A t ICn7:rCt7 ,£ 7M7 :. I Rte' sRxtAutE) ? str:tAGLt• 1 j +ssf,�Aur7 saR m1M1AlJdf- sAa-Eta,Ol FOR ar u! 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CEILING' & FLODR MQi�1JjlNG INSTALLA ; 3 z z SECTIONS SGLF.::f/d• r _ ,NOTE FOn—c-8-n-OF SECi10NSr FlOCR/IYA11/C""-w'vf 'vc 5£CnONS Ca.1J a£ . J ALL MOUNTING INSTALLATIONS coAfelNFD rN.1 WAY TO SNIT A}j79VQFM3+3,9N. ALTERNATIVE 9, SECTIONS INSTALLATION DETAI t ktkOOD. BUND/ GS FLORIDA BUILDING CDDE (nigh vw cify'NUrrrcane Zane) i JVs. Aa17 TlYECA D.0,30"7M1CY, G4Ll�ANiZ£D BFi?THAt SiE£L la NDTES. s ..2 44.167 �' STORM PANEL 2,25 DEEP DRAWEr`-'. ___ _ r..INs:.MAX.oxs AR£DNLYuALm FOR MAx;A-1 D..DESIGN c�Fssvla iLATi � EASTERN METAL SIiPPI.Y, TNG DAY AND MAX. PANEL LENGTHS AS PER SCH£DUL£ON.SHE£(d OF 0, EXCEPT e•"�S t �� •' '+ '�, + N a7/1dJf7 JH4r f0'R ALTERNATArS?.AM)S is 1ADz PANEL'LV40M CF 8'-O'AND A (4j 1258�pggi p4W5 pRNC Max. OFSlDN LOAD OF 3":61.0 PSE'SHAL:.DF USED. 0' ruur rrsmG*xNatiIEERRIC'.compARY veli PALM OmK FL,J407 2, FOR NEV WOOD FRAME CONSTRUCnONJ:WOOD MEMBERS'.TO BE SOUTHERN' }a 1.•.Ks.mu, s.:>m rlrusf xv"-,n afHe J§t0.*5G(561 573-e;,Bi.FA14(est 5w 4780 17-099 PINE'Atz Z W/SPECIFIC DFIISJJT OF 0.55'OR'EQUAL. to FA.,. Lxf'.0- .719 Lxspn-rnf+ :ter 1 a Yy+y ?+f R A.md7f9 y.;o, QMwftS Ab t �L1a W.4.JER'uB 1 4416P.E. at r.-oe" w t f fLORl]5 liA./44167' '.StdfOT'9 or 0 Silver Line SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08902 (I MPA C T RA TED)(H VHZ) PH:800 z 2344228 9 8 Zr� VNl O C) Z L� ' GENERAL NOTES: _l7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS N m }m=T MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE .H= o FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > Q BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS ~ • TAS 203-94 REMARKS BY DATE • ASTM E330-02 3 - VERTICAL SECTIONS • ASTM E1886-05 • ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/1.5.2/A440-0B 5 _ HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& 2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF N MID SNaLL NOTBERIPRDDuaDIN WxOIEORPA WITHSTANDING AND TRANSFERRING APPLIED PRODUCT uiDRMW T WoaDrN� LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE K4ERIDNOSTO—DOCUMENTARE NOTPER—EDAND ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INv mare R INSTALLATION. an NINSTALLATION. igltallyslgnIpJFleFfitajl florero,P.E. 43/64"O.A.I.G.LAMINATED GLASS Reason:1 i fat ent E 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: at;` 8 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER " .•��-� `S•• i RESPONSIBILITY OFTHEENGINEER ORATION.ARCHITECT OF 0.090 ANNEALED GLASS N ..T Z RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY $ 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY •IS $ A OF tC GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS ` A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM ^8 ED ENGINEER E REQUIREMENTS DETAILED HEREIN, A LICENSED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIORY0R4sld.Et NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I auimJa o'ROG4 01�c APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR >? AHI. I due oEJllA"U��n s�Do4�S" .o \ FBPE MT.OF A ORMMON Nn 28978 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER / FL N: ON THIS PRODUCT IN AREAS REQUIRING IMPACT MIN.GLASS RESISTANCE. 1/8"OR 3/32" BITE 7/16" F L14911 SETTING BLOCK - 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 8 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY: COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL HR HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE: 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.U: SW D050 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET: CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. �I u OF 5 Silver Line s byAnWa-n a e ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ D89D2 PH:800 2344228 Um MAX.O.A FRAMEa ^ E WIDTH 52" z 8 MAX.D.L.O. '�^=-1 5 O m 7. WIDTH 47.69" 3 = o $ 3"MAX. 6"MAX. 6.25"MAX. o z A B FROM O.C. FROM I o 3 Z= $ § 3 3 CORNERSCORNERS w z W� 3 o �M W Z NOTE: > , mo ALLFASTENERS ABOVE THE MEETING RAIL IN I;I < a a THE INTERIOR JAMB 6"MAXTRACK MUST BE FLAT HEAD rrprr �- a MAX.D.L.O. "O° O.C. HEIGHT 33.50" C REMARKS BY DATE 4 12.50"MAX. MAX.O.A FRAME O.C. HEIGHT 73" D MNI APR BI IG IN RNO SHRU.N OT BE REPRODUCED I N YMOLE OR PMT _O-WNREN CONSENT OF BUILDING OROPS.INC Q ALTERRnONS,RDOInONS,MIGHUGHDNG,OR OTHER MAX.D.L.O. „X, riX, nXrl MARKINGS TO TNG DOCUMENT MENOT PERMOTED 11HEIGHT 33.50" 3"MAX. 6.25"MAX. M/RUD4 ou9cERTiRunoN. FROM FROM !1111/ltl FJ't1j� LCORNERS CORNERS ````��1; (t ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT o ion.. SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW 'HYI.YOREksl�E. FLORIDA P.c m TOTTB BUILDING DROPS.INC 388 E DM IA BEACH BLVD./]]8 DMM BEACH l S1Wi RPE MT.Of'AUTHORRADON Na 29578 FL a: s FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.M SWD050 SHEET: OF 5 Silver Line - byAn en ONE SILVERUNE DRIVE C=COC= NORTH BRUNSWICK,N108902 PH:800 2344228 Z N t'8mm 5 Q'�$'m w w 0 W O a ^S a SEE GLAZING SEE GLAZING 0 o '^ mo m m a DETAIL,SHEET 1 DETAIL,SHEET 1 c3 s so 91 N m O O w j > >m QQ ti m m > w s a � a s � a REMARKS BY DATE LL EXTERIOR INTERIOR 2 EXTERIOR INTERIOR XMDSHpILNOTBEREPRODUCEDINWNOI£ORPART Q X WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC ALTEMTONS,ADDITIONS,HIGHUGNIING,OROTHER MARKINGS TO THIS DONMENT ARE NOT PERMITTED AND GATE ouR CERnNunoN. e 0 0 N 7 7 8 SEE GLAZING SEE GLAZING ^ A OF DETAIL,SHEET 1 DETAIL,SHEET 1 ry �� FBWDA P.E.'O 7NC DANA 0 DROPS,WC 3B8 E DANA BEACH f$W./lY OANIA BacHAUTHO Q JON N CETTT.OF AU7HCRRAiION No 29378 o FLS: FL14911 DATE: 01.23,18 DWG. cHKHFN 3 VERTICAL SECTION 3 VERTICAL SECTION SCALE: NTS DwG.a: SWD050 3 NAIL FIN THRU FRAME SHEET: e `V�J� OF5 Silver Line - .-x srAndcis"en c ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(8001 2363228 � U SECTION FOR INTERIOR SECTION FOR F' g BLOCK&TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE vZZ N 0 a m e BALANCERS o\ DETAIL DETAILSHEET1 BALANCERS w oa \\° at Z .. N3 O ooE Z DO 3 Z 2 =m w� O_ �m EXTERIOR � � .. a r D.L.O. F a REMARKS BY DATE MAX.FRAME WIDTH HORIZONTAL SECTION 4 UPPERSASH Oi BE REPRODUOED IN WHOLE OR PART WITNOIR WRITTEN CONSENT OF RUILOING DROPS,INC ALTERATIONS,ADCMONS,HIGHUGNDNG,OROTHER SEE GLAZING SEE GLAZING MARKINOSTOTHIS DOCIIMENTARENOTPERMITTEDAND (bETAILSHEETI INTERIOR DETAIL SHEET INNAL RNFlunox ```ttgttJIJCJJJ�,' e L ` � • N -77 —�� �— 6 • S R 'OF 'JY EXTERIOR r D.L.O. HET 'da1 YORtA�.d.E FLORIDA P.E NO 73M WIl.DNG DROPS,INC 3 398 E OAHU BEACHBLVD./338 `E 04 MAX.FRAME WIDTH FBIP:CERT.OF,AANIAAURTNORW7 N.29878 FL#: p HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.a: SWD050 SHEET: e „ OF 5 1/4"MAX. MIN. SUBSTRATE MIN.EMBEDMENT SHIM SPACE SUBSTRATE SUBSTRATE Silver Line EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS BY OTHERS MAndiiisMn SCREW IN THE INTERIOR a o o CHANNEL MIN. M' MIN. EDGE DISTANCE , EMBEDMENT l7 V ONE SILVERLINE DRIVE SCREW IN THE EXTERIOR oz NORTH BRUNSWICK,NJ 08902 CHANNEL a MoD Z H PH:800 2303228 PERIMETER SEALANT 1/4"MAX o BY OTHERS SHIM SPACE PERIMETER SEALANT o z AE BY OTHERS 1/4MAX. z,^^y GobQEXTERIOR MIN. P� �� SHIM SPACE N V J o ;e$ EXTERIOR INTERIOR EXTERIOR INTERIOR z 3 g Z o Er i m S o EMBEDMENT A VERTICAL SECTION Nip CZw �mmga HORIZONTAL SECTION C HORIZONTAL SECTION z > z �3 RasQ so<6�m 6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) F.Z ra O 3 �= z�p mm SUBSTRAT 1MSPACE REINFORCEMENT DETAILS w> _ ¢ �a I a BY OTHERS F a INTERIORL�.83 087 Z 0.13" REMARKS BY DATE 0.77" Prl -- I „I 0.46" INTERIOR LLL INTER m EXTERIOR -LI� 0.06" 0.87" W 0.45" 1 LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH xroFrm EXTERIOR ALUMINUM ALUMINUM ALUMINUM ANG SHALL NGT BE REPROOIIRD iN ALUMINUM WTMGU VM FN CONSENT OF 2--l— (D RING DROPS,INC urFA.Rnoxs,ADGmoxx R"GNUGxnxG,GR OMER MIN.EDGE MARKMGS TGTNISOONMENTAIIE NWPEAMIRFGAND DISTANCE NFPAN n HORIZONTAL SECTION VERTICAL SECTION `"JJ►11j" ANCHOR SCHEDULE V,hy 'f' e 6 NAIL FIN(IAMB) 6 METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE :�``. ' MEETING STILE 4/ MS WOOD SCREW , •E•• WOOD:MIN.S0=0.55 1.5• 0.75' 1 •�` S••• INSTALLATION NOTES: PAN HEAD 0 i NAILING FIN •� N 7 7 METAL:IS GAUGE Steel, #8 TEK SCREW 3THREADSMIN ( 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. PENETRATION BEYOND Oso• MIN.Fy=33KSI cc $ 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE #10 PAN HEAD IN METAL , S A OF MAXIMUM SIZE LISTED. EXTERIOR CHANNEL 1.5' 0.75 /�.0� Q (OP�� 3. DETAILS INDIVIDUALINSTALLATION CONSIDERATION RATIONHORS OF TOLERANN A CES).ES).TOR RAN ES ARE NOT CUMULATIANCE OF±1/2 INCH THE VE PROM ONE INSTALLATIOLOCATION&SPACING NN THE ANCHOR ANCHOR TOT E NEXT.UT WOOD:MIN.Sc=D.55 #I10 FLAT TH AD IN CHANNEL is 075• HF>dL�dil 11ORL7E��d.E FLORIDA P.E.No 7377e 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM 3THREADS MIN BUILDMO DROPS,NC #10 PAN HEAD IN 398 E DANIA BEAd BLVD.3W 338 WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. PENETRATION BEYOND 0.50• DANA BURP,FI J30of .E EXTERIOR CHANNEL METAL:III GAUGE Steel, METAL FBPE CERT.OF A ORMAMON Na 28578 S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE MIN.Fy=33KSI # 3TMREADS MIN FLAT H EAD IN THE FL#: IN DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE IN CHANNEL PENETRATION BEYOND 0.50• INFORMATION. METAL F L 14911 THROUGH FRAME 3/16•ITW TAPCON 6. MIN[MUM EMBEDMENT AN D EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLAT HEAD IN INTERIOR 125• 1.75• DATE: 01,23,18 SIDING. CONCRETE:TI=3DOOPSI CHANNEL 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT HEXHEAD NTAPCON DWG EXTEMOR 1.25• 175. 'BY: CHKH FN COATING. CHANNEL fl f� 3/I6•ITW TAPCON SCALE: NTS p 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD IN INTERIOR 1.25• 1.75 CHANNEL DWG.#: SW D050 3 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU per ASTM C90 MIN.2000 PSI RSHEET: 3/16• W g EXTERIOR 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS HEX HEAD IN EXTERIOR 1.25' 1.75• SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 L' 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 I 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) (Impact) (HVHZ) for Florida Product Approval FL# FL1411 Report No. 5486 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,SWD050 Prepared for: Silver Line Building Products Corp. One Silverline Dr. %111141111 North Brunswick, NJ 08902 E. Prepared by: ;°�,� S •• jP o. Hermes F. Norero, P.E. N 7 7 _ * Florida Professional Engineer#73778 17 S q OF Date:01/23/2018 411 OT O IOP'•° �✓ Contents: ��►� FS G� `�� Evaluation Report Pages 1—3 Digitally signed by Hermes F.Norero,P.E. Hermes'NN00Ad, P.E. Reason:I am approving this document Florida No. 73778 Date:2018.04.19 00:55:47-04'00' 1 �s. BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5486 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 SWD050,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 not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 • ^^AA� BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018Report No: 5486 Certificate of Authorization:29578 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 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 Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18 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. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) Saflex(Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Installation: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 Property Card''—} Page 1 of 1 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Building Information ❑(lof2)❑ Finished/Under Air Area:772 SF Gross Total Area:928 SF Exterior Data Building Type: HD Grade: D Year Built: 1949 Effective Year: 1970 No.Units: 1 Story Height: 1 Story Roof Cover: Fibrglss Shg Roof Structure: Gable Primary Wall: Wood/Sheath Secondary Wall: View: Frame: Interior Data Bedrooms: 2 Full Baths: 1 Primary Int Wall: Plaster Masonry Half Baths: 0 Primary Floors: Double Pine Avg Hgt/Floor: 0 Heat Type: Heat Fuel: Heated%: 0% A/C%: 0% Electric: AVERAGE Interior Sprinkler%: 0% Aw t 6 Sketch Area Legend Sub Area Description Area Fin.Area Perimeter BAS BASE AREA 772 772 116 SPAA Screen Porch Attached Average 156 0 72 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2018 Saint Lucie County Property Appraiser.All rights reserved. http://www.pasle.org/RECard/ 5/21/2018 NEI W Property Car � Page 1 of 1 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address: 1807 N 45th ST Parcel ID:2406-502-0265-000-8 Sec/Town/Range:06/35S/40E Account#: 19607 Map ID:24/06N Use Type:0100 Zoning:RS-4 Jurisdiction:Saint Lucie County 77 Ownership David Anderson 1807 N 45th ST ° Fort Pierce,FL 34947 Legal Description !� # HARMONY HEIGHTS BLK Q LOTS 6 AND 7(0.26 AC-11,326 SF)(OR 428-455:3706-1754:4035-626:4062-996) Current Values Just/Market Value: $23,800 = ` Assessed Value: $18,150 Exemptions: $0 Taxable Value: $18,150 Total Areas Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel:Download PDF© Finished/Under Air(SF): 772 Gross Area(SF): 1,236 Land Size(acres): 0.26 Land Size(SF): 11,326 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2018 Saint Lucie County Property Appraiser.All rights reserved. http://www.paslc.org/RECard/ 5/21/2018