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594 Plaza RES20-0064 10 Windows . RESIDENTIAL PERMIT PERMIT NUMBER RES20-0064 �« CITY OF ATLANTIC BEACH ISSUED: 3/9/2020 800 SEMINOLE ROAD 9' ATLANTIC BEACH. FL 32233 EXPIRES: 9/5/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 594 PLAZA RESIDENTIAL 10 WINDOWS $10366.00 WINDOWS/DOORS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170703 0212 SEASPRAY COMPANY: ADDRESS: CITY: STATE: ZIP: GRANDE OPENINGS INC 3431 Trout River BLVD JACKSONVILLE FL 32208 OWNER: ADDRESS: CITY: STATE: ZIP: PEDERSEN LU MARGARET 594 PLAZA ATLANTIC BEACH FL 32233-4123 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL:$161.86 Issued Date:3/9/2020 1 of 2 ,,,:51-V/ SRESIDENTIAL PERMIT PERMIT NUMBER J ^ J -,; "`°_' J' CITY OF ATLANTIC BEACH RES20-0064 )r -T24-..?/ \ �' 800 SEMINOLE ROAD ISSUED: 3/9/2020 I _ 4—..? EXPIRES: 9/5/2020 ATLANTIC BEACH. FL 32233 Issued Date: 3/9/2020 2 of 2 0,a1v,;,. City of Atlantic Beach APPLICATION NUMBER ,s - , Building Department (To be assigned by the Building Department.) 800 Seminole Road R C `moo- / or 0 Atlantic Beach, Florida 32233-5445 C��L�IJ lJlJlr�� Phone(904)247-5826 • Fax(904)247-5845 orils) E-mail: building-dept@coab.us Date routed: 3 //3/ z Ci City web-site: http://www.coab.us I APPLICATION REVIEW AND TRACKING FORM Property Address: J( 11 4 PLR Z A De ent review required Yes o uildin_ Applicant: . / 1 •c.. Planning &Zoning Tree Administrator Project: I O W I IvDC-)L.0, Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VApproved. Denied. Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: ririod Date: V9/2 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 a" ., Building Permit Application OFFICE COPY t i! City of Atlantic Beach Building Department **ALL INFORMATION 7' ifill- 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY .'B IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us /�,/ Job Address: •S-Vii /��4 ZA , 'MAA/T-1( 8EA `-ell 32233 Permit Number: RES UL/ICJ1' Legal Description 35---67 t4 17-z,) - z9 E SE.,-As LAD-rip aiK Z RE# 1'7/)703 --cZ/2 Valuation of Work(Replacement Cost)$ /OZ 3 416. o> Heated/Cooled SF #41519 Non-Heated/Cooled 399 • Class of Work: ❑New DAddition DAlteration DRepair DMove (=Demo DPool '1%Window/Door • Use of existing/proposed structure(s): ❑Commercial gResidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes )4No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) igNo Describe in detail the type of work to be performed: /14)E,~4'AC 4 /0 111r1VL)Oi) W,,y 4-1 K= S i Z.e. 4^/ Ki nJ - Nds;"e )c i 7i i2A L ¢ Florida Product Approval# f7�� '4-77 2 p 3i i 4 7�J 1-1' i F), for multiple products use product approval form Property Owner Information try Name I--Li PEDE25E�•( Address /"f••4j z, City f,TJ. 4N]1C 13E!3C� State /=J- Zip j ZZ Phone 3420- 9/3-- 5 /3 E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company GRANGE ©f4,„A/(,5 , J/.}IC Qualifying Agent /lic/r3EL_ 1 . W41....SH Address 30/ Teo in- AVER_ HL_vA City JAC.KSONv'ft,G State 1 L. Zip 3 2 Z08 Office Phone 90 -96.5-- 7/33 3 Job Site Contact Number 'v it'-ei 5-5-_ '7 6 33 State Certification/Registration#C8C -6` j i S/ E-Mail Go 6 E4 N()o I E-411�)c-5 � A i I. . coil Architect Name&Phone# At Engineer's Name&Phone# N I IN Workers Compensation Insurer 'I.tM P OR Exempt V Expiration Date 7•- 2 2- 2.o 2.1 -v Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal la n has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws reguling construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIQ�S,1 ...J2 WELLS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirement bf t l 2 M permit,there may be additional restrictions applicable to this property that may be found in the public records of this count atd 0 a there may be additional permits required from other governmental entities such as water management districts,state agenisogr! z H federal agencies. . a U O OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be ne in compliance wit , cc 2 applicable laws regulating construction and zoning. MAR 0 2 2020r ; O G WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM tNCEMENT MAY ct 6 z RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEPY.1F You INTEND 2 -' , W .:TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE w t,,a>- 5 m RECOG YOUR MENCEMENT. Ij H w IA w R INOT CE OF COM � w (Signature of Owner or Agent) (Signature of Contractor)l IA 4-L.—tW D: Si ne- g d ancl sworn to(or affirmed)before me this day of i ed and worn to(or a ' ed)before me this a day of I 2c zo b C Z0Z0 b C All , )n/4 L _ f/N., '�P , -e/LS 2AV _ v or ••STR.YP,"4'''• TONI GINDLESPERGER V ( t of Not:ry) 41e.Y?"'%, TONI GINDLESPERG •• , !' MY COMMISSIO # = " K 1 ' .�. _,; '. ::,_ MY COMMISSION#GG 353178 + '%...,."- :,97::�� EXPIRES:Octo�•• 1 % •"a\,,,•.•;,7: EXPIRES:October 6,2023 "'fFg ,., °ib B �J 16L(dl��nderwriters Of ',_i_' leNcY.VaotarOnP-0evaitEsj i S-S (-3•z9 -C.) Type of Identification: �L Type of Identification: �� NOTICE OF PRODUCT CERTIFICATION iimmimmmomr .coG OFFICE COPY �, ��,, h� CERTIFICATION NO: NI008082.01-R9 4'' ,AFes°_ DATE: 06/03/2007 4 4114-Y I CERTIFICATION PROGRAM: Structural ' illgatCOMPANY: WiWinTech :•LuJ1j,,� CODE: 583-1 o REVISION DATE: 04/03/2019 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION ViWinTech Windows and Doors Series"SL 3100 i SH 5275" Tilt Impact 2400 Irvin Cobb Drive Rated Vinyl Single Hung Prime Window Paducah, KY 42003-0588- Configuration:X/O (Flange Mount) Glazing:IG-1/8"Annealed Glass/Laminate-1/8" Annealed Glass/0.090"DuPont Butacite®PVC Interlayer/l/8"Annealed Glass Frame: W-1320mm(52") H-1900mm(75") Sash: W-1250mm(49.25") H-940mm(37") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 H-LC70 1320 x 1900 (52 x 75) ASTM E1886-05/E1996-04 Wind Zone 4-Missile Level D TAS 201/202/203-94 Design Pressure: +70/-70 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-110-10728-7/110-10728-5/110-10728-6 Expiration Date: April 30,2023 je Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804) 684-5122 G�89s7. sy REViS1ONS REV DESCRIP10N DATE APPROVED G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 4 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH rm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM JS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS SIGNED: 12/27/2017 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. VIWIN TECH WINDOWS AND DOORS \�\�\111111//,,7/ 2400 IRVIN COBB DRIVE �� \S•R••••.41 PADUCAH, KY 42003 `r •'VGENS�•"J1�� SHORELINE 3100 TILT SINGLE HUNG __*• 0 b 'k 52" X 75" IMPACT HVHZ ="0� z. NOTES 7711-6„..• �D, AT OF �� TABLE OF CONTENTS DRAWN: DWG N0. REV %��`(►S�(ORI�'.G\ � SHEET NO. DESCRIPTION SCALE DATE 08-00184 c �i/fi ONA 1`����� 1 NOTES NTS I 07/25/07 ' 1 OF 9 2 ELEVATIONS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1 LEWISVILLE.NC 27023 3 — 9 INSTALLATION DETAILS 434-688-0609 QFL No.: 62514 momas@lrianaspe.com A REVISIONS 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH — REV DESCRIPTION DATE APPROVED 6" MAX — - 13 1/2" ___......{{{ 6" MAXG REVISED PER NEW REQUIREMENTS 12/26/17 R.L. MAX O.C. 6" MAX 0.0 MAX O.C. 1 A 1/2" 6" MAX 6" MAX \ / 6" MAX _ // 0 _ 1 // Q 13" I MAX O.C. i13" MAX O.C. / 7/8" MAX // MAX // • 1/8" ANN FRAME FRAME 1 .090" PVB BY KURARAY HEIGHT _ / - HEIGHT // 1/B" ANN 1/8" ANN • • X / X / EXTERIOR INTERIOR ft /- • Q // XL EDGE SPACER - - • + 201 STAINLESS STEEL J it DESICCANT FILLED 1/2" BITE (T�1�'Ir' BY CARDINAL 6" MAX 6" MAX ``nn ri f i • �'� � SETTING BLOCK 9 SHORELINE 3100 EXTERIOR SINGLE HUNG WINDOW SHORELINE 3100 SINGLE HUNG WINDOW DOW 995 .�E'�� 12B11-00110 BY LAMATEK VIEW EXTERIOR VIEW SILICONE ECO PVC 85 DUROMETERBYLAMT FRAME FLUSH INSTALLATION FIN INSTALLATION BACK BEDDING GLAZING DETAIL DESIGN PRESSURE RATING IMPACT RATING t70.OPSF URGE MISSILE IMPACT MISSILE LEVEL 0,WIND ZONE 4 AND HVHZ 52"X 75'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 27.1 FTf SIGNED: 12/27/2017 VIWIN 2400 IRVECH INWS COBB AND, DOORS J`g«R 11Co ,/� VE PADUCAH, KY 42003 `N,•,••VGEN• s0•'9s�% 111111111 WW1 SHORELINE 3100 TILT SINGLE HUNG i*• 04.15 *=_ —I`111.' .....„.......01111111111111 52" X 75" IMPACT HVHZ �Q ELEVATIONS ��D TAT OF ' - NOTES: : i0•. ."14.,Z.." 1. MAXIMUM SASH SIZE: 49 1/4" X 37" ■ Cl ■ DRAWN: OWG N0. REV 1,A.1. .[pR10V;•G.�'�z� 2. MAXIMUM D.L.O.: 46 3/4" X 33 3/4" I I I R.SCALE NTS I°ATE 07/25/07 08-001845OF 9 G ,/470111ALl'a\��� 4252 FRAME(ALTERNATE) 4252 FRAME(ALTERNATE) 4252 FRAME(ALTERNATE) L.ROBERTO LDAMS P.E. FININSTALLATION FLUSH INSTALLATION FLANGE INSTALLATION FORD RD LEw,sv,LLE,NC27022 Luis R. Lomas P.E. 434_688-0609 ab,,,o,PLCOM FL No.: 62514 REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 1/2" MIN WOOD FRAMING EDGE DISTANCE I G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. OR 2X BUCK BY OTHERS 4 1EM1/4" MENTMIN. s 1/4" MAX. aAIIIIIIII 1 METAL L. Ii SHIM SPACE STRUCTURE ___ + r ��two BY OTHERS , ...�.�....�.. MOW " � —1- BACKER ROD1MAX. j APPROVED & APPROVD SHIMSPACE SEAANTT SEALANT � Onimi t r� #10 #1 OR WOOD SCREW SELF SDRILLING I SCREW EXTERIOR EXTERIOR ,'= "t'� INTERIOR �I=mo INTERIOR '���I v �� i6 I'�i i11__ riid 1 i NOTES: I- J 1- I �Ir 1- 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �� Ii NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE f 4 1 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 • I I I I I �' SILL TO BE SET I �� ' I IN A BED OF 1 I ��� I! SILL TO BE SET ��� _ APPROVED SEALANT �� _--Th_�T IN A BED OF `_ , 0 �`- � APPROVED SEALANT �p� a �� pl 'ar_1�� BACKER ROD v �� BACKERPROD v - � & APPROVED 11!!!!!!..„"Lj T 1/4' MAX. & APPROVEDI1� TSEALANT SHIM SPACE SEALANT r1/4" MAX. F ET= , r SHIM SPACE 1 ��— METAL I WOOD FRAMINGSTRUCTURE s"` •V—r OR 2X BUCK BY OTHERS s SIGNED: 12/27/2017 BY OTHERS S ; VIWIN TECH WINDOWS AND DOORS \�\�111111tIII7j, 2400 IRVIN COBB DRIVE \�N5 R• Lp�i�'' PADUCAH, KY 42003 `, N\•'V•CENS�.giP�� SHORELINE 3100 TILT SINGLE HUNG -*• 0,,826 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 52" X 75" IMPACT HVHZ — +�(�(�r • WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION INSTALLATION DETAILS HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR ca STAT DRAWN. DWG NO. REV i•A;AA ..OM...Gx .:\ RAE DATE 08-00184 G 7iu/ONAL1ts-•• NTS I 07/25/07 I 3 OF 9 L.ROBERTO LOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas®Irbmaspa.wm lir REVISIONS 2 1/2" MIN. EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. BY OTHERS ifliiiIM 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 —"mi�—;. } � i� i I ams BACKER ROD me _�t�' & APPROVED 1/4" MAX. SEALANT - 1Ay 0 SHIM SPACE ,m71]— 3/16" TAPCON EXTERIOR = 1= � .11 Fp R:- > ': 4e lTLS 1,, 4- `irefq r, iii INTERIOR 1 I I �. BACKER ROD I . �-r, SILL TO BE SET & APPROVED '�� IN A BED OF NOTES: SEALANT Fit �j=� �'�� APPROVED SEALANT 1. INTERIORANDEXTERIORFINISHES,BYOTHERS, ..❑ 'i r i 1 NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK iefi 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 - 7 1�' DESIGNED IN ACCORDANCE WITH ASTM 62112 SIGNED: 12/27/2017 SHEET 1 i 1/4" MAX. 0_�� SHIM SPACE VIWIN TECH WINDOWS AND DOORS \\��+111111ItIi, CONCRETE/MASONRY 2400 IRVIN COBB DRIVE OS•R�• 1.0 //i,, BY OTHERS PADUCAH, KY 42003 r••�GEN,•S• ,,.9ap�l� • • • • ° c •. SHORELINE 3100 TILT SINGLE HUNG :::*•446y11. # • °• 52" X 75" IMPACT HVHZ 4• . • . INSTALLATION DETAILS E OF ,•�� • 4 ° • d 4 DRAWN: DWG N0. REV .1.4.2•Z0RiOP \ �.. • R.L. NTS 'DATE 07/25/07 08 500144 OF 9 G '�///IONAL1U.0. VERTICAL CROSS SECTION CONCRETE/MASONRYAND SILL 1032WOOPFO DRTD WISVILLE AI 27023 Luis R. Lomas P.E. HEAD AND SILL SHOWN,JAMBS SIMILAR 434-686-0609 NIomes01ftw1asPe com FL No.: 62514 l ' 1/2" MIN. REVISIONS EDGE DISTANCEREV DESCRIPTION E APPROVED 1/2" MIN WOOD FRAMING EDGE DISTANCE I G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. OR 2X BUCK BY OTHERS011111110,-.411111111111111‘11 1 1/4° MIN. • 1/4" MAX. EMBEDMENT METAL • • li • SHIM SPACE l' 1 t< STRUCTURE f�\........<. .,` S BY OTHERS t�� ���^^^7� BACKER ROD Win MO= 1/4" MAX. j APPROVED —�'�C■) & APPROVED /���,�� SHIM SPACE SEALANT ■11111 SEALANT (�\) r�`,y� rr�� 111 Mill ily _� 'LTJ❑ #1SMS OR #10 WOOD SCREW SELF DRILLING SCREW EXTERIOR ===�111!!!!!!_ EXTERIOR 6?„) 71111.,Li1176 • • '�(�-J��I ��� �:on mom'� INTERIOR ' I ��� I INTERIOR riz 4 !I I'l 4- II I I I I SILL TO BE SET I I' _2....1.. 1IN A BED OF �2 '� SILL TO BE SET �” APPROVED SEALANT �� _��"T IN A BED OF I. , 11i , . APPROVED SEALANT i a�_1�� -"Jp i1, i�BACKER ROD 4� BACKER ROD lir,& APPROVED �_ L�' 1/4" MAX. & APPROVED SEALANT r SHIM SPACE SEALANT 1/4" MAX. —� + -� _E SHIM SPACE WOOD FRAMING � —1- METAL STRUCTURE 1." ' ' SIGNED: 12/27/2017 OR 2X BY OTHERS UCK BY OTHERS t VIWIN TECH WINDOWS AND DOORS \\‘• �\11LIIII/1,7j 2400 IRVIN COBB DRIVE ��J�S R'••0•4' PADUCAH, KY 42003 `v,•'‘GEN,9.J+ VERTICAL CROSS SECTION VERTICAL CROSS SECTIONSHORELINE 3100 TILT SINGLE HUNG :*4071,951 METAL STRUCTURE INSTALLATION ��r WOOD FRAMING OR 2X BUCK INSTALLATION52" X 75" IMPACT HVHZ _::::::.°13 — HEADANDSluSHOWN,JAMBSSIMILAR HEAD ANDSluSHOWN,JAMBSS/MILAR INSTALLATION DETAILS y �� 13, TAT OF t� NOTES: DRAWN: DWG NO. REV .. LA.CORIOP'' Z'�' 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, •::,,FS '•' c.;\�� NOT SHOWN FOR CLARITY SCALERL �� oa soolsa G ,�S/pNA'I�?��� 2. PERIMETER ANDJOINTSEALANTBYOTHERSTOBE NTS I 07/25/07 I 5 OF 9 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.AOBERP.E. Luis R. Lomas P.E. 1432 WOODFORO RDD LEWLEWISISVILLE.NC 27023 FL No.: 62514 434-688-0609 rnomas@Irlomaspe.com T Ar 2 1/2" MIN. --�{ REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY G REVISED PER.NEW REQUIREMENTS 1 2/26/1 7 R.L. BY OTHERS lifili 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 _oil f ME in BACKER ROD 1/4" MAX. & APPROVED u mf , SHIM SPACE SEALANT rri� II ❑ 0_I1 3/16" TAPCON EXTERIOR 'lWI1,NM Flit71.4rti;-7:, ,] ] INTERIOR 1 1 1 I !, SILL TO BE SET I__,�'_ ' IN A BED OF NOTES: BACKER ROD Ell. —rte APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, & APPROVED �6❑ 1 II LA 1 D NOT SHOWN FOR CLARITY. SEALANT 'iri 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE V DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4OPTIONAL 1 X BUCK ' SHIM"SPACE SIGNED: 12/27/2017 SEE NOTE 3 - 7 r�—� SHEET 1 1�' 11 VIWIN 2800 IRVCH INWS ANDIDOORS v.0‘1111110,4,��i CONCRETE/MASONRY L� VE PADUCAH, KY 42003 ••‘CENs.9s% BY OTHERS ° • • 4 , SHORELINE 3100 TILT SINGLE HUNG 2*• 0 6 °• 52" X 75" IMPACT HVHZ °°• °• ° ° . INSTALLATION DETAILS 7.--=11 E OF 7�` e . iO• A. • • 4 • DRAWN. DWG N0. REV 1W• (ORM• \A'� VERTICAL CROSS SECTION R.L. NTS SATE 07/25/07 08-00184 OF 9 G '/�//"in/11110 NA �\\ CONCRETE/MASONRY INSTALLATION I HEAD AND SILL SHOWN,JAMBS SIMILAR L.ROBERDOLOMVILLE,S Luis R. Lomas P.E. 1432 W'OOD0609 RDLEWISVILLE.NG0MC FL No.: 62514 434-6BB-0608 Mom�@hb�e.c°m Al J► 1/2' MIN. REVISIONS EDGE DISTANCE 1/2" MIN REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE 1 G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. OR 2X BY OTHERS 4 1 1/4UCK " MIN. s 1/4" MAX. EMBEDMENT METAL ' t SHIM SPACE I I STRUCTURE \............... i ' +—_����''''�� BY OTHERS ��� `� man /4" MAX. j APPROVED �BACKER RODHIM SPACE SEALANT jII;1%ir:] & APPROVED SEALANT lil - 6 #10 #10 WOOD SCREW SEL SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR �i'�'_ =1=m r,=..� 1i +'.:� r.a AL1 irtial - I �� �'� INTERIOR Irl-'7— ►Z� �� INTERIOR �yll_,JI ,ul -I /- II I I I k SILL TO BE SET I k SILL TO BE SET I �� 't IN A BED OF ►�� 1r IN A BED OF �`� I= O APPROVED SEALANT �� �_ APPROVED SEALANT BACKER ROD v T BACKER ROD v T & APPROVED �� 1/4" MAX. & APPROVED �� SEALANT ��,' [ SHIM SPACE SEALANT .��,' 1/4" MAX. aIM-.�. inn im u SHIM SPACE WOOD FRAMING 1M' �� METAL- SIGNED: 12/27/2017 STRUCTURE \—� VIWIN TECH WINDOWS AND DOORS \���1111111/l1,,, OR 2X BUCK BY OTHERS BY OTHERS 2400 IRVIN COBB DRIVE ``��JIA \S•.•.A 4, %� VERTICAL CROSS SECTION VERTICAL CROSS SECTION PADUCAH, KY 42003 `v,•�\C ENSU;,J+ METAL STRUCTURE INSTALLATION SHORELINE 3100 TILT SINGLE HUNG +•'k• 0 5 *• _ WOOD FRAMING OR 2X BUCK INSTALLATION HEAD AND SILL SHOWN,JAMBS SIMILAR — HEAD AND SILL SHOWN,JAMBS SIMILAR 52" X 75" IMPACT HVHZ �� � — INSTALLATION DETAILS �` NOTES: 1. INTERIOR AND EXTERIORFINISHES,BY OTHERS, R.L. DWG NO. REV �i,'��t►di��OR.• G�N NOT SHOWN FOR CLARITY. RcnlLe DATE 08-00184 G /1s/pNAI`�0 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS ' 07/25/07 J 7 OF 9 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBE RASP.E Luis R. Lomas P.E. 1432 WOODFORD RDD LEWLEWISVILLE,NC 27023 FL No.: 62514 431-688-0609 Abmes@k mespe.com T lir 2 1/2" MIN. REVISIONS EDGE DISTANCE 1 REV DESCRIPTION DATE APPROVED FE/ CONCRETE/MASONRY I G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. BY OTHERS /MI 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 --mill�� I iM I BACKER ROD �` �' & APPROVED 1/4" MAX. j SEALANT SHIM SPACE OMEL r],❑ �4 , 3/16" TAPCON Pinto= P—It11,1- EXTERIOR Ir ,,'.SII.l -� i� INTERIOR T lid l 111 I 1 I 1'� SILL TO BE SET I r 'Lf INABEDOF APPROVED SEALANT NOTES: BACKER ROD I�� li1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, & APPROVED � { NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE NIIIIVIrd DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL 1X BUCK � 1/4" MAX. SIGNED: 12/27/2017 SEE NOTE 3 - 7 OIMIW SHIM SPACE SHEET 1 I „�_Eh EN- VIWIN TECH WINDOWS AND DOORS \.�lll►11II1.,,, 2400 IRVIN COBB DRIVE \�•\5 R. ••• i/ CONCRETE/MASONRY PADUCAH, KY 42003 v••\�GEIVs4•• - BY OTHERS • a a • SHORELINE 3100 TILT SINGLE HUNG *• o S *C a• 52” X 75" IMPACT HVHZ a• • INSTALLATION DETAILS ---•-•0' E OF ;�` . a • i0• 41 a DRAWN: DWG NO. REV ..4,•'OCORt.. � • VERTICAL CROSS SECTION SCALE DATE 08 600184 G �ii Ah N LIS\\ CONCRETE/MASONRY INSTALLATION NTS 07/25/07 ' a OF 9 L.ROBERTO LOWS P.E HEAD AND SILL SHOWN,JAMBS SIMILAR 1432 WOODFORD RD LEWISVILLE.NC 27023 LuisR. . Lomas D62514 E 131-688-0609 AbmesONbms/pe.aom . Air APPROVED REVISIONS SEALANT RE/ DESCRIPTION DATE APPROVED BEHIND FIN 1 1/4" MIN. G REVISED PER NEW REQUIREMENTS 12/26/17 R.L. #8 WOOD EMBEDMENT SCREW WOOD I�11�„�� FRAMING b5BY OTHERS 7/16" MINI 1/4" MAX. I `II EDGE DISTANCE + F SHIM SPACE OWL I INTERIOR EXTERIOR I I I' 1 ►2 1.1 4- !I v_ t�0 1/4" MAX 1,- 11111111;::!::] F SHIM SPACE I I/`— ___ im 7/16" MIN L�1 1 EDGE DISTANCE 0b,,,,,,,'"iim tille NOTES: #8 WOOD WOOD 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, MING NOT SHOWN FOR CLARITY. SCREW 1 1/4" MIN. BFY YAOTHERS 2. PERIMETER AND JOINT SEALANT BYOTHERSTOBE APPROVED EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SEALANT SIGNED: 12/27/2017 BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VIWIN TECH WINDOWS AND DOORS \�\5 R II ID"//// HEAD AND SILL SHOWN,JAMBS SIMILAR 2400 IRVIN COBB DRIVE )\•�GE."•:r9',. PADUCAH, KY 42003 v <g; OFFICE COPY L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 511139-1E 434-688-0609 Ft XE rIlomas@lrlomaspe.com T APeZD Manufacturer: ViWinTech Windows and Doors O f 2400 Irvin Cobb Dr. Paducah, KY 42003-0588 Product Line: SL 3100 i PW 7872 Shoreline Picture Window 3100(78x72) Impact HVHZ Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00204 Revision E, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Report No.: NCTL 110-10728-24, signed by Robert H.Zeiders, P.E. National Certified Testing Laboratories,York, PA. AAMANVDMA/CSA 101/I.S.2/A440-05(Flange installation) Design pressure: ±60.0psf Water penetration resistance 9.0psf 3. Report No.: NCTL 110-10728-25, signed by Robert H.Zeiders, P.E. National Certified Testing Laboratories,York, PA. AAMA/WDMA/CSA 101/I.S.2/A440-05(Fin installation) Design pressure: ±60.0psf Water penetration resistance 9.0psf 4. Report No.: NCTL 110-10728-26, signed by Robert H.Zeiders, P.E. National Certified Testing Laboratories, York, PA. AAMANVDMA/CSA 101/I.S.2/A440-05(Flush installation) Design pressure:±60.0psf Water penetration resistance 9.0psf 5. Report No.: NCTL 110-10728-27,signed by Robert H. Zeiders, P.E. National Certified Testing Laboratories,York, PA. Flange,fin and flush installation TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, ±60.0psf design pressure, 9.0psf water penetration. TAS 203-94 Cyclic Pressure loading±60.0psf design pressure 6. Anchor calculations, report number 511140-1, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60.0psf • Maximum unit size: 78"x 72" • Units must be glazed per ASTM E1300-04, refer to approval document for glazing details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation \\\0\tliiL ///// instructions and approval document,08-00204, Revision E. JAS • • . /// • GEN ' '9 Certification of Independence: Please note that I don't have nor will acquire a ` •• S<C' • financial interest in any company manufacturing or distributing the product(s)for which *. 51 • * this report is being issued.Also, I don't have nor will acquire a financial interest in any _ • • other entity involved in the approval process of the listed product(s). =13 TAT O F ' Cr Z.: s,ONAL1E�\"\� 1 of 1 Luis R. Lomas, P.E. FL No.:62514 10/29/2015 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2007 FOC 1/17/09 R.L. 8 REVISED NOTES & GLAZING DETAIL 3/09/12 R.L. C ADDED SILL DETAIL 04/20/12 R.L. D REVISED INSTALLATION DETAILS 07/13/15 R.L. E REVISED GLAZING DETAILS 10/29/15 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THELEVA MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 4 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063-T5 FU=30KSI 1/8" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEET 2. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 10/29/2015 VINYL2400 IRVINNDOW ECOBBODR VE INC \\J\5 R IILO 9�i/ PADUCAH, KY 42002 `��,,AGENSF,J'�- TABLE OF CONTENTS SHORELINE PICTURE WINDOW 3100 =*• 0,.6128 SHEET NO. DESCRIPTION 78" X 72" IMPACT HVHZ (,ter NOTES O; STATE 1 NOTES DRAWN. DWG NO. REV 1'10.c•OR10P G� -`` 2 ELEVATIONS R.L..LDATE 08-00204 E p//7s'/QNA-t's-x 3 - 9 INSTALLATION DETAILS NTS 7/25/07 I 1 OF 9 •ir REVISIONS REV DESCRIPTION DATE APPROVED AREVISED TO COMPLY WITH 2007 FBC 1/17/09 R.L. B A . REVISED NOTES & GLAZING DETAIL 3/09/12 R.L. C ADDED SILL DETAIL 04/20/12 R.L. D REVISED INSTALLATION DETAILS 07/13/15 R.L. 78" MAX FRAME WIDTH 78" MAX FRAME WIDTH E REVISED GLAZING DETAILS 10/29/15 R.L. 16" MAX -- 1 I MAX30.C. '"I 6" MAX 6" MAX — MAX30.C. —1 — 6" MAX I I I I •• 6" MAX / 6" MAX _l_______ /' _ -1--- . /1 13" 13" 1" MAX O.C. MAX O.C. 3/16" ANN 72" _ 72" • MAX r— MAX T— • .090" SG BY DUPONT FRAME FRAME 3/16" ANN f 3/16" ANN HEIGHT HEIGHT - - • DESSICANT-FILLED STEEL SPACER SYSTEM (CU-D) - / _ EXTERIOR jj,a�:►�lfiINTERIOR '— Dow 995 �� / '4C _ .. . SEALANT I 6" MAX f 6" MAX f I 1 1 I 1 I f • • (2) SETTING BLOCK GLAZING DETAIL WINDQUEST V707 SINGLE HUNG WINDOW WINDOUEST V707 SINGLE HUNG WINDOW 80 DUROMETER EXTERIOR VIEW EXTERIOR VIEW FRAME FLUSH INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±60.0PSF LARGE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED: 10/29/2015 NOTES: VINYL WINDOW 1RVINTECHNOLOGIES, INC \\\\J\••• S R II10//// 1. MAXIMUM D.L.O.: 72 1/4" X 66 1/2" 2PADUCAH, KY 42002 •��•GENS.''•d+". SHORELINE PICTURE WINDOW 3100 =*4045L;;*--:—. 78" X 72" IMPACT HVHZ ELEVATIONS , TATE OF ;�� DRAWN- DWG NO. REV ��'��•�ORO:: \.\�\ R.L. 08-00204 E //sS• ••,,,,,x..,\<� SCALE NTS DATE 7/25/07 I sVEET 2 OF 9 /7/1j0N11110�� T Air REVISIONS 1/2" MIN. REV DESCRIPTION DYNE APPROVED EDGE DISTANCE3/4" MIN A REVISED TO COMPLY WITH 2007 FBC 1/17/09 R.L. WOOD FRAMING - EDGE DISTANCE 1 B REVISED NOTES & GLAZING DETAIL 3/09/12 R L. OR 2X BUCK I BY OTHERS1111 / 1/4" MIN. 1/4" MAX C ADDED SILL DETAIL 04/20/12 R.L. EMBEDMENT METAL '' : r SHIM SPACE D REVISED INSTALLATION DETAILS 07/13/15 R.L. BY OTHERS t I STRUCTURE \ + E REVISED GLAZING DETAILS 10/29/15 R.L. +• Min �i _�J / MAX. J APPROVED �y � BACKER ROD -II-■II 1/4" MAX 11 II & APPROVED all SHIM SPACE SEALANT SEALANT �p �p 0 1) IITir #10 WOOD SCREW #10SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR #10 WOOD SCREW #10 SMS OR II OM tl11ZJiSCRF DRILLING SCREW p ,p BACKER ROD �� I BACKER ROD7�& APPROVED 1/4" MAX. & APPROVEDSEALANT —WSHIM SPACE SEALANT —P'. S 1/4" MAX. IM SPACE WOOD FRAMING '—"riall*Ill + METAL >—= _I/ } STRUCTURE ,� OR 2X BUCK 1 1/4" MIN. BY OTHERS ., ! s BY OTHERS . EMBEDMENT 1/2" MIN. 3/4" MIN. "1 EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION HEAD AND SILL SHOWN,JAMBS SIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR SIGNED: 10/29/2015 VINYL W400OiRVINW EcoeBOD2 �vEGIES, INC \\J`5 R ULOAY/ NOTES: PADUCAH, KY 42002 �A,•*\GEN4.. (p�� 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. SHORELINE PICTURE WINDOW 3100 :::**1405y. .:*-:_--- _ ,89 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 78" X 72" IMPACT HVHZ (Air DESIGNEDINACCORDANCEWITHASTME2112 FLUSH INSTALLATION DETAILS �1• TATE OF ;�4svY� DRAWN. DWG NO REV ORO G,c"�\ SCALE NTS DATE 7/25/07 08 50" 340F 9 E ��i/S�O•NA•Lt������ II l REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE -1 A REVISED TO COMPLY WITH 2007 PBC 1/17/09 R.L. CONCRETE/MASONRY B REVISED NOTES & GLAZING DETAIL 3/09/12 R.L. • BY OTHERS '• ° . ' . C ADDED SILL DETAIL 04/20/12 R.L. a • ° • • 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07/13/15 R.L. OPTIONAL 1X BUCK • . ° °. • EMBEDMENT SEE NOTES 3 - 7 • •-• E REVISED GLAZING DETAILS 1 0/29/1 5 R.L. SHEET 1w.�� BACKER ROD �I`��' & APPROVED 1/4" MAX. SEALANT SHIM SPACE tJJUI 3/16" TAPCON EXTERIOR 7 INTERIOR 4- BACKER BACKER ROD 1^ ti T & APPROVED (O` 3/16" TAPCON SEALANT /� OPTIONAL 1 X BUCK \/ 1/4" MAX.C SEE NOTE 3 - 7 _�+°' r SHIM SPACE SHEET 1 CONCRETE/MASONRY �. BY OTHERS1 1/4" MIN. NOTES: EMBEDMENT I. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 11 NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 11EihrimilaMiliffiam DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGN7:01 0/29/2015 VERTICAL CROSS SECTION VINYL WINDOW TECHNOLOGIES, INCCONCREI"/I/ EADANDTE/MASONRY WN,JA JAMBS 2 00 IRVIN KY42002E `\`\\\5•G •N0ft,,, HEAD AND SILL SHOWN,JAMBS SIMILAR \ J E 7, �'• N,,V SF•�' • SHORELINE PICTURE WINDOW 3100 =*• �1(�o,..4 /57�,t,,,�* 78" X 72" IMPACT HVHZ ="0 FLUSH INSTALLATION DETAILS X73 TAT OF•• �\ DRAWN. DWG NO REv �i'<C c40R10P•\7\\- RSCALE DATE 08-00204 E ��//0:0,. '/ONAl.'C'0�\ NTS ' 7/25/07 1 4 OF 4 T Ar REMSIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE3/4" MIN A REVISED TO COMPLY WITH 2007 FBC 1/17/09 R.L. WOOD FRAMINGEDGE DISTANCE I B REVISED NOTES & GLAZING DETAIL 3/09/12 R.L. OR 2X BUCK 1/4" MAX. C ADDED SILL DETAIL 04/20/12 R.L. BY OTHERS 1 1/4" MIN. EMBEDMENT METAL : I1 SHIM SPACE D REVISED INSTALLATION DETAILS 07/13/15 R.L. I I STRUCTURE \. 1! --� [� A REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE MPROVED EDGE DISTANCE A REVISED TO COMPLY WITH 2007 FBC 1/17/09 R.L. CONCRETE/MASONRY T + B REVISED NOTES & GLAZING DETAIL 3/09/12 R.L. BY OTHERS • '• a . - •• • C ADDED SILL DETAIL 04/20/12 R.L. 4 , 4 - " • 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07/13/15 R.L. OPTIONAL 1X BUCK ' • ° d • • EMBEDMENT SEE NOTES 3 - 7 • -• • E REVISED GLAZING DETAILS 10/29/15 R.L. SHEET I �� f i. BACKER ROD & APPROVED MAX. SEALANT ` '`J SHIM SPACE I3/16" TAPCON EXTERIOR 4 INTERIOR BACKER ROD ,.91 & APPROVED �` �� 3/16" TAPCON SEALANT Valli -T OPTIONAL 1X BUCK 1 SHIM MAX. SEE NOTE 3 - 7 -RON' r SPACE SHEET 1 I�' .......4.......41._ __ + CONCRETE/MASONRY L�m- BY OTHERS • ° • n • NOTES: • 4 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, • • EMBEDMENT NOT SHOWN FOR CLARITY. . G • • 2. PER/METER AND JOINT SEALANT BY OTHERS TO BE • 4 4 DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 10/29/2015 VERTICAL CROSS SECTION VINYL WINDOW TECHNOLOGIES, INC o111f/ff HEAD ANDCONCRETE/MASONRY L SHOWN,INSTALLATION AR 2400 IRVIN COBB DRIVE ��`\\5•••L 0 / / PADUCAH, KY 42002 `N,•"\GELYS+�'941+i• � SHORELINE PICTURE WINDOW 3100 _*47,42:4;*= 78" X 72" IMPACT HVHZ FLANGE INSTALLATION DETAILS � OF :44,,Z- S0,.. �Z- DRAWN: DWG N0. REV %O�••�t0".i '. 0••ORIOP G� `R.L. . SCALE !DATE 08-00204 E //i,_AL1Ea\\ NTS 7/25/07 6 OF 9 T ilr REVISIONS 1/2" MIN. REI' CESCRIPTION DATE APPROVED EDGE DISTANCE3/4" MIN A REVISED TO COMPLY WITH 2007 FBG 1/17/09 R.L. WOOD FRAMING - EDGE DISTANCEI B REVISED NOTES & GLAZING DETAIL 3/09/12 R.L. OR 2X BUCK c 1 4" MAX. C ADDED SILL DETAIL 04/20/12 R.L. BY OTHERS . 1 1/4" MIN. / : EMBEDMENT METAL : i• s,� SHIM SPACE 0 REVISED INSTALLATION DETAILS 07/13/15 R.L. 111111111111I ! 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