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Home My WebLink AboutProduct Approval 41 REVISIONS 54" FRAME WIDTH REV DESCRIPTION DATE APPROVED 14" 6" MAX MAX O.C. 6" MAX B REVISED GLAZING DETAILS 01/08/18 R.L. 6" MAX O NOTES: 1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4". 13" / 2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4". MAX O.C. / 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. 4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. 5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. 77" FRAME HEIGHT 1/8" ANN. 1/8" ANN. / .090" SENTRY GLAS BY KURARAY .090" SENTRY GLAS BY KURARAY X / 3/16" ANN. 1/8" ANN. 3/16" TEMP 1/8" ANN. 4 INTERIOR INTERIOR / EXTERIOR DURASEAL EXTERIOR DURASEAL / SPACER SYSTEM SPACER SYSTEM BY QUANEX BY QUANEX GLAZING BEAD STRUCTURAL SEALANT GLAZING BEAD STRUCTURAL SEALANT 6" MAX SIKAFLEX 552 SIKAFLEX 552 SETTING BLOCK (30096) SETTING BLOCK (30096) • 1/2" BITE 85 DUROMETER 1/2" BITE 85 DUROMETER ° BY CENTRAL RUBBER ° BY CENTRAL RUBBER SERIES 176 SH VINYL SINGLE HUNG WINDOW 1 � EXTRUSIONS 1 --�� EXTRUSIONS EXTERIOR VIEW GLAZING DETAIL GLAZING DETAIL FIN INSTALLATION WHEN USED OUTSIDE THE HVHZ WHEN USED IN THE HVHZ DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED:0111812018 54"X 77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS s� ewsreRN ARcxrtEc uRusrshNs �I1 I I I 1// FRAME AREA DOES NOT EXCEED 28.B7FT1 �� EAS,fe '=I �TSARN°M K°wny \\��5 R. Lo;j,11 RiMYER] � c n1 ny 10]]°eAVAAN ROAD / ■ IA..:::I.v�.un:: FO .FlORipA3381] -\\ �`•BEN"n '9.n// SERIES 176 SH VINYL SINGLE HUNG WINDOW * 0 ,51 ik= IMPACT 5T X 77" �,o' E ELEVATION �q0, TAT OF DRAWN: DWI;NO* REV %�'�F (ORM HARDWARE SCHEDULE . (4)ASHLAND DUAL LOCKS R(D21009AL/R)AT KEEPER RAIL 8"FRO EACH JAMB N.G.EPER RAIL B"FROM EACH JAMB A NTS DATE 1 1/17/14 08 sOeE`2 8 OF 7 B . (2)CALDWELL COIL BALANCE SYSTEM(880)ONE AT EACH JAMB L.ROBERTO LOMAS P.E. . (2)CALDWELL TILT LATCH(20F00041)1112"FROM EACH SASH TOP RAILCORNER 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R. Lomas P.E. . (2)CALDWELL PIVOT BAR(16Y513)ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL 434-688-0609 rllomas@lrlomaspe.com FL No.: 62514 REVISIONS S REV DESCRIPTION DATE APPROVED 54" FRAME WIDTH B REVISED GLAZING DETAILS 01/08/18 R.L. 54" FRAME WIDTH 6" MAX 14 6" MAX 6" MAX 12" MAX O.C. 6" MAX MAX O.C. 6" MAX 6" MAX 10" / MAX O.C. / MAX 0 O 77" 77" FRAME FRAME HEIGHT HEIGHT X 4 4 6" MAX 6" MAX SERIES 176 SH VINYL SINGLE HUNG WINDOW SERIES 176 SH VINYL SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW THROUGH FRAME INSTALLATION THROUGH FRAME INSTALLATION FOR MASONRYAND METAL STRUCTURE FOR WOOD FRAMING DESIGN PRESSURE RATING IMPACT RATING +70.0%85.OPSF LARGE SIGNED:0111812018 MISSILE IMPACT FAsreRNAADMISION F srsreNs 11{{I J III ADMU OF MISSILE LEVEL D,WIND ZONE 4 AND HVHZ Eastern Mom"`Sy"�'Y \\\�S R' L O��Y/,/ ,A:.0 10IX0BAVAUAROAD 54°X 77"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS _p FORT r�vERs,FwRmA3snu \G E(1(S°9'p BOWY!-YNI FRAMEAREA DOES NOT EXCEED2B.87FTz L SERIES 176 SH VINYL SINGLE HUNG WINDOW '*�••//�09XO � IMPACT 54" X 77" =-c -4k = ELEVATIONS ��, sT • DRAWN: DWG NO, REV SC 08ALE NTS DATE 11/17/14 SO 8 6 EEr3 OF 7 // L ROBERTO LOMAS RE LOTS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas,@2Dlrlomaspe.00m REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE B REVISED GLAZING DETAILS 01/08/18 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. 0 EMBEDMENT 1 1/4" MIN. 1/4" MAX. BACKER ROD �O EMBEDMENT SHIM SPACE & APPROVED 1/4" MAX. SEALANT SHIM SPACE INTERIOR n MIN! 00� u #10 WOOD SCREW DISEDGE TANCE EXTERIOR y10 wooD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 4Q o BACKER ROD EXTERIOR INTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL To BE SET LJ IN A BED OF BACKER ROD � O APPROVED SEALANT & APPROVED 1/4" MAX. NOTES: SEALANT Q� SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, u NOT SHOWN FOR CLARITY. O 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING —T DESIGNED INACCORDANCE WITHASTME2112 OR 2X BUCK BY OTHERS SIGNED:0111812018 Aaftk EASTERN AADIVISONOF SYSTEMS IIII III Eastern E0.9T METAIs"PRY \\��,R, L 0'%/, VERTICAL CROSS SECTION� "., ._ °�"""R"R°"° ��FOR 1 MYER4,RON0 AS 91] �\�\-—NSF 9`r%_ WOOD FRAMING OR 2X BUCK INSTALLATION uM'~u M ti o v'N Y 9oD.]r as SERIES 176 SH VINYL SINGLE HUNG WINDOW *• p 51 *= IMPACT 54" X 77" — •• — INSTALLATION DETAILSSTATE i0•• DRAWN: DWG N0. REV �i'cFS'cC0RIOQ: N.G. 08 SCALE NTS DATE 1 1/17/14 SHEET5 B48 OF 7 ,/ /ONALI'aS\ L,ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-633-0609 r/lomasC&Irlomaspe.com FL No.: 62514 1 , I/ REVISIONS 3/4" MIN REV DESCRIPTION GATE APPROVED METAL EDGE DISTANCE B REVISED GLAZING DETAILS 01/OB/18 R.L. STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE APPROVED SEALANT 0 1/4" MAX. SHIM SPACE f� #10 SMS OR u SELF DRILLING T INTERIOR SCREW 3/4" MIN. J5;Ec EDGEDISTANCE#10 SMS OR SELF DRILLINGSCREWSMETAL STRUCTURE EXTERIOR INTERIOR BY OTHERS BACKER EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION [� O SILL TO BE SET U IN A BED OF BACKER ROD O O APPROVED SEALANT & APPROVED NOTES: SHIM SPACE SEALANT QO 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, u NOTSHOWNFORCLARITY. METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS VERTICAL CROSS SECTION SIGNED:0111812018 METAL STRUCTURE INSTALLATION ��~ ,04906AVARIAR°OIADS LYpastern "M�FSR \J\``S1 aR 1-1 I Lr I0 •;�i9 �� " F��NYER9,ROR®Aii913 `�,•.�,OENS�.S SERIES 176 SH VINYL SINGLE HUNG WINDOW _*: p, 51 *_ IMPACT 54" X I OF 6= INSTALLATION DETAILS ��0• $TAT cy� DRAWN: DWG NO. REV �O�F 'c�ORIOQ:•\'��\ N.G. 08-02538 B //SS'1 •• a\\\G\�� SCALE NTS DATE 1 1/17/14 SHEET 5 OF 7 "IOf I1111�� L ROBERTO LOMAS P.E. LIIIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434-688-0609 Alomasta7lrlomaspe.com lir �BY ONCRETE/MASONRY REVISIONS J 2" MIN. OTHERS EDGE DISTANCE REV DESCRIPTION GATE APPROVED 8 REVISED GLAZING DETAILS 01/08/18 R.L. e e a ° 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK a 1/4" MAX. OPTIONAL 1 X BUCK �o �oo SEE NOTES 3 — 7 °° SHIM SPACE SEE NOTES 3 — 7 1/4" MAX. SHEET 1 SHEET 1 SHIM SPACE 3/16" TAPCON ° a3/16" TAPCON INTERIOR BACKER ROD & APPROVED o00 SEALANT ° ° mn INTERIOR 2 C EXTERIOR EDGE , DISTANCE ' EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION BACKER ROD & APPROVED SEALANT O SILL TO BE SET NOTES: IN A BED OF 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, APPROVED SEALANT NOT SHOWN FOR CLARITY. 0 O 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 Q OPTIONAL 1 X BUCK Q� SHIM SPACE SIGNED:01/18/2018 SEE NOTE 3 — 7 �J SHEET 1 FASiERNARLHITECNION PP1STSlEN3 `llll! Eastern FA4TERNMETALu^WRY ,\��`:p,1R o ® 1W3peAVA ROAD •� .^ ° .a ed ° P A FORT MYEH3,RORIOASt913 `\ ��/, A/S• �( SERIES 176 SH VINYL SINGLE HUNG WINDOW _*• p 951 *= INSTALLATION DETAILS1 �� a , TAT OF .�� DRAWN: DWG NO, REV �ii��F`S;��ORIOQ: 08-02538 CONCRETE/MASONRY SCALENTS DATE 11/17/14 SHHEET OF 7 B 1111110 X��` VERTICAL CROSS SECTION BY OTHERS L.ROBERTO LOMAS P.E. CONCRETE/MASONRY INSTALLATION 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R. Lomas P.E. 434-H88-0609 Tllomas@Iffomaspe.cam FL No.: 62514 I,. REVISIONS APPROVED 1 1/4" MIN.SEALANT EMBEDMENT REV DESCRIPTION GATE APPROVED BEHIND FIN WOOD B REVISED GLAZING DETAILS 01/08/18 R.L. FRAMING #10 WOOD BY OTHERS SCREW 1/4" MAX. SHIM SPACE 1/2" MIN EDGE DISTANCE /4" MAX WOOD FRAMING —I 1 BY OTHERS I SHIM SPACE INTERIOR 1 1/4" END MIN. I EMBEDMENT yo EXTERIOR INTERIOR a�Q #10 wooD SCREW APPROVED 1/2" MIN EXTERIOR SEALANT EDGE DISTANCE BEHIND FIN JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: O O 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 0 NOT SHOWN FOR CLARITY. 1/4" MAX 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE u SHIM SPACE DESIGNED INACCORDANCE WITHASTME2112 SIGNED:0111812018 1/2" MIN EDGE DISTANCE eASEwAanrtEcruRusrsrws \\ 111III / AeMETA OF �' II Eastern FASIE W METAL9YPRY \\\ R, L O #10 WOOD WOOD �'�....w.»......»„"..,.. io: as.TwwoA�ala \5•GENS'�=9di�ii SCREW FRAMING -32-aa ` • '\\ F 1 1/4" MIN. BY OTHERS SERIES 176 SH VINYL SINGLE HUNG WINDOW *• 0 vo *=APPROVED EMBEDMENT IMPACT 54" X 77"BEHINDSEA�FIN VERTICAL CROSS SECTION NT INSTALLATION DETAILS ; STAT ;�` WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: DWG N0. REV p RID"' SCALE NTS DATE 11/17/14 08 SHDE-7s B OF 7 "MtIIIL1�a\\\\ L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 dlomasCMldomaspe.wm Component & Cladding Wind Loads Prepared for Farrow Construction Calculations by Seaside Engineers Project: Kline Residence Certificate of Authorization No.32048 Location: 2550 Harbour Cove Drive 4265 60th Court Ft.Pierce,Florida Vero Beach,Florida 32967 Project ID: (722)202-8008 info@seasideengineers.com Date: 12/20/2019 www.seasideengineers.com Design Information Risk Category 2 Windspeed 160 mph Exposure D Int.Press.Coef.,GCpi(+/-) 0.18 a 6.70 feet Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on thisjob.The contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity. Florida Product Area Approval# Building Design Product Design ID Opening Description (sqft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF) 1.0 SH Window 18.0 5 FL16412.1 Eastern Arch.Sys. 176 Vinyl SH 42.7 -56.1 70.0 -85.0 2.0 Imullion 0.3 5 FL37288.3 Eastern Arch.Sys. 176 Vert.Mullion 44.4 -59.5 120.0 1 -120.0 I I i i I I I 3 2 3 3 2 3 3 2 3 aTRVD `` K. ,��t11111111/��''' 2 . 2 I I I I `�� :••••••••• 10 ROOF: I �I I I I I I I = • 02; tQiz zl 1Q �Q2 2 ; fQ; z z ;0 ; 2 _ 1 � No.722 1 I I I I 7� • • 7� I I I I I I I I — • • � z 2 2 2 ` OF 3 2 3 3 1 z 1 3 3 1 z l 3 ,[�s�4 0 R I V••P NA' WALL: h Edward K Roske, PE 6 December 20,2019 5 '�/ iO 11/18/2019 Your Proposal Your rep sal has been Approved! Ask Farrow Constructon Corp.about financing options' ROCKET Loans available through Rocket Loans FARROW o CONSTRUCTION CORP Farrow Constructon Corp. 1821 Lemon Ave. Suite B • Vero Beach, FL 32960 • Phone: 772-617-2488 • Fax: 772-217-3918 Joann Kline 609-432-7869 2550 Harbour Cove Drive Hutchinson Island, FL 34949 Print-date: 11-18-2019 Mrs. Kline, Below is your estimate to repair the leak and water damage around your window.A 50%deposit is required upon acceptance and windows paid in full and the other 50%upon completion. If you have any questions please don't hesitate to call the office. Price Breakdown -----_--------____ ____—.---_--_________.-----___-___�_------_- -------- ---______- i Description Q�Y Unit price Unit price Permit Fee 1 365.00 $365.00 Cut the stucco back and remove the 2 existing windows. Install new plywood around window 1 2,517.00 $2,517.00 and vapor barrier, and install new window wrap. Purchase and install 2 new High Velocity impact windows Cut open the interior drywall a foot down each side of the window and all the way down to the 1 270.00 $270.00 floor the window to be able to assess underneath the damage j All stucco patching on the exterior and drywall patching on the interior.This will include all the 1 2,600.00 $2,600.00 j painting on the exterior section with new stucco and the one wall corner to corner on the interior Re-framing of all the rotted wood allowance(Once we open up we will know if there will be 1 1,000.00 $1,000.00 further wood rot damage and we can discuss pricing then) Total Price: $6,752.00 https`.//buildertrend.net/Leads/Lead Proposal External.aspx?IeadID=wYNjTSp52o0&proposalld=bugwKE9ivYo&openPrint=True 1/2 11/18/2019 Your Proposal I confirm that my action here represents my electronic signature and is binding. (/ Signature Approved by: '}� Joann Kline Date: 11-8-2019 1:52 PM . ROCKET Loans Ask Farrow Constructon Corp. about financing options available through Rocket Loans https:Hbuildertrend.net/Leads/LeadProposalExtemal.aspx?leadID=wYNjTSp52oO&proposalId=bugwKE9ivYo&openPdnt=True 2/2