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Home My WebLink About3rd Floor Construction planCoastal Construction & Design Inc. RECEI,•-.p OCZ 1":1U�7 Halbert residence Lot 52 Watersong A C 1st Floor 2nd Floor 0 0 a a DO 0 a 0 3rd Floor A A 0 A fle M 0 U, M � M >1 CO N in 50 , ON C t6d. t m N -� LU x E� a�o CL c�a ccQCL Eccv HU-N9� ❑�,�� =Ln CD Mf-� Z X d�ln N m c C' m 0 a c � � to O � O c� 0 U iv-rs JOB NO SHBET Al OF 6 SHEETS r A window CX15-2 Quantity - 4 NOA: FL12496.2 casement NOA: FL17720.2 mull DIP +33.1/-36.1 U-factor: 0.79, SHGC: 0.28, VT: 0.29 B window C15 Quantity - 2 Left hand NOA: FL12496.2 DIP +35.31-38.3 U-factor: 0.79, SHGC: 0.28, VT: 0.29 Specifications: 1) Windows are by Andersen windows and doors 2) Doors are by Andersen windows, Windoor inc. 3) Andersen and WinDoor units are to be White interior and exterior 4) Andersen Glass is to be Gray Monolithic HP Sun low E laminated impact glass 5) Windoor glass is to be Gray monolthic laminated impact glass unless noted 6) Hardware to be corrosion resistant seacoast hardware package on all windows and doors 7) White finish folding hardware on windows 8) White Signature hardware on WinDoor sliding doors 9) Estate Newbury hardware brushed nickel finish on Andersen swing doors CN 145/FF2020 Quantity -1 Left hand NOA: FL12496.2 case NOA: FL15954.1 fixed NOA: FL17720.2 mull DIP +34.8/-37.7 U-factor: 0.79, SHGC: 0.28, VT: 0.29 I I I I I N I I I I o I I I I I 0 � I I I I W) m I I I I I I o I I I I I I I I I I I I CX15/AN281-2 Quantity - 1 LR/SS NOA: FL12496.2 casemi NOA: FL15727.4 awning NOA: FL17720.2 mull : 0. SHGC: 0.28, VP 0.29 ----------� I I I I I I I I I I I I I CX15/AN281 Quantity - 3 NOA: FL12496.2 casem( NOA: FL15727.4 awning NOX FL17720.2 mull 0.79. SHGC: 0.28, \M. 0.29 H window CX15 Quantity - 2 Left hand NOA: FL12496. DIP +34.7/-46.0 U-factor: 0.79, SHGC: 0.28, VP 0.29 D window CX15-3/AN281-3 Quantity - 1 NOA: FL12496.2 casemen NOA: FL15727.4 awning NOA: FL17720.2 mull DIP +31.5/-34.4 _ U-factor: 0.79. SHGC: 0.28, VT: 0.29 J window CW14 Quantity - 2 Left hand NOA: FL12496.2 DIP +35.3/-38.3 U-factor: 0.79, SHGC: 0.28, \M. 0.29 K window CW 14 Quantity - 2 Right hand NOA: FL12496.2 DIP +35.31-47.3 U-factor: 0.79, SHGC: 0.28, VT: 0.29 E window CN 1451FF2020 Quantity - 1 Right hand NOA: FL12496.2 casemen NOA: FL15954.1 Fixed NOA: FL17720.2 mull DIP +34.8/-37.7 U-factor: 0.79. SHGC: 0.28, VT: 0.29 111�11•I M window C15/AN21 Quantity - 2 Right hand/Stationary NOA: FL12496.2 caseme NOA: FL15727.4 Awning NOA: FL17720.2 mull . 0. SHGC: 0.28, VP 0.29 rn 0 lL fM a p - NL)LL E CO CM * L m ui x E ob NQ:W -a co co COQaCO E °� ic�o p p M 4)Ln HU-N�:1' CD c �CO Co N 17• N L L L" ,. I CL 0 N C. Z C� C C Q V C O O CO) N C) 2 OLO 0 Cc U 0 J �0 O U 3/4.. o I =-I JOB NO SHEET A2 OF 6 SHEETS R window O window P window T window CW15 L window P3060 P4060 C15 Quantity - 3 FF5418 Quantity -1 Quantity - 1 Quantity - 2 Right hand Quantity -1 NOA: FL15905.1 NOA: FL15905.1 Right hand NOA: FL12496.2 NOA: FL15905.1 D/P +33.9/-36.9 D/P +33.3/-43.2 NOA: FL12496.2 D/P +34.9/-37.9 D/P +35.3/-38.3 U-factor: 0.81 U-factor: 0.81 D/P +35.3/-47.3 j U-factor: 0.79, U-factor: 0.81, SHGC: 0.31 SHGC: 0.31 U-factor: 0.79, SHGC: 0.28, SHGC: 0.31 VT: 0.25 VT: 0.25 SHGC: 0.28, VP 0.29 VT: 0.25 VT. 0.29 -----------I �= I I 10 I �� 83114''unk 8 S window CW25 Quantity - 1 Left/Right hand NOA: FL12496.2 D/P +33.3/-36.3 U-factor: 0.79, SHGC: 0.28, VP 0.29 - - - - - - - - - i ' F/ � I ` I � ` I L II ------------, I I I I I I I I I I I I I I I I I I I I # 1 door FWOD 6080 APLR Quantity -1 NOA: FL14285.3 D/P +31.7/-40.1 U-factor: 0.66 SHGC: 0.21 VT. 0.17 I I I I I I I I I ' ' ' ' ' ' ' ' Activ / s ive i _ I n0 I I ' I I I I \ ' ' I ' ' I I I , , , Active/Passive ---------------, I U-factor:0.7 SHGC: 0.28 ' I \M 0.29 --------------- I1 # 2 door FWOD 2980 AR Quantity - 1 NOA: FL14285.3 D/P +33.6/-36,, U-factor: 0.66 SHGC: 0.21 VT. 0.17 flp�� # 4 door FWOD 5480 APLR Quantity -1 NOA: FL14285.3 D/P +32.0/-35.0 U-factor: 0.66 SHGC: 0.21 VT 0.17 � Active/Passive # 6 door FWOD 5080 APLR Quantity -1 NOA: FL14285.3 D/P +32.1/-35.1 U-factor: 0.66 SHGC: 0.21 VT. 0.17 p Active/Passive m 0 114, Ld t: c'M M ACDVLL O N CD d M m co ui x E o0 NaW&o cc co ¢ CL OM O - LE I�: "! d � d � `� • X V Z l0 Lf7 ID _ v J�G.dS Q N Cl S- Z JOB NO SHLST A3 OF 6 sHBETs c EXTE 3 15/16"- N 7 1/2" Track depth SILL SECTION Cross section Door # 3 EXTERIOR Cross section Door # 7 EXTERIOR 9 3/8" a IJ/1n EXTERIOR Cross section doors 1,2,4,E EXTERIOR —6 15/16 7 1/2 Andersen hinge door detalls M ui -t c`'',,• >. m U u. ON �W UX Eco' 0 N a W M 00 m mQIL O C M 0 co I— LL N L N go,• L v LLLcor► X G1 LD J d z 0 , a N Z � � Z V C C o 0 U = 0 Ito 0 U DATE S/1 O/17 SCALB 3" — 12•' J08 T70 ied Floor SHEET A5 concrete floor OF 6 SHEETS 22" CD 31" 8 8 8" J"Ox2j" BLUE TAPCON Roc u "0x3" BLUE TAPCON 1. FIRST COA 5 WET MILS VULKEM 350 NF W � M ANCHOR WITH 1 " ANCHOR WITH 1j" 2. CAULK BUCK U R AND AT FACE WITH VULKEM 116 �� V LL MINIMUM EMBEDMENT MINIMUM EMBEDMENT ° N p 3. PRIME BUCK OR ST L WITH TREMCO PRIMER d STAGGERED p 1" 1" SHIMS STAGGERED p ° N 4" SHIMS ° 2 B 4 VULKEM 350 NF (2 COATS) 6^ 4. APPLY SECOND COAT 1 5 WET MILS TO MASONRY AND BUCK p� CJ ems+ TSILICA AGGREGATE 5. APPLY SIUCA AGGREGATE EXTERIOR PERIMETER. (NOT BUCK) QQC m i ° 3„ 15 TYP. MASONRY WALL ?°" 1 (NOT IN BUCK AREA) W TYP. MASONRY WALL BB 2X WOOD ) a fQ co co ° d 9 ° BU m ccQdC9 ° ° U ° °° BUCKING G co ° ° r Li ° ° ° p ° e��, t p N In co F ° ° p ? e ° ° uxao n H Ll_ N ° p M rLr m U INTERI p MIS � A � p ° (BY 0 ERS) W 4 ° CANT BEAD VULKEM 116 °° C 00 AT ALL VERTICAL TO 0 00 N / • HORIZONTAL TRANSITIONS 4 "0x4" BLUE TAPCON ° ° '_ � co Z J" Ox5" BLUE TAPCON °ANCHOR WITH 1j" ° 1 X WOOD v 2X ZOD BUCK , , BUCK EXTERIOR WALL L LL ANCHOR WITH 1j" MINIMUM EMBEDMENT °� (BY OTHER) MINIMUM EMBEDMENT ° K d vL p SEALANT WIRE LATH J a (D� Q SEALANT (BY OTHERS) Z ' o TYPICAL �CAL WALL ANCHORING TYPICAL WALL ANCHORING / A I i P I D IXAND 2X BUCKING ATTACH TO MASONRY WALL STUCCO N (2) 2X BUCKING ATTACH TO MASONRY WALL (BY OTHERS) (2) 2X WOOD BUCK 33""0x2j" BLUE TAPCON TYPICAL WATERPROOFING 8 18, 1$" 4" SHIMS ANCHOR WITH 1j" G WINDOW WATERPROOFING p% TYP. MASONRY WALL MINIMUM EMBEDMENT 4" 18 SHIMS "0x3" BLUE TAPCON FROM END AND 12" C.C. ANCHOR WITH 1j' STAGGERED p° 3„ Z7 (I1 MINIMUM EMBEDMENT 4" ° TYP. MASONRY WALL ° L FROM ENDS AND 12" C.C. U p iv 2g° STAGGERED o 1, �N o _r m d o °1� w 14 �N U-o r ` W k' ? iD � o o �, o O IN 1' O • • V W 1 ° x 1 4„ C w 48 rxro W p° 2j" p (2 1X C N OD BUCK J"0x3j" BLUE TAPCON d "0x5" BLUE TAPCON ANCHOR WITH 1j" °, O STAGGERED °N ANCHOR WITH 1j" MINIMUM °° p e MINIMUM EMBEDMENT 6" EMBEDMENT 6" AND 16" C.C. FROM ENDS AND 16" C.C. N SEALANT SEALANT 1" 01p� U) TYPICAL WALL ANCHORING E TYPICAL WALL ANCHORING • • rn B c o0 (2)1X BUCKING ATTACH TO MASONRY WALL o (2) 2X BUCKING ATTACH TO MASONRY WALL p V L 8^ 8" SHIMS iv L L A,. i" SHIMS (l± co TYP. MASONRY WALL • C E TYP. MASONRY WALL U ° ° U DOUBLE ROW (73 U) J OF ANCHORS (TYPICAL) N o p p 2'° N (� w ° =� 0 z ° 3. N z 1, W 7f � j KCO X10 w Q N• OTE: o cx3ECKEn W SPACING SHOWN IS MAXIMUM. Kco p p J" 0x2j" BLUE TAPCON p REFER TO ANCHORING DETAIL � DATE 2X WOOD "0x3" BLUE TAPCON °° ANCHOR WITH 1j° SHEETS FOR SPECIFIC SPACING. ip W SCALE BUCK MINIMUM EMBEDMENT 6" ALTER LOCATION AS REQUIRED I o x rs ANCHOR WITH 1 TO MAINTAIN A 3" C.C. <1 W Jos ivo MINIMUM EMBEDMENT 6" FROM END AND 16" C.C. ANCHOR SPACING MINIMUM SHEET FROM END AND 16" C.C. SEALANT SEALANT *TMYP!�CA�L�FRONT VIEWA6 TYPICAL WALL ANCHORING F TYPICAL WALL ANCHORING TYMB ANCHORING PATTERN C 1X BUCKING ATTACH TO MASONRY WALL PF 6 SHEETS 2X BUCKING ATTACH TO MASONRY WALL Design Data Wind Velocity (mph) Risk Category Exposure Category Directionality Factor Internal Pressure Coefficient +/- Company: Gunn's Quality Glass Prepared By: Kevin Gunn Client Name: Coastal Construction & Design Inc. Job Description: Project Number. DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Building Data 140 Mean Roof Height 2 Building Width (ft) D Building Length (ft) 0.85 Roof Slope (x:12) 0.18 Design pressures listed below are: Halbert Lot 52 Watersong 31 28 76 7 Allowable Stress OPENING MARK A B C D E OPENING DESCRIPTION CX15-2 C15 CX15/AN281 CX15/AN281-3 CN145/FF2020 CN145/FF2020 CX15/AN281-2 CX15 CW14 CW14 C15/AN21 FF5418 P3060 P4060 LOCATION ZONE 4 4 4 4 4 4 4 5 4 5 5 4 4 5 4 4 5 5 4 4 4 4 4 OPENING ELEVATION 4 4 15 1 15 15 15 15 15 15 15 15 20 25 25 25 25 25 4 4 4 15 15 25 25 OPENING DIMENSIONS WIDTH INCHES 63.25 24.125 31.5 95 20.5 20.5 63.25 31.5 29 29 24 63 36 48 29 57 24 72 32 126 64 274 60 126 HEIGHT (INCHES)PERSSURE 60 60 81 81 74 74 81 60 48 48 81 20 72 72 60 60 60 96 96 . 96 96 120 96 96 MAXIMUM POSITIVE (PSF) 33.1 35.3 34.0 31.5 34.8 34.8 32.4 34.7 35.3 35.3 34.3 35.3 33.9 33.3 34.9 33.3 35.3 31.7 33.6 30.4 32.0 28.1 32.1 30.4 MAXIMUM NEGATIVE PRESSURE PSF -36.1 -38.3 -37.0 -34.4 -37.7 -37.7 -35.4 -46.0 -38.3 -47.3 -45.3 -38.3 -36.9 -43.2 -37.9 -36.3 -47.3 -40•1 -33.4 -35.0 -35.1 -33.4 F G H i K M L O P R CW15 CW25 C15 S T # 1 FWOD6080 # 2 FWOD2980 # 3 SGD10680 # 4 FWOD5480 # 5 SGD274010 # 6 FWOD5080 # 7 SGD10680 4 Wk STRUCTURES INTERNATIONAL, LLC -Pm4ding siffige sewcons to cwpiex Prcere- Width of End Zone (a) in feet = 3 8/11/2017 9:57 AM