Loading...
326 PLAZA 16-WIND-508 WINDOW PERM APP 3-z 'Nt0-`5-c-�- INVOICE # +� City of Atlantic Beach INV-1398 ' 800 Seminole Road Date Due: 10/14/2017 Atlantic Beach, FL, 32233 SOLAR HOME DEVELOPERS LLC 2425 Bentshire DR JACKSONVILLE, FL 32246 Invoice Date:9/14/2017 Record p Record Type Fee Group Fee Description Quantity Amount 16-WIND-508 RESIDENTIAL BUILDING BUILDING PERMIT RENEWAL 0 $125.00 BUILDING PERMIT 1 $125.00 BUILDING PLAN CHECK 1 $62.50 STATE DBPR SURCHARGE 1 $2.00 STATE DCA SURCHARGE 1 $2.00 $316.50 Invoice Total:$316.50 Please send your payment to this address: 00.- Printed:Thursday,September 14,2017 4:36 PM 1 of 1 �- ?S�•L`1 f�� ATLANTIC BEA PERMIT RECEI evi n 1 tc/Y t i Y1 �0 1 day PERMIT DESCRIPTION: WINDOW REPLACEMENT IN GARAGE �5 P-errn�T PERMIT NUMBER: 16-WIND-508 Ire plodiG -XY, S e-ec T ADDRESS: 326 Plaza 324 ).,- OWNER: / DATE ISSUED: FEES DUE: PLAN CHECK FEES $62.50 BUILDING PERMIT FEE $125.00 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Totals: $191.50 01 pvS 7 to c .S ©� E 4� Z 01 1 L eS � , BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH C7 C E COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904)247-5845 Job Address: Permit Number: !/IV0�! (1(�p2Cli1 Legal Description �; b l 4 p arcel# /io Q Of-060,9 u 1/moi 4W oor ea o q. t, q t Valuation of Work �„� ,,,,, Proposed Work heated/cooled non-heated/cooled �GcJI/Ida w Class of Work(circle one): New Addition teration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esidential If an existing structure,is a fire sprinkler system installed? (Circle one): o N/A Florida Product Approval# L- .(� L- 06 For multiple pro4ucts use product appfoval form Describe in detail-the type of work tc '-e performed: / Prove Owner Information: rty 1 Name:_(l� �C s� ��2� Address:z�f . q7 S�t 7� ��� F-C3A32 City State�Zip Phone j!;2(rw (2 x E-Mail or ax#(Optional) AIAM d Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: —Wi2r A6/'neC,,Qualifying Agent: ! l" Address:c /' citv V4 S State Zip Office Phone Job Site/Cont ct Number Fax# State Certification/Registration Cr Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address y Bonding Company Name and Address Mortgage Lender Name and Address p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Worlc,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUi NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type ojYwork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, 'state, or local law regulating construction or the performance of construction. Signature of Owner -I/ Signature of Contractor Print Name � � / .7�'�� P ame K� YI C...... �1.��1...h...._........................_........._....._....... Before e '�' B fore e this D f-L �+.� 20 th s Day o a s "Y'.' sNtGINDCESPE�f _: lAtsstptc-� F� 1,6 ERIN F.KELLY ;•: y : EXPIRES:October 6,2019 otary Pu ty PUblk,Stale of Fbtlde i Underwriters Coromisslon#FF 910710 Y lic My m mn:e0res A418,2019 Revised 01.26.10 sf=Llr City of Atlantic Beach Building Department APPLICATION NUMBER Toheassi -assigned — ---- 800 Semmo e odd ( 9 ythe Buifdmg Department.) Atlantic Beach, Florida 32233-5445 S� Q Phone(904)247-5826 • Fax(904)247-5845 0 01119" E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:3Z� P(—f}Z ent review required Yes o Bui Applicant: (_.�� 0 (Yl r� Planning &Zoning Tree Administrator Project: I I )O uj �F P ie� Public Works Q I QS BALL Public Utilities �U Public Safety I PJ �� S Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date 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: APPLI TION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: � '? BUILDING PLANNING &ZONING Reviewed by: , / [ Date: TREE ADMIN. Second Review: []Approved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: 2evised 07/27/10 i I SilverLine � P WIND0WS • D00RS 51 ;j n Andersen Company 25 MAX.ORALN W 48.00 MAXVE.OVERL HAIDTHLL 09 m f E 1 SILVERLINE DRIVE, NORTH BRUNSWICK,NJ 08902 If o° 55.25"MAX.OVERALL FIN WIDTH FRAME WIDTH _ 8 � SERs y r 52.00"MAX.OVERALL F SERIES 2300 - MODEL 2301 RAME WIDTH• EXTRUDED VINYL SINGLE HUNG WINDOW ZN W/ NAILING FIN _ _ _g _ _ � � 3 OW "NON-IMPACT' LL z J i w o > > ' o W _ G NW GENERAL NOTES a S u l a rs 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code a (FBC)structural requirements excluding the"High Velocity Hurricane Zone'(HVHZ). X 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to X base material shall be beyond wall dressing or stucco. g 3. When used in areas requiring Wind bome debris protection this product is required to be Z protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 1 — (ORIFL) 4. Site conditions that deviate from the details of this drawing require further engineering 0 analysis by a licensed engineer or registered architect. OVERALL OVERALL MAX. DESIGN PRESSURE(PSP) FIN FRAME D.L.O. GLASS " N DIMENSION DIME=NSION DAMENSION TYPE POSITIVE NEGATIVE TAlIE OF COMEMS 39.25"x 65.25" 36.00"x 62.00" 31.69"x 20.00" +50.0 -50.0 0 0 2 U SNIT• DESCRkII'MN 55.25'x76.25' 52.00"x 73.00" 47.69"x33.50" +30.0 -30,0 are: 1128109 1 Typical elevations,design pressures&general rates Gl sour 9 N.T.S. 2 Horizontal&vertical cross sections 48.00"x 96.00" 43 69"x 28.00"(X) +3Q.Q _� RSHEET gnZ m g 3 Horizontal&verticol cross sections ; n 4 Buck&frame anchoring 51. 8 39. +20.0 -20.0 DRAWINGe o loan detail&c nh U 5 °o •NOTE:MAX.OVERALL FRAME HEIGHT AND WID OCCUR ON SEPARATE UNITS g 0 PERMITSSEE REQUIREMENTS A CONDITIONSADDITIONAL ON JOB SITE FOR REVIEWED BY:__.121� DATE; 3� EACH INSPECTION QC' ' n n 24 27 ^ ~ �aWZrg // zE� E 23 25 �`yos€tea ,,; 1 O E 26 :g �{ 4 20€��Vg 22 9 £r 3 / U EXTERIOR G1 INTERIOR X NOTE: SEE 1.LOCATE OPERATING SASH LOCKS 7.5" 3pO SEE �Z FROM EACH END OF THE ACTIVE t 1 NOTE 2 10 NOTE 1 o MEETING RAIL,FASTEN WITH(2(#8 x 3/4" SELF TAPPING SCREWS. 2.LOCATE SASH KEEPER 6.5"FROM EACH 14 END OF THE MEETING RAIL,FASTEN 8�— o 2 WITH(2(#6 x 3/4"SCREWS. !2 N U y =U 2 12 3 a a 27 18 m 25 16 44 6 V) ' z ° 2 26 17 20 19 °•n ° 15 7 G1 INTERIOR �— �1 26 � c z z _ / z O m e Z I U g -TL 1/28/09 z 1-1/4"MIN. 23 9 ° ° . ° aC 2 EMB.TYP. EXTERIOR a ° ° 27 � N.T.S. � AL m cw_1 HORIZONTAL CROSS SECTION 2 DRW� L� � VERTICAL CROSS SECTION �= � P 6FL-12088.8 0 a SX[Ef Z OF 5 K 4 � n d� Q n man o3� y 22 U EXTERIOR G1 INTERIOR X NOTE: 3 1.LOCATE OPERATING SASH LOCKS 7.5' SEE FROM EACH END OF THE ACTIVE 1t NOTE 2 SEE z� o MEETING RAIL,FASTEN WITH(2)#8 x 3/4" 10 NOTE 1 3 � SELF TAPPING SCREWS. 17 2.LOCATE SASH KEEPER 6.5 FROM EACH � <N END OF THE MEETING RAIL,FASTEN U — 14 0 0 2 WITH(2)#6x3/4"SCREWS, Nv z 3 o = 12 S Q3 a a m t 32 4 18 16 6 z z 26 17 N 19 cr cr 15 7 GI INTERIOR 20 5 0 2 26 J z n 32 0 O po y Z U 31 9 DATE 112810-9 °_ g SLE: N.T.S. °EXTERIOR � 1 22 DW.BY: AL m g 1 HORIZONTAL CROSS SECTION 2 4 LFS ; 3 3 VERTICAL CROSS SECTION w+DRM�No�8 0 0 N g SXEET 3 of 5 Y 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT r' OF RECORD BASED ON WIND LOADS o €n a AND THE CLADDING BEING USED. z b 6"MAX. c� g P ON CENTER ° Z 090 5 , � U N 6"MAX. } goo EN� TYP. 24 TYP 23 ON CENTER 2X BUCK € TYP. 31 2X BUCK FRAME MASONRY c OPENING M MASONRY u v z o OPENING o Z Z m v' O O W= yyW vd JC..U' Q m F Z K O N0 O M BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING MASONRY 2X BUCK 2X STUD N • _N cc K CONCRETE ANCHOR NOTES: 1.Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2.Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as"MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortarjoints,additional concrete a screws may be required to ensure the maximum on center dimension is not exceeded. o � 3.Concrete anchor table: o 0 , Z U ANCHOR ANCHORMINIMUM MINIMUM CLEARANCE MINIMUM CLEARANCE TO DATE 1128109 = TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJACENT ANCHOR sruE N.T.S. ' my 1/4^ 1-1/a° z-vr' s" Mr.fff: aL 3 owc.er: LFS M ELCO 1/4- 1.1/4" 1" 4" DRAW 0 N0" P FL-12088.8 °o N SNEE! 4 OF S Q 60 BILL OF MATERIALS o oVNI ITEM DESCRIPTION MATERIAL e 4 1 EXTRUDED PVC MAIN FRAME#52-2601PVC _ a' _ g 2 EXTRUDED PVC SILL#52-2603' PVC 1 �� g �' 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-3557' PVC 8 a g€ W 4 EXTRUDED PVC MEETING RAIL#52-2907* PVC 0.87' E s 5 EXTRUDED PVC TOP RAIL#52-2908* PVC 5/B'OVERALL ;1 EXTRUDED PVC GLAZING BEAD 0 R 6 EXTRUDED PVC BOTTOM LIFT RAIL#52-2949' PVC THK.GLASS "" 7 EXTRUDED PVC STILE* PVC 30 � 8 EXTRUDED PVC GLAZING BEAD KEEPER #52-2317* PVC 3/32"ANNEALED n26 4 g 9 EXTRUDED PVC GLAZING BEAD VERT.&HORT. #52.2217' PVC IoI 0'79" a .501 vo 10 OPERABLE SASH LOCK L 11 SASH KEEPER STEEL D AIRSPACE 12 FIXED MEETING RAIL REINFORCEMENT#51-2919 STEEL 3/37'ANNEALED l 14 LOCK RAIL REINFORCEMENT#51-2821 STEEL 2 15 BOTTOM LIFT RAIL&SASH REINFORCEMENT STEEL 7/16„GLASS 16 WINDOW SCREEN BITE �1 EXTRUDED PVC GLAZING BEAD z 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH ULTRAFAB Keeper 3 w 18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL ULTRAFAB Gl GLAZING DETAIL m Z 19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB rs S 20 WEATHERSTRIP VINYL BULB.187"x.375'0 AMESBURY 0.79" 0 22 GLAZING COMPOUND DOW#1199 SILICONE _ J b 23 #8 X 7PPH SMS STEEL 4 a 24 114"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL ) o o 25 2X BUCK SG>=0.55 WOOD o o m e 26 1/4"MAX.SHIM SPACE MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI _EXTRUDED PVC GLAZING BEAD a 27 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 0.67' 00 30 IMERCEPTSPACER STEEL _ { 31 #8 X 2-1/2"PPH SMS STEEL j 3 32 12X FRAMING WOOD o 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED L 0'8 0.74" BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". �--II— 0.04" n �—L Z 0.048" 0.06" o �~2 69 lY L K RAIL P 11 LOCK N L _BOTTOM LIFT RAIL d SASH c 2.69"--I Remtorcement Reinforcement RenforM Iz N O 0.055' h 1.16' 'o f I 0.065 to (� 3 1 0.064" — Z Q 0.07" DATE. 1/28/09 Q 0.91" F—� 1 ur SME,1.16" N.T.S. o DVr-eY: AL m i PVC MAIN FRAME Z PVC SILL 4 EXTRUDED PVC MEETING RAIL S EXTRUDED PVC TOP RAIL 6 EXTRUDED PVC BOTTOM LIFT RAIL EXTRUDED PVC STILE cNx a1: LFS DwmND No, a TL-12068A °o N i SHEET y5 of Y Silver ine" byAndersen =N, 51.25'MAX.OVERALL RN WIDTH 7 Z WINDOWS • DOORS FRAME OVERALL yy� 55.25'MAX.OVERALL FIN WIDTH ii��''"'*r P„``�,, o i "52.0MAX.OVERALL - a0 r 0 I FRAME WIDTH' �: E mm i m oa. chi SERIES 2200/2300 - MODEL 2201/2301 1. o m a a E o z EXTRUDED VINYL O I SINGLE HUNG WINDOW s o Z w/ NAILING FIN = = s 3 u W Q G y O "NON-IMPACT' ° 0 >y O 0 LUGi xC " o a o �/ a a GENERAL NOTES y /` X to 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida �� $ Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" d (HVHZ). N V O N 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to (ORIEL) W z o base material shall be beyond wall dressing or stucco. z 0 e 3. When used in areas requiring wind bome debris protection this product is required to be Q protected With an impact resistant coveringOVERALL OVERALL MAX. DESIGN PRESSUREPSF ( that complies with Section 1609.1.2 of the FBC. GLASS ) FIN FRAME D.L.O. g 4. Site conditions that deviate from the details of this drawing require further engineering DIMENSION DIMENSION DIMENSION TYPE POSITIVE NEGATIVE i analysis by a licensed engineer or registered architect. 39.25"x 65.25" 36.0"x 62.0" 31.69"x 28.0" +$0.0 50.0 v wO14 S 39.25"x 75.25" 36.0"x 72.0" 31.69"x 33.0" +45.0 45.0 "T o � TABLE Of CONTENTS ----- --- - — -------- 8 SHEET# DESCRIPTION 55.25"x 76.25" 52.0"x 73.0" 47.69"x 33.50" G1 +25,0 -25.0 GATE: 10/24/11 1 Typical elevations,design pressures& enerai notes _ o N.T.S. s 51.25"x 99.25" +'10,0 -'20,0 owe,BY: KV m "X 62.0"(0) 4 Buck&frame anchoring CHK.BY-. LFS 51.25"x 87.25" 48.0"x 84.0" 43.69"x 39.0" +20.0T-20-0 en�vnHc5 Bill of materials, lazing detail&componentsLFL-14911.14 b 'NOTE MAX.OVERALL FRAME HEIGHT AND WIDTH OCCUR ON SEPARATE UNITS H SHEET 1 or 5 6 9 27 O4 23 25 ''� ` �� n 3 a 2 26 g Ea z `0 9 V € `z EXTERIORINTERIORINTERIOR a NOTE: 1.LOCATE OPERATING SASH LOCKS 7S" FROM EACH END OF THE ACTIVE SEE 3o v X MEETING RAIL,FASTEN WITH(2)M8 x 3/4" 11 NOTE 2 10 SEE i z SELF TAPPING SCREWS. NOTE 1 2.LOCATE SASH KEEPER 6.5 FROM EACH 17 r as w END OF THE MEETING RAIL,FASTEN � m �(n d WITH(2)#6 x 3/4"SCREWS. 9 14 = W i 3.REINFORCEMENT IN LOWER SASH REQUIRED � � � � oc o ONLY FOR BOTH HEIGHT>62"AND S y o 0 LL D.P.>25 PSF. 12 o F x R 2 Q 3 &I 27 4 18 Z 25 16 0 g N ° 246 � z S ° ° 15 SEE NOTE 3 s On q 26 17 2019 N � 7 G1 INTERIOR o . a 2 26 �^ z ° w Z 25 n z 23 9 • a ate: 10124111 °_ 0 1 EMB. EXTERIOR ° a ° • 27 SME N.T.S. o EMB.TYP. 1 22 ° axc.BY: KV m cwc.BY: LFS ; 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTIONp auwux:NO, LA 2 2 FL-189.1.1.bA o SHM_2_OF 5 O c p O I v ••......Tok,� PILN?TERIOR m 3 / g Zgi� 00. NoZ aNOTE: uj EXTERIOR X 1.LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END OF THE ACTIVE SEE o MEETING RAIL,FASTEN WITH(2(#8 x 3hC 11 NOTE 2 SEE z Z SELF TAPPING SCREWS. t0 NOTE �F 2.LOCATE SASH KEEPER 6.5'FROM EACH 17 END OF THE MEETING RAIL,FASTEN m �N d WITH(2(#6 x 3/,V SCREWS. 14 = swi 3.REINFORCEMENT IN LOWER SASH REQUIRED 9 - Ncr ONLY FOR BOTH HEIGHT>62"AND Z o 2 D.P.>25 PSF. 3 12 R Q 3 a a t 32 4 18 g z � 16 Nz 6 � z a 15 SEE z 26 17 NOTE3 h$ — 7 Gl 19 0 INTERIOR c o 2 26 ^ zLi s 32 Nqo E i n N^Z U �+ DATE: 10/24/11 e 31 90 EXTERIOR : N.T.S. 0 1 22 owc.BY: KV m m cwu.BY, LFS ; 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 3 *FL-34911:34 0 sin 3 OF j Y a d 2X FRAMING TO BE DESIGNED `�A Q!.i m BY THE ENGINEER OR ARCHITECT 9. ��'yy OF RECORD BASED ON WIND LOADS=X' JC Li n AND THE CLADDING BEING USED. �Z 4"MAX. * -o 0 O.C.(TYPJ c M �j O.C.(TYP.( 2" 2 (n•P•( (TYP.I �I ITYP•1 l Itl 11��� �s Z 4 Ea 9 tg d oa ma`a� 24 �, 23 C zo P. 0TYP. `W 2X BUCK 31 3a 2X BUCK TMP FRAME ag5 MASONRY 1' MASONRY 4 OPENING OPENING O I` m� OI N O a C_ .. . . . . . . . . . z BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING N MASONRY 2X BUCK 2X SND w z z � CONCRETE ANCHOR NOTES: z: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Q edge distance to mortarjoints. 2.Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to vw maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. z 3.Concrete anchor table: •2= ANCHOR NCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE -�° TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT n O m EDGE ANCHOR N_o 0 ITW $ 1/4" 1-1/4" Z" 4" z TAPCONe w� 10 24 11 z 6 0 o ELCO N.T.S. c ULTRACON® 1/4" 1-1/4" 1" 4" DWG.BY. KV m WOOD SCREW INSTALLATION NOTES: CW.er: LFS 3 z 1.Maintain a minimum 5/B"edge distance,I"end distance,8 1"o.c.spacing of neo�• m 3 wood screws to prevent the splitting of wood. 'FL-14911.14 0 HN SHEET 4 OF .5 � Y O "t BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 5/8"OVERALL :T. E 1 EXTRUDED PVC MAIN FRAME#52-2601' PVC iH�GLASS =z m 2 EXTRUDED PVC SILL#52-2603 PVC DO 3/37 ANNEALED tlt;j 6 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-3557' PVC %V•:, Z 4 EXTRUDED PVC MEETING RAIL#52-2907' PVC ��i y'•., ��� o a o 5 EXTRUDED PVC TOP RAIL#52-2908' PVC O AIR SPACE �'0 0 6 EXTRUDED PVC BOTTOM UFT RAIL#52-2949' PVC "'#I li�s� $ z 7 EXTRUDED PVC STILE#52-2905• PVC 3/32"ANNEALED \ ao x=j 9 EXTRUDED PVC GLAZING BEAD VERT.&HORT. #52-2217' PVC 22 s o Z A F w 10 OPERABLE SASH LOCK 1/7'GLASS \ 'y t1 9 t a \v' "� 5 11 SASH KEEPER STEEL BITE h w 12 FIXED MEETING RAIL REINFORCEMENT#51-2919 STEEL G1 TNG o 14 LOCK RAIL REINFORCEMENT#51-2821 STEEL 10L 15 LOWER SASH REINFORCEMENT#50-2938 6061-T6 ALUM. a 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL 8,SASH ULTRAFAB Z 18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL ULTRAFAB Z w 19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB Z 20 WEATHERSTRIP VINYL BULB.187"x.375"0AMESBURY 0.68 u s S 22 GLAZING COMPOUND DOW#1199 SILICONE z d 23 #8 X 7'PPH SMS STEEL ry W N 24 1/4"X 2-3/4"ELCO OR TTW CONCRETE SCREW STEEL 0 0.78" 084 i 25 2X BUCK SG>=0.42 WOOD 1--r LL 26 1/4"MAX.SHIM SPACE �y�0,036• o o m o R -3,000 PSI MIN.CONCRETE CONFORMING TO ACI 1%. 0.05- MASONRY a a 27 CONCRETE c 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ?/ 30 INTERCEPT SPACER STEEL 12 Re6ifKorc�IemenlF 4 Sash Interbck y GLAZING 31 #8 X 2-1/7'PPH SMS STEEL 32 2X FRAMING SG>=0.42 WOOD i 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 1.16" a o�^ BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". O a 0� fn 0.18" —I f-- o L�— -r 08 z rn 0 03" 10 — r U r` i --��--0.05" 023 �I F- zd r—2.69" 2.69"--I 2.69" o LO R H y 4 �mc WA 14 RehfarcemeM wL 15 Reinforcement o.ow D IQ L1.1� 0.91"� naoIT Z 1L o a 0.065' S L doe 10124111 i cI 0.065' to_ 0 .065' cwc.scut: N.T.S. m' !� 0.91"F�� T 1.16„ TO T w. er: KV ; er: LFS PVC u o DpAwm No.: 1 7 2 w/ �IaPtbrwq r.\EXTRUM FK P RAIL6 DED OTTOM LIFE RAIL *FL-14811.14 a o SHEET 5 of 5 p