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105 Wheatfield Cir - BR04-001856 (CELERY LAKES) (SFR) (A)D PERMIT ADD/E,S CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Maronda Homes Inc. of Florida 1101 N Keller Rd. Ste. F Orlando, FL 32810 CRC058496 407-475-9112 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION - lelr!A "uej woo) PERMIT # ��^ DATE ��/ ,0 / 0i PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 1 ,. \houses\b RIDGE VENT 12 51 F«ERgLASS SHINGLES 12" DMF RETUf ON LATH/FRAA 10 A D a�ICE RIGHT SIDE ELEVATION V8" - r -D' ETCHED D.M-F QUION CORNERS 12' x 18' (TYP.) FRONT FACE ONLY VINYL 41DING D.M.F, ON BLOCK 15 \ ALUM. SOFFIT UNDER 24" CANTILEVER (TYP.) APPROX. GRADE 12 5F ETCHED D.M.F. KEYSTONE (TYP) BACK Er ciinrrnnr V8' - I'-0' olid Blocking @ .Off Ridge Vents e nts Tr FBC 105.6 All Plumbing, Electrical, and MochanICOI v—, Rough -Ins Must Be Complete, Inspected, and Approved Before Requesting The Framing Inspection. V) O 4 p M 1 (>) N N J O cr?aq W 0 �Q L z �U : N i O w om Q > -wv) � 3 L LQ �o 4 0 Z �E3 tA 'Sa � o O N z ai w (n , n ' v, �`V FIBERGLASS SHINGLES 8"DMF BARREL VAULT (�12 16" FLAT OSB w/ 5 I OMF -/ yr FRONT ELEVATION V4'- I'-0' LEFT SIDE ELEVATION Vs'. r -o. m 6' WIDE ETCHED D.M.F. D.M.F. OVER FRAMING BAND (TYP) C SL _ IIT C��C JO TYP. ETCHED D.M.F QUION CORNERS 12'x 18' (TYP.) FRONT FACE ONLY UWFES PRESSURE, - 125 MPH -14.55 9.31 -131 3 2 4E 4 4 LONGITUDINAL -15.75 3 -ILL' /8.95 INTER R I� ROOF 2 ZONE 4E ANGLE LONGITUDINAL ! LONGITUDINAL -1455 END I 1 �$ ZONE IE 17.7 IE LONGITUDINAL ° ZO 27.9 185 32 WIND DIRECTION 64 RANGE DESIGN CRITERIA: (AS PER FBC 2001 CH, 1606 AND ASCE 7-98) 125 MPH - 3 SEC. GUST BUILDING CATAGORY 2 IMPORTANCE FACTOR - I.0 EXPOSURE B, ENCLOSED LOW RISE BUILDING INTERNAL PRESSURE COEFFICIENT GCp! - . OJ8 GENERAL ELEVATION NOTES: I. DMF - DECO MASONRY FINISH 2. EAV E & GABLE OVERHANGS 12' ALUM FASCIA AND SOFFITS. PLUMB CUT WITH LEVEL RETURNS. 3,INTERIOR PRESSURE COEFFICIENT IS i/- 0.18 AS PER ASCE 7 FOR ENCLOSED BUILDING, ' 9" r I 6" U - U8 ETCHEa j"O�yE SCALE: 3/' O 4 1� Q-') :tee `•., 1 abd LQ co U -1j Q w A'- SHEET: /—C � I f ppaa M i'n"Jr al nin W SHEET: /—C � I f tA I (l) *5 REBAR FULL 01 "5 REBAR FULL lI) *5 REBAR FULL FUL NGT. IN FILLED CELL HGT. IN FILLED CE IN FILLED CELL ED LLQ--�- P.T. FURRING ---P.T.FURRING J'-'HGT. (A/C AREA (A/C AREA 8" CONC. BLK ONLY) ONLY) 4 *5 REBAR w/ rl STD. HOOK 4 / 10K 8" CONC. BLK � "5 REBAR 8" CONC. 4 w/ *5 R AR w/ z z J Lu a J STD. HOOK z 4ST . HOOK 3%2" CONC. SLAB Ist N LAB FIN. IstFLOOR i i 3/2 CONC. SLAB Cn 3/2' CONC. SLAB i,FIN, SLAB FLOOR SLAB GRADE GRADE GR DE GR DE (2) "5 REBAR 20" 16" n (2)*5 REBAR 20" 2)*5 REBAR GRY TYPICAL 2 -STORY TYPICAL I -S RY NA//1T USED SCALE: 12" - 0" V SCALE: 12" - !' 0 NOT USED SCALE: 12 - 0" - o LL - z W V) `n 0 T, 2x4 STUD WALL 2x4 STUD WALL z OR P PANEL PANEL o UCT ALL SEE STOCT. WALL SEE STRUCT. WALL o c N INFO SCHEDULE ON INFO SCHEDULE ON INFO ISHEEF 1, FOR SHEET "TRI, FOR SHEET "TRI, FOR oz ACHMENT WALL ATTACHMENT WALL ATTACHMENT D. 2x4 P.T.WD. PLATE l" 2x4 P.T. WD. PLATE N o SLAB 3%2" CONC. SLAB SETBACK 3%2" CONC. SLAB ALL, SEE PLANLEDGE c,. a FIRST FLOOR FIRST FLOOR FIRST FL00 3%2" CONC. SLAB FIRST FL00 � ,z Lo o – _ – � w a — – — – – — _ GARAGE _ ^ FLOOR— GARAGE – FLOOR o O ® – — z — – — – SEE I6" *5 *5 8„ v RE AS REO'D, SEE FND. PLAN FND. AN (2) REBAR - (I) REBAR, CONT. l6" l2) "5 REBAR lNT ERIOR BEARI aNG ST 1 NT ERIOR BEARINGI STEP/BEARING STEP/NON-BEA NG SCALE: %2" • 0" NOT USED NOT SCALE: %2" - I' 0" l I SCALE: 12" • I' 0 2" - 0" SCALE: V2'- NOT USED I I I 3%2" CONC. SLAB ��% 8"' CONC. BLOCK, " , J - BEYOND PROVIDE IV2'X 5/2 I I 8" CONC. BLOCK, " � I � BEYOND PROVIDE / x l!/4 NOTE IN LOCATIONS Iwo 8" CONC. BLK RECESS AT SLIDING i i GLASS DOOR I RECESS AT GARAGE DOOR I I WHERE THERE IS A *5 REBAR IN T E 8' V I I 3l//2" CONC. SLAB .I I I 3%2" CONC. SLAB I [� THERE MUST A *5 o DRIVEWAY T HI CK'N EDGE REBAR IN THE STEMWALL THAT WELL LAP THE *5 "5 REBAR IN WALL BAR FOR 5" ABOVE FILLED TOP THE SLAB HEl T-HiCOURSE 3%2" CONC. S `° – — – — co ' r SCALE: %2" - l'-0" I (2) *5 KEBABS (0#5 REBAR N o 1 Q *5 REBAR 32" ON CENTER (2) *5 REBAR (U 05 REBAR 3%2" CONC. SLAB ®p, � 6" (l STORY _ a �0 _ (D V) "5 BAR AT MID HT. 20" (2 ST Y) 25" LAP. MIN. OF STEM WALL b o LAP BARS MIN, 25" I- � o w m wl. " RECESS SLI DER S T HI CK'N EDGE/GARAGE T HI CK'N EDGE/BEARING P T YFL FT NG INSIDE CORNER SCALE: %2" - I'-0" GRADE 90 DEG. HOOK SCALE: %2" • I' -O" SCALE: %p" - I'-0" SCALE: %2" - I' -d' " 5 TRANSVERSE BARS i� 32" O.C. NOTE: THAT /N OCATIONS e 8" CONC. BLK M oara n Li a (3) 5 REBAR " EE FL00 FOR PIE PLAN SIZE EE FLOG FOR PIE PLAN SIZE WHERE T RE IS 5 REBAR I THE A 8 4005 ��s��� .'cl, H. 3277; �v THERE�MUST — 7-- / THEREE "5 --CONC.BLK CONC. BLK REBAR INTHE ALL THAT WILL LAP *5 "5 REBAR IN "5 REBAR 2 "5 R AR WALL BAR FOR 2 'ABOVE THE SLAB HEIGHT FILLED TOP COURSE (3) 05 REBAR °� ( "5 REBAR _ �, FIN. Ist EACH WAY z , FIN. Ist ACH WAY " w 5 REBAR w/ I eKl r�_- �-- NOTES: w FLO SLAB in " 3/2 CONC. SLAB FLO R SL in Wf(//4 3%2" CONC. SLAB c� STD. HOOK 48 O.C., U.N.O., (2) "5 REBARS' !) CONCRETE SHALL BE 2500 PSI MIN. 2) STEEL WILL BE GRADE 40 MIN. N a N, v SEE NOTE��i�i�., I 3)WALL FOOTER SHALL BEAR ON ° I o„ - CLEAN COMPACT 2000 PSF SOIL MIN., z Q a N o 4) BACK FILL SHALL 8E CLEAN, GRANULATED, - o 0 0 � o o WELL DRAINED SAND 5) ALL CMU CELLS SHALL BE GROUTED SOLID ",,,,-(2) "5 REBAR w/3000 PSI GROUT MIN. o SEE SEE FND. PLAN FND. PLAN l'-8" SHEET: STEMWALL FOOTING ----STEMWALl FOOTING DESIGNED TO 72" HIGH MAX PIER DETAIL2 U SCALE: I2"' l'-0" PIER DET A #/ SCALE: %2" - 0" NOT USED DES-IGNED TO 48" HIGH MAX TYP. FTNG OUTSIDE CORNER SCALE: %2" - I' -O SCALE: %2" - I'-0" SCALE: %2" - I'-0" M O PLANT SHELF 62 8'-4" A.F.F. 3040 RAISED s67� r ARCH Gll�ilZa NITCH s 7 51-71 %" ,y MASTER BEDROOM ELEVATION GENERAL FLOOR PLAN NOTES: ALL EXTERIOR WALLS SHALL BE CONSIDERED SHEAR WALLS MINUS ALL WINDOW AND DOOR OPENINGS. ALL EXTERIOR WALLS SHALL BE4" THICK CONSISTING OF 2x4 *2 SYP.STUDS ANDV2" OSB SHEATHING (TYP.) U.N.O. 40'-0" 12'-7%8" l0'-1112" IO'-IV8 s s s L 4" 25 SH 25 SH 25 SH 25 SH —'I( /2'-4" 7'-6%2" 2'-0" 8,_011 20'-0" 3 GIRDER SECOND FLOOR PLAN SCALE.V4" = I'-0" o I (2) 2x6 HDR (2) 2x6 HDR (2) 2x6 HDR BEDROOM #4 BEDROOM #3 BEDROOM #2 CARPET w/8-0 CLG CARPET w/8-0 CLG CARPET w/8-0 CLG 12'-8Vq" 13'-4V2" (2) 2x4 STUDS @ HIP GIRDER c� (2) 2x4 STUDS o HIP GIRDER v 36" x 36'x 32' A.F. . co A/C PLATFORM 6'-IO3/' 21_1, 3,_1„ 3'-3Y81, 6'-3N, 3_l, SD SD 5-0 BIFOLD 2-6 5-00 HANDRAIL ZUN. 2-6 ROD & SHELFe�j R00 &SHELF N 4-0 4-0 W SpBIFOLD BIFOLD 24"x18"R/A GRILLE, ° BELOW DOOR20 � RES 42" HIGH ROD & SHELF N N ACCESS ST 2-6(5) SH R D & SHELF `" D N `O \� ETI o 3%" MTL STUD '� YER VENT BAOPCLG `U WALL 62 24" O.C. (INSIDE WALL) czn o N "6 U W � � b 3" VTR \ / Z HANDRAIL 5 . .' o, W 3� RES. a STOP as SD 3'-2" jRff11N TO OR42"HIGH 128'-2" z OW _ , ROD & SHELF OPT, SINK8'-4 Q" ROD & SHELF � 7'-8" 0 8-0 FLAT CLG w/VINYL FLR20 DR = LQ (2) 2x4 STUDS v HIP GIRDER 3-6 x 5 D SOAKING TUB 2x4 S UDS HIP LOFT " a() CARPET w/8-0 CLG SD 42" HIGH RES. o s SD 2-6 2670P CARPET/ ® `� ° M-0 2x6 HDR 8'-0" CLG �'—/ / VFX/' C ROD & S LF (2) 2x6 HDR 4 (2)0x36 w/ 30 ALF RD 2" -55 ° 2'-7"4 ABOVE ARCH RES. 4'-0' 25 SH NITCH I STO A s 1 28.75 5'-3%8" -30.55 21-612" ��u PLANT SHELF N o @ 81-4'A. 7 -9 41-7" L E � 2 1/2.12 A 5 cam, (2)12x4 STUDS 62 HIP GlRb€R c� 4„ / MASTER BEDROOMF—D' CARPET w/VAULTED CLG ` 28 Ps _ \ (2) 2x6 HDR (2) 2x6 HDR . /2'-4" 7'-6%2" 2'-0" 8,_011 20'-0" 3 GIRDER SECOND FLOOR PLAN SCALE.V4" = I'-0" o I IP. l5 BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL NO.1 HOUSEWRAP 4'-0" tll'-7" 15'-4" 0%2" 6'•8" i 2X6 HDR 2X6 HDR 8'-0 2X6 HDR , 5'-2%q" --T 8'-0 5'-2%a' 711111 FOSBH 4 BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL NO.2 HOUSEWRAP 12'-0" I' -3%q" t ---,-6'-I" 1 -�1 15'-4" 0%2" 6'•8" i 2X6 HDR ii--� 8'-0 2X6 HDR , 5'-2%q" --T OS6 FLUSH /2" 14'-4" 15'-4" 0%2" 6'•8" i 2X6 HDR ii--� 8'-0 2X6 HDR 5'-2%q" --T /2'-0" 15'-4" 0%2" 6'•8" 2X6 HDR ii--� 8'-0 2X6 HDR 5'-2%q" --T 711111 FOSBH z„ 2" BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL NO.3 HOUSEWRAP BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL NO.7 HOUSEWRAP l9'-tI" 4'-0" --1 BAY (ALL ELEVATIONS) OSB OSB BAY (ALL ELEVATIONS) I'-3�4" ! -3%q" " PER/PLN 2X4 WALL NO.5 FLUSH 3/2 OSB 7 6/2 HOUSEWRAP PER/PLN 2X4 WALL N0.6 FLUSH 15" 6%2" HOUSEWRAP BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL N0.9 PER/PLN 2X4 WALL N0.10PER/PLN 2X4 WALL N0.lI PER/PLN 2X4 WALL N0.I2 PER/PLN 2X4 WALL N0.13 HOUSEWRAP SSB " HOUSEWRAP HOUSEWRAP HOUSEWRAP HOUSEWRAP LEAVE OUT OSB �'; 2'-4" LUSH ! -7�2 OSB F��B - FLUSH r FLUSH 3" 8'-0%2" 8'-0%2" 2' -ll u 8'-OV2" 20'-0" BAY (ALL ELEVATIONS) I' -23/a" -4-oS` PER/PLN 2X4 WALL NO.4 HOUSEWRAP BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL NO,8 J /'-23/" I -3%q" OSB FIIISH 7 -8/8 F1 11-13H --- ---- --- -- ibayburylbay-125104-wp.dgn Sep. 10, 2003 09:42:45 OSP curnruieJc POINT WHERE TWO PANELS MEET NAIL W/ 10d NAILS AT 4" O.C. t SHEATHING TOP CORNER DETAIL SCALEi NTS VOTES: 6d NAILS FASTENED P 12" O.C. BOTH SIDES '-HERE CAN EXIST UP 1.0 A %2" WIDE GAP 3ETWEEN STUDS, WHICH ;AN BE SHIMMED IN THE =IELD. A WALL JOINT DETAIL SCALE: %4' • I' -O' 91 HOUSEWRAP ;B %2 wo 15'-4" 0%2" 2X6 HDR 2X6 HDR 6'-8" 113/e" RAY (All FI-FVATIONS) ll�/e" 4 BAY (ALL ELEVATIONS) OSB OSB BAY (ALL ELEVATIONS) I'-3�4" ! -3%q" " PER/PLN 2X4 WALL NO.5 FLUSH 3/2 OSB 7 6/2 HOUSEWRAP PER/PLN 2X4 WALL N0.6 FLUSH 15" 6%2" HOUSEWRAP BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL N0.9 PER/PLN 2X4 WALL N0.10PER/PLN 2X4 WALL N0.lI PER/PLN 2X4 WALL N0.I2 PER/PLN 2X4 WALL N0.13 HOUSEWRAP SSB " HOUSEWRAP HOUSEWRAP HOUSEWRAP HOUSEWRAP LEAVE OUT OSB �'; 2'-4" LUSH ! -7�2 OSB F��B - FLUSH r FLUSH 3" 8'-0%2" 8'-0%2" 2' -ll u 8'-OV2" 20'-0" BAY (ALL ELEVATIONS) I' -23/a" -4-oS` PER/PLN 2X4 WALL NO.4 HOUSEWRAP BAY (ALL ELEVATIONS) PER/PLN 2X4 WALL NO,8 J /'-23/" I -3%q" OSB FIIISH 7 -8/8 F1 11-13H --- ---- --- -- ibayburylbay-125104-wp.dgn Sep. 10, 2003 09:42:45 OSP curnruieJc POINT WHERE TWO PANELS MEET NAIL W/ 10d NAILS AT 4" O.C. t SHEATHING TOP CORNER DETAIL SCALEi NTS VOTES: 6d NAILS FASTENED P 12" O.C. BOTH SIDES '-HERE CAN EXIST UP 1.0 A %2" WIDE GAP 3ETWEEN STUDS, WHICH ;AN BE SHIMMED IN THE =IELD. A WALL JOINT DETAIL SCALE: %4' • I' -O' 91 HOUSEWRAP ;B %2 wo 15'-4" 0%2" 113/e" RAY (All FI-FVATIONS) ll�/e" PER/PLN 2X4 WALL NO.15 HOUSEWRAP DOUBLE TOP PLATE TOP PLATE FACED NAILED w/ 10d NAILS ¢t 16" O.C. ROOF FRAMING - TOP PLATE SHALL BE SP CED OVER A 5 7 UD AT LEAST FROM BO OM SPLICE \ USP HCDP / I IIII I I I I 111 CL ON RICANEI REACH STUD MINA NAIBETWESPLICESI'l a DBL. TOP PLATE SPLICE CONN. fbc2001\struct\p1spl1ceconn.dgn SCALE: %2" - P-0" I . l rrv_n" rnl_ oI /. " 7/-03/.# Rl-" el -n" 57 SHEETS OF SHEATHING �2 4'x 8' SECOND FLOOR SHEATHING LAYOUT GENERAL NOTES: FLOOR TRUSSES ARE 16" DEEP FLOOR TRUSS ANCHORS # FA3 AT EACH END OF TRUSS AND AT 32' O.C., SET IN 4" FROM OUTSIDE OF BLOCK. X TA16 TYPICAL TOENAIL TO BEARING WALL w/ 010d NAILS FLOOR TRUSS F23 /q' OSB RIM NAIL OSB TO FLOOR TRUSS w/IOd v 16' O.C. TYP.TOP & BOTTOM CORD, ALL WEBS AND VERTICALS F23 - OSB CONNECTION DETAIL Mrs i FLOOR DECK D I FLOOR DECK E FLOOR DECK F FLOOR DECK G I FLOOR D CK H I /01-01 /0 2/q T -9 / 8 0' � 41-04 � 4'-0" FLOOR D K 8'-13/' FLOOR DECK OSB RIM 7'-1112' FLOOR DECK � BRD. I I l0'-3%2"FLOOR DECK ��I i I I I0'-1%" FLOOR DECK I Li I OSB DRAFTSTOP I f -T-T-T-T71 OSB RIM , !�" I l-104" SEE FBC 2001 SE TION BRD. i 2305.2.2 -'14 •• I r r" / 1 !0/4 I" RIM BRD. " 3 s, s I 1'-10/q 2 0 2 0" 2 -0' 2 -D" 21-1,Y4' ! -!0/4' 2' 0 2 0" 22 -1 // " 1' 10/q 2' 0" 1'-9 / 2 -2/4 " 2' 2' 0" 2 -0" 2'-0 2' 0" 2 -! / " Ix 71x Ix X X Ix Ix Ix �X XX �X X X X X Ire z I 6'-0' 4'-0" 6'-0" 4'-2%4" 1/4" cU W rll 1 — — — — ' �.. 4'-0" 6'-0" 4'-0" 6'-2%q' ... — .. ,I+ — ' L — — — — rl — USED A TRUSSE — — ' ..�.. C` .di a' -3y2' I t a ' — -O 0 G ' • 71.8' r 6" a N G I + r b "m FEL I CU- STALL 0 AND 38 OSB RI BRD. 0-4" J co 57 SHEETS OF SHEATHING �2 4'x 8' SECOND FLOOR SHEATHING LAYOUT GENERAL NOTES: FLOOR TRUSSES ARE 16" DEEP FLOOR TRUSS ANCHORS # FA3 AT EACH END OF TRUSS AND AT 32' O.C., SET IN 4" FROM OUTSIDE OF BLOCK. X TA16 TYPICAL TOENAIL TO BEARING WALL w/ 010d NAILS FLOOR TRUSS F23 /q' OSB RIM NAIL OSB TO FLOOR TRUSS w/IOd v 16' O.C. TYP.TOP & BOTTOM CORD, ALL WEBS AND VERTICALS F23 - OSB CONNECTION DETAIL Mrs i FLOOR DECK D I FLOOR DECK E FLOOR DECK F FLOOR DECK G I FLOOR D CK H I /01-01 /0 2/q T -9 / 8 0' � 41-04 � 4'-0" FLOOR D K 8'-13/' FLOOR DECK OSB RIM 7'-1112' FLOOR DECK � BRD. I I l0'-3%2"FLOOR DECK ��I i I I I0'-1%" FLOOR DECK I Li I OSB DRAFTSTOP I f -T-T-T-T71 OSB RIM , !�" I l-104" SEE FBC 2001 SE TION BRD. i 2305.2.2 -'14 •• I r r" / 1 !0/4 I" RIM BRD. " 3 s, s I 1'-10/q 2 0 2 0" 2 -0' 2 -D" 21-1,Y4' ! -!0/4' 2' 0 2 0" 22 -1 // " 1' 10/q 2' 0" 1'-9 / 2 -2/4 " 2' 2' 0" 2 -0" 2'-0 2' 0" 2 -! / " Ix 71x Ix X X Ix Ix Ix �X XX �X X X X X Ire z I 1/4" cU W rll 1 — — — — ' �.. — /I, — — — ... — .. ,I+ — ' L — — — — rl — USED A TRUSSE — — ' ..�.. C` .di I I t ' — r / 1I I I + r OSB RI BRD. J / LL LL I ILL— �. ', �Y 16' NAIL ' I 'INTE R 'BEAR I ' ' I INTE BEAR I R G �' cc USED A TRUSSE WALL ' r WALL L1 I r l.._ 1 ' — I �.. — — I r — — - -OSB FIREBL�C�CING= - - — +\ — — I — I — — — — r ` —• ' _ I _I ON FACE OF TRUSS F`S11 I •N 2A xI " NAILE (NO JOINT) /\ kr X4 LET -IN I r I r t x4 LET -IN RA ING INTERIOR, BEARING \ BRACING l ' , WALL ' I ON FACE I r I I i W OF\\TRUSS F3 — — I — 1 I- -- — - - - — t\ q r I I I t r 1 t r t I 4x16" LE1R I � I _41— — — \ I r INTE 10R t I SEE BRD OPENINGRIM # I ', i 8'-3%2"FLObR TRUS '-- 2x4 6" � R ' ' ' ' l BEAR WALL G ' I ' OSB R \ Ell I I— BOARD r J 0 •N INTERIOR BEARING BEARING /'�— �� I / 19'-63��\ Ll L1� " "'M x D' (� =P WALL FLOOR TRU OS RI \ I l " 0 \ /2 TOL BRf. /--- �t I ; .1K * P `qY\� I 0 _ - �— 23 b , 2x4 LET -IN 00 X X It I �� I \ •N I I J 2x4x16" NAILER F2� wl Al X aK aK I i lM OSB X X X X b 19 9/2' [21-13�" BRD. FLOOR TRUSS /'-10%4" 2'-0" 2'-0" 2'-0" 2'-0 ------------------------------ l'V, x l6" N RIM BRD. 1'14 x 16" oil5'- IM BRD. " 2 O" F21 � Y 0)111/4x 16" DEEP RIM BRD. BLOCKING �o H!P GIRDER LOCATION n � a F2/ --------------------------------------- I 16" x x 9 F21 SECOND FLOOR FRAMING LAYOUT IM RBRD, RIM F2 • SCALE,%4' - r-0' )EEP RIM BRD. BLOCKING BTWN 82 BLOCK WALL )EEP RIM BRD. BLOCKING BTWN 82 BEARING WALL AIL I a C O o cr ®v Q S �wa �c 20 20' I%4' x 16' OSB RIM 40.0• OSB RIM RIM BRD. BRD. .4 RECESSED PRECAST LINTEL i 8" D BLOCK T! BEAM w/ — (U *5 REBAR RADE 40) U.N.O. ZD i 2x4 SPF CONT. BLOCKING ATTACHED TO&' OSB b w/ (2)16d NAILS 7'-O" WIDE MAX, WINDOW OR W DOOR OPENING (2) 3" WOOD SCREWS BOTTOM PLATE TO 21VD FLOOR FLOOR TRUSS r WALL PANEL FACE OF GIRDER & BLOCK, BEYOND 3 -PLY GIRDER TRUSS USP UPLIFT PRE -E EKED FLOOR CONNECTOR TRUSSES .24" O.C. SEE TRUS OUT X11Z NOTE: MAY CUT BACK 2x8 P.T. �g TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE, MIN. (2) T APCON ANCHORS TO 2x8 &' OSB w% 6d NAG 62 6" O.C„ i i ENTIRE AREA WINDOW OR " DOOR OPENING 2x8 P,T,w/TAPCON HW4-234 ( I%4" x 2341')92 12" O,C., MAX DETAIL @ DBL. W DW W1 FAN P:\fbc200l\struct\WDW-DBLFAN.dgn SCALE: %2" N. 1'-0 DOUBLE TOP PLATE TOP PLATE FACED NAILED w/ 10d NAILS (�2 16" O.C. ROOF FRAMING TOP PLA SHALL BE SP CED OVER A 57UD AT LEAST FROM BO OM SPLICE USP HCDP /I I� I I 4'-0" HURRICANE 'LIP I ON EACH STUD I]MINA NAl BETWEEN SPLICES DBL. TOP PLATE SPLICE CONN. fbc2001\struct\p1spllceconn.dgn SCALE: %2" - I'-0" 25\08.dgn Sep, 09, 2003 08:24:21 N USP THDH48 0 0 HANGER 4„ GIRDER TRUSS DETAIL p:/fbc2001/struct/wdgrlder-bay SCALE: 3/- 1'-0' GROUTED CELL w/ (l) *5 REBAR CONC. GROUTED CELLS w/ (l) *5 REBAR, CONT. TO FOOTING, UNDER GIRDER *c nnnAl= ono TYPICAL BOND BEAM c CORNER fbc2001\struct\bond6eomcrn.dgn SCALE: %2" - l'-0" STRAP MSTA 12 FROM PROVIDE HCDP TO ATOP PLATE TO HEADER OUTER STUD,TYP. I rte- (SEE SCHEDULE BELOW, 2x HEADER — MSTA 18 A (2) NAILS c TOP PLATE 2x HEADER,SEE FLOOR PLAN (TYP.) FOR PROPER SIZE FRAMING, NAIL HEADER TOGETHER w/ 10d NAILS STAGG. ¢t 12'0.C,, MAX. SPACING NAIL STUDS TOGETHER W w/ 10d NAILS STAGG. c 12" O.C•, MAX. SPACING VARIES, SEE CHART BELOW 2x RIM JOIST C.M.U. BLO K SECTION A -A CONN. OUTER STUD TO RIM JOIST W/ MSTA24 MAX. JACKS 0 HEADER SIZE STUDS V STUDS v OPN'G SIZE EA. ENDEA, 4D prl END 8'-0" MAX. NGT. EA. END 10'-0" MAX. HGT. MSTA 12 o m � o o (I) 2x HEADER, SEE FLOOR PLAN FOR PROPER SIZE FRAMING 1 2 N/A 3'-3" (I J 2 2 (l) CEN. OF HDR. O LFTA6 -MAX UPLIFT • 990LBS 2 3 l!1 v 2'-0" OFF o ANCHOR FASTENING 0 SCHEDULE - MISSED EA. END OF HDR. TYP. HEAD, f bc200/\struct\wdtzeader.dgn 'R DETAIL -2ND FLOOR FRAMING SCALE: %2" - l'-0" a z STANDARD HOOK 8" CONC, LINTEL w/ (l) *5 REBAR, CONT. (GRADE 40) FILLED CELL 0000 psl CONC.) w/ (I) *5 REBAR, VERT. *5 REBAR w/ 25" LAP AND 6" MIN, EMBED. N T/ Ist FLOOR SLAB EPDXY (A & B) MIX MISSED DOWN ROD REPAIR fbc2O0/\struct\misseddwnrod,dgn SCALE: %2" - I'-0" a z ro to w a LFTA6 � a 4D prl o m � o o W O �� p O A m o O RT16 o RT/6T -MAX UPLIFT - 920LBS g RT16 -MAX UPLIFT - 700LBS O LFTA6 -MAX UPLIFT • 990LBS o RT24T-MAX UPLIFT = 1I25LBS o ANCHOR FASTENING 0 SCHEDULE - MISSED o TIE DOWN REPAIR fbc2001\sfruct\mIssedf1edwn.don NTS 0 Ll V; o� �g N c3 O ¢ C= �zo �w3 cam, L uj ix U CDLl- CL Z cn Q V uj cry U-1 cr w cz) o Q �g> �v a 4 zo cz, Ci 2 0 oQ5s � � rn L ��-4 ca W ZWV) o AA a r n r:i 4005 (407) 21 .';,. jA2 I P P SHEET: 0 W w a q PRODUCT CODE # MANUFACTURER FASTENERS MAF PRODUCT CODE # MANUFACTURER FA3 USP TOP (4) 10d x FIT' 1155 STA36 USP SIDE (2) 10d x 11,2' RT16 USP TOP PLATES (9) 10d 1105 LTS20 STRAP ANC USP TRUSS (9) 10d x 1 1/2 RT16-2 USP TOP PLATE (10) 10d 1495 MPA! & MPAIF USP TRUSS (10) lod HC520 CLIP USP (11) 8D PLATE 515 MP6F USP (6) 8D "STUD HCDP CLIPS LIR USP (4) 8d TRUSS 475 USTA12 USP (4) 8d PLATE HHCP2 CRNR CLIP USP (10) 10d X 11/2"TRUSS 675 MSTAI8 USP (10) 10d X 11/2' PLATE HTA 20 ANCHOR USP (14) 10d X 11,2' 1500 USTA24 USP HTW24 USP (20) 10d 1530 MSTA30 USP KST227 STRAP ANC. USP (34) 16d 3200 MTW18 USP LPTA USP FACE OF GABLE W/ 2x4 (10) 10d x 1"2" 1225 MSTC 40 USP END OF GAL W/_2x6 (13) 10d x ll,' LTW12 USP FACE OF GABLE W/ 2x4 (22) 10d x 14" 1,305 MTS278 STRAP ANC USP END OF GABLE W/ 2x6 (18) 10d &'x 4'-0" x 8'-0" 0S8 SHEATHING FLUSH w/ BOTTOM PLATE MSTAI8 (2 END OF EACH WALL SECTIO &4' O.C. 9" ON RIM BOARD 9" ON STUD. IIrill,, IMP6F MEND P ATE NAILED w/ (5) 8d NAIL ' , S SHOWN Q 6"OFF EACHI gORNER & 6'-0"O.C. I I 2x4 SPFO.PLATE — —L1--- -- — — —— I I I I (5) 8d NAILS PLACE AS (SHOWN I I I I I I I I I I I I RIM BOARD, SEE FLR. TRUSS LAYOUT WALL CONNECTION fbc2001\struct\wallconnl.dgn SCALE: I'= I'-0" VINYL SIDING ATTACHEI W/l %2" NAILS ALUM. FASCIA STARTER ST 114'T -NAILS THE INTO FALSE FAz>c,/H fbo200l\wall sectlon\std-2sty3v.dgn mouseswayourpuay-izowa.agn oep. vv, VINYL SIDING DRIP DETAIL SCALE: 3'- l'-0" SEE ELEV. FOR EXT. FINISH %6" 0S8 SHEATHING ON EXT. WALL w/ ALL EDGES BLOCKED MSTAI8 @ 2nd STUDS FROM END & 48" O.C., w/ 9" ON STUD & 9"ON TRUSS MP6F MEND PLATE 82 EACH CORNER & 6'-0" O.C. W OSB RIM BOARD—` FLOOR TRUSS ANCHOR SEE FLR. TRUSS LAYOUT 8" CONC. LINTEL BILK —� w/ (I) *5 REBAR, CONT (GRADE 40) FASTENERS (12) lod X 142„ (10) 16d (10) i0d X 1 Z (12) 8d + 142' (6) 8d (10) iOd (14) 10d (18) 10d (22) 10d (14) 10d (24) 16d / (0/2" ANCHOR BOLT SEE TYPICAL WALL SECTION - BLOCK FOR ADDITIONAL NOTES, DIMENSIONS WOOD SILL AND ROOF CONDITIONS R -ll INSUL. 2x4 SPF BOTTOM PLATE NAILED TO LEDGER BRD. w/ 12d NAILS @ 12" O.C. WOOD BASE 3/" T&G WOOD DECKING GLUE & NAIL w/ /Od NAILS 4" O.C. EDGES, 10'0.C. FIELD (TYP.) PRE- N 1NEERED FLOOR TRUSSES cc MAK. 24" O.C. SEE TRUSS LAYOUT TYP. SIDE W, fbc200l\wall sectlon\std-2sty2.dgn SEE ELEV. FOR EXT. FINISH /6 OSB SHEATHING ON EXT, WALL w/ ALL EDGES BLOCKED MSTAI8 @ 2nd STUDS FROM END & 48" O.C., w/ 9" ON STUD & 9"ON TRUSS MI MEND PLATE Lo EACH ---� CORNER & 6'-0" O.C. RIM BOARD, SEE FLR TRUSS LAYOUT SEE DRIP DETAILS MSTA12 v END TRUSSES & EVERY OTHER FLOOR TRUSS, 6"UP ON TRUSS 6" ON UNDERSIDE TRUSS ALUM. SOFFIT FLOOR TRUSS ANCHOR SEE FLR. TRUSS LAYOUT 8" CONIC. LINTEL BLK. —' w/ (l) *5 REBAR, CONT (GRADE 40) fbc2001\wall sectlon\std-2sty3.dgn %2" CEILING BOARD SILL SEAL OR SELF NAILING PLATES INSULATION " DRYWALL ON 4" P.T. FURRING DETAIL - 2 STORY SCALE: Vp" - 1'-0" MAX UPLIFT 735 1255 680 550 620 870 1120 1375 860 3790 4635 FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462 ,ASTM D 3161 MODEL #20YR CLASSIC AR ATTACHED w/ (6) ROOFING NAILS (1%4") PER STRIP or (2) ROOFING NAILS PER INDIVIDUAL SHINGLE. ASPHALT SHINGLES MANUFACTURED BY OWENS-CORNING 26 GAUGE GALV. STEEL 4x4 L FLASHING W #15 FELT PAPER, ASTM D 226 TYPE I or Q ASTM D 4869 TYPE 1, OVER SHEATHING L TEMPORARILY FASTENED, LAPPED 2" %6" OSB SHEATHING w/ 8d NAILS 6" O.C. EDGE & FIELD (3" O.C. �2 GABLE END TRUSS) w/ CLIPS ON PRE-ENGINEERED TRUSSES 24" O.C. (TYP.) ROOF TRUSS ANCHOR r SEE TRUSS LA OPEN BAFFEL R-19 INSUL., MIN. SEE ELEV. FOR 1 %4 ' I -IV NI L I %2" CEILING BOARD MTL.OR/P EDGE WOOD SILL OR /"STAPLE %6" OSB SHEAT INGl ALUM. FASCIA 0 - %" T -NAIL THRU ON EXT.WALL w ALL4,� PRE-ENGINEERED ROOF TRUSSES 2x4 SUB -FASCIA@ FASCIA-SOFFET EDGES BLOCKR-Il DINTO I MAX. 24" O.C.SEE ROOF LAYOUT VENTED ALUMSOFFIT SUB -FASCIA (2) 2x4 *2 SPF TOP PLATES w/ HURR. w/ F -STRIP USTA18 a) 2nd USS2x4 CLIP � EA. STUD (SEE SPLICE DETAIL FROM END & ERYNAILED TO LEDGER BRD. ON DETAILS SHEET) (2) 2x__ #2 SYF SEE ELEV 9"0N TRUSS 9 12" DRYWALL l 11-12 GA. HEADER OVER BASE MP6F MEND PL TE O ROOFING NAI OPENINGS U.N.O. 3/" T&G WOOD DECKING GLUE CORNER & 6'-0"C. W/� HE ;� �^ & NAIL w/ 10d NAILS L, 4'0.C. SEE FLOOR PLN �o SEE ELEV. FOR 1 %4 ' I -IV NI L EXT. FINISH WOOD SILL OR /"STAPLE %6" OSB SHEAT INGl %" T -NAIL THRU ON EXT.WALL w ALL4,� FASCIA-SOFFET EDGES BLOCKR-Il DINTO SUB -FASCIA INSUL. USTA18 a) 2nd USS2x4 SPF BOTTOM PLATE FROM END & ERYNAILED TO LEDGER BRD. OTHER FLOOR, USS,w/ 12d NAILS @ 12'0.C. 9"0N TRUSS 9 N STWOOD BASE MP6F MEND PL TE T 3/" T&G WOOD DECKING GLUE CORNER & 6'-0"C. ;� �^ & NAIL w/ 10d NAILS L, 4'0.C. EDGES,lO O.C. FIELD (TYP.) �i PRE-ENGINEERED FLOOR TRUSSES a) MAX. 24" O.C. W SEE TRUSS LAYOUT WOOD SILL RIM BOARD, SE FLR­` TRUSS LAYOUT %2" CEILING BOARD R -ll INSUL. FLOOR TRUSS ANCHOR SILL SEAL OR SELF 2x4 SPF BOTTOM PLATE SEE FLR. TRUS3 NAILING PLATES NAILED TO LEDGER BRD. LAYOUT w/ 12d NAILS (� 12'0.C. INSULATION 8" CONC. LINTEL LK WOOD BASE CO (lJ G DE 3/" T&G WOOD DECKING CONT (GRADE J % " DRYWALL ON GLUE &NAIL w/ lOd NAILS �"P.T.FURRING v 4" O.C. EDGES, 10'0.C. FIELD (TYP.) FZB �o INSUL P E- INEERED FLOOR SEE ELEVATION FOR TIiUSSE &) MAX. 24" O.C. EXTERIOR FIN15 H S E TRUSS LAYOUT 8" CONC. BLOCK WOOD BASE 12" CEILING BOARD FINISH GRADE SILL SEAL OR SELF CONIC. SLAB NAILING PLATES INSULATION "DRYWALL ON 4 P.T. FURRING I�II�«Il TYP. OVERHANG WALL DETAIL SCALE: %2" _ l'-0" TYPICAL WALL SECTION - 2 STORY fbc2001\wall sectlon\std-2styl.dgn SCALE: %2" = 1'-0" i07) 3 "j -00� �s SHEET: 9 g wa 4� 1 6 TSS PLACEMENT CORNER NOT USED , 2004 15: 91 FIELD I TRIM XRNEIR JACKS SCALE: Mom 4 KIE i ��CORNEIRT R ACKS /2 6 6" 12" S PLACEMENT CORNER D L A NOT USED SCALE: s. NOT 2x4 SYP NAILER @ WOOD FRAME w/ 010d NAILS c 24" O.C.OR 2x4 P.T.NAILER e2 BLOCK w/ U)%6"x 2 % " TAPCON C 24" O.C. 2x4 BLOCKING EVERY OTHER TRUSS TOE -NAIL TO NAILER w/ (2)10d NAILS AND (2)10d NAILS @ TOP CHORD OF TRUSS MTL. DRIP EDGE ALUM. FASCIA ON 2x4 SUB -FASCIA • 17a" T=NAIL THRU FASCIA SOFFIT INTO SUB -FASCIA 2x2 SYP CONT. WOOD BATTEN STRIPS w/ (2) IOd NAILS, TOE -NAILED CORROSION RESISTANT NAIL l0" /O" VENTED SOFFIT AND J - CHANNEL w/ I%4" T -NAIL SEE ELEV. or I" STAPLE TYP. ,SOFFIT 24" O.H. or LARGER SCALE: %2" - l' -O" — —� /—:TT � ­49�_ ROOF CONFIGURATION, SEE ELEVATION V NOT SHEET AND TRUSS INFO SHEET " TI T I III 2x4 SPF NAILER AS REQ'D, TRUSS 11 III SEE SHEET TRI FOR LOC N I II ROOF ASSEMBLY, SEE WALL WIDTHS ALUM SCIA ON CONN. TYPE TYP, WALL SECTIONS 2x4 (2)2x4 /Od NAILS e 6" ON CEN. %6" OSB SHEATHIN SUB -FASCIA (2) 2x4 METAL RAMS MSTA12 v 48" . . BRACING PER TRUSS SHRfT SCREWS c2 ON CEN. ALONG 2x4 (2) 2x4 0 2x4 " SYP CONV. FRAME ENGINEERING g ¢i O.C. PRE-ENGINEERED TRUSS, Ql— NOT U D 0 ALUM. FASCIA ON 2x4 SUB -FASCIA 4 EN WALL ASSEMBLY, SEE o GABLE TRUSS w/ %6"OSB FLOOR PLAN 2x4 SPF NAILER SHEATHING, EDGES BLOCK'D o 01 SEE ELEV CONY. FRAMED HIP OF NOT USED SCALE: %2" '-0" - - - ROOF ASSEMBLY, SEE TYP. WALL SECTIONS ALUM, FASCIA ON 2x4 SUB -FASCIA NOT USED TRUSS / BLOCK CONNECTIO TAIL SCALE: " - l'-0" 4 BLOCKING, STAGGERED PRE-ENGINEERED B EEN TRUSSES FOR 8' ROOF TRUSS PER DICT TO GABLE END. ROOF TRUSS NCHORS, SEE SHE #TRI CEILING BOARD ENGINEERED FLOOR PL TRUSS REVERSE GABLE BR NG .SHEATHING CONNECTION D AIL )X- GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE: RONGBACK AND CONNECTIONS, NO X -BRACING NEEDED, WALL FRAME TYPE WALL WIDTHS ALUM SCIA ON CONN. TYPE WOOD FRAME 2x4 (2)2x4 /Od NAILS e 6" ON CEN. SUB -FASCIA (2) 2x4 METAL RAMS 2x4 BRACING PER TRUSS SHRfT SCREWS c2 ON CEN. 2x6 (2) 2x4 ENGINEERING SEE FLOOR PRE-ENGINEERED TRUSS, NOT U D N FOR SIZ SEE SHEET "TRI FOR TYPE EN GABLE TRUSS w/ %6"OSB TRUSS 2x4 SPF NAILER SHEATHING, EDGES BLOCK'D LTW12 ¢t 48" 0.. ATTACHED w/ 8d NAILS v LSTA12 FROM TRUSS 3" O.C. EDGES AND 6" O.C. RT5 TO 2x4 NAILER FIELD %6" OSB SHEATHING w/ DMFLTWl2 ON LATH w/ 8d NAILS c 3" O.C. ¢t 4B" O.C. Ix6 SPF NAILER EDGES, 6" O.C. FIELD %6"OS8 SOFFIT w/ x4 SPF BLOCKING ATTACHED ENGINEERED � WALL ASSEMBLY, SEE FLOOR PLAN ON LATH w/ 8d S c 310 SB w/ (2) 6d NAILS, BOTH TRUSS EDGES, 6" O.C. F D SID 1x4 SPF ILER HIGH ENTRY GABLE ACING & FALSE GABLE BRACING & B KING AS REQ'D SHEATHING CONNECTIO AIL SHEATHING CONNECTION DETAIL a BLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE: "- I'-0" NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE: %Z" - l'-0" LACK AND CONNECTIONS, NO X -BRACING NEEDED. STRONGBACK AND CONNECTIONS, NO X -BRACING NEEDED, SEE FLOOR PLAN FOP, SIZE VALLEY TRUSSES ROOF ASSEMBLY, SEE (TYP.) TYP, WALL SECTIONS ALIGN w/ BLOCK, ALUM. FASCIA ON SEE FLOC PLAN 2x4 SUB -FASCIA ---1_— PRE -ENGINE TRUSS, BRACING PE RUSS ENGINEER -- - / II SEE SH " TRI FOR TYPE WALL ASSEMBLY, SEEI FLOOR PLAN II 7 / SB SHEATHING LTWl2 v GAB TRUSS w/ %6" OSB II w/ DMF 0" S ATHING, EDGES BLOCK'D LPTA TRUSS ANCHOR I 11 " N LATH w/ 8d NAILS C 3" O.C. EDGES, 6" O.C. FIELD TACHED w/ 8d NAILS d2 SET IN 2" FROM OUTSIDE SET K 3'0,C. EDGES AND 6" O.C. OF BLOCK FACE, SEE I T/BRG. HGT. FIELD SHEET x TRI FOR I - — - -- - — - — - VALLEY FLASHING ATTACHMENT AND AS REQ'D. AMOUNT I 8 CK WALL C NOT USEDD WALL A MBLY, SEE NOT USED TRUSS / BLOCK CONNECTIO TAIL SCALE: " - l'-0" 4 BLOCKING, STAGGERED PRE-ENGINEERED B EEN TRUSSES FOR 8' ROOF TRUSS PER DICT TO GABLE END. ROOF TRUSS NCHORS, SEE SHE #TRI CEILING BOARD ENGINEERED FLOOR PL TRUSS REVERSE GABLE BR NG .SHEATHING CONNECTION D AIL )X- GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM SCALE: RONGBACK AND CONNECTIONS, NO X -BRACING NEEDED, WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN. TYPE WOOD FRAME 2x4 (2)2x4 /Od NAILS e 6" ON CEN. 2x6 (2) 2x4 METAL RAMS 2x4 (2)2x4 SHRfT SCREWS c2 ON CEN. 2x6 (2) 2x4 CEILING BOARD NAILER TO TOP OF WALL, ABLE FOR SPECS. ./ 1�2 XR PLATE, SEE TABLE FORI%4"DRYWALL SCREWS M qY I%4"REWS --/ MA IAL TYPE.c 7" O.C., EDGES &FIELD 9 SIDES)WITHIN DIAPHRAGM, SE EDD IDE NSHEET TRI FOR ATION INTERIOR TITIONDIAE EETTONDRYWALL CEILING DIA RAGMDRYWALL CEILING DI RAGMTO SIDEWALL CONN ION SOVER PARTITION CONN ION USED SCALE: %2" O" NOT USED SCALE: Mar n ,;.,.; 40c)(,) i6 sallf �PSIa JrC� ;, K 407) AU 1 91 'LU"T'i lz SHEET: SD -R S-3 BOT.= 40' R i t � I 4U 1-4 = 38'-714' v� n O 1-5 = 8'-6" II N i I-7 BOT.=7' I-2 = 5'-7%B" S-5 BOT. _ 12' 4' 818 5-6 BOT.= 2' S_ S-8 BOT.- 2' s_ 5-9 BOT.= 2' S S-1 BOT. = 20' FIRST FLOOR i 40-0 5-3 TOP=40' S -I TOP 20' SECOND FLOOR Q 1 STRUCTURAL MALL SCHEDULE TRUSS ID STUD OVERTURN ANCHOR -APPLIED AT UPLIFT LEFT TOP WALL ID LEFT STRAP CORNERS & BOTH SIDES OF OPENINGS WAIL TO SLAB BOT TYPE MAX, UPLIFT TYPEFASTENERS UPLIFT A OF STUD TO PLATE 2 SIZE & SPACING PRODUCT BOLT TO SPECIAL PRODUCT PRODUCT — GRADE HIP CODE SLAB SIZE NOTES CODE SPACING CODE SPACING Sl Bor. - — A2 HIP 2 562 — 254 RTI6 S/o 1 BOT. 8" CMU — - - A3 HIP 2 5993!3 RTI6 950 TOP PLATES (8) 8d TRUSS (8) 8)8d 1/2 A4 HIP 2 TOP OF Sl TOP 02 SYP l6" o.c. _ - SEE DETAILS SHEET — HCDPL 2 HIP CINDER 1 657 — 444 RT16-2 950 TRUSS PLATE (8) 8d (X )1184 EA STUD 11-15 2X4 '2 16 0.0, / 657 444 RT16-2 950 TOP PLATE (8) 8d muss (8) 8d X 112' — SPF B I -PLY HIP SCISSOR ! 319 CI IR -R -CTI lf) 161 RTI6 950 TRUSS HARDWARE SCHEDULE TRUSS ID TRUSS TYPE OUAN, UPLIFT LEFT UPLIFT MID UPLIFT RIGHT LEFT STRAP FASTENERS MID STRAP TYPE MAX, UPLIFT TYPEFASTENERS UPLIFT A HIP 2 476 — 149 RT16 950 TOP PLATES (8) 8d TRUSS (8) d x 11,2" — Al HIP 2 521 199 RTI6 950 TOP PLATES e 8) TRUSS (8) 8d x 1112' — A2 HIP 2 562 — 254 RTI6 950 TOP PLATES (8) 8d TRUSS (8) 8d x 11/2" — - A3 HIP 2 5993!3 RTI6 950 TOP PLATES (8) 8d TRUSS (8) 8)8d 1/2 A4 HIP 2 630 — 376 RT16 950 TRUSS L(8)S8dex 11/2' -- — A5 2 HIP CINDER 1 657 — 444 RT16-2 950 TRUSS PLATE (8) 8d (X )1184 — A6 2 -PLY NlP GIRDER / 657 444 RT16-2 950 TOP PLATE (8) 8d muss (8) 8d X 112' — — B I -PLY HIP SCISSOR ! 319 — 161 RTI6 950 TOP PLATES (8) 8d TRUSS (8) 8d x 11/2" 8/ HIP SCISSOR 1 274 — ll! RT16 950 TOP PLATES (8) 8d TRUSS (8) 8d x 11/2" — — 82 SCISSOR 2 359 — 359 RT16 950 TOP PLATES (8) 8d TRUSS 8d x 11 ° — 83 SCISSOR ! 262 — 359 JUS26 1095 (4 )10d (4)10d B4 SCISSOR 2 262 359 JUS26 1095 ( 4 ) l Od Ml Od — H HIP JACK 3 591 327 HHCP2 675 (10) 10d X 11/2; TRUSS (10) 10d X 11/2" PLATE — HI HIP JACK 2 596 — 306 HHCP2 675 f10) 1 O X 11/2" TRUSS (10) 10d X 11/2" PLATE — I I -PLY MONO GIRDER 1 209 290 RTI6 950 HIP(7)10d-HEADERl16)16d JACK (5) 10d x116) — J END JACK 18 198 — l06 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE — — — JA END JACK 3 398 430 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE — Jl END JACK 2 198 l06 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE — J2 END JACK 2 307 266 HCDPL 475 14) 8d TRUSS (4) 8d PLATE — — J3 CORNER JACK 6 173 80 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE — — J4 CORNER JACK 4 173 80 HCDPL 475 (4) 8d TRUSS l4) 8d PLATE — J6 CORNER JACK 6 303 139 HCDPL 475 (4) 8d TRUSS l41 8d PLATE — J7 CORNER JACK 4 303 — 139 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE — —" — J8 CORNER JACK K 6 217 — 49 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE --- — J9 CORNER JACK 4 216 — 49 HCDPL 475 (4) 8d TRUSS (4) 8d PLATE — — — VT TRUSSES LTW12 4'-0 ,c> 775 (12) 10d ALL HARDWARE MANUFACTURED BY USP XXXX ALL HARDWARE MANUFACTURED BY SIMPSON XXXX I ALL HARDWARE MANUFACTURED BY CLEVELAND XXXX 2 SHEARWALL SHEATHING o TYPE NAIL SIZE &SPACING N � I 8d NAILS 0 EXT. SIDE 4' o.c. EDGE, O 6" dc. FIELD W O o � N , 0 RIGHT STRAP 0 MAX,FASTENERS w TYPE UPUF 30 RT16 950 TOP PLATES (8) 8d Ly _ TRUSS (6) 8d x 1{ Q RT16 950 TOP PLATES (6) 6d IYI Z U o TRUSS (8) 8d x 1112' Z d - TOP PLATES (8) Bd ~ y `) RT16 950 TRUSS (8) 8d x 11/2' "12" RT16 950 TOP PLATES (8) 8d W W Z TRUSS (8) 8d x 1112" Z p Q r TOP PLATES (8) 8d Q =O L RTI6 950 TRUSS (8) 8d x 11j2" g Q Q Q RTI6-2TOP PLATE (81 8d W N o 950 TRUSS (8) 8d X 11"2'Q C RT16-2 950 TOP PLATE (8) 8d p o N m o TRUSS (8) 8d X 11"2' o v Q RT16 950 TOP PLATES (8) 8d U = j N o TRUSS (8) 8d x it RTI6 950 TOP PLATES (8) 8d CQ TRUSS (8) 8d x 11 O Q RT16 950 TOP PLATES (8) 8d TRUSS (8) 8d x 1 1,p Z o 0 RT16 950 TOP PLATES (8) 8d LLJ �_ to TRUSS ( d x11" " o 82 RT16 950 TOP PLATES (8) 8d Z c> TRUSS (8) 8d x 11/2' 2 HIP(7)1Od-HEADER(16)16d LuQ p o THJ26 /010 JACK (5) 10d x11/2" � U HIP(7)1Od-HEAOER(16)16d v � z THJ26 10/0 JACK (5) 10d x112' �z� TH026 /520 HEADER (18) 16„ W TRUSS (12) 10d X 1/2 U j !Od NAIL 2 2 o IOd NAIL 4 2 0 `x 10d NAILS 2 2 10d NAILS 3 2 10d NAILS 2 lOd NAILS 2 IOd NAILS 2 2 !Od NAIL 2 2 O E/Od NAILS 10d NAIL 2 2 'TOP NAILS O "BOTTOM NAIL h� [O' c? CQ CV W la W H w U N 0tQ, )-�_ Ji 77,1 (407) 32 -11. - 0064 � i M i s SHEET: TRI-C&j ,.\baybury\bay-125\10cj.dgn Aug. 11, 2003 14:17:12 END 2" = I'-0" VENTILATION OF ATTIC SPACE: BAYBURY 4 ............................................... REQUIREMENTS: o I/300 OF NET CEILING AREA WITH 50% VENTILATION o AT THE RIDGE AND 507 VENTILATION AT THE SAVE (le. NEED 1/600 OF CEILING AREA AT RIDGE , SAME AT SOFFIT) --------------------------------------------------------------------- MAI N ROOF 1708 s.f. / 600 -2.85 s.f. VENTILATION REQUIRED J VENTILATION: " z RIDGE VENT = I.0 s,f.PER 6'OF LENGTH z 4 OFF -RIDGE VENT = 1.5 s.f. CONT.SOFFIT VENT = 4.1184 sJ.PER L.F.OF VENT o RIDGE: N (I) OFF -RIDGE VENTS C 1.5 s.f.- 1.5 s.f. l0' RIDGE VENT / 6'x I.0 . 1.6 s.f. 4 o tc TOTAL - 3J s.f. CD SOFFIT: 178 LF. SOFFIT VENT 62 4.1184 s.l. = 733.08 s.l. LwcS 733.08 s.l. / 144 s.l. PER s.f. - 5J s.f. W o�_ I 1/2" D1A.x8' LG. STD. ---,)-BOLT W/ 11/2"DIA.WASIIER SEE DETAIL FOR LOCATIONS NWC FC'= 3000_ 8"CMU WALL w/ FILLED psl 28 DAYS 3 //2' CELL 623000 PSI &)28 DAYS r— m Il \ GARAGE DOOR BUCK DETAIL_ -- SCAt E 3/4 ' - /'0' - -- 2"x6" "2 SYP. 2'x4'PT SYP.ATTCIIED w/ Lo EA SIDE FOR ATTACHING POWDER ACTUATED 0.14"x319. 2"x8" BRACKETS FOR VERT. TRACKS SHOTS v 12' O.C. OR (10) 3/16" DIA. x3'LG. TAPCONS � I TOP OF 7-lE BEAM MAX. GARAGE DOOR OPENING GARAGE DR. BUCK INSTAL. 7-0 CAU. DETAIL SCALE: 3/8 ' • l' -O' --------- -___.. -.-- ----- CONTRACTOR NOTE: INSTALLATION FOR GARAGE_ DOOR TYPES'(AS PER TEST "'960507-A) EL E. O'-0" FIN. FL. II �I 11 II I I II �I I jl II I I �� _ 9 NOTE I) V2WIDE, 2 FASTENERS IN HEADER -JAMB NOTE 6) 6 HIGH 26%':4 FASTENERS IN EACH SIDE JAMB NOTE 2) 2 WIDE: 2 FASTENERS IN HEADER -JAMB NOTE 7) 438 WINDOW INTO FRAME OPENING: *l0 X 1%" NOTE 3) 3 WIDE.,3 FASTENERS IN HEADER -JAMB SCREWS OR 8d RING SHANK NAILS MAX. 6" FROM NOTE 4) 2 HIGH:2 FASTENERS IN EA,SIDE JAMB CORNERS MAXIMUM SPACING 24'ON CENTER, NOTE 5) 3AOR 5 HIGH: 3 FAST. EA, SIDE JAMB NOTE 8) SGD FASTENED WITH: *10 13/': PANHEAD ALL HOLES 27 4 X 63 1,5 IH5 SILLS316' X 1%%CH6RS EVERYHOLE NORANDEX SERIES (MO)437-(FO)438 WINDOW SIZE CHART SIZE SINGLE MD. FAST. DOUBLE M.O. FAST. SIZE SINGLE FD. FAST. DOUBLE FD. FAST IH2 27V4 X 26 1,4 IH2 25Y4X 25%4 7 1H3 27 4 X 38V4 1,5 1H3 25% X 3772 7 2029 IHS 27 4 X 63 1,5 IH5 25 4 X 62 4 7 IH6 23 27 4 X 76,314 37% X 38Y4 1,6 2,5 74 4 4 X 38 IH6 2,5 23 25% K 76 7 36 4 X 37 2 7 2 73 4 X 37 7 24 37 X 50 2,5 743 X 505 2,5 24 361 x 497 7 73Y4 X 49 8 7 24/5 3TY4 X 56 2,5 74%X 56 2,5 24/5 36V4 x 551 7 731 X 551 7 25 26 C2M6 34 37 4 X 63 3 7 314 X 76314 37% X 72 53N X 50% 2,5 743 X 63 2,6 74Y4 X 76J14 2,5 -74-f4 X 72 3,5 2,5 25 2,6 26 2,5 C2M6 1 34 J6114 x 62114 7 1 36114 x 76 7 36Vx 71114_7 523 x 4978 1 7 7JV4 X 62V4 7 7JV4 X 76 7 73%4 X 71V4 7 35 53N X 63 3,5 1 35 523 x 62V4 1 7 94 36 537,3 X 763 3,6 36 52 / x 76 7 TRIPLE WINDOWS SH 23,SH 24,SH 24/5,SH25 & SH26 ALSO FOR USE OF BAY WD, SPAN 8'-8' OPEN'G (Ill 3/4" R.0) STANDARD BAY OPT. 94' MAX.OPN'G 10'-6 (126") 24X63 243 X_63 I1,5 1514 TWO CAR GARAGE DR.1670 O.H. DR (192° RAJ 16' 0°NR MAX.OPN'G 25 373 X 63 l,5 PRESTRESSED N.R. 950 SERIES 500/502 SGD DOOR OPENINGS FOR 8" PRECAST U -LINTELS SAFE 1Bs/LINEAR LOAD FT. SIZE MD. FAST. 810+08 FD. FAST. 2'-0' TO 3'-0' RD. 5068 63V2 X 813 8 5068 60114 X 8OV4 8 41-6 (541) PRECAST 6068 75 2 X 81-114 8 6068 72V4 X 801 8 785 6080 79 X 97-/4 8 6080 75 /4 X 962 8 1449 OCTAGON 4'-7' TO 5'-4' R.O. 61-8' (80 PRECAST 822 2933 SIZE MD. FAST. 665 F.O. FAST. 2329 20" 225IR X 226,q 7 20" 6YRX 193 7 24" 26% X 26% 7 24" 23,Y8 X 2,3,Y8 7 3011 32 X 32 7 30" 29 X 29 7 SINGLE SIZE IH5 IH6 25 HUNG EYEBROW R.O. CHART I SINGLE MA. FAST. DOUBLE MA, 27V4 X 65 1,5 5,31X 65 2714 X 78L4 1,6 53314X 78 4 37,Y4X 65 1,5 74314 X 65 FAST, 1,5 IH5 1,6 IH6 1,5 1 25 SINGLE FD. FAST. 253 X 62V4 7 25,114X 76 7 36V4 X 62/4 7 DOUBLE F.0FAST" 2114X 62Y4 52Y4 X 76 73V4X 62V4 7 C2M6 26 37,114 X 74 373 X 783 1,5 743 X 74 / 6 74 X 78 _-T,5_1 C2M6 / 6 26 36X4 X 7IV4 7 36 X 76 7 73V4 X 71Y4__ 7 731 X 76 7 35 53/8X 65 1,5 NA 35 52 8 X 62 4 7 NA 36 53 B X 78 4 3,6 NA 36 52 B X 76 7 NA SIZE FAST, SIZE 60X48 W60 CT 59114 x 771 7 suNBu�X Raw 64X48 W64 CT 631 x 791 7 x! x 7 64X60 W64 CT 631 x 911 7 3s x 21 x 18 MoRow BRISTOL 'E' EYEBROW 3/4 X 16 X !2 191 X 59V4 7 59/4X1//4X6/4 7 3574 X20%4 X17%4 7 48X15 4 4 X11 7 D 30BX1 5 5,91Y4X 3514 7 301 ROUND 36V4 X 17 / 7 521 ROUND 51 4 X 25 4 7 ROUND MULLED TO UNIT SIZE FAST. SIE FAST. 23 W 30 CT 24 W 30 CT 373/X 583/ 2,5,7 373/4 x 7/ 2,5,7 23 W 30 CT 24 W 30 CT 36V4 x 56 36V4T 683/ 7 7 25 W 30 CT 373 x831 2,5,7 25 W 30 CT 36114 x 80314 7 34 W 30 CT 53%8 x 71 2,5,7 34 W 30 CT 52Y8 x 68A 7 D823 W 30 CT 74 4 x 58314 2,5,7 DB23 W 30 CT 73X4 x 56 7 D823 W 40 .CT 744 x 6 4 / 2,5,71 D823 W, 40 CT 73V4 x 61%8 7 DB23 W 60 CT 743/ x77%4 2,5,71 DB23 W 60 CT 73V4 x 7422 7 D824 W 30 CT 743/4 x 71 2,5,71 D824 W 30 CT 73%4 x 68Y8 7 D824 W 60 CT 74 4 x89 8 2,5,7 DB24 W 60 CT 73%4 x 86%8 7 D825 W 40 CT 743/ x89%8 2,5,7 D825 W 40 CT 7324 x 8678 7 DB25 W 60 CT 743/ x 102 2,5,7 D825 W 60 CT 73X4 x 99X4 7 6'D BLOCK TIEBEAM w/ 1'5 REBARS SEE SECTION UNLESS NOTED OTHERWISE MAY CUT BACK 2 x 8 P.T.0 NOTE, TOP TO ALLOW CONT -2x4 RECESSED BLOCKING AROUND CURVE --or num/ MIN.W/ TAPCON ANCHORS 7/15 OSB w/ 6d NNLS J 9 6' OP- TO CTO SIDE & TOP NAILER 2 x 4 SPF CONTINUOUS / P_LOCKING ATTACHED TO 7/16' OSB w/ 2 I6d NAILS 2 x 8 P. T. w/ TAPCON HW4-234 (1/4'x 2 3/490 00.&MAX. SEE PLAN FOR OPENING M WINDOW NOTES F,O.WIDTH IS FROM JACK TO SILL. F.O. HEIGHT IS FROM SILL TO BEAM. M.O.WIDTH IS FROM BLOCK TO BLOCK. M,O,HEIGHT IS FROM LIP OF SILL TO PRECAST. Ist,DIMENTION IS ALWAYS WIDTH. UNIT OF MEASURE IS INCH. RT 12 a 24' OC. CONTRACTOR NOTE: HEADER PER LOCATION RAFTER TIE FOR INSTALLATION SIZES (SEE CHART) OF NORANDEX WINDOWS SERIES 437/438 UP TO 53%6' x76 -X' AS PER ?420) STUDS AND JACKS WINDOW OR DOOR OPENING PER CHART ARCH WIND. FOR FRAME INSTALLATION FRA,UF WAI I SCAL & HTS ARCH .WIND. FOR C.R.U. INSTALLATION SCALEWTS ...11251in-win-sch.wll Nov. 20, 2003 11:50:24 MATERIALS I. f'c precast lintels = 3500 psl. 2. f'c prestressed llntels = 6000 psi. J. f'o grout = 3000 psl w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/minimum net area compressive strenght - 1900 psl. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low` relaxation. 7. 7/32 wire per ASTM A5/0. 8. Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. =SAFE GRAVITY LOADS FOR ? PRECAST & PRESTRESSED U-UNTELSSAFE LOAD LBs/LINEAR FT. WINDOW & DOOR TYPESIIDS FOR CNU,WALLS W/ ROUGH OPENING WIDTHS T,6osB w/ sd Nau m s'oc TO SIDE &TOP NAILER 2 x 4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB w/ 2 16d NAILS HEADER PER LOCATION SEE PLAN FOR OPENING MATERIALS I. f'c precast lintels = 3500 psl. 2. f'c prestressed llntels = 6000 psi. J. f'o grout = 3000 psl w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/minimum net area compressive strenght - 1900 psl. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low` relaxation. 7. 7/32 wire per ASTM A5/0. 8. Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. =SAFE GRAVITY LOADS FOR ? PRECAST & PRESTRESSED U-UNTELSSAFE LOAD LBs/LINEAR FT. WINDOW & DOOR TYPESIIDS FOR CNU,WALLS W/ ROUGH OPENING WIDTHS LINTEL8F16-0B MAX. SPANS LENGTH TYPE 8U8 6FI6-I8 1H2,IH3,IH5JH6,& 24"OCTAGON WINDOWS (27 114'R.0) 2'-8' MAX.OPN'G 4'-0' (48') PRECAST 2029 3467 6039 H 23, SH 24, SH 2415,SH 25, SH 65 30' 0 TAGON WDS. ALSO 2324425 HALF RNDS. (37 3/4" R.0) 31-2' MAXDPN'G 4'-6' (54) PRECAST 1651 2657 6039 SH 34, SH 35, SH 36 & 4068 S.G.D. (54" R.0) 4'-6" MAX.OPN'G 5'-10' (70 PRECAST 972 1474 4144 DOUBLE/ TWIN WINDOWS SH 23,5H 24,SH 24/5,SH25 & SH26 GLASS ORS.6068 S.G.D. (74'R.OJ & 6080 S.G.D. (77V4R.OJ 6'-3' MAXDPN'G 71-6' 190 PRECAST 767 2385 2slo SINGLE GARAGE DR.8070 O.H.DR. (96' RD) 8'-O' MAXDPN'G 94 (10 PRECAST 573 1869 1818 TRIPLE WINDOWS SH 23,SH 24,SH 24/5,SH25 & SH26 ALSO FOR USE OF BAY WD, SPAN 8'-8' OPEN'G (Ill 3/4" R.0) 94' MAX.OPN'G 10'-6 (126") PRECAST 456 1125 1514 TWO CAR GARAGE DR.1670 O.H. DR (192° RAJ 16' 0°NR MAX.OPN'G 17'4 (208') PRESTRESSED N.R. 950 ,,SAFE GRAVITY LOADS W/ 2" RECESS DOOR FOR 8" PRECAST U -LINTELS SAFE 1Bs/LINEAR LOAD FT. DOOR ROUGH OPN'GS (I) TYPE LENGTH 8RU6 810+08 8RF141B 2'-0' TO 3'-0' RD. 4'-4' .(5Z) PRECAST 1489 2982 4982 3'-1' TO 3'-2' R.O. 41-6 (541) PRECAST 1357 274 4962 3'-3' TO 4'-4' R.O. 5'-8' (68") PRECAST 785 1550 4074 4.'-5' TO 4'-6' R.O, 5'-10'(70') PRECAST 735 1449 3611 4'-7' TO 5'-4' R.O. 61-8' (80 PRECAST 822 2933 2933 5'-5' TO 6'-2" R.O. 7'-6' (907 PRECAST 665 2252 2329 LINT ELS SHALL BE BY CAST -CRETE TYPICAL GARAGE DESIGNATION 05 REBAR AT TOP TYPICAL DESIGNATION 8. NOMINALW(DT 05 REBAR AT TOP MIN. (1)REQ'D MIN.(/) REO D °' --29/2' TO BOTTOM -4. ' 2-1/2' TO BOTTOM F- FILLED WITH GROUT/ U - UNFILLED OF BAR F- FILLED WITH GROUT/ U - UNFILLED ®' OF REBAR QUANTITY OF '5 REBAR AT y `• + QUANTITY OF 05 REBAR W s�+' : + C1N.U. C.M.0 AT BOTTOM OF UNEL BOTTOM OF BOND BEAM Z A•` . 2 t A'F `,. 8FI6-I B -I T GROUT BU16 OB/IT ` o GROUT QUANTITY OF '5 REIAR AT 2' ' LQUANTITY OF 05 REBAR j 05 REBAR AT BOTTOM FROM TOP OF LINTEL CAVITY '' 'S LINT AT BOTTOM AT 2112' FROM TOP OF LINTEL CAVITY NOMINAL HEIGHT • • OF LINTEL CAVITY OF BOND BEAM ° ° WHEN CALLED FOR ON LNOMINAL WIDTH BOTTOM REINFORCING LNOMINAL HEIGHT FLOOR PLAN 7-5/8'ACTUAL PROVIDED IN UNTEL NOMINAL WIDTH 7'/e'ACTUAL TTOM REINFORCING 8' NOMINAL WIDTH CIES) PROVIDED IN LINTEL (VARIES) NORANDEX VERTICAL MULLON CLIP STYLE FLA -45 NORANDEX HORIZONTAL MULLON CLIP STYLE FLA -45 ° ° ° 4 ° ° (4) V4' X 2X4' TOPCON IN BLOCK l.'.a ' 4" e • ' a '!0 X 1% FOR IN FRAME APPLICATION a---- .4 d a • 4 ' d !x3 MULLION (XFLA-26-1 (XFLA-26-1) 1x3 MULLION Ix4 MULLION (XFLA-39) (XFLA-39) Ix4 MULLION WINDOW JAMB I (2) V4' X 2V4' TOPCON LL CAULK TOP i _ r -- WINDOW '10 X INFOR IN OF MULL i SILL FRAME APPLICATION WINDOW CAULK BOTTOM ; 1-15/16" HEAD OF MULL PRECASTED --_ SILL WINDOW D DDD D p 3/4'MAX.(D7SHHE JAM D D D ° 3/4' ' D © (4)2/q X 2/q TOPCON MUWONFANCHOR CUP (,,FLA -26-r) 16 GA. GALV. 114' Ix4 MULLION (XFLA-39) FLA -45 SHEET METAL 1x3 MULLION MULLION ANCHOR CUP 800 LB.MAX CAPACITY 16 GA.GALV. SHEET METAL 800 LB. MAX CAPACITY 0 BMW �,,LOQ w {{ WNW O UA z0 O m O Q>Vi Q Lio !�i VW� t zz C o) g V 2 C, N � o 0- zm�$ O WL� o LU 0 3�q o w Q::z.co �j22W `�w� qw {�f AC.d��i1 F(_!'. I��,1• �y. \e7tlL CONTRACTOR NOTE: CONTRACTOR NOTE: CONCRETE LINTEL FOR INSTALLATION SIZES OF NORANDEX FOR INSTALLATION SIZES OF NORANOEX CONCRETE LINTEL CONCRETE LINTEL • : By CAST -CRETE SLIDING DOOR SERIES 500 UP To 8'-0"x6'-8° BY CAST -CRETE BLK.W/ 1-05 BAR AS PER 96-0131.10 & SERIES 502 UP TO WINDOWS SERIES S PER 8 UP TO CONCRETE LINTEL ° SEE CROSS SECTION : » 53 !/8' x76 3/8" AS PER TEST*96 062420) eLx.w/ ISS BAR 8 -0° x8 -(i MAX. SEE CROSS SECTION 1 x 4 P.T. 2 x 8 P.T. AS PER TEST*96-0608.20) 53 118'x76 3/8' AS PER TEST*96-0624.20) TEMP NAIL PC.LINTEL $Y PC. LINTEL 19Y fECP (CAST -CRETE) ECP LCASTCRETEI / (4) Vq' X 3' TAPCONS STAGGERED Y OR (20) 8d COILNAILS AS PER ENGENEER �6' X 2�/q' TAPCONS TNRU WINDOW FRAME, BUCK rF0,'9"FA'5rjFEW AND INTO BLOCK WITH IV4' EMBEDMENT. THREE SIDES (�)�P.TTO LINTEL CONNECTIONP.T.TO LINTEL CONNECTION C SEf DETNLSCALE s�tlk I SCALE NTS 2 2 Ix 4 P.T.�TEMP NAIL :�,- FOR VERT.REINF Q 2 x 8 P.T. -- I 1 OPENING RE. -FLOOR PLAN i;•- FOR VERT.REINF Q 3/6'X 21/q'TAPCONS THRU.WINDOW FRAME,BUCK OPENING RE:FL00R PLAN RECEss s f REQ PIN Loon AND INTO BLOCK WITH I EMBEDMENT. 3 /4+� (4) V4' X 3' TAPCONS STAGGERED BUCKFOR ALUM, WINDOW OR (20)6d COILNAILS AS PER ENGENEER R/I K FOR SLIDING B P.T.TO CM.U.CONNECTION SHEET: GL. DR. INSTAL T 0 C.M+U. I NST AL. T 0 C.M.U. �,� ITS SCALE NTS SCALE NrS OSOZ.T. TO C.MALLOWABLE CONNTINUOUS FILLER UP TO A IX .U_CONNECTIONNAILED TO 2X$R 6'O.C.STAGGERt"0 NTS N I S GENERAL ELECTRICAL LO-TES.- CIRCUITRY OTES:CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS MAY CHANGE ACTUAL INSTALLATION, PROVIDE AFCIs (arc -fault clrcult Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-33 THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSOR. LIST OF OPTIONS: OPTIONAL COACH LIGHTS,(2) FLOOD CFA LIGHTS AT REAR AND GARAGE OUTLET - PLACE ON 3EPERATE CIRCUIT OPTIONAL GARAGE SOLID FLUSH GSD SERVICE DOOR LIGHT - PLACE ON SEPERATE CIRCUIT ELECTRICAL SYMBOL LEGEND: Q� Power Disconnect Switch o Door Bell Chime A Door Bell Buzzer Ceiling Fan (By Others) OSmoke Detector Light Fixture Bath Exterlor WP Lamp $ Single Pole Switch $� Three Way Switch } Single Receptacle Duplex Receptacle GFI Receptacle Ofl Switched Receptacle ® 220 V.Speclal Receptacle -- Celling Ltg Fixture ®R Recessed Ltg. Fixture "J Exhaust Fan AT Cable TV 9<1 Telephone Outlet c Flood lights A/C COM . ELECTRICAL CALCS. MODEL:BAYBURY 4 -BED 12.5 KW HEAT 2942 SO/FT LIVING AREA TABLE 220-30 LARGEST LOAD - HEAT � 12500 WATTS - 12500 V.A. 2942SOIFT @ 3 V.A.GENERAL LIGHTING- 8826 TWO SMALL APPLIANCE CIRCUITS @ 1500 V.A. EACH 3000 LAUNDRY CIRCUIT 1500 ONE OVEN 11700 ONE WATER HEATER 4500 DISHWASHER 1500 DRYER 5000 DISPOSAL 500 TOTAL OTHER LOADS . 36526 V.A. IST IOKVA @ 100% _ 10000 V.A. 2ND 26526 C 407 a 10610 TOTAL OTHER LOAD 206/0 100% HEAT 12500 33110 / 240 VOLTS - 137 AMPS ACTUAL SERVICE SIZE 150 AMPS CF, \1 3�S �FA \ / i CFA ", — / CFA FLOOR PLAN IFI�102� • ink OPT.& EXTRA SERVICE DOOR U U W � � o � Q) o 0 W z m � UQZ � W SHEET: ELI 9 METER CAN OR � METER/MAIN WHERE REQUIRED ELECTRICAL CO. POWER RISER 150 AMP INSIDE PANEL 04 BARE COPPER TO FOOTER STEEL AND SUPPUMENTAL GROUND WHERE REQUIRED UNDER GROUND SERV METER CAN OR METER/MAIN 150 AMP WHERE REQUIRED INSIDE PANEL ELECTRICAL CO-, POWER RISER t WEATHERHEAD 0) 02/0 ALUM. 2" RIDGID RISER METER CAN 0 METER/MAIN WHERE REQUIRED 150 AMP INSIDE PANEL 04 BARE COPPER *4 BARE COPPER TO FOOTER STEEL AND SUPPtIMENTAL GROUND RC WHERE REQUIRED OVERHEAD SERV �C) (3) "2/0 ALUM. J W 2" RIDGID RISER 1 m METER CAN OR uj METER/MAIN (- _Q) Q) j LijW INSIDE PANEL WHERE REQUIRE o V co O LU�QV Vi O Q��Q QD cn Z k o j N Lp Q Z O m N O ov�v, Lij�ncn � Z�WLo WEATHERHEAD 0) 02/0 ALUM. 2" RIDGID RISER METER CAN 0 METER/MAIN WHERE REQUIRED 150 AMP INSIDE PANEL 04 BARE COPPER *4 BARE COPPER TO FOOTER STEEL AND SUPPtIMENTAL GROUND RC WHERE REQUIRED OVERHEAD SERV } '4 BARE COPPER "4 BARE COPPER 8 0" M1N. SPACING 8'-O" MIN. SPACING 8'GAL'VA,7ZED ROD 8'GALVANIZED ROD UNDER GROUND SERV. 8' GALVANIZED ROD 8' GALVANIZED ROD OVERHEAD SERV. -ALTERNATE METHOD OF GROUNDING PER LOCAL INSPECTION AUTHORITY - ZZ) , co II ' \ :Z� N co s Ln z N 1 i I N \� 2. x Q cl- tt s Mo WW j OLn Q Lf V)� N q\ o cin Fes- w L ZQ Q. No lR1LZ2 U L.J�p� O LL- LLJ ci Lij L vN—p O N'kQ v 2�� �w �- LAJ ZZ, �zz�nv'� N BAYBURY 4 BEDROOM HVAC LAYOUT SCALEryl6" a/,-0" KIT >ER SBI NG 3" UP 2 Floa'J- U WAC 2" VTR L V W 0 Z WEATHERHEAD (3) "2/0 ALUM. J W 2" RIDGID RISER 1 m METER CAN OR METER/MAIN (- n 150 AMP INSIDE PANEL WHERE REQUIRE } '4 BARE COPPER "4 BARE COPPER 8 0" M1N. SPACING 8'-O" MIN. SPACING 8'GAL'VA,7ZED ROD 8'GALVANIZED ROD UNDER GROUND SERV. 8' GALVANIZED ROD 8' GALVANIZED ROD OVERHEAD SERV. -ALTERNATE METHOD OF GROUNDING PER LOCAL INSPECTION AUTHORITY - ZZ) , co II ' \ :Z� N co s Ln z N 1 i I N \� 2. x Q cl- tt s Mo WW j OLn Q Lf V)� N q\ o cin Fes- w L ZQ Q. No lR1LZ2 U L.J�p� O LL- LLJ ci Lij L vN—p O N'kQ v 2�� �w �- LAJ ZZ, �zz�nv'� N BAYBURY 4 BEDROOM HVAC LAYOUT SCALEryl6" a/,-0" KIT >ER SBI NG 3" UP 2 Floa'J- U WAC 2" VTR L V W 0 Z SHEET: MECH. h c J W 1 m � (- co cn SHEET: MECH. h c NEM PART N° QTY. DESCRIPTION I FLA -45 2 MULL BAR 2 1 XFI A-96-/ I -- I 1 X i HEAVY n VENDOR PURCHA� 7LF_ EXT. PIIP014A< CONCRETE FILLED CELL \ CAULK TOP \\ CIRCLE TDP OF MULL OR TRANSOM � \ H�ORZ. MULL r C 53-I/8' 1 , 0 63' a FLA -45 MULLION ANCHOR CLIP 16 GA. GALV. Q w SHEET METAL ti 400 IP MAX CAPACITY w I -SH W/TRANSOM j A MX WINDOW \\ \ \ JAMB 76-3/4 CAULK BOTTOM OF MULL NOTES: PRECASTED !) CONCRETE HEAD, SILL SILL AND JAMBS COMPRESSIVE STRENGTH - 2,500 PSI 28 DAYS. VERT. MULL A 2) ALL TAPCON FASTENERS SHALL p p 74" HAVE A I l/4' MIN.EMBEDMENT INTO MASONARY. a 2 -SH DESIGN LOAD CAPACITY MULL POSITIVE NEGATIVE MAXIMUM J LENGTH XFLA- -1 +45PSF -45PSF Z) 11x31 DP. I D.P. 76-3/4" CONCRETE FILLED d CELL a. SECTION A -A VERTICAL VIEW MAX. WILY H 1/40' x 2!/4' HEX HEAD TAPCONS (2) PER CUP DW SILL SH HEAD 1"x 3" MULLION (XFLA-26-1) WINDOW JAMBS I' x 3' MULLION (XFLA-26-U WINDOW SILL 1140' x 2-1/4' HEX HEAD TAPCONS (2) PER CUP I'x 3' MULLION N (XFLA-26-1) 4 J 4, -14, Q Q moo; Z) 0 NOTES. uJp HEX HEAD TAPCONS :4- k W N WOOD BUCKS NOT BY NORANDEX 1) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 v o oz � MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. Lij SECTION B -B cc CONTRACTOR IS RESPONSIBLE FOR 3/4` W Z- ` Q � MAINTAINING STRUCTUARAL OPENING OF 438 (48'x 48" MAX) NORANDEX PRODUCTS. a w Q 2-1/4' AND ANY WOOD FRAMING AROUND WINDOW. HEX HEAD TAPCONS � i Cl SECTION C -C (2) PER CUP VERTICAL VIEW 0 (� 1' x 3' MULLION J y\ 1 (XFLA-26-1) o W 27 AUG 2003 16U1;56 pVxraxlex\wdl dgn N � 4, -14, 1/40' x 2-1/4' moo; 0 NOTES. uJp HEX HEAD TAPCONS :4- WOOD BUCKS NOT BY NORANDEX 1) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 v (2) PER CUP S MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. 27 AUG 2003 16U1;56 pVxraxlex\wdl dgn 0 1/40' x 2-1/4' NOTES. ti HEX HEAD TAPCONS WOOD BUCKS NOT BY NORANDEX 1) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 v (2) PER CUP MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. W SECTION B -B CONTRACTOR IS RESPONSIBLE FOR 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION V) HORIZONTAL VIEW MAINTAINING STRUCTUARAL OPENING OF 438 (48'x 48" MAX) NORANDEX PRODUCTS. a w Q AND ANY WOOD FRAMING AROUND WINDOW. 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX � i Cl PRODUCTS TO MEET- ANY APPLICABLE LOCAL LAWS, 0 BUILDING CODES, ORDINANCES OR OTHER SAFETY o W REQUIREMENTS REST SOLELY WITH THE ARCHITECT, J N BUILDING OWNER OR CONTRACTOR. � o x 8d RING SHANK NAIL 4) INSTALLATION HOLES ARE TO FOLLOW MANUFACTURERS' � W/1-1/2° M1N.EMBEDMENT RECOMMENDATION MAX SPACING 6" FROM CORNERS SEE NOTE 4 FOR ANCHOR SPACING. AND TYPICAL ISY O.C.. Q W 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS Q W W.A.DAVIS JR. P.E. M w m m CHARTS, AND MAY VARY DEPENDING ON SIZE. z FL. REG. ENG.* 25539 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE 7/30/02 SILL SHALL BE ADDED UNDER THE PRODUCT TO Z 27 AUG 2003 16U1;56 pVxraxlex\wdl dgn NOTES. WOOD BUCKS NOT BY NORANDEX 1) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 MUST SUSTAIN IMPOSED LOADS. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062. CONTRACTOR IS RESPONSIBLE FOR 2) THIS DRAWING IS VALID FOR ONLY THE INSTALLATION MAINTAINING STRUCTUARAL OPENING OF 438 (48'x 48" MAX) NORANDEX PRODUCTS. W AND ANY WOOD FRAMING AROUND WINDOW. 3) THE RESPONSIBILITY FOR SELECTION OF NORANDEX Q `� PRODUCTS TO MEET- ANY APPLICABLE LOCAL LAWS, Q BUILDING CODES, ORDINANCES OR OTHER SAFETY o W REQUIREMENTS REST SOLELY WITH THE ARCHITECT, C-DCD Z BUILDING OWNER OR CONTRACTOR. � 8d RING SHANK NAIL 4) INSTALLATION HOLES ARE TO FOLLOW MANUFACTURERS' U W/1-1/2° M1N.EMBEDMENT RECOMMENDATION MAX SPACING 6" FROM CORNERS SEE NOTE 4 FOR ANCHOR SPACING. AND TYPICAL ISY O.C.. Q W 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS Q W CHARTS, AND MAY VARY DEPENDING ON SIZE. 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO Z / FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO FRAMING AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED BY OTHERS). 7) SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4". FIXED GLASS 3 0 ti a a 8d RING SHANK NAIL W O o m W/1 -I/2° MIN'. EMBEDMENT 4 FOR ANCHG. OR z W o m SPACINOTE Q o ALT HEADER SECTION o v 0 0 w � � o d z 8d RING SHANK NAIL o W/1-1/2" MIN. EMBEDMENT Q ° SEE NOTE 4 FOR ANCHOR z SPACING. O N ZE DESIGN PRESSURE _ 45 FSF Q o W.A. DAVIS JR. P.E. HEADER SECTION FL. REG. ENG.* 25539 41 i3a 00 7/30/02 27 AUG 2003 16U1;56 pVxraxlex\wdl dgn W�a # l0 X I-314' P.H. S.M.S. OR 8d RING SHANK NAIL W/1-1/2" M/N.EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. � J _J TYP. \ a- 65 C) O�4 I � A � i .750 TYP 4 BY OTHERSHING I # 10 X I-3/4' P.H. S.M.S. OR 8d RING SHANK NAIL W/1-112°MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. HEAD FLASHIi BY OTHEI D s ALT. FIN ATTACHMENT UNDER SHEATHING HEADER AND SILL SECTION WOOD FRAME 3116' TAPCON WITH A MIN. 1-114'MIN. EMBEDMENT OSEE ELEVATION FOR ANCHOR SPACING. d d d I 40 MAX SHIM 'TIONAL (BOTH JAMBS) r P.H. S.M.S. SHANK NAIL =MBEDMENT SEE FOR ANCHOR SPACING. W.A. DAVIS JR. P.E. FL REG. ENG.'S 25539 8120102 # l0 FB.S.M.S.WITH A MIN. H120 MIN. EMBEDMENT SEE ELEVATION FOR A x I,^LJnO C-LDAr%/AWN .750 .750 TYP # 10 X 1-3140 P.H. S.M.S. OR 8d RING SHANK NAIL W11-112" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. OW WIDTH AMB SECTION O WUOD FRAME NOTES: P SHIMS ARE OPTIONAL, MAX. SHIM STACK 114'- 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) NOTE X INDICATES THAT EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. 7) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF THE OF THEWINDOW OPENING AND ANY WOOD FRAMING AROUND WINDOW HEADER. j L6 WINDOW _ FASTENER SCHEDULE HEIGHT (INCHES) N0. ANCHORS N0. ANCHORS HEAD JAMB SEE NOTE 8 X35 AND x45 X35 AND X45 (PSF) (PSF) (PSF) (PSF) 19-1180 DETAIL A r_DIMENSIONS � NO ANCHORS I NO. ANCHORS NO. 2 2 37' 2 2 HEIGHT + JAMB NOTE 6 19-1180 38I/40 2 3 26-1/20 (INCHES) (INCHES)SEE x35 X45 (PSF) (PSF) X60 X35 X45 X60 (PSF) (t'—, —1 --1 (PSF) — DETAIL -C 53I/8° 3 3 4 19-118 2 � 2 2s 2 2 2 ZLl-j 53-1180 3 3 26-1/20 126 2 2 2- 2 2 1 2 2 4 c::) LLJ 137' � 2 3 3. 2 2 i 2 —� v' 5353 /1 /80 13 m 1 3 1 3= 1 2 1 2 1 22_ O Q I9I/8" 2 22x 2 3 1 2626-1 38I/4„ 37" 2 2 2 3 2- , 2, 3- 2 3 3 3 3 "1- 11.1 • 1 I w N C� 119-1/8' 26-1/2' 150-5%8- 2( 2 2 2 2x- 3 2" 3 1 3 3 3 1 3 W Q 0 370 2 1 3 1 3X 3 3 3 53-1/8' 3 3 3X 3 3 3_ 19-118" 2 1 2 2s 3 3 4 26-1/20 2 2 2- 3 3 4 370 2 3 3x 31 4 �~ 19-1/80y 26-1120 76-3/40 2( 2 2 2 3 2. 4 I 2x 4 4 4 5 �h z o --N 37" 2 3 3- 4 4 5? Q 53-1/8' 3 3 3- 4 4 5 z LF 4 NALUNIT WlDrH Cm Lo lq-a NOTES. 1) SHIMS ARE OPTIONAL, MAX. SHIM STACK 114'. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR 1 6 WITH TYPICAL WALL THICKNESS OF 0.062. 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS, AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, 1 BUILDING CODES, ORDINANCES OR OTHER SAFETY ! REQUIREMENTS REST SOLELY WITH THE ARCHITECT, �—� BUILDING OWNER OR CONTRACTOR. 0 6)A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE C) FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED <n BY OTHERS. 7) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 8) EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. FADER SECTION Po 2 BY BUCK 31160 TAPCON 2 BY BUCK SHALL BE W/14/4' MIN. EMBEDMENT SECURELY FASTENED TO SEE ELEVATION FOR TRANSFER LOAD TO FOR ANCHOR SPACING. STRUCTUAL SUBSTRATE. d CALL SIZE WIDTH i fl -4 1140 MAX SHIM OPTIONAL (BOTH JAMBS) `> SEE NOTE 6 D D D D D HEADER AND SILL SECTION TYF.I BY BUCK 11' 27 AUG 2003 1692:48 p.\r-an0ex\wd3.4gn TYP. JAMB SECTION I BY / 2 BY BUCK CHARLES A. PAGEN, P.E. FL. REG. ENG. # 49121 DATE:815102 if E E TYP.AT NE�Q�6- 2-T 01c. 240.0. I N'4X NAX _ WIDTH (INCHES) HEIGHT (INCHES) N0. ANCHORS N0. ANCHORS HEAD JAMB SEE NOTE 8 X35 AND x45 X35 AND X45 (PSF) (PSF) (PSF) (PSF) 19-1180 DETAIL A 2 2 26-112" 2 2 37' 2 2 53-1/8" 3 2 19-1180 38I/40 2 3 26-1/20 2 3 370 DETAIL -C 53I/8° 3 3 19-1/8' 50-518" 2 _ 3 26-1/20 SASH 370 2 3 53-1180 3 3 19-1180 N � 2 _ 4 26-1120 2 4 o 2 4 DETAIL -B 1 3 4 MAY 76-3140 I 2. 5 26 IIZ 2 5 WINDOW DIMENSIONS FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) N0. ANCHORS N0. ANCHORS HEAD JAMB SEE NOTE 8 X35 AND x45 X35 AND X45 (PSF) (PSF) (PSF) (PSF) 19-1180 260 2 2 26-112" 2 2 37' 2 2 53-1/8" 3 2 19-1180 38I/40 2 3 26-1/20 2 3 370 2 3 53I/8° 3 3 19-1/8' 50-518" 2 _ 3 26-1/20 2 3 370 2 3 53-1180 3 3 19-1180 630 2 _ 4 26-1120 2 4 370 2 4 53 -IIF 3 4 19-1180 76-3140 I 2. 5 26 IIZ 2 5 370 2 5 53-1180 3 5 10 F.H. S.MS. W11-1120 MIN. EMBEDMENT t SEE ELEVATION FOR ANCHOR SPACING_ NAx.UNIT WIDTH THAT HEAD/SILL 6. 24 O.C. UAX t4 - 1 # DETAIL -A Qn Z Q Q t� DETAIL -C Q LL- _ SASH N � o DETAIL -8 4 6' NAx W m � z � v Qn Z Q Q t� to MU0 I Q LL- N vi Lu Q W m N � W J o� Q) v � p cn w C> a os m m � 2 o °a w N W o� 0 � z � v Qn Z Q 0 t� to MU0 I Q LL- N vi Lu Q W m N � W J W Q) Z � p cn p C> a � z � v Qn Z Q o t� to MU0 I Q LL- � z � k W � � � Z Q o t� to MU0 I 0 Lu W m 0 m � N � N ' Li m m 2 A• Q (2) *l0 x I-3/4" PH—SMS INTO 2 x BUCK OR (2) 3/100 x 2-314' TAPCON THRU / BY BUCK, (SHOWN) WITH A 1-114' MIN. EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. D 4 (2) *10 x 1-314' FH -SMS INTO 2 x BUCK SEE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW .HOLE TO SEAL PAN PRIOR z TO SCREW INSTALLATION — O Q (2) *10 x 1314' PH—SMS INTO 2 BY BUCK WITH I-112' MIN. EMBEDMENT. SEE ELEVATION FOR ANCHOR SPACING. 2 BY BUCK SHALL BE SECURELY FASTENED TO TRANSFER LOAD TO STRUCTUAL SUBSTRATE. CALL SIZE i WIDTH (C.S. ) STEEL REINF. ALL l0* PANELS [E7 & x60.0 D.P. OPTIONAL BY W OD BUCK 1 WOOD SHIM (SHOWN) OR TYPo JAMB SECTION MUD TRACK AS REQUIRED. MIN RECESS P AFTER 1 BY / 2 BY BOCK INSTALLATION. (2) 3116'0 x 2-114" TAPCON OR MIAMI DADS APPROVED CONC.FASTENER O SEE ELEVATION FOR ANCHOR SPACING. NOTES. I) SHIMS ARE OPTIONAL MAX. SHIM STACK 114'. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 14 (2) *!0 x I-3/4' PH -SMS INTO 2 BY BUCK OR (2) 3/16'0 x 2-314' TAPCON THRU I BY BUCK, (SHOWN) WITH A I-1/4"MIN. EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. 6 O 3/16TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY-PSF WIDTH (INCHES) HEIGHT (INCHES) POSITIVE NEGATIVE OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 80, ( 46 46 152-314' 46 46 99.5' 31 USE HIGH QUALITY CAULK BEHIND DOOR FRAME. 152-314 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS 57.5 575 CHARTS, AND MAY VARY DEPENDING ON SIZE. 57.5 5T5 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX .4 a d BUILDING CODES, ORDINANCES OR OTHER SAFETY _ a a REOUIREMENTS REST SOLELY WITH THE ARCHITECT, - BUILDING OWNER OR CONTRACTOR. 995' 6) CONCRETE COMPRESSIVE STRENGTH. = 3,000 PSI 152-314' AT 28 DAYS. HEADER AND SILL SECTION NSTALTO 7) l MANUFACTURERS RECOMMENDATION IMAX SPACINATION HOS ARE FACTORY G 6" TY/D. / BY BUCK FROM CORNERS,94AT JAMBTOP AND TYPICAL 1800C. 14 (2) *!0 x I-3/4' PH -SMS INTO 2 BY BUCK OR (2) 3/16'0 x 2-314' TAPCON THRU I BY BUCK, (SHOWN) WITH A I-1/4"MIN. EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. 6 O 3/16TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY-PSF WIDTH (INCHES) HEIGHT (INCHES) POSITIVE NEGATIVE 200-314' 80, ( 46 46 152-314' 46 46 99.5' 46 46 152-314 80" (3) 57.5 575 116-314" 57.5 5T5 75-112 57.5 57.5 200-314' ( 45 152-314' 45 995' 45 F45 152-314' 9&' f31 489 116-314' 535 75-1/2 53.4 55.4 114'TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DIMENSIONS DESIGN LOAD CAPACITY-PSF WIDTH (INCHES) HEIGHT (INCHES) (POSITIVE NEGATIVE 200314' ( 667 69.4 152-314' 667 69.4 99.5' 667 69.4 152-314° (3) 667 77.4 116-314' 667 83.6 75!12 667 83.6 200314' ( 60 60 152-3111F 60 60 995' 60 60 152-314' C3) 653 653 116-314' 667 713 75-112' 667 738 No.* IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2),3116'0 x 2-314" T (' STEEL REINF. I APCON OR M1AMf _ l0°PANELS DADE APPROVED CONC. v o k � D.P. FASTENERS. °o W-60.0 3 SGD Wlfll}! SEE ELEVATION FQR ANCHOR SPACING. �, N „; DIMENSIONS O WIDTH W w NEGATIVE (INCHES) (INCHES) X X Q 80 (3) PANEL �Qcv 144-118' 45 45 ti SEE ELEVATION FOR Q 0 m z PANEL ANCHOR SPACING. Y AYlAE r Ln Wim\ W� ��Q, b• o N Z W O DWG FBC-057 W 41 m Q �B' � lBYAY STEEL REINF. I APCON OR M1AMf _ l0°PANELS DADE APPROVED CONC. v o k � D.P. FASTENERS. °o W-60.0 3 g SSD WIDTH TYP FRAWE HEAD /// SKYE AS 91L X X PANEL PANEL ��' 1NULY.E //SAYE AS ffJ=f JAMB ill 7YP� fiCli /� s i _1 YAX (2BY2) TYPICAL ELEVAr/ON (2) *10 x 1-314" FH—SMS INTO 2 x BUCK SFE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR z �—j (2) *10 x l 3/4' PH SMS INTO 2 BY TO SCREW INSTALLATIONG BUCK WITH 1-112' MIN.EMBEDMENT. 2 SEE ELEVATION FOR ANCHOR SPACING ti 0 2 BY BUCK SHALL BE g SECURELY FASTENED TO TRANSFER LOAD TO c� STRUCTUAL SUBSTRATE. a A• HEADER AND SILL SECT 1010 T YP. /BY BUCK OPTIONAL 2 BY WOOD BUCK- CALL SIZE WIDTH (C.S.W.) T YPo HORIZONTAL SECTION l BY / 2 BY BUCK WOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS I' AFTER INSTALLATION. (2) 3116"0 x 2-114' TAPCON OR MIAMI DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES. U SHIMS ARE OPTIONAL, MAX. SHIM STACK 1140. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION MAX SPACING 6" FROM CORNERS, 9" AT JAMBTOP AND TYPICAL l8' OC. `Lr 27 AUG 2003 169330 pAnorondexl-d4rlgn ccn ur�nru g 7YP SGD Wlfll}! SEE ELEVATION FQR ANCHOR SPACING. �, N „; DIMENSIONS 114 MAX SHIM OPTIONAL (BOTH JAMBS) WIDTH ti W W p --i _� v w NEGATIVE (INCHES) (INCHES) X X o ti a 80 (3) PANEL PANEL 144-118' 45 45 ti SEE ELEVATION FOR Q 0 m z PANEL ANCHOR SPACING. Y AYlAE r Ln Wim\ W� ��Q, b• o Lu CA W 1 g SSD WIDTH TYP FRAWE HEAD /// SKYE AS 91L X X PANEL PANEL ��' 1NULY.E //SAYE AS ffJ=f JAMB ill 7YP� fiCli /� s i _1 YAX (2BY2) TYPICAL ELEVAr/ON (2) *10 x 1-314" FH—SMS INTO 2 x BUCK SFE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR z �—j (2) *10 x l 3/4' PH SMS INTO 2 BY TO SCREW INSTALLATIONG BUCK WITH 1-112' MIN.EMBEDMENT. 2 SEE ELEVATION FOR ANCHOR SPACING ti 0 2 BY BUCK SHALL BE g SECURELY FASTENED TO TRANSFER LOAD TO c� STRUCTUAL SUBSTRATE. a A• HEADER AND SILL SECT 1010 T YP. /BY BUCK OPTIONAL 2 BY WOOD BUCK- CALL SIZE WIDTH (C.S.W.) T YPo HORIZONTAL SECTION l BY / 2 BY BUCK WOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS I' AFTER INSTALLATION. (2) 3116"0 x 2-114' TAPCON OR MIAMI DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES. U SHIMS ARE OPTIONAL, MAX. SHIM STACK 1140. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION MAX SPACING 6" FROM CORNERS, 9" AT JAMBTOP AND TYPICAL l8' OC. `Lr 27 AUG 2003 169330 pAnorondexl-d4rlgn ccn ur�nru g 7YP SGD Wlfll}! COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS 114 MAX SHIM OPTIONAL (BOTH JAMBS) WIDTH ti W W p --i _� v ]]IT NEGATIVE (INCHES) (INCHES) X X o ti a g SSD WIDTH TYP FRAWE HEAD /// SKYE AS 91L X X PANEL PANEL ��' 1NULY.E //SAYE AS ffJ=f JAMB ill 7YP� fiCli /� s i _1 YAX (2BY2) TYPICAL ELEVAr/ON (2) *10 x 1-314" FH—SMS INTO 2 x BUCK SFE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. WATER TIGHT ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR z �—j (2) *10 x l 3/4' PH SMS INTO 2 BY TO SCREW INSTALLATIONG BUCK WITH 1-112' MIN.EMBEDMENT. 2 SEE ELEVATION FOR ANCHOR SPACING ti 0 2 BY BUCK SHALL BE g SECURELY FASTENED TO TRANSFER LOAD TO c� STRUCTUAL SUBSTRATE. a A• HEADER AND SILL SECT 1010 T YP. /BY BUCK OPTIONAL 2 BY WOOD BUCK- CALL SIZE WIDTH (C.S.W.) T YPo HORIZONTAL SECTION l BY / 2 BY BUCK WOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. MIN RECESS I' AFTER INSTALLATION. (2) 3116"0 x 2-114' TAPCON OR MIAMI DADE APPROVED CONC. FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES. U SHIMS ARE OPTIONAL, MAX. SHIM STACK 1140. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062". 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS,AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION MAX SPACING 6" FROM CORNERS, 9" AT JAMBTOP AND TYPICAL l8' OC. `Lr 27 AUG 2003 169330 pAnorondexl-d4rlgn ccn ur�nru g 7YP SGD Wlfll}! COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS m WIDTH ASAME AS SILL NEGATIVE (INCHES) (INCHES) X X 72' 80 (3) PANEL PANEL 144-118' 45 45 ti SEE ELEVATION FOR Q 0 m z SEE DWG FDC -057 — OR � DOUBLE / F8C-071 7YPjgcw 76P'7 l I YAz 12P21 TYPICAL ELEVATION 3/16" TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS CAPACITY—PSF WIDTH HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) O ,:::CO 72' 80 (3) 45 45 144-118' 45 45 Li I-- 11 0 No.* IN PARENTHESIS INDICATES O Q PANEL WIDTH IN FEET. N � Q J (2) 3116'0 x 2-314" � � 0 TAPCON OR MIAMI O ,:::CO 1�// DADE APPROVED CONC. m � I BY WOOD BUCK FASTENERS. ti SEE ELEVATION FOR Q 0 m z PANEL ANCHOR SPACING. Y AYlAE �Q b• o Lu 1 DWG FBC-057 W 41 m m �B' � lBYAY W W m (2P21 TYPICAL ELEVATION 2 No.* IN PARENTHESIS INDICATES O Q PANEL WIDTH IN FEET. � � Q J (2) 3116'0 x 2-314" � � � Q TAPCON OR MIAMI O ,:::CO 1�// DADE APPROVED CONC. O � No.* IN PARENTHESIS INDICATES C-) Q PANEL WIDTH IN FEET. j NQ LL! (2) 3116'0 x 2-314" (J) c N W ui TAPCON OR MIAMI O Q 1�// DADE APPROVED CONC. O Q I BY WOOD BUCK FASTENERS. Q SEE ELEVATION FOR Q 0 m z PANEL ANCHOR SPACING. Y AYlAE �Q b• o Lu 114" MAX SHIM �1 OPTIONAL (BOTH JAMBS) 7YP � 18YAX (2BY2) TYPICAL ELEVATION y 7YP S D WIDTH W c N W ui FRAYS HEAD Q 1�// 'WE AS SILL m Q Q 'e 0 oPi X X Q 0 m z PANEL PANEL Y AYlAE �Q Lu 1 DWG FBC-057 TYP DOUBLE AN OR FSC--OT1 / �B' � lBYAY W W m (2P21 TYPICAL ELEVATION W c N W ui Q 0 Zoz m Q Q 'e 0 oPi ov; 41 0 m z = W� �Q Lu W W m m 2 Ln �4* ZZ dz W W ti QZ U QZ U � LQ O � N 0 m ov; W W m m 2 t DISTINCTION SERIES 5me ly$WIHO pESIDEgTW- INSULATE[) FIBERGLASS DOOM IN WOOD FRAME GFNERAI NOTES .1. THE FOLLOWING PRODUCT HAs BEEN EWALUATEO FOR COMPLUNCE WITH TTiE WIND LOADS sPECtM Irk SFcT10N 120 OF THE TEXAS DEPARTME� OF INSURANCE �INoSToRM RESISTANT CONSTR CTIOI4 OUIDE MID SECTIll 103 OF THE TEXAS WINDSTORM INSURANCE' ASSOCIATION BUILDING CODE FOR WINDSTORM RESISTANT CONSTRUCTION. 2. WOOD BUCKS pY OTHERS, MUST RE ANCHORED PPOPFR.LY TQ T"SFq LOADS To THE STRUCTURE. 4. PRODUCT ANCHORS SHALL PE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMUEDMEt(T TO BASE Mi11ER1AL SHALL Be BEYOND WALL. DRESSING Oq STUCCO. J. (PRODUCT DOES NOT MEET IMPACT RESISTANCF P. DESIGN PRESSURE RATING SHALT. RF AS FOLLOWS; - FOR W e' NIGH 000Rs: SFE TABLE 1. - Fog FRAMES OVE9 1} p' UP TD o' 0': SEE TABL.F 2. DOOR IEAFF GONcT_RUGnON: 55iT�T{� FACE SHEETS: EACH 0090•SLAB TFIICKSfBERGlJSS SKIED N OM FORE DESIGN; 111E INTERIOR CAM'OF EACH D008 IS I -I= WITH RIGIOPOLYLIRETHANE CONST(ZUCTIOtj: nie WMICAL EOGEB EF THE SLA' CONSIST OF GLUED INTERLOCKING FIBERGLASS JOINTS.THE N0RIZONTAL EDGES CONSIST OF THE FIBERGLASS SKIN GLUED TO THE WOOD BLOCK AT JOP AND TO 7HE RIGID PVC FOAM INSERT AT BOTTOM, 1 t 1. ,IilC4af��a i� : e r ylTd� � :u ,�tr!.`I7:C•T: � .a . 1• s1•I■��TIi�-� DESIGN RESSURE RATING ABLE 1 1ligN 7AU1 loxmnaN *04 E,vre Hol WILTPATM Ilt outm m M W=co Is rcumvt NOT ArrRayru +e0 Por 14[oATM NQT Mrfjays:D -e0 PeF DESIGN PRESSURE RATING TABLE 2 ir.:� � T!I rl�ii:itilt:d;;?�s• gig 2X SHALL BE . r. 37-1/2- FRAME VDnl= ano,s e+.Toi W111141004 i■ •r.i rl.t .1 � 1.1 7T (7�Tl ,%il& F:'�li:T.'_^ir�:LBa%Lll:iTa-.�7tii�7111 r +�tu r,i;l I a e�:x�lns atowel,art r tanm_ 35-3/4- DOOR PANFL V110T)l `r:1li�li!..'zt7T3. •r. STAGGERED TO 2X. DOOR '� rOerTNR I' ... ' +s0 rer +60 -60 16Ta .GU Sin&ow.:-I I—AT" NOT APPROVED -aa rer W/Sid. i(ci r O -t•5I1 �-fitl (poor dots not ruect "uBc Impact) DR111o1 oe o0 MID. be: Nan Ye Plastics / Plustpro .. _ r (TYP.) rwn N.T.S. C=:) � to R.P.P. O ,z P cm m Q .� o,vw+rt wl, `` QQ�� Q � o9 -DI o l "1 K CV M DESIGN PRESSURE RATING TABLE 2 ir.:� � T!I rl�ii:itilt:d;;?�s• gig 2X SHALL BE . r. wolf LOo1 WUXQM ano,s e+.Toi W111141004 i■ •r.i rl.t .1 � 1.1 7T (7�Tl ,%il& F:'�li:T.'_^ir�:LBa%Lll:iTa-.�7tii�7111 r +�tu r,i;l I a e�:x�lns atowel,art r tanm_ tWMltwDtT d Nat NtmN `r:1li�li!..'zt7T3. •r. STAGGERED TO 2X. DOOR 1�t'1i rOerTNR NOT MMOV60 +s0 rer +60 -60 16Ta .GU Sin&ow.:-I I—AT" NOT APPROVED -aa rer W/Sid. i(ci O -t•5I1 �-fitl (poor dots not ruect "uBc Impact) DR111o1 oe o0 MID. be: Nan Ye Plastics / Plustpro .. _ r (TYP.) rwn N.T.S. C=:) � to R.P.P. O ,z P cm m Q .� o,vw+rt wl, `` QQ�� Q � o9 -DI o l "1 K R110 ►µSW�RI�g„ a 17 g 'f W. , J/�• 4Ax. "�' Zto tD Q) 1x woos 1111cR N. zo1gTAI cRoss SFCTIQLI DODO, � �IlsAl4,cess s€cTl &EILONALlliffS!iOM� �II�( inn illi 0°� ono n nub I I�m� nn np n9� on uEeuenl.l: coHs�l pw tau) tel -al • arc 01/Da/91 CONSUlT1tiQ (e)a) pa4-aaal to i a 16" U.C. MAX. (TYP) ANC)Og IAVOIrr FOR_{)=0_-1149$ "HOR_L&=LM_B'-e" POOR MICA( ANCHOR 1.) INTO 26Y WOOD BUCKS OR WOOL( STRUCTURE 18 PFH Wd. Screw, 1' MIN, EMBEDMENT 2 ) I1410 JBY WOOD BUCKS OR INTO MASONRY 3/Iti" CIA. TAPCONS WIJH J-1/4' MIN, EMBEDMENT NOTE: '�1'1•i:+ll��"t d ;It?'Y ir.:� � T!I rl�ii:itilt:d;;?�s• gig 2X SHALL BE . r. illi t t.. .lLi��Fatl1�19 SIDES, AND i■ •r.i rl.t .1 � 1.1 7T (7�Tl ,%il& F:'�li:T.'_^ir�:LBa%Lll:iTa-.�7tii�7111 r +�tu r,i;l I a e�:x�lns IV4" IMBEDMENT. f. .t `r:1li�li!..'zt7T3. •r. STAGGERED TO 2X. DOOR 1�t'1i �•�q, �II�( inn illi 0°� ono n nub I I�m� nn np n9� on uEeuenl.l: coHs�l pw tau) tel -al • arc 01/Da/91 CONSUlT1tiQ (e)a) pa4-aaal to i a 16" U.C. MAX. (TYP) ANC)Og IAVOIrr FOR_{)=0_-1149$ "HOR_L&=LM_B'-e" POOR MICA( ANCHOR 1.) INTO 26Y WOOD BUCKS OR WOOL( STRUCTURE 18 PFH Wd. Screw, 1' MIN, EMBEDMENT 2 ) I1410 JBY WOOD BUCKS OR INTO MASONRY 3/Iti" CIA. TAPCONS WIJH J-1/4' MIN, EMBEDMENT NOTE: 1I'1'pducj AcFwangc Nq; DST -222 WHEN REQ. THE USE OF 2X SHALL BE ALLOWED USING (4) EVENLY SPACED V4'r X 3" TAPCONS IN THE SIDES, AND (2) EVENLY SPACED V4" X 3" T APCONS IN THE HEADER ALL W/ IV4" IMBEDMENT. IF NEEDED A IX CAN BE NAILED 6" O.C. STAGGERED TO 2X. DOOR IS THEN ATTACHED PER DETAILS ON THIS PAGE. FINS-ANGHQR►NQ QF A • ���A SINGLE INSWING VIN W/Wo SIDEt_FFES PRODUCT ACCEPTANCE Flo.: DS1222 ' '!• CREW S D 1 D 3 LIP . jO�I LL '� HfAD -PHIL A+S Fl At FlW E' _ww Gotisul.TVVIriQ 113) 154-301 r.x:IEw �� Ota -01 3 or, 1I'1'pducj AcFwangc Nq; DST -222 �t to Sita: up to 5'•) x ¢`? (uswtnQ (wood jutnb) Cat>Iigtualion: X; OXO, XO, OX ru 2-4 216 ?.'a.,, . n) Sinelc (.IINn,lic +BO -8U +80 -80 +60 -80 tau -60 , : i>911 -60 WlSidelites +60 -60 16Ta .GU Sin&ow.:-I t75 -SO 164 -77 Ito -71 r5fi •67 +Sil;:§l1 W/Sid. i(ci O -t•5I1 �-fitl (poor dots not ruect "uBc Impact) 12" O.C. MAX. MID. be: Nan Ye Plastics / Plustpro L.ivinpiol1, NJ O7(1]9 r (TYP.) C=:) _ww Gotisul.TVVIriQ 113) 154-301 r.x:IEw �� Ota -01 3 or, 1I'1'pducj AcFwangc Nq; DST -222 �t to Sita: up to 5'•) x ¢`? (uswtnQ (wood jutnb) Cat>Iigtualion: X; OXO, XO, OX ru 2-4 216 ?.'a.,, . n) Sinelc (.IINn,lic +BO -8U +80 -80 +60 -80 tau -60 , : i>911 -60 WlSidelites +60 -60 16Ta .GU Sin&ow.:-I t75 -SO 164 -77 Ito -71 r5fi •67 +Sil;:§l1 W/Sid. i(ci +SO -60 -t•5I1 �-fitl (poor dots not ruect "uBc Impact) Test 4 210--1967.210-2024 MID. be: Nan Ye Plastics / Plustpro L.ivinpiol1, NJ O7(1]9 _ww Gotisul.TVVIriQ 113) 154-301 r.x:IEw �� Ota -01 3 or, SHEET. FD I a 1 �t to a 0 t� � t1. V J o tx C:) Lij 4 N l D r C=:) � O ,z N Q e4O v v CV M SHEET. FD I a 1 DISTINCTION SERIES SMC OUTSWING RESIDENTIAL INSULATED FIBERGLASS DOOR IN WOOD FRAME GENERAL_ NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA. BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUS( BE ANCHORED PROPERLY TO TRANSFER LOADS TO IIIE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DEFAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL PRESSING OR STUCCO. 4. IMPACT RESISTANT SIRMERS NOT REQUIRED 5. DESIGN PRESSURE RATING SMALL BE AS FOLLOWS; - FOR 6' B' HIGH DOORS: SEE TABLE 1• - FOR FRAJ.IES OVER 6' 8' UP TO 8' 0'; SEE TABLE 2. uumnu��N sle�_> IaI sGl e�sr)O 044R _LF/.E L'ONSTRucriQ N; FACE SHEETS: EACH SLAB IS CONSTRUCTED FROM 0.090- THICK IIHERGLASS SKIN. can DESIGN: THE IfNERIUR CAVRY OF EACH DOOR IS FILLED WITH RIGID POLYUREIH)JI'" CONSTRUCTION: 171E VERTICAL: EDGES OF THE SLAB CONSIST OF GLUED INTERLOCKING FIBERGLASS JOINTS -THE HORIZONTAL EDGES CONSIST OF ME FIBERGLASS SKIN GLUED TO THE WOOD BLOCK AT Top AND TO THE RIGID PVC FOAM INSERT AT BOTTOM. TABLE OF CONTENTS SHED DESCRIPTION -- �- G NOTES. TYPICA AA Of ROS5ECjKtN5 (YERTICALD HOEIkU AL. 3 ANCHORING LAYOUT PARI LIST FI -OE wmif -- T-- n I_. al TEAL E126110.6' -fl' DOOR DESIGN PRESSURE RATING TABLE 1�_ rrgi INEm wArrn wxrllAnon CaV[[NOiI' d N9f NETWJ A111" MIN tYYTMnaN NEOATNE -00 PSF - -DO PSF 3 n.-- Ez-- r00 PSF 11/t6" al TEAL E126110.6' -fl' DOOR DESIGN PRESSURE RATING TABLE 1�_ WN[AI n,tw WLTKAMN Qu,, I p NETOEO POOfTNE +00 air INEm wArrn wxrllAnon CaV[[NOiI' d N9f NETWJ A111" MIN tYYTMnaN NEOATNE -00 PSF - -DO PSF JYPIGAL EfEYATION 8'-0' DDDB DESIGN PRESSURE RATING TABLE PART Na. A111" MIN tYYTMnaN YOIEAt ■AnOT WILIIN7*N IOP HAJI 3 ,[WYiLUOrt 6 NW N[EDFL POSI7IV[ r00 PSF 11/t6" NEGATIVE _- o _-33 f3F_` R�i�;tD 0 1 SHIT! SPACE O I WODU SITE z 5252 - sty 5 a florfou LVL. ---------- - . �� - UOsTOI v UUUR UUIIUu (INSWING) �Rp g�LL ,8� �F w RRAS5 _ UT. .1I...� t 17415 DOOR FRAME r a D3 1 < IZ� IO •` I R IP cju$ fi50 WFAT[ s1r� . --FC *bLrrml' R EW3d AKfILVI--- I r<-eaaB-seed ALUMUIIIN WadO - D �a POIAURE11WIE OA1 CORE_ JYPIGAL EfEYATION 8'-0' DDDB DESIGN PRESSURE RATING TABLE PART Na. A111" MIN tYYTMnaN YOIEAt ■AnOT WILIIN7*N IOP HAJI NEa1ANEIA M q Nf3Dm ,[WYiLUOrt 6 NW N[EDFL POSI7IV[ r00 PSF +00 PSF NEGATIVE _- ---DUI P- 3-F - _-33 f3F_` FR&iAE WIUIII-- -T J -fir- 10' D.G. MAX. J _ Y n m --T _ 10' (U c. NAx. (IIYP.) T.._ -T --T -1 B[1CLlIUi1dY(111I..1:9t1.9:-0:.IlR011 E[1G1/911. J-�YOSII..IOfL. fi=tL' .Il9GB 1Y191+.CL.. •Jd111ili:i I) 1.410 28'i W041U IIIJC4j UIt 'NODU S11111OR'" IR SN5, 1-1/2' MIN. EMOEOUEHI "1.) 3/l 1 OL WTAP IIUCNS Oft INTO - ult4. LEY J1lu DIA. uoo I,I4 WITH ,-1/,• uIN. FUREDMENi OESCRIPI)ON 731 PART Na. MATEKIAL _ 11 IOP HAJI �T 11. _. l02.81L.. Il C �I E' . --T _ 10' (U c. NAx. (IIYP.) T.._ -T --T -1 B[1CLlIUi1dY(111I..1:9t1.9:-0:.IlR011 E[1G1/911. J-�YOSII..IOfL. fi=tL' .Il9GB 1Y191+.CL.. •Jd111ili:i I) 1.410 28'i W041U IIIJC4j UIt 'NODU S11111OR'" IR SN5, 1-1/2' MIN. EMOEOUEHI "1.) 3/l 1 OL WTAP IIUCNS Oft INTO - ult4. LEY J1lu DIA. uoo I,I4 WITH ,-1/,• uIN. FUREDMENi I-1/1' Yj X MIN. I1J8ED. [ y IX W'00o Ilt1EH- 1/ SHIM 5PACE- TIYP., All Eli 1 u 411 -------------- 7 A, yP 17 I LIFO Ns OtlJ�IUN 33-3/4• DOOR PANEL WIDIII -- - I- 3/32• -.--- 37-1/2' FRAME WIUNI -•- / j0RizoN-rAL CRosS-SEc�:I� E�; co'll .row lu3) Ea, -3u 02 09 99 axa�N.T;S. - v9�a3 " "VV 1. aE . 3u) [el -tan �V Y CONSULTING (Ot3) 601-7431 uc 01 /08/99 N.T.Ss rc. ur: R.P-P_,-_ w. 9r1 w,wa Na _ 99-02 cn I a[-4 1 - L591' I -•- IABI" 1 1.009• I 1.201• I 1.201' =1.1 I .. • � 0.12 I U 121 I 1 PAS70 - I PI573C 1 PA574C I 1.736 1 1 1 -- 4.0317 0 0' 0.148 0. rTT I -� --- 1.a91� I U.3W•-+ 1 O.0 -• 1 PAJ73 1 PASUI 1 -u- -J ^1 i Tom...... - - --1-1-' -- -- -- --- - I 0.0 7 ]9' 0.21 I -'1 0.079•.•.. 0.217 I 0.700' DISTINCTION SERIES SMG OUISWING RESIDEHIUL INSULATED FIBERGLASS DOOR IN WOOD FfWAE 11STEEL REINFORCED WIPI FULL GIASS IIIE) - GENERAL. NOTES 1. DOS PRODUCT IS DLSIGNED 10 MEET IIIE SUUIH tL.UINILI 9111LDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. W000 BUCKS BY OTHERS, MUS( BE ANCHORED PROPERLY TO TRANSFER LOADS TO TiIE SMUCIURE. J. PRODUCT ANCHORS SIUI.I. BE AS LISIED M1D SPACED AS SHOWN ON DETAILS. MICHUR EMBEDMENT TO aASE MAIERIAI. SI LAIL. BE OEl ONO WAIL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED 5. DESIGN PRESSURE RATING SI W L BE AS FOLLOWS: - FOR 8' 8' HIGH D0012;': yEE I/AlE I. - FOR Ff"ES WLR 6' 8' UP TO 8' D': SEE TABLE 2. o00R .l_EtE_S4L35TEU(�314N� 1. FACE SHEETS: EACH SLAB IS CON5TILUCILU FROIA O.U75 TIIK. FIBERGLASS SKIN. 2. UK Df5IcL-b THE INTERIUR CAVFIY OF EACII UUOR IS FILLEU WITH RIGID POLYURETHANE. 3. CONSTRUCTION: THE VERTICAL EDGES OF THE SLAH CONSIST tN7EHLOCKING FIBERGLASS JOINTS THE HORI2UNIAl. EDGES CONSIST OF DiE FIMERCLASS SKIN, GLUED TO THE WOOD UUCK OF GLUED AT TOP AND TO 111E RIGID PVC FOAM INSERT AT MOTION 4. GLAZING: 5/B' OVERAl1 THICKNESS IHSULAIED GLASS PANEL. CONSISTING OF: TWO 1/e- TEMPERED IITES AND ONE NR SPACE. - 5. RE111F000ING: ONE 1))+11' STUPED STEEL. REJNFORC111G M1CCHEL MEASURING .591'.0.74tl'n0.0'19' 111K. tNLYJOCATEO AT'EACH PANEL STILE. (8'-U' DOOR TAAI E OF CONTENTS SHEET (DESCRIPTION T_._. o .tioIs _ ELEvaTIaHs -- -- 2 CROSS SECTIONS_ VE KCAL AND tIORIZONTAL _ ANCHORING [MUT PART LIST ---_- - 31-1/2' FHAUE WI0I11 r_:_ -- ........ \ lo' D.C. unx. U / O aiQiwiA-1YGU1. ELlU tk:�E OQOB ftFM OESCRIPI)ON 731 PART Na. MATEKIAL _ %k IOP HAJI �T _. l02.81L.. Il C --_49 E' . 3 UINGE SIJIL R�i�;tD 1.$ 1 SHIT! SPACE AI W , imv I WODU SITE NN 104 NY�--__ . 5252 - sty 5 3 ---xT florfou LVL. ---------- - . �� - UOsTOI I UUUR UUIIUu (INSWING) �Rp - L(,0. LXL�v- RRAS5 _ UT. .1I...� t 17415 DOOR FRAME 7 `J C G W � 1 111RE51101.0 (OUISWING) LiL IO �3 OFF I R IP cju$ fi50 WFAT[ s1r� . --FC *bLrrml' R T� AKfILVI--- �b���� r<-eaaB-seed ALUMUIIIN WadO i6 D POIAURE11WIE OA1 CORE_ 1iu7"li- At c 18R Dix 11?_.PF5W00o_v5 1 i x -- -- m•tT 14 ,/. . . 018 a G w 2D 10 �- 19 PP RIf6 IH iWOWI BACK 1 I-1/1' Yj X MIN. I1J8ED. [ y IX W'00o Ilt1EH- 1/ SHIM 5PACE- TIYP., All Eli 1 u 411 -------------- 7 A, yP 17 I LIFO Ns OtlJ�IUN 33-3/4• DOOR PANEL WIDIII -- - I- 3/32• -.--- 37-1/2' FRAME WIUNI -•- / j0RizoN-rAL CRosS-SEc�:I� E�; co'll .row lu3) Ea, -3u 02 09 99 axa�N.T;S. - v9�a3 " "VV 1. aE . 3u) [el -tan �V Y CONSULTING (Ot3) 601-7431 uc 01 /08/99 N.T.Ss rc. ur: R.P-P_,-_ w. 9r1 w,wa Na _ 99-02 cn I a[-4 1 - L591' I -•- IABI" 1 1.009• I 1.201• I 1.201' =1.1 I .. • � 0.12 I U 121 I 1 PAS70 - I PI573C 1 PA574C I 1.736 1 1 1 -- 4.0317 0 0' 0.148 0. rTT I -� --- 1.a91� I U.3W•-+ 1 O.0 -• 1 PAJ73 1 PASUI 1 -u- -J ^1 i Tom...... - - --1-1-' -- -- -- --- - I 0.0 7 ]9' 0.21 I -'1 0.079•.•.. 0.217 I 0.700' DISTINCTION SERIES SMG OUISWING RESIDEHIUL INSULATED FIBERGLASS DOOR IN WOOD FfWAE 11STEEL REINFORCED WIPI FULL GIASS IIIE) - GENERAL. NOTES 1. DOS PRODUCT IS DLSIGNED 10 MEET IIIE SUUIH tL.UINILI 9111LDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. W000 BUCKS BY OTHERS, MUS( BE ANCHORED PROPERLY TO TRANSFER LOADS TO TiIE SMUCIURE. J. PRODUCT ANCHORS SIUI.I. BE AS LISIED M1D SPACED AS SHOWN ON DETAILS. MICHUR EMBEDMENT TO aASE MAIERIAI. SI LAIL. BE OEl ONO WAIL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS ARE REQUIRED 5. DESIGN PRESSURE RATING SI W L BE AS FOLLOWS: - FOR 8' 8' HIGH D0012;': yEE I/AlE I. - FOR Ff"ES WLR 6' 8' UP TO 8' D': SEE TABLE 2. o00R .l_EtE_S4L35TEU(�314N� 1. FACE SHEETS: EACH SLAB IS CON5TILUCILU FROIA O.U75 TIIK. FIBERGLASS SKIN. 2. UK Df5IcL-b THE INTERIUR CAVFIY OF EACII UUOR IS FILLEU WITH RIGID POLYURETHANE. 3. CONSTRUCTION: THE VERTICAL EDGES OF THE SLAH CONSIST tN7EHLOCKING FIBERGLASS JOINTS THE HORI2UNIAl. EDGES CONSIST OF DiE FIMERCLASS SKIN, GLUED TO THE WOOD UUCK OF GLUED AT TOP AND TO 111E RIGID PVC FOAM INSERT AT MOTION 4. GLAZING: 5/B' OVERAl1 THICKNESS IHSULAIED GLASS PANEL. CONSISTING OF: TWO 1/e- TEMPERED IITES AND ONE NR SPACE. - 5. RE111F000ING: ONE 1))+11' STUPED STEEL. REJNFORC111G M1CCHEL MEASURING .591'.0.74tl'n0.0'19' 111K. tNLYJOCATEO AT'EACH PANEL STILE. (8'-U' DOOR TAAI E OF CONTENTS SHEET (DESCRIPTION T_._. o .tioIs _ ELEvaTIaHs -- -- 2 CROSS SECTIONS_ VE KCAL AND tIORIZONTAL _ ANCHORING [MUT PART LIST ---_- - 31-1/2' FHAUE WI0I11 r_:_ -- ........ \ lo' D.C. unx. U / O aiQiwiA-1YGU1. ELlU tk:�E OQOB ftFM OESCRIPI)ON 731 PART Na. MATEKIAL _ %k IOP HAJI �T _. l02.81L.. 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