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118 Wheatfield Cir - BR04-001529 (CELERY LAKES) (SFR) (A)
01 0 100 PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Maronda Homes 1101 N Keller Rd., Ste F Orlando, FL 32810 407-475-9112 CRC 058496 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION Ce ler u Lahe S PERMIT # /D DATE PERMIT DESCRIPTION eu PERMIT VALUATION ; l� SQUARE FOOTAGE c c c m tj H F0uN1)/-\\-F ON PL/\N I//[ll = 11_011 30'-0" 8" x 8" POURED CONC. i MONO FOOTING W/ (1) #5 BAR I I cn e r po I m i DOX 4 -PAHO 5LA6 1 I N I t I Z 41 e -1f &-1 7JD Cc t = = =:&:= =Y — i SLAB/PORGFI LOGATION ARLINGTON 4 REV. 3 1/2" CONC. SLAB NWC f 'c=2500 PSI REINF. WWF. 6X6XW 1.4XW 1.4 JT � I I i i I 1 I 7 —.--------_..---- _—_. --.— —— —.—--.--._.....,—. ... -- _ — —_..--i.-- r.. —_...— — -s_ _ X3'3 LVlY.. !-/LLGGU 4G LLJ GY/ N 05 BAR W/ (GRADE 40) STEEL TIED AT FOOT/NG & LINTEL STEEL (T/PJ L O ;i Ln 0 � 0 q� • � lt! � 1 C Maronda Systems 4005 Maronda Way, Sanford, FL 32777. (407) 321.0064 • I l Q • vrr Tomas Ponce, P:E. l,i'ume AD FF -3 12 'UNDATION "K' .,, SHEET: y'. YT 77777 • To OAC6 en ser A:Zv�"" �ENER -A IFLOOR PLM, (Zg!r lArr.-I. 0lJri7_r MCI C17 C fnA i C 'i /A -WIN'06'WS "'MD WQPS� iTil - SAF 4A N ATt -6 Z D,Wj rrkh "j"PtEt OF ME ALL EXTERIOR WALLS"SHAU E CONSIPERED SHEA R W.A. il M_lYIvU$ 0y, CA57' &v 4TH TU6S COYPPMURE.��` A0_ W/ND6W -.A D N q09R. qff#&GS�' EX TER WALLSJO, BE, OR! WkRETE'BEAMS AL1W/,YO Ow ZQ R OPEN T .// A] n rt4 -BLOC, �Wl P.TiFURRING�,, pF-.,,q'AlhYhVAJ WI&N AA1n 1PAMINAl "F7 WIT V'�4' OF 'A DOORSWING �'AU, �SUOING GLASS A) i,; c -j%�rr%' flO A001 irre-e,:. �JL�n 7� z ECHAN CA t ROUGHrINS MUST TE.,'/ SPECTED,�AAID` PLE :APPROIED'BEFORE REQUESTING T, E 'H To OAC6 en ser A:Zv�"" ,. -_ m ;. �� II K���' s�ae� i :.treverset125r1 l�n C?a� 31a '"2003 C t Y r NOT . V SED • R STRAP ;NST 12 FROM A TOP PLAT TO HE )ER (SEES EDULE BELOW) A 2X HEADER,I E FL PLAN SECTION A -A FOR PROPS SIZE FRS ING, NAIL HEAD R TOGETHER w/ 10d ' LS STACG. MISC. HARD& ■ FA3 Rrl6 RT/6-2 HC520 CLIP HCDP CUPS LIR HHCP2 CRNR CUP i HTW24 f i PROVIDE RCDP TO OUTER STUD, TYP. 2x HEADER SISTA 18 (2)NAILS o nP PLATE NOT . V SED • R STRAP ;NST 12 FROM A TOP PLAT TO HE )ER (SEES EDULE BELOW) A 2X HEADER,I E FL PLAN SECTION A -A FOR PROPS SIZE FRS ING, NAIL HEAD R TOGETHER w/ 10d ' LS STACG. MISC. HARD& PRODUCT CODE, FA3 Rrl6 RT/6-2 HC520 CLIP HCDP CUPS LIR HHCP2 CRNR CUP HTA 20 ANCHOR HTW24 KST227 STRAP ANC. LPTA LTWl2 STA36 LTS20 STRAP ANC MPAI & MPAIF MP6F USTA/2 MSTAI8 MSTA24 MSTA30 `T w18 MSTC 40 MTS273 STRAP ANC 12' O.C. . SPACING NAIL STUDS T ETHER w/ 10d NAILS TACO.a ' 12' O.C. MAX. ACING VARIES, E CHART BELQN CONN.OUTER STUD TO RIM JOIST W/ OSTA24 MAX. JACKS @ HEADER SIZE STUDS 0 STUDS o 515 OPN'G SI EAENDEAEND (4) Bd TRUSS 475 EAEND MST . 12 tOd 1 ,z TRUSS 675 110) lod X 11�' PLATE 8'-U MAX.HGT. 10'•0' UM.HGT. 1500 2 (ll 2x HEADER, FLOOR PLAN 1 2 N/A USP FACE OF GABLE W/ *2x4 (10) 10d x 11,2 2 2 (() CEN.OF H CEN, FACE OF GABLE W/ 2x4 (22) 10d x III?' /305 FOR PROPER SIZE FRAMING USP 112) 10d )• 11,2 735 USp CONCRETE 11) 12 x i BOLT. M(N 4,g EMB, 2 3 (1) � 2 OFF EA END OF HDR. TYP. HEADER DETAIL -20 FLOOR FRAMING fbc2O0A1slrucNvdIwderdgn SCALE. V2' -1'-0' F: . -STANDARD 1. '6 -PANEL' DOOR j . ( Ui F' I i I v 1- I V� •� l I �O z Z IUW0< T/ A/C I PLAT F RM RETURN A/C ( GRILLE, j r I SEE ,MECHAN(CAL SHEET FOR SIZE Af LOCATION F I ELEVATION SEI bol ION ' A/C CLOSET D R CER. TILE E CONNECTORS:: MANUFACTURER FASTENERS i' 14AX' UPLIFT TOP 44) IOd x'1 � USP $10E (2) 10d II' 1155 USP TOP PLATE$ (9) IOd` 1105 TRUSS (9) 10d x 1 1/2' i0P PLT 101 Od USP TRUSS (10) 10d 1495 USP (11) 8D PLATE 515 (6) 8D STUD USP (4) Bd TRUSS 475 t41 8d PLATE USP tOd 1 ,z TRUSS 675 110) lod X 11�' PLATE USP (14) 10d X 1'12 1500 USP 1 (20) 10d 1530 USP (34) 16d 3200 USP FACE OF GABLE W/ *2x4 (10) 10d x 11,2 1225 N F' GAOLE W/ 2x6 (1 3) 10d x 111' USP FACE OF GABLE W/ 2x4 (22) 10d x III?' /305 END OF GABLE W/ 24 (18) Tod USP 112) 10d )• 11,2 735 USp CONCRETE 11) 12 x i BOLT. M(N 4,g EMB, 1255 STUD 110) tOd X III?' USP (12) 8d + 11,2 680 USP (6) 8d 550 USP (10) 1 od 620 USP (14) 10d 870 USP (18) 10d 1120 USP (22) 10d 1375 11 SP (14) 10d 860 USP jSTUD (50) 1 Od 3790 BLGCK (12) TAPCON STAGGERED USP 1 (24) 16d / (4)1/2' ANCHOR BOLT 4635 1 CERAMIC TILE TO CARPET GROUTED CELL w/ (I) °5 REBAR STANDARD t ■c nnn,irn Ilan TYPICAL BOND BEAMy CORNER SCALE: V2'- I' -O' 8'CONC.BOND BEAM BLOCK w/ (I)'5 REBAR CONT. (GRADE 40) in N ED CELL (3000 psI CONCJ (l) -5 REBAR, VERT. '5 REBAR w/ 25' LAP AND 6' MIN. EMBED. d O -I- T/ !st FLOOR SLABq LFTA6 �. U) o 1 RT 24T EPDXY (A & B) Mix , ANCHOR FASTENING SCHEDULE MISSED DOWN ROD REPAIR MISSED ROOF. TIE DOWN REPAIR SCALE: r2' - P FOR MISSED FLOOR ANCHORS CONSULT ENGINEER STAFF SCALE: N.T.S. TOP PLATE METAL TRACK (TYP) TOP PLATE METAL TRACK (TYP) EXCEPT IF WALL IS A BEARING EXCEPT IF WALL lS A BEARING WALL, SEE FLOOR PLAN WALL, SEE FLOOR PLAN LEG2x BOTTOM TO HARD BRD.SCREWED S CHART B�LOW� BE Q HEADER HGT.TO 2x's ,7\\'.J� 1 Lli J OUTSIDE CORNER I INSIDE CORNER VINYL TO CARPET VINYL CARPET OUTSIDE CORNET U A. - a 25 GAUGE MTL.STUD 45 DEG. ANGLE `—V8' MASONITE SCREWED TO SIDE & TOP 2x's OPENING SEE FLOOR PLAN FOR SIZE 8' COX FILLER SCREWED TO - 2x ON BOTH SIDES OF OPN'G. OPENING , LEGS 2'-1' = 2'-O' ARCH . OPENING 7V2» CER. T ILE ' . CARPET 2'-6' ARCH OPENING W — .. OUTSIDE CORNER I INSIDE CORNER VINYL TO CARPET VINYL CARPET OUTSIDE CORNET U A. - a 25 GAUGE MTL.STUD 45 DEG. ANGLE `—V8' MASONITE SCREWED TO SIDE & TOP 2x's OPENING SEE FLOOR PLAN FOR SIZE 8' COX FILLER SCREWED TO - 2x ON BOTH SIDES OF OPN'G. `-- 2x BOTTOM TO BE 0 HEADER HGT• 312' HARD BRD. ST RIP TO FOAM ELLIPSE ARCH OPENING SEE FLOOR PLAN FOR SIZE OPENING OPENING , LEGS 2'-1' = 2'-O' ARCH . OPENING 7V2» 2'-7' - 2'-6' ARCH OPENING 5'-1'- T-0' 2'-9' - 2'-8' ARCH OPENING 9%, 3'-N - 3'-O" ARCH OPENING 105/$" 4'-1' • 4'-0' ARCH 'OPENING .. 15' `-- 2x BOTTOM TO BE 0 HEADER HGT• 312' HARD BRD. ST RIP TO FOAM ELLIPSE ARCH OPENING SEE FLOOR PLAN FOR SIZE OPENING LEGS 21-V - 3'-/' 4' 3'-2 '- 4'-0' 5V2' 4'-1'- 5'-0' 6V2' 5'-1'- T-0' 8' 7'-1 '- 9'-0' 91/2' 9'-P-12'-0' 12' V) 0cli w 0 fi a Zz 0 Z r� `l c;t 4JLi ;2,7 1, 'ry1 k ornaJ PUXO NE. io. D`700 /A�� i , JJU, 1 , SHEET: SDI i V F- f. • t E f i 1 t c t i( I CONTRACTOR NOTE: INSTALLATION FOR GARAGE DOOR TYPES (AS PER TEST '960507-A) i r - • ' 0 O tl tl i i t. i l I 2x4 P.T. SYP ATTACHED w/ POWER ACTUATED 0.14" x3" LG. SHOTS s 12" O.C. OR 00) x 3" TAPCONS — 8" CONC. LINTEL BLOCK w/ (!J °5 REBAR, CONT. — HIG14 STRENGTH PRECAST LINTEL, SEE FLOOR PLAN - FOR LOCATION OF FILLED LINTELS 2x8 P.T. n n e o 0 73" GARAGE OPENING o — 8' CONC, BLOCK 8' CONC. BLOCK v 0 uia " VERT. REINFORCEMENT, VERT. REINFORCEMENT, SEE . 48" 0 SEE FOUNDATION PLAN I ' FOR'LOCATION: FOUNDATION PLAN FOR LOCATION 'i.• 3000 psICONC.@ 28 DAYS it � tx P.T. FURRING ` _ 2x6 P.T. 12 SYP SIDE FOR ATTACHING BRACKETS FOR VERT. TRACKS w/ (3)12' x 8" ' ` ATTACHED w/ f,31 /2 x 8'J -BOLTS ,WITH NAIL, FASTEN DOOR 'FRAME WITH %" x EW ' J -BOLTS, SEE LOCATIONS w/ 112" OIA.WASHER. TAPC0jV THRU DOOR FRAME' INTO .BLOCK WITH MIN, 14 v CMBEQMENT, SEE DOOR MANUF. 4005 Maronda Way . 0- SEE ELEVATION FOR LOCATION 16' IIIIIIII GARAGE FLOOR GARAGE DOOR DUCE' C ETAIL STANDARD BOOR UCK :DETAIL — 8" CONC. LINTEL BLOCK w/ (!J °5 REBAR, CONT. — HIG14 STRENGTH PRECAST LINTEL, SEE FLOOR PLAN - FOR LOCATION OF FILLED LINTELS 2x8 P.T. n n e o 0 16'-0' MAX, GARAGE DOOR OPENING, SEE FLOOR PLAN FOR WIDTH GARAGE DOOR ELEVATION 8" CONC. LINTEL BLOCK w/ fl) °5 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 1x4 P.T, DOOR BUCK �J SEE FL 10 PLAN— STANDARD DOOR. ELEVATION SCALE3/''' 1'-0" r' r: 73" GARAGE OPENING o — 8' CONC, BLOCK 8' CONC. BLOCK v 0 uia " VERT. REINFORCEMENT, VERT. REINFORCEMENT, SEE . 48" 0 SEE FOUNDATION PLAN I ' FOR'LOCATION: FOUNDATION PLAN FOR LOCATION 'i.• 3000 psICONC.@ 28 DAYS 2x6 P.T. '2 SYP 0 EACH � tx P.T. FURRING ` _ 2x6 P.T. 12 SYP SIDE FOR ATTACHING BRACKETS FOR VERT. TRACKS w/ (3)12' x 8" ' ` ATTACHED w/ f,31 /2 x 8'J -BOLTS ,WITH NAIL, FASTEN DOOR 'FRAME WITH %" x EW ' J -BOLTS, SEE LOCATIONS w/ 112" OIA.WASHER. TAPC0jV THRU DOOR FRAME' INTO .BLOCK WITH MIN, 14 v CMBEQMENT, SEE DOOR MANUF. 4005 Maronda Way . 0- SEE ELEVATION FOR LOCATION 16' , GARAGE FLOOR GARAGE DOOR DUCE' C ETAIL STANDARD BOOR UCK :DETAIL 16'-0' MAX, GARAGE DOOR OPENING, SEE FLOOR PLAN FOR WIDTH GARAGE DOOR ELEVATION 8" CONC. LINTEL BLOCK w/ fl) °5 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 1x4 P.T, DOOR BUCK �J SEE FL 10 PLAN— STANDARD DOOR. ELEVATION SCALE3/''' 1'-0" r' r: 4 — 8' CONC, BLOCK 8' CONC. BLOCK v 0 uia " VERT. REINFORCEMENT, VERT. REINFORCEMENT, SEE . ' U-} b SEE FOUNDATION PLAN I ' FOR'LOCATION: FOUNDATION PLAN FOR LOCATION 'i.• 3000 psICONC.@ 28 DAYS %'DRYWALL (DOTTED) � tx P.T. FURRING ` _ 2x6 P.T. 12 SYP Ix4 P.T. DOOR BUCK, ALIGN WITH INSIDE ' FACE OF, BLOCK, TEMPORARILY FASTEN ' ` ATTACHED w/ f,31 /2 x 8'J -BOLTS ,WITH NAIL, FASTEN DOOR 'FRAME WITH %" x EW ' w/ 112" OIA.WASHER. TAPC0jV THRU DOOR FRAME' INTO .BLOCK WITH MIN, 14 v CMBEQMENT, SEE DOOR MANUF. 4005 Maronda Way . Sanford, FL 327711 ; SEE ELEVATION FOR LOCATION FOR NUMBER OF' TAPCONS' REQUIRED. , GARAGE DOOR DUCE' C ETAIL STANDARD BOOR UCK :DETAIL SCALE: % ' I'-0" G E e k t, .. 0 CONTRACTOR NOTE: FOR INSTALLATION SIZES OF NORANDEX SLIDING DOOR SERIES 500 UP TO 8'-01" x 6'-8' AS PER +96-0131JO & SERIES 502 UP TO 8'-0' x 8'-0' MAX. (AS PER TEST x'96-060820) 8" CONC. LINTEL BLOCK w/ U) 15 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS 2x8 P.T. DOOR BUCK NJ c.� W 6,j u- Lij 0. RECESS IN SLAB v DOOR\ SEE FLOOR PLAN A CL 0 w SLIDING GLASS DOOR ELEVATION 8' CONC. BLOCK VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION 12' DRYWALL (DOTTED) Ix P.T. FURRING 2x8 PT. °2 SYP DOOR BUCK, ALIGN WITH INSIDE FACE OF BLOCK, ATTACH w/ (9)12d COIL NAILS 0 8' O.C., STAGGERED, OR (4) 3/0 " x 3' TAPCONS, TOP AND SIDES, SEE ELEVATION FOR LOCATION • ALLOWABLE CONTINUOUS FILLER, UP TO Ix NAILED TO 2x8 a 6' O.C..STAGGERED 0 SCALE: ,/4'; I'-0" NAIL'G PATTERN 12d COIL NAILS, SHOWN t SLIDING GLASS DOOR DUCK DETAIL SCALE: 3/" - 1'-0" U O Z Q N Q. 0 Tomas VoiicF,. r . Liopose No, 606E1069 SHEET: 4 v 0 uia U-} b �i Maronda S)ysteml 4005 Maronda Way . Sanford, FL 327711 ; (407) 321-0064 x Tomas VoiicF,. r . Liopose No, 606E1069 SHEET: 4 2x4 BLOCKING EVERY OTHER TRUSS TOE -NAIL TO NAILER w/ (2)10d NAILS 2 AND (2) lOd NAILS v TOP CHORD OF TRUSS ECJ / v�� FIELD TRIM MTL. DRIP EDGE I �,,� CKS / / CORNER JACKS ALUM: FASCIA ON TRUSS PLACEMENT CORNER DETAIL B T SCALE: N.T.S. / 1-RE-ENGINEE�"11 SEE INFO Sh ATTACHMENT GABLE END LADDER O.H. 2x4 SPF NAILS LPTA12 TRUS,' 2X4 NAILER %6'OSB SHEA w/ DMF ON L FRONT AND B, W/80 0 31O.C. 6' O.C. FIELD I2 / 6 61 S PLACEMENT CORNER NOT USED HIGH ENTRY GABLE BRACING/ CONNECTION NTS NOTE: GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM, STRONGBACK AND CONNECTIONS. NO X -BRACING NEED. PRE-ENG'D TRUSS 2 x 4 BLOCKING STAGGERED BETWEEN TRUSSES FOR 8' PERPENDICULAR TO GABLE END I/2' GYPSUM ' CEILING DIAPHRAGM SEE INFO FOR EMBEDDED l�q' DRYWALL TRUSS ANCHOR SCREWS (4 71O.C.EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATION MAX, GYPSUM CEILING DIAPHRAGM TO SI DEW ALL CONNECTION NTS 2x4 SUB -FASCIA T -NAIL THRU FASCIA SOFFIT INTO SUB -FASCIA 2x2 SYP CONT. WOOD BATTEN STRIPS w/ (2) 10d NAILS, T06 -NAILED CORROSION RESISTANT NAIL VENTED SOFFIT AND J- I l0' CHANNEL w/ Il4° T -NAIL SEE ELEV. OF I' STAPLE L A TYP. SOFFIT a) 24" O.H. or LARGER SCALE: S. SCALE: V2'- I'-0' -111 1 1111 GABLE TRUSS W/ BRACING PER TRUSS ENGINEERING (UP TO 44' SPAN) — COMMON TRUSS 24'0. 7116'058 SHEATHING USE 8d NAILS 3'O.C.EDGff & 6' O.C. FIELD ALL EDGES BLOCKED — if L tx, SEE DETAIL 'B' FLAT CEILING AT 8'-0' SEE DETAIL 'A' b GABLE END WALL BRACING/CONNECTION DETAILS SCALE 1/4' • I' -O' NOTE: GABLE BRACED BY ROOF AND/OR CIELING DIAPHRAGM AND CONNECTION.NO X -BRACING NEEDED PRE-ENGD TRUSS ROOF ASSEMBLY, SEE TYP. WALL SECTIONS %' OSB SHEATHIN USTA12 @ 48' . . ALONG 2x4 2x4 '7 SYP CONV. FRAME �•�� O.C. ALUM. FASCIA ON 2.44 SUB -FASCIA WALL ASSEMBLY, SEE FLOOR PLAN GABLE TRUSS W/%6'OSB — SHEATHING, EDGES BLOCKED, W/ 8d 82 3' O.C. EDGES, 6' O.C. FIELD r� SE'S .1i. -.—• ELEV CONV. FRAMED NIP OF NOT USED SCALE: r2'x BRACING PER TRUSS ENGINEERING VALLEY T (TYP rx ES ENGINEERED TRUSS LPTA &I 48' O.C. TO GABLE TRUSS (MIN.2 REOJ NAIL 2x4x8' NOT 2X4 BLOCKING TO 2x4 BLOCKING GABLE RACED BY ROOF AND/OR STAGGERED W/(2)12d NAILS CEILING IAPHRAM, STONGBACKS EACH FRAMING f AND CON CTIONS NO X -BRACING LPTA TRUSS ANCHOR 2X4 B COKING SPACE NEEDED. AT 4' O.C. W NAIL MST l2 (10) IOdX 1%2' v 41-0O.C. v N EAUST 12 ' r NAILS TO TRUSS, 18t 4 FRAMING 1ALSEGABLE BRACIN & ' SPACE BTM.GORD WRAP& NAIL — - i'--- - ON FRONT OF GABLE SHEAT HI NG/CONN° DET Al ,�S ' 8' LINTEL BLOCKIA 2x4x8' FLAT BLOCKING Q 4'-O.O.C. W/(1) *5 REBAR NAILED TO TOP OF TRUSS BOT.19 (GRADE40) CHORD w/ (2)12d NAILS EA. TRUSS 11/4' DRYWALL (2)12d NAILS v EACH END SCREWS ' e 7' O.C.EDGES & FIELD WITHIN DIAPHRAGM V2' CEILING BOARD SEE INFO SH. FOR LOCATION DIAPHRAGM IV2' MAX. TRUSS T 0 GYPSUM CEILING ISI APHRAGM M DRIP EDGE ALUM, SC1A ON —� BLOCK CONNECTION TO END . WALL CONNECTION 2x4 SU FASCIA SEE ELEV. OR — SCALE I I'-0' DETAIL "All SCALE: %" • I'-0' DETAIL „BI� EXT. FINISH GABLE TRUSS&' OSB SHEATHING EDG BLOCKED W/8d � 3" 0. EDGES, 6'0,C. FIELD ELEVATION ONLY' WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN, TYPE WOOD FRAME 2x4 (2) 2x4 10d NAILS a 6' ON CEN. 2x6 (2) 2x4 META4 FRAME 2x4 I I i i 314' S SCREENS a 6' ON CEN. V) (2) 2x4 f o V r� SE'S .1i. -.—• ELEV CONV. FRAMED NIP OF NOT USED SCALE: r2'x BRACING PER TRUSS ENGINEERING VALLEY T (TYP rx ES ENGINEERED TRUSS LPTA &I 48' O.C. TO GABLE TRUSS (MIN.2 REOJ NAIL 2x4x8' NOT 2X4 BLOCKING TO 2x4 BLOCKING GABLE RACED BY ROOF AND/OR STAGGERED W/(2)12d NAILS CEILING IAPHRAM, STONGBACKS EACH FRAMING f AND CON CTIONS NO X -BRACING LPTA TRUSS ANCHOR 2X4 B COKING SPACE NEEDED. AT 4' O.C. W NAIL MST l2 (10) IOdX 1%2' v 41-0O.C. v N EAUST 12 ' r NAILS TO TRUSS, 18t 4 FRAMING 1ALSEGABLE BRACIN & ' SPACE BTM.GORD WRAP& NAIL — - i'--- - ON FRONT OF GABLE SHEAT HI NG/CONN° DET Al ,�S ' 8' LINTEL BLOCKIA 2x4x8' FLAT BLOCKING Q 4'-O.O.C. W/(1) *5 REBAR NAILED TO TOP OF TRUSS BOT.19 (GRADE40) CHORD w/ (2)12d NAILS EA. TRUSS 11/4' DRYWALL (2)12d NAILS v EACH END SCREWS ' e 7' O.C.EDGES & FIELD WITHIN DIAPHRAGM V2' CEILING BOARD SEE INFO SH. FOR LOCATION DIAPHRAGM IV2' MAX. TRUSS T 0 GYPSUM CEILING ISI APHRAGM M DRIP EDGE ALUM, SC1A ON —� BLOCK CONNECTION TO END . WALL CONNECTION 2x4 SU FASCIA SEE ELEV. OR — SCALE I I'-0' DETAIL "All SCALE: %" • I'-0' DETAIL „BI� EXT. FINISH GABLE TRUSS&' OSB SHEATHING EDG BLOCKED W/8d � 3" 0. EDGES, 6'0,C. FIELD ELEVATION ONLY' WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN, TYPE WOOD FRAME 2x4 (2) 2x4 10d NAILS a 6' ON CEN. 2x6 (2) 2x4 META4 FRAME 2x4 (2) 2x4 314' S SCREENS a 6' ON CEN. 2x6 (2) 2x4 SPLICE NAILER TO TOP CEILING BOARDOF WALL .SEE TABLE FOR SPECS TOP PLATE VALLEY -FLASHING AS REO'D 2' NOT USED IBRA(CIDNG LA LOCKING .H. SOFFIT —7 TRUSS Wl2 a 4' O.C. I I/4' DRYWALL SCREWS 0 7' O.C. (BOTH SIDES) EDGES & NOTE: GABLE BRACED ROOF FIELD WITHIN DIAPHRAGM AND/OR CEILING DIAPHR M, SEE INFO SH. FOR LOCATION INTERIOR'PARTITION STRONGBACK AND CONNE IONS. NO X BRACING NEED. GYPSUM CEILING DIAPHRAGM SPLICE OVER PARTITION CONNECTION REVERSE GABLE BRACING NTS NTS NOT USED 0 0 J LL. CD z a LU N Qi a 0 Ln 0 0 OV cxa � o N 0 J � a L1 • o Q 0 � 4 b Marond-t Systems. 4005 �,q.,>onda Way, 5anrord, F -L 32772 (407):: i - 0054 Tomas Ponce, P.E. License Pio. �005006a; r'f SHEET: l I a a a a a a (2) %4' X 21/4" HEXHEAD NOTE. d • a a" v o o TAPCON /N BLOCK d d d 4 d MAY CUT BACK 2x8 8' CONC. LINTEL BLOCK w/ •5 x'10 X ! P' IN FRAME TOP TO LOW CONT. 2x4 U) REBAR, CONT. BLOCK'G AROUND - APPLICATION ' CURVE MIN. ATTACH w/ /6' x 3Y2' HIGH STRENGTH PRECAST • TAPCONS @ 24" O.C. LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED CAULK TOP OF MULL A LINTELS _ 'sD-w Y - WINDOW 'A ° HEAD 0 (XFLA-26-I) Ix3 MULLION ' FLA -45 WINDOW MULLION ANCHOR CUP JAM (2) %4' X LH/4' TAPCON ' - L' Ix3 MULLION(XFLA-26-11 /6 GA.GALV. SHEET METAL 'l0 X Ij ' !PI •� �`� DW SILL z 0 800 LB.MAX CAPACITY FRAME APPLICATION : I I II � Ix3 MULLION ( XFLA-26-1) I I WINDOW \ I Q JAMB WINDOW SH HEAD ® I I Ix4 SILLFLA v M` CONTRACTOR NOTE: .WINDOW BUCK CAULK $orrOM OF MULL � 45 MULLION ANCHOR CUP 16 GA GALV. 14 � FOR INSTALLATION SIZES OF NORANDEX WINDOW SERIES II o z PRECASTED SILL SHEET METAL aoo Ls.MAx cAPaclTY l 3 4371438 UP TO 53/8 x 76 / AS PER TEST #96-0624,20 w lER>l.l MULLION AS t�"0'D �`", q MAX a SD -W � s TAPCON /Z, HEXHEAD Q /CON SEE WINDdO SCHEDULECD z p D D STANDARD WINDOW DETAILS IN NORANDEX VERT. MULLION NORANDEX HORIZ. MULLION LOCK WALLS UP TO l0 FEET PRECAST SILL o(d �v Ln o CUP STYLE FLA -45 CUP STYLE FLA -45 HIGH / WINDOW-STANDARD-BLK SCALE: Y' - l'-0" � �- LJOO SCALE: l' 0'ea SCALE: %' - l'-0' • � I 8 CONC. LINTEL BLOCK w/ IOTE: 8" CONC. LINTEL BLOCK w/ Y CUT BACK 2x8 P.T. T TO ALLOW CONT. 2x4 (I) "5 REBAR, CONT. OTE: Y CUT BACK 2x8 P.T. R 8" CONC. LINTEL BLOCK w/ T TO ALLOW CONT. 2x4 (l)'5 REBAR, CONT. ' OTE: 8' CONC. LINTEL BLOCK w/ Y CUT BACK 2x8 P.T.@ �— (/I r5 REBAR, CONT, o (l) '5 REBAR, CONT. BLU 'G AROUND CURVE MIN. TACH w/ %6" x 3Y2' HIGH STRENGTH R ESSED ' . BLO ' 'G AROUND CURVE IN. TACH w/ %6" X 3%z' HIGH STRENGTH R� ESSE•D T TO ALLOW CONT. 2x4 BLO ' 'G AROUND CURVE MIN. TACH w/ %6" x 3V1' HIGH STRENGTH R� ESSED 4 HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION TAPCO v 24' O.C. PRECAST LINTEL, EE FLOOR PLAN FO LOCATION TAPCO a 24" O.C. PRECAST LINTEL, EE FLOOR PLAN F LOCATION TAPCO Q 24' O.C. PRECAST LINTEL, ' EE FLOOR PLAN FD LOCATION ZC OF FILLED LM9ELS C OF FILLED U ELS OF FILLED U ELS OF FILLED U " ELS C F2x8 Y P.T, u /%4' x 2%' N?7 - 2x8 P.T. N'/Y4' X 2 Y4' N SD WI _ Y 2x8 T. N r%4' x 23/' TAPCON . v I2' O.C., TAPCON 12' O.C., Ft TAPC N` 12" O.C., 717A 2x8 P.T.SYP NAILERS, �i FACH FACE U) I .w/ /4' x 3%4' TAPCON Q EACH END c� D 2x4 SPF ONT LOCK ATTACHED %6' OSB, ' 2x4 I F Or LOCK'G ATT HED /6 OSB, 2 SPS CONT. BLOCK Q SD -W w/ (2) l P' S Z w/ (�) /6d I" 1 S v AT ED TO %6' 05B. w/ 16d NAILS a 2x8 w/ (2) 6d TYP 4 EPLACES) w _ r IT — /6 C. w/ IDN S " C. TO C a66"R TO SIDE LD TOP I - — — — %6" (� B w 6d NAILS r V 6' P.C. TO DE AND SIDE AN T z 11 ERflOR HORIZ. w V R�t.l MULLION qo C S s TOP 2x8 1 YP INFILL RAMING � � MULLIIQNS w q� w !,� �� l6 �.c. W AS REO D cn I I N VERT) OR HORIZ. %6' OSB (l PIECE) `�I I B I B ,`ULLIIPNS AS REO D B �Q w/ 6d NAILS 4'O.C, FRFACEAMINGMEMBERS SEE WINDOW SCHEDULE TO ALL BUC IT.WINDOW W Ix4 WINDOW — BUO W Ix4 fjr.WINDOW �l� SD -W o SEE WIN SCHEDULE SEE WINDd4{' SCHEDULE SEE WINDOUY SCHEDULE � IT PRECAST SILL PRECAST SILL ' � w a PRECAST SILL WINDOW-OCTAGON-BLK H W/NDOW-1/2 ROUND, TOP- WINDOW -EYEBROW- a WINDOW -COMBINATION- SCALE; i' • I'-Q� NOT USED SALE: " - I NOT USED SALE; i' - I NOT USEDSCALE: �i " - I z Maron(l- E;� `•' �r�2s • 4005 POr, }r;3 °.;� a 8" CQNC. BLOCK — — - 8' CONC. LINTEL B K w/ "5 _ — Sanford, t=t 1 ;32711 4G7) 32i OUO'� %2' DRYWALL (DOTTED) ----�'�� /x P.T.FUR G (I) REBAR, C� I �''' 8'GONG. BLOCK . Ix P.T. FURRING SEE FLOOR PLAN ( VERT, REINFORCEMENT, I SEF' FOUNDATION PLAN ; HIGH STR TH RECESSED / DRYWALL (DO D) PRECAS LINTEL, SEE I VERT. REINFORCEMENT, SEE' 8"CONC. LINTEL BLOCK w/ 15 fU a REBAR, CONT. ®.. Ix P.T. FURRING. (DOTTED) FOR LOCATION FL00 LAN FOR LOCATION I OF ILLED LINTELS FOUNDATION PLAN FOR LOCATION '� •• 1 i /2 pRyWALL (DOTTED) SEE FLOOR PLAN ''- �6' OSB ft PIECE) - /x PT.FURRING x8 P.T. w/%4' 2y4' " /2 DRYWALL; (DOTTED) 77 t' x HIGH STRENGTH PRECAST LINTEL, OSB w/ 6d NAILS TAPCONS v l2" O,C., Ix P.T. FURRING SEE FLOOR PLAN FOR LOCATION � C� 6" O.C. TO SIDE AND TOP /1s OSB w/ 6d NAILS OF FILLED LINTELS 2x8 P.T.SYP NAILER,. WINDOW FRAME, NAIL EACH FACE w'/ (U FlN TO FACE OF OSB -- � 6"O.C.TO SIDE AND NOTE: TOP IX4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE_ OF :: BLOCK, TEMPORARILY FASTEN WITH /x P.T. FURRING Tomas Ponce, V4'X 3%4'TAFCON EACH END (2' TOTAL) MAY CUT BACs( 2x8 P•T.� TOP TO ALLOW CONT. 2x4 3 1 ' NAIL, FASTEN WINDOW WITH /s X 2/q TAPCON, THRU WINDOW FRAME INTO BLOCK Ix4 P.T. WINOC>VY BUCK, ALIGN WITH INSIDE `LlcBAse' ho- 0050068 ' - BtOCK'G AROUND CURVE 2x4 SPF CONT.QLOCK'G MIN. ATTACH w/ %6' x 31v; ATTACHED TO /6 OSB, WITH MIN, 114`EM$EDMENr, SEE: W/NpOW SCHEDULE FOR NUMBER OF, TAPCONS FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH �6' x 214' TARCONS @ 24' O.C. / (2)16d NAILS REQUIRED TAPCON THRU WINDOW FRAME INTO BLOCKt� ©%" d/p' WITH MIN./ %4" EMBEDMENT, SEE WINDOW SCHEDULE FOR NUMBER TAPCONS OF SHEET t N OSB WITH SETBACK 0,58 014 x FURRING FACE. OF BLOCK REQUIRED WINDOW-JAM�=OCTAGON-ILK, .D .WINDOW HEAD=ARCH Wll�>� _ � • w WINDOW' JAMB STANDARD-BLK(74.WINDOW • _LK HEAD STANDARD-BLK-- SCALE: j/"; I' -O ," SCALE:3/4" R,SCALEa NOT US D 3I4' ' )''a' / SCALE: 3 "' I' -Q" , j PRE-ENG'D.TRUSS .; PRE TRUSS - - 10-ENG'O Sw MAY'VARY STYLE MAY VARY w/ 4fOTYLE' DELS MODELS CONT. URED TIE -BEAM Or/2' CONT. URED TIE -BEAM 0112,%s'OSB SHEATH SETBACK T/_BGR_HGT. SETBACK T/ BGR,HGT. INTERIOR FINNS ., 2x4 P.T. SY w/ UNTEL BLOCK CHED FOR CONT. POUR T/E- " �� LINTEL BLOCK CHED FOR CONT. POUR TIE - (2) TAPC HW4-234 (1/4" %') SCREWS (I) '-61 A.F.F. BEAM BEAM 1 (, 7'-o' AFF. J . • •' '' '• "• TRUSS ATTACHMENT, v`' , 4' ' `'' '�'';: r �•., SEE SHEET "TR! FOR ' "' TRUSS ATTACHMENT, S EET TR! FOR D D ° 8 CMU WALL w/ FILLED J J• �''�; ' '':" 'c� CONNECTOR �; r•t°�. ` �• CONNECTORSEE :• r�,A o ° CELL•w/ (I) 05 REBAR 4 P ° D ' • ' • (SEE FNDN. PLAN FOR • , ° " OF CELLS AND LOCATION) %p" SETBACK FOR %s"OSB ' %p" SETBACK FOR %s°USB —=-------_=__-- LOCATION — LOCATION 4 WD STUD WALL LOCATION, SEE FLOOR PLAN ����� ~ 1 �`� !2"x8" LINTEL BLOCK 12"x8' UNTEL BLOCK CD U - 16'x4' HIGH BLOCK 16'x4" HIGH BLOCK 12"x4' HIGH BLOCK a o I6' BLOCK PIER 'x4" HIGH BLOCK U - z w N NOTE: NOTE: o BOTTOMS OF ST OUT BLOCK BOTTOMS OF STE OUT BLOCK TO BE BULK HEAD TEMP, SO TO BE BULK HEAD TEMP, SO q a THAT CORBEL CAN BE ILLED SOLID THAT CORBEL CAN B QLLED SOLID { a EXTERIOR WOOD FRAME TO CK /6"" SO. BLOCK PIER W/ BLOCK CORE ISO BLOCK RZx COB ISO NOT USED SCALE: I �Z' . ' a' SCALE: s. NOT USED NOT USED SCALE: s. 0 SEE WALL SECTION -ROOF i2 FIBERGLASS SHINGLES, ASTM D 225 ASTM D 3462 ASTM D 3161 MODEL 120YR CLASSIC AR, ATTACH w/ (6) I%4' w/ 8' HEAD ROOFING FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462 ASTM D 3161 MODEL 12&R CLASSIC AR, ATTACH (6) I%4' 8' Q PRECAST FOR ADDITIONAL - NOTES, DIMENSIONS AND ROOF CONDITIONS ,11-12 go. NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE. ASPHALT SHINGLES MANUFACTURED BY OWENS CORNING w/ ,11,-12 go. w/ HEAD ROOFING NAIL PER STRIP or (2) PER INDIVIDUAL SHINGLE. ASPHALT SHINGLES MANUFACTURED BY OWENS CORNING � z 131 CD 26 g2 GALV. STEEL 4x4 L FLASHING 'I5 FELT PAPER, ASTM D 226 TYPE /or ASTM D 4869 TYPE 1, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2' \ \ Vis' 058 SHEATHING w/ 8d NAILS 6' O.C. EDGE & 26 ga, GALV. STEEL 4x4 L FLASHING "15 FELT PAPER, ASTM D 226 TYPE I or ASTM D 4869 TYPE I, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2" OPEN BAFF & " /rs OSB SHEATHING w/ 8d NAILS 6 O.C. EDGE & o M -- o R-19 INSULAT N \ FIELD, (3" O.C. v GABLE END TRUSS) w/ CUPS ON PRE-ENGINEERED ROO \ ��� PRE-ENGINEERED TRUSSES e 24' O.C. TRUSSES 24" O.C. MAX. F1ELD, (3' O.C. v GABLE END TRUSS) w/ CUPS ON PRE-ENGINEERED R00 `� PRE-ENGINEERED TRU 4" SSSS @ 2 O.C. �..� � TRUSSES v 24' O.C. MAX. PRE -ENGIN ED ROOF TRUSSES 24' O.C. SEE SHEET •TRI 1\� ALUM. FASCIA ON 2x4 SUB -FASCIA SEE SHEET 'TRI \�a� ALUM. FASCIA ON R-19 INSULATION A�\ 2x4 SUB -FASCIA v MAX. SEE SHE °TRI MTL. DRIP EDGE MTL DRIP EDGE — —T/ PLAT — - T/ BRG. GT. / �:- T ` _ /BCR. GT. CEILING BOARD LAT OSB SOFFIT w/ DMF ON UNDERSIDE FLAT OSB SOFFIT w/ o \ DMF ON UNDERSIDE %2' CEILING BOARD a a d OF ROOF TRUSSES OF ROOF TRUSSES — _ _ ROOF TRUSS ANCHORS, SEE SHEET " TRI C.) (2) 2x4 "2 SPF TOP PLATES w/ HCOP EVERY 3rd STUD T ROOF TRUSS ANCHORS, 18' T -NAIL THRU FASCIA I I/ T -NAIL THRU FACIA LQ EXTERIOR FINISH, SEE ELEVATIONS — SEE SHEET " TR! SOFFIT INTO SUB -FASCIA I VENTED SOFFIT AND F- SOFFIT INTO SUB -FASCIA I VENTED SOFFIT AND F- W (2) 2x__ 12 SYP HEADER OVER OP INGS CHANNEL w/ I%4' T -NAIL I I CHANNEL w/ I%4' T -NAIL c SEE FLUOR PLAN FOR SIZE/LOCATION & " /s OSB SHEATHING ON EX . WALL w/ ALL EDGES BLOCK DJ HIGH STRENGTH PRECAST LINTEL I or I' STAPLE SEE SHEET 3 FOR REINFORCING I I 8' CONC. LINTEL BLOCK w/ (I) "5 or I' STAPLE REBAR, CONT, ( �p (all %p" DRYWALL ON 2x4 "2 SYP STUDS ATTACH w/ 8d NAILS 0 4" .C, 16' O.C. AND R -I1 INSULATION CONC BLOCK PIER, i EDGES & 6' O.C. FIELD BEYOND WALL SEC ION -ROOF 0 WD. FRAM WALL SECTION -ROOF C PRECAST/PORC � WALL SECTION -ROOF � BLO � �� 4 NOT SCALE: 112, � l USED U" SCALE: 1 %2' • I -0° P.T. 2x4 "2 SYP BOTTOM PLATE ' —r-+�--- o �1 W4 x 5%Z' SUR -R -STUD (l) ESA. SIDE OF OPENING AND EXTERIOR FINISH, SEE ELEVATIONS EXTERIOR FINISH, I I SEE ELEVATIONS %2" DRYWALL ON 4" P.T. FURRING (I EXTERIOR FINISH, 0 fl) EACH SIDE WALL I l @ 24' O.C. w/ R-4.2 FOIL INSULATION SEE ELEVATIONS W WOOD BASE l I WOOD BASE I (U'5 REBAR (GRADE 40) I GROUTED SOLID IN A FILLS Q CONC. SLAB • RT3 EVERY 3rd STUD CONC. SLAB ( I I I CONC, SLAB ( I CELL CONT. FROM FOOTING TO BEAM l �--- BLOCK PIER, BEYOND I I 8' 60NC. BLOCK - - - - — - - Tllsr FLOOR St I - - — - - — _ - T/lsr FLOOR SI 8 I T/ISI FLOORS B CONC. I I --------------- CONC. 1Vlarond:-i SyStemS SLAB SLOPE 18:12 I ( —� I SEE FOUNDATION 4005 N!2ronda ';"ray �anforel, r SLOPE %8:12 \ SHEET " 2 i 3/✓ 32.1\ FINISH GRADE I FINISH GRADE CONC, FOUNDATION, SEE FOUNDATION CONC. F NOATION, l SHEET " 2 SEE FOU ATION SHEET— 1 Tomas Ponce, P.F. • ' I License No. 0050D63 L,_____ Fri' , SHEET: WALL SECTION-FOUNDATION_,62-WOOD FRA WAL E'CT/O -F . N OUNDATION'ORCN., - WALE. SECTION FOUNDATION r BLOCK . �. W S `,//•OJT.L t SCALE:: I lz 1 NOT. USED 'SC r'r0' -.Y2 =:'I - I"1,` r•. J SCALE: z l o' FLAT TRUSS LEDGER ATTACHED ti TO FLAT TRUSS 6'D BLOCK TIEBEAM W/ 1 "5 REBARS SEE SECTION UNLESS NOTED OTHERWISE, FELT BACKED SEALANT L 2 x 4 FLAT BUUNG 2 x 8 (TYPJ FLAT TRUSS LEDGER ATTACHED TO FLAT TRUSS 0. 2 x 8 P.T. BOT PLATE %06 W/ 6d NAILS ® 6' as ATTACHED TO P/C W/ TO SIDE & TOP NAILER 114r 2 314" LONG TAPCONS 2 x 4 SPF CONTIUOUS OR POWER ACTUATED SHOTS BLOCKING ATTACHED TO @ EA. END AND 12' O.C. 7116' OSB 4 � (2J 8d NAILS f1� FELT BACKED SEALANT 19' - W • TO CORNER / y ARCH WIND. FRAMING ABOVE ENTRY DR, ARCH -WIN -ABV -DR D 2x8 SPLICE MEMBERS P.T.a6 ANCHOR TO' UNTEL/CMU W/ WOOD FRAME 2X4 TAPCON HW4-3I4 AT I2'O.C. 10d ,VAJLS a 12, ON CEN. OR POWER ACTUATED FASTENERS (2)2x4 • 7/l6' OS9sHEATHING 12)2x4 W/ TYPICAL NAILING 2x6 _ STANDARD 8' FILLED o PRECAST LINTE C) o W/ (1)'5 RE" (GRADE 40) ILLED CELL (1)'5 REBAR (GRADE 40) 'ING ?USSES 'ENOICULAR VD l/2' GYPSUM —� CEILING DIAPHRAGM SEE INFO FOR EMBEDDED II/4°DRYWALL TRUSS ANCHOR SCREWS 0 7' O.C. EDGES & FIELD WITHIN DIAPHRAGM r SEE INFO SH.FOR LOCATION 1112, MAX. GYPSUM CEILING DIAPHRAGM TO SI DEW ALL CONNECTION DIASIDE ,f 2x4x12' FLAT BLOCKING 92 4'-0' O.C. NAILED TO TOP OF TRUSS BOT.CHORD W/ (2) I2d NAILS EACH PRE-ENG'O TRUSS w16 O BASHEA HI NG NAILED EDGES &_ FIELD ALL WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN. TYPE WOOD FRAME 2X4 1212x4 10d ,VAJLS a 12, ON CEN. 2x6 (2)2x4 METAL FRAME 2x4 12)2x4 Jl f SCET WS 0I2'ON CEN. 2x6 1212.14 •8'C.M.U.W/ fl) REBAR E USP LPTA AT TIE BEAT: TO GABLE TRUSS (ANCHOR SPACING PER RD Cmu RD. 8' CMU WALL .a GABLE END STANDARD HOOK • 90 DEG.(IO'MINJ MINIMUM HORIZONTAL LAP SPLICE a REBAR 15 25'AKCEPT AT STANDARD HOOKS INDICATED DETAIL OF FRONT 25 S.H. W/ 30 FANLIGHT OVER SCALE, l/4'• r-0' JOFAWIN u Maronda Systems 4005 Maronda Vv'm,� Sanford, FL 32773 (4' 07) 321-0064 r-- r4l Tows puce, P.t FED '1 v,'jY SHEET: 7-K N Q ZZ o � C) o m w � Maronda Systems 4005 Maronda Vv'm,� Sanford, FL 32773 (4' 07) 321-0064 r-- r4l Tows puce, P.t FED '1 v,'jY SHEET: 7-K -- J4f- rr.r V r r ATTACHMENT GABLE END LADDER O.H. 2x9 SPF NAILS LPTA12 TRUST 2X4 NAILER &' OSB SHEA; w/ DMF ON LI FRONT AND BI W180 0 3'O.C. 6' O.C. FIELD HIGH ENTRY GABLE BRACING/ CONNECTION NTS NOTE:GABLE BRACED BY ROOF AND/OR CEILING DIAPHRAGM.STRONGBACK AND CONNECTIONS. NO X -BRACING NEED. 0 PRE-ENG'D TRUSS 2 x 4 BLOCKING STAGGERED \� BETWEEN TRUSSES FOR 8' PERPENDICULAR TO GABLE END 112' GYPSUM CEILING DIAPHRAGM SEE INFO FOR EMBEDDED 11/4' DRYWALL TRUSS ANCHOR SCREWS @ 7' O.C. EDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATION 11/2' MAX. GYPSUM CEILING DIAPHRAGM TO SI DEW ALL CONNECTION NTS GABLE TRUSS W/ BRACING PER TRUSS ENGINEERING • (UP TO 44' SPAN) 7/16' OS8 SHEATHING COMMON TRUSS 94'0.C. USE 6d NAILS 3'0.C.EDGE & 6'0.C.FIELO ALL EDGES BLOCKED L SEE DETAIL'S' FLAT CEIUNG AT 8'-0' SEE DETAIL 'A' GABLE END WALL BRACING/CONNECTION DETAILS SCALE 114'- 1-0` NOTE: GABLE BRACED BY ROOF AND/OR CIEUNG DIAPHRAGM AND CONNECTION. NO X -BRACING NEEDED PRE-ENG'D TRUSS LPTA TRUSS ANCHOR AT 4' O.C.W1110) jOV II/2' NAIL 2x4.(8 NAILS TO TRUSS BTM.CORD TO 2x4 BLOCKING NAIL MST12 EACH FACH FRa EA. V081 ZVXEACH WRAP& NAIL 4 BLOCKING SPACE 2' 2x4 BLOCKING 4 4'-0'OC. TA('G' GRED ON FRONT ® Ist 4 FRAMING SPACES OF GABLE %2' CEIUNG BOARD 012d NAILS 0 Y UNTEL BLOCK DIAPHRAGM EACH END W10) •5 REBAR (GRAD£40) ' 2x44' FLAT BLOCKING 9 f -V OC. NAILED TO TOP OF TRUSS 60T.CHORD II/4'DRYWALL W/ 0V NAILS EACH TRUSS 'SCREWS 0 PO.CEDGES & FIELD WITHIN DIAPHRAGM SEE INFO SH.FOR LOCATION I ur MAX. TRUSS TO GYPSUM CEILING DIAPHRAGM BLOCK CONNECTION TO END 'WALL CONNECTION SCALE 1'- I'-0' DETAIL „All SCALE: Y4'- ;-O# DETAIL "B" n WALL FRAME TYPE WALL WIDTHS SPLICE MEMBERS CONN. TYPE WOOD FRAME 2x4 (2) 294 l0d NAILS a VON CEN. 2x6 12) 2x4 METAL FRAME 2x4 (2) 2x4 EEE METALSCREWS a WON CEN. 2x6 (2) 2x4 I SPLICE NAILER TO TOP CEILING BOARD OF WALL SEE TABLE FOR SPECS \ 2 i TOP PLATE 1114' DR'/W ALL SCREWS e2 7' O.C. 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': r FASTENERS SCHEDUI 'r'NO TF 1 v 2W/o& Z FAST ,f Ott ' f 4 E 1 3 Wl IGT 3 W/06',,,itif. . H� 2 N• Q E . 1 2':� , . T H N0 E s, i'EN RS 'IIII AQER JAI rQj ,- 71` 42 'WINDQW 1NT0 FRAME QPEN/NGi•�10'X i3 d , F.O.HEIGHT 'IS FROM SILL TO. -BEAM. TENORS IN ° NEADEl3 JA f -• SCREW, OR 8d `RING SHANK NAILS MAX 6 FROM M}RWIDTH IS FROM, BLOCK, TQ BLOCK. :. t .. TE 1rRS iNaEA.SfDE': AMB: SPA IN 4" N'C T M.O. HEIGHT IS FROM LIP OF,•S/LLTO CORNERS MAi(IhUM C G 2 0 SENfi, 3 ", 3 > ST EA SI©E JAMH NpT1~,-&1.SGD FASTENED, WITH. IC 14 . PANHEAD AirL HOLES PRECAST: Sla5yjq'X iV&PORS EV RYHQLE Ist.DIMENT/ON IS ALWAYS WIDTH.• " �I Q)436 Wl/YDQIN3 SIZE CHART SIDE �/IVGL,E' M.D. F�15T, DQIJBL- MA. ': r EW.'.SIZE • S/NGa FA. FAST. DOUBLEr -FA. FAST •,'7 X> 2 .1., l"4 a '' a fH2 `4. 25 q X 25 7 ' IH2;IH3;IH5JH.,& 24 WA66Y WINDOWS : ' (27 1/4' RAJ " 1 F,,', 7_777777 ; W 2, z 5 4,X , 37 7 7467 6039 ,S ,SH 2VYSH2 23.2 ,&2"47 HALF RNDS., (37 3/4' RDJ ' X-2' MAX.0PN'G .IHS' 25 QX 62.4 ,: 7 PRECAST 1651 269ALS0 If6:'" 7%, X 7f IN6.'.. 25 4.X 76 7 5'-10' (70'1 PRECAST e3T,77 31377 X F 36 4 2"5 T4 A X� { 36 q:, ` • 2 : 23 - 36.4 x 37 2 ` 73 6'-3' MAXOPN'G a X 37 Z r 24': 3 4X 50 ="2, T43 Xr:;'S0 •- 2,5 . ' 24 361' X 497 7 AT 2/2' FROM TOP 73 4x- 49 a T 2415- 25 37 k : 5G ' -37 qX 6:3 . ' : 2,5 ' . 74% X "56 2,5 ' 2415 2,5. .74 4.X '63 2,5 25 6 .55 7 361 4x 621 7 1818 73V4X 55V4 73V4 X 62V4 7 7 2 :3x3 X ?'6 2,6,. `74 4,k..T6 4 : 2,6 26 361 x 76 7 1125 7374X 76 { 7 CZM.O. :37 4X 72, ,5 74 4' 72 2,5 C2M6:- 361 X 711 7 NR, 73 4X 71V4 7 34 53igx., 0 3,5. ' ` '` 34 52 x 49 7 MR ROUGH 0PN'G5 (I) TYPE LENGTH 8RU6 777, 53 4:.63 _ 3,5 55. 1 52 x 62Y4 7 2982 4982 3' P TO 3' 2' RO. 36 `, . 537 X - 76 3.6 36 52 a x 76 7 . 785 •1550 STANDARO8AY OPT. 4'-5'TO 4'-6'R.0, 5-I0' (70 PRECAST 735 89 24X63 2414x 63 1.5 2933 2933 5' S' TO 6' 2' R.O. 7'-6' (907 PRECAST 665 25- .. J7314 X 63 15 I � SERIES 5001502 SGO DOOR OPENINGS ' O SIZEI MD. FAST. F.O. FAST. 5068 631 X 61:Y4 8 5068 6011,X 80114 8 6068 75 2 X 81 4 8 6068 72%4 X 8OY4 8 6080 79 X 9774 8 6080 75 /4 X 96V4 8 OCTAGON 4005 Maronda V,,Iay Sanford, FL 32771. SIZE UP. FAST. F.O. FAST. 20" 225 X 225 7 2d' 193 X 193 7 24° 26 8 8 X 26 7 24" 23 X 23 7 30" I 3278X 327,9 1 7 1 30° I 2,9Yg X 29 7 SINGLE HUNG EYEBROW R.Q. CHART SIZE SINGLE MD. FAST. I DOUBLE MD. FAST. SINGLE FD. FAST. DOUBLE F.0 FAST H5 2-774 _X6 5 1,5 1 533 X 65 1,5 IH5 25 X 62 4 7 52 4_X 62V4 lH6 27 4 X 78 1,6 53 4 X 78-514 1,6 /H6 253 X 76 7 52V4 X 76 2537 X 65 1,5 74314 X 65 /15 25 36 4 X 62V4 7 73 4X 62 4 7 C2M6 X 74 15 74,314X 74 l,51 C2M6 36 4 X 71V4 7 73 4 X 71114 7 26 _37% 3kX 783 1,6 74 X •78 1.6 26 36Y4 X 76 7 73V4 X 76 7 35 53 (8X 63 ' 1,5 NA 35 52 6 X 62V4 7 N,A . 36 53 8X ' M q 3,6 NA 36 52 e X 76 7 NA SI FAST. SIZE 60X48 W60 CT' .591 x 771 7 su"xs' '� 19 X 59 64X48 W64 CT 631 x 791 7 s N$ 1 §BRON 59 4X11 4X6 q 7 • 6060 W 64 CT 631. x 911 7 s X-MVAr21 x Is 351 gX2O/ q X17Y4 7 B s 3i i��/r B�a" 4 X15 4 4 X11 7 D 30®X 36 69V4X 35 7 301 ROUND 36 4 X 17% 7 . 5,9V2RQUN0 5l 4 X 25 41 7 I ROUND MULLED TO UNR' SIZE Y4. FAST. SIZE F.O. FAST. 23 W 30 CT 37 % x 583/ 2,5,7 23 W 30 CT 36V4 x 56 7 24 W 30 CT 37,Y4x 7/ 2,57 24 W 30 CT 36V4 x 6838 7 25 W 30 CT 373 x83) 2,57 25 W 30 CT 36YA x 8OY4 7 34W 30 CT 5318 x 7/ 2,5,7 34 W 30 CT 523 X'619% 7 D823 W 30 CT 74,Y44 -56Y4 2,5,7 0823 W 30 CT 73 4 x 56 7 DB23. W'40 CT 74347x64 Fg 2,5.7 DB23 W 40 CT 73Vax 61%8 7 QB23 W 60 CT. 743/x77V4 2,5,7. DB23 W 60 CT 7314x 74/2 7 00244,39 CT 74% K 71 2157 0624 W, 30 CT 7$14 x 0Z 7 Q824r W '60 CT 74744 9 8 .: 2,5,?' DB24 W 60 CT 73X4 x 86% 7 QQ25 W' 40 CT 744 x89 % . 2,5,7;, DB25 W 40 CT 7314 x 861 7 Dr W 60 'CT , 74% X I 2.5,7 DB25 W 60 CT I 73V4 X 9914 . 7 MATER IALS r ,,; r f C r . 0 t. . IY I. oc Ifntels 3500 s p q 2. f'e prest�'esSed tlntels- = 6000 PSI`.. 3. f'a grout A 3000 ps1 W/ maximum ° a99reQate.;° 4. Concrete masons c�n is (CMU) per ASTU C90 wlminirndf ', ; net area compressive strenght -1900 psi. Rebar provided In: precast llntel per ASTM ' A61 � GR60; Pleld rebar per ASTM. ,A615 GR40 or GR60.. 6, Prestressing strand per 'ASTM A416 grade 270 /ow relaxatl6n. 7. 7/32 wire per ASTM A51O.t 8. Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH AN5I1AMMAINWWDA 101/IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER,PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. . x5AFE GRA (1' L0ADSf4R 8PRECAST & PRESTRESSED U-uNTELS. SAfE LOAD ABs%LINEAR FT. WlNDQW & DOORTYTYPES/ID'SIp'S FOR C,M.U.WALLS W/ ROUGH OPENING WIDTHS i � tii UNT �G MAX.SPANS TYPICAL GARAGE DESIGNATION N TN G TYPE 6U8 8FIH8 ! 8F 618 ' IH2;IH3;IH5JH.,& 24 WA66Y WINDOWS : ' (27 1/4' RAJ " 2'-8' MAX.OPN'G F,,', 4' ( ) d' 48 P RECAST 2029 7467 6039 ,S ,SH 2VYSH2 23.2 ,&2"47 HALF RNDS., (37 3/4' RDJ ' X-2' MAX.0PN'G 4'-6' (54') PRECAST 1651 269ALS0 6039 SH 3 ,SH 35.SH- 36 & 4068 SDA. (54' RAJ' ` MAX.OPN'G 5'-10' (70'1 PRECAST 972 14/4 4144 DOUBLE/ TW)N,WINDGWS H 23,5H 24,SH 24/5,SH25 & SH26 GLASS DRS.6068 SG.D. (74rR.OJ & 6080 S.G.D. (771 'RAJ 6'-3' MAXOPN'G L QUANTITY OF °5 REBAR T-6' (90') PRECAST 767 2385 2610 SINGLE, E DR. 6070 O.H. DR. (96' RDJ AT 2/2' FROM TOP 8' 0'1469 MAXAPN'G 4' (112'1 PRECAST 573 1818 TRIPLE WINDOWS SH 2'3,sH 24SH. 24/5,5H25 & -SH26 ALSO FOR USE OF BAY WA SPAN 8'OPEN'G (Illi/4'RAJ •8' 9 4' MAX,OPN'G WHEN CALLED FOR ON 10 6' (126'1 PRECAST 456 1125 1514 AR WAaE D .1670 UB. DR (190 RD) FLOOR PLAN 16'0' MAXDPN'G T/'4 (208') PRESTRESSED NR, NR 950 • -SAFE GRAVITY LOADS W1 2" RECESS DOOR FOR 8" PRECAST -U-LINTELS SAFE LBslLINEAR LoAD FT. MR ROUGH 0PN'G5 (I) TYPE LENGTH 8RU6 aRvl+cB sRFI¢18 2.0' TO 3'-0' R.O. 41-4' (52) PRECAST 1489 2982 4982 3' P TO 3' 2' RO. 4'-6' (54'1 PRECAST 1357 27/4 4962 3'-3' TO 4'-4' RD. 5'-8' (68) PRECAST 785 •1550 4074 4'-5'TO 4'-6'R.0, 5-I0' (70 PRECAST 735 89 4'-7' TO 5'-4' R.D. 6'-8' (80 PRECAST 822 2933 2933 5' S' TO 6' 2' R.O. 7'-6' (907 PRECAST 665 2252 2329 NORANDEX VERTICAL MULLON CLIP STYLE FLA -45 a 4 n" e a (4) V4' X 2'/4' TOPCON IN BLOCK 44 • 44 oa v •d o 44 •10 X FOR IN FRAME APPLICATION WINDOW CAULK TOP ; JAMB OF MULL UNT ELS TYPICAL DESIGNATIONO.NOMINAL WIOT 15 REBAR AT TOP i � tii q TYPICAL GARAGE DESIGNATION MIN. (1) REOD czsLu 5 " 2-I/2' TO BOTTOM F,,', FILLED WITH GROUT/ U • UNFILLED �QUANTITY OF 15 REBAR AT BOTTOM OF BOND BEAM 2/'TO BOTTOM d ; ' �. OF REBAR _ ' OF BAR CAI.U. 1 o BUI6-OB/IT ` o BFI6-IIB-I T 1 N_ -.1 GROUT ZD U M L QUANTITY OF °5 REBAR GROUT to r L OUANTITY OF •5 REBAR AT 2' FROM TOP OF LINTEL CAVITY *5 REBAR AT BOTTOM 1 ' '' ' 05 REBAR AT BOTTOM AT 2/2' FROM TOP NOMINAL HEIGHT' OF LINTEL- CAVITY NOMINAL WIDTH ° OF BOND BEAM BOTTOM REINFORCING • • WHEN CALLED FOR ON 7-5/8'ACTUAL PROVIDED IN LINTEL NOMINAL HEIGHT 8' NOMINAL WIDTH (VARIES) FLOOR PLAN NOMINAL WIDTH 7-518'ACTIIAL TOM REINFORCING N PROVIDED IN LINTEL (VARIES) NORANDEX VERTICAL MULLON CLIP STYLE FLA -45 a 4 n" e a (4) V4' X 2'/4' TOPCON IN BLOCK 44 • 44 oa v •d o 44 •10 X FOR IN FRAME APPLICATION WINDOW CAULK TOP ; JAMB OF MULL UNT ELS SHALL BE BY CAST -CRETE i � tii q TYPICAL GARAGE DESIGNATION 15 REBAR AT TOP czsLu 5 MINr(I1 REOD V) w aLL�w� 2/'TO BOTTOM F• FILLED WITH GROUT/ U • UNFILLED QUANTITY OF °5 REBAR AT BOTTOM OF UNEL _ ' OF BAR CAI.U. 1 o o BFI6-IIB-I T 1 N_ `�•, wo � o ZD U M v GROUT { I IL r L OUANTITY OF •5 REBAR AT 2' FROM TOP OF LINTEL CAVITY z f2 1 ' '' ' 05 REBAR AT BOTTOM NOMINAL HEIGHT' • OF LINTEL CAVITY NOMINAL WIDTH N. BOTTOM REINFORCING 7-5/8'ACTUAL PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) X HORIZONTAL MULLON CLIP STYLE FLA -45 Ix3 MULLION f XFLA-26-1 (XFLA-26-1) Ix3-MULLION 04 MULLION (XFLA-39) (XFLA-39) 1x4 MULLION (2) V4' X 2V4' TOPCON WINDOW 1010 X IVOR IN FRAME APPLICATION DW SILL HEAD CAULKOF MULL hl5/l6' PRECASTED SILL NDOW JAM p D T> © © 3/4'MAX. ® SH HE AC D D (4) 21/4'X 2'/4' TOPCON 3/4' FLA -45 I (XFLA-26.1) > MULLION ANCHOR CLIP Ix4 MULLION (XFLA-39) FLA -45 16 GAGALV. I�4' MULLION ANCHOR CUP SHEET METAL 1x3 MULLION 16 GAGALV. 800 LB. MAX CAPACITY SHEET METAL 800 L8.MAX CAPACITY CONTRACTOR NOTE: CONTRACTOR NOTE, CONCRETE: UNTEL FOR INSTALLATION SIZES OF NORANDEX FOR INSTALLATION SIZES OF NORANOEX CONCRETE LINTEL CONCRETE LINTEL ; • • ' BY CAST CRETE MAY cur eAcx'2 x 8 P.T. BLx,Wx r-•5 BAB SLIDING DOOR SERIES` 5©0 UP Tp 8` 0°x6'-8' By cast cRErE B'p BLOCK rI eA�r NOT , TGR TQ-.AcLcw coNr.2x4 AS PER 86-013110 & SERIES 502 UP TO WINDOWS SERIES 437/438 UP TO CONCRETE LINTEL • .• E SEE CROSS SECTION AS x8'-0` MAX. 53 118° x76 318'A5 PER TEST°96-0624201 BLK.W/ 1-°5 BAR W/ I;'5 REq S Er sECTroN REeEssEL?, 6LOCX1Nv;aROUND:.CunvL` 8 P.r. AS PER /8 x76 8 PER 6 4201 EE cRoss sEcrroN E I" 3/ ' AS EST •96-0 ix 4 P.T. WNLESS NOTEA-OTHERWISE.- RR6GAST otgeL, , MIN WI FAPCON ANCHOR$:. TEMP MAIL a 'Ox 3r/�aS: a24'ON'.CEN. RT taery 2 x TEST�96 0608201 53 T Z PC.WNrEL �Iz !T 4' .ri• PECP CASE PEL�P (CASI'•C r CONTRACTOR; Wet HEADER Pt R LOCATION RI -7 11 TIE 1 . . d FOR IN$TALLATIONcSIZES ' Y5 - HART) la)/q X 3 TAPCONS STAGGERED 3 ,X 'TAPCONS THRU WINDOW FRA&I&BUCK RANOEX ,.. r ( d NG N R , OF NO -, 2 CO/LNAILS AS PERE EEE r " 0R 0) B D 1NT0 BLOCK W EMBEDMEYl'. E. C. : WINfXA�S SEf(lES 1, •: A , W 9 T/438 UP T : t p r „3 OjrHAff-51, AN WITH f - , 4 ,< , .P.T.TO LINTEL CONNECTION _ FOR FASTS SEC. /8'0SB W 60 N LS , T.TO LINTEL CONNECTION .. A SCALE A' X Q , TEST 24201 / 0 :Top. -Na R. sCALE. NTS Z T S10 & 7 -; ,BGS@w/ 6d NA/LS,:Q•. • � Ix,47 Pr. I{, TO 510E & TQP NaLE , aRECast tt TEMP NNL FOR VERT REINF 4t l i . F� A TO; 1 :,..BLCC�f N,Ca- . �FVlj/" ... d. �. NAILS P R rF COR P 1-2 x 4 SPF. CONTINUOUS V L LAN , r . r 7I(6 $8._W� :2•,164 t •.' .: /yY r. f,, .>r< ..... .. ,;, .>,- ,„ N ATT TO ` ,. hW4-234. , ,,..: BLOCKI 0 ACHL'D _ a . N . FOR V�Rl�RE/NF r OPENING E I2'A•Q,61AX, 7/(6`OSB wx 2 164 aZS itECESS rF RQ¢. /B X c4/4 TAPCONS THRU WINDOW FRAME, BUCK � OPENING' RE, FLOOR. PLAN frx caoA INr WITH ' . �. , ` , 'r: `" , ::t � AND 0 BLOCK / N V/4 EMBEDMENT. r. , OCArION , , PLAN FOR OPENING.:,, HEADER PER . L (41 V4 X 3 TAPCONS STAGGERED . } IN oRD00R_OP N, CK FOR. ALUM, t' .; .. OR (20)84 CO(LNAILS'AS PER ENGENEER, r. BUCK FO"R �LftING �11 CONNECT(ON l TA TO C.M.U. (��ALTNS L. STUDS -`AND �Acxs GL. DR.INST AL. TO - S bC.aGt' Errs �. 1 x . PLAN FOR'ORENING p SEE � L.1 PER•'C , sc Nrs' HART 47.E },DOOR OR 0 E N ,p P • 1, �..: ♦0.r, ir:.. � ,'... a,r ..,. ... .,. S•t. , .. ,_•.,k.. .. _ ; , ., , :.... _ .,, :INUOt/ F/ R -;UP TO A IX " :. ,�LU CTIO ACLO'NABL� -00 C� ,'o P.T.PT TO NN �-1l. ll, / V V/.Y royE1 !' 1 NA! QSrAfiGERED 2 r( ARC ` � .' .- - SCALL° 'NTS- t _ OTOR'r F•,> . S ,/ l ATIOIV. /N LL k G .:.;.. .,, .: , ... ,. ., .. S- .. ,.. .' , J ... .. \.... , 0.'.:a s'.� :. - , e.. •C. ,... ., . .1, 5C F Er 'S : FR �. y, o a Y !� o r .. .. ... :. .t .,. n ..,. ., . _ , .. 1. .• _. ,- .: ... .:.� .....,.., "n.. . , ,,. ..• -.3 .: a .r:.. :n... - a' a, .. .. .. .: -, _j_ - .. ,. , : I .... - t .i A.. . .., .. .. .. ♦ .a .. -�.. r a,. ,, .- , .. .- 1. .+ .. ... n., , .tea. u _ ,.- ._ ,... w .. _. .. r_..• ,',: '.t.... ..t N X ,. n r r .. . ,. c r , , y _ Twat Ponce, -P t. LicEnse Pio. 00S0068 SHEET: i � tii q czsLu 5 V�6 �3 � V) w aLL�w� ,4r d Lu o o o q � 1 N_ `�•, wo � o ZD U M v aW N I O I � Ln O 1Vlaronda Systems 4005 Maronda V,,Iay Sanford, FL 32771. (4�7;) 3,21- 0064• Twat Ponce, -P t. LicEnse Pio. 00S0068 SHEET: J GENERAL ELECTRICAL NOTES: CIRCUITRY IS DIAGRAMATIC ONLY, FIELD �~ CONDITIONS MAY CHANGE ACTUAL INSTALLATION. PROVIDE AFC1s (orc-foult circuit Interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-33 THE A/C DISCONNECT WILL BE LOCATED WITHI 3 FEET OF THE COMPRESSOR, UST OF OPTIONS: OPTIONAL COACH LIGHTS,(2) FLOOD CFA LIGHTS AT REAR AND GARAGE OUTLET PLACE ON SEPERATE CIRCUIT OPTIONAL GARAGE SOLID FLUSH GSD SERVICE DOOR LIGHT - PLACE ON SEPERATE CIRCUIT ELECTRICAL SYMBOL LEGEND: RDo Power Disconnect Switch o &Door Bell Chime A Door Bell Buzzer xCelling Fan (By Others) OSmoke Detector Light Fixture Both Exterior WP Lamp Single Pole Switch •, Three Way Switch (p Single Receptacle Duplex Receptacle f� GFl Receptacle GFI Switched Receptacle Q 2.20 V. Special Receptacle Ceiling Ug Fixture OR Recessed Ltg. Fixture n Exlbust Fan Ary Caale TV Telephone Outlet = Flood lights n 13 CFA F77, Cr I I W I� -J ' I � I _ aQ I ® a I I L — I Q. r m MASTER BEDROOM ELECTRICAL CALCS. AIODEL: ARLINGTON 4 -BED 3 TON A/C 1875 SO/FT LIVING AREA TABLE 220-30 LARGEST LOAD - 3 TON A/C 36 AMPS -V 240 VOLTS 16/00 VA 1875 SO/FT cG 3 VAGENERAL LIGHTING, 5625 TWO SAIALL APPLIANCE CIRCUITS @ 1500 VA EACH 3000 LAUNDRY CIRCUIT 1500 ONE OVEN 11700 ONE WATER HEATER 4500 DISHWASHER 1500 DRYER ` 5000 DISPOSAL 500 TOTAL OTHER LOADS -33325 VA IST IOKVA v l00% _ 10000 V.A. 2ND 23325 o 40% 9330 TOTAL OTHER R LOAD 16100 100% AIR COND. 8640 35430 / 240 VOLTS =148 AVPS ACTUAL SERVICE SIZE 150 AMPS W _ I I I L --- I BEDROOM "2 — No vrR \ Ir N'8 i �• `- ear 'I 2oC- 2D O ------—-—-—-—- — - — --- E: —E_ i LIVING ROOM E 1- E E E� i FOYER 1 0 _BEDROOM #3 I I I, =�1 n (1 PGfI 1 WP ENTRY — -. --C) ❑ a CFA v Z C J I � I DINING ROOM r-- — — — — — — —- � n U ti ---- V RIA GARAGELn w GFI I J � 00 Q k ODISP. I I \— ------ — - - FI KITCHEN � I L I' I I u I BRKFST LAUNDRY ,GFI Fk WASHER BOX vrR r ' CFA �a - t -r F1— "U"uc. 4PDRYER VENT WP HB COMP. GSD QP ELECTRIC PANEL CFA METER • LOCATION ' SHEET: METER OPT.& EXTRAELI LOCATION SRV /lam WEATHERHEAD METER CAN OR METER/MAIN 150 AMP WHERE REQUIRED INSIDE PANEL ELECTRICAL CO. POWER RISER •4 BARE 'COPPER •4 BARE COPPER TO FOOTER STEEL AND SUPPLIMENTAL GROUND WHERE REQUIRED UNDER GROUND SERV. WEATHERHEAD (3).210 ALUM. 2' RIDGIO RISER METER CAN OR METER/MAIN 150 AMP WHERE REQUIRED INSIDE PANEL •4 BARE COPPER 14 BARE COPPER ---/ \ TO FOOTER STEEL AND SUPPLIMENTAL GROUND ROD WHERE REQUIRED OVERHEAD SERV • METER CAN OR 150 AMP METER/MAIN INSIDE PANEL WHERE REQUIRED t ELECTRICAL CO. POWER RISER +4 BARE COPPER 8'-0' MIN. SPACING 8' GALVANIZED ROD 8' GALVANIZED ROD UNDER GROUND SERV. -ALTERNATE METHOD OF GROUNDING PER LOCAL INSPECTION AUTHORITYX ARLINGTON HVAC LAYOUT SCALE:3 "=1'-0" • PLUMBING 3.5 TON AL S, CONNECTORS,& MASTIC TEMPSTAR TCH242AKA 12.0 SEER H 3IV2' x D 30° USED WILD BE UL -181 APPROVED TEMPSTAR EBX4800 12.0 SEER W 19%8`x D 21V2' x H 42' 7.5 KW HONEYWELL 2 STAGE HEAT PUMP MODEL -T84/01028 NUTONE 69OA-50 CFM rll SIZES OF REDUCTION BOXES (DB6-16xl4xl6xl2xl5) .SIZE OF TRIANGLES f 15xl5xl5xl5I EXT STATIC .60 1270 CFM L WN co w 0 z 0 g ti 11 4 D (i I (3).2/0 ALUM. I 2' RIDGID RISER METER CAN OR J METER/MAIN 750 AMP WHERE REQUIRED INSIDE PANEL '4 BARE COPPER 8'-0' MIN. SPACING 8' GALVANIZEd Roo 8' GALVANIZED ROD OVERHEAD SERV • METER CAN OR METER/MAIN 150 AMP WHERE REQUIRED INSIDE PANEL ELECTRICAL CO. POWER RISER •4 BARE 'COPPER •4 BARE COPPER TO FOOTER STEEL AND SUPPLIMENTAL GROUND WHERE REQUIRED UNDER GROUND SERV. WEATHERHEAD (3).210 ALUM. 2' RIDGIO RISER METER CAN OR METER/MAIN 150 AMP WHERE REQUIRED INSIDE PANEL •4 BARE COPPER 14 BARE COPPER ---/ \ TO FOOTER STEEL AND SUPPLIMENTAL GROUND ROD WHERE REQUIRED OVERHEAD SERV • METER CAN OR 150 AMP METER/MAIN INSIDE PANEL WHERE REQUIRED t ELECTRICAL CO. POWER RISER +4 BARE COPPER 8'-0' MIN. SPACING 8' GALVANIZED ROD 8' GALVANIZED ROD UNDER GROUND SERV. -ALTERNATE METHOD OF GROUNDING PER LOCAL INSPECTION AUTHORITYX ARLINGTON HVAC LAYOUT SCALE:3 "=1'-0" • PLUMBING 3.5 TON AL S, CONNECTORS,& MASTIC TEMPSTAR TCH242AKA 12.0 SEER H 3IV2' x D 30° USED WILD BE UL -181 APPROVED TEMPSTAR EBX4800 12.0 SEER W 19%8`x D 21V2' x H 42' 7.5 KW HONEYWELL 2 STAGE HEAT PUMP MODEL -T84/01028 NUTONE 69OA-50 CFM rll SIZES OF REDUCTION BOXES (DB6-16xl4xl6xl2xl5) .SIZE OF TRIANGLES f 15xl5xl5xl5I EXT STATIC .60 1270 CFM L WN co w 0 z 0 g ti 11 4 D (i I J LQ CD m J J o oc CC) cl_- D W W � W SHEET: M 74' 1 WINDOW DETAILS I RELEASE DATE: a\—andex\wd2dgn COPYRIGHT © ,2002 MARONDA HOMES - 0.,{, n✓{N 4/F-. % Homes 0011 _10-11-011 (407) 321-0064 4005 AMRONDA WAY SANFORD. FLORIDA REVISIONS K NOTES: ICI'.X I -3r4" P.tt S.Af,S 'OR 8d:... - I) ALL AL41MINUM EXTRUSIONS ARE ALLOY 6063-7-5' RING SHANK` NAILS W/-1-1/2" MIN. OR T6 WITH TYPICAL- WALL THICKNESS Or"O.062' NOTES.- OTES:EMBEDMENT 2) THIS DRAWING IS VALID; FOR ONLY THE INSTA' UAT10N EMBEDMENTSEE ELEVATION FOR OF 437 NORANDEX Pf TODUCT, _. - 3) THE RESPONSIBILITY FOR- SELECTION, CIF• NQRANJEX J.ANCHOR S'PACIAIG. PRODUCTS TO` MEET ANY . APPLICABLE LOCAL LAWS OR T6 WITH TYPICAL WALL THICKNESS OF OL62". BUILDING 100DES.ORDIN4CES OR OTHER,:FFETY ALL FW FASTENERS REQUIREMENT; NEST SOL -ELY WITH THE .ARCHITECT 2) THIS DRAWING IS`:VAUD FOR ONLY THE INSTALLATION :� . . BUILDING 0wIt'ER'.61 OR, ARE g10 R.N. SMS .COIi+TI?ACfi 4) INSTALLATION' -HLIL fi ARE FACT RY PREPUNC ED OF 437 NORANDEX PRODUCTS. v � MANUFACTURERS: RECOMMENDATION MAX SPACING, 6"FROM OR 8d RING SHANK • CORNERS -�WD TYPICAL 24° 0 .: - - C -� r 5) GLASS THICKNESS' BASED ON ASTM' E 1300 GLASS. o NAILS WITH 1-1/2' CHARTS, ANL? MAY VARY DEF'ENDIN'G ON - ,SIZE_. `." � ''� 3 6) A PRESSURE TREATED, WOODEN BUCK OR "MARBLE �. V -j MIN EMBEDMENT axr INTO 2 BY BUCK - x SILL SHALL BE ADDEDUNDER THE. PRODUCT 7 O BUILDING CODES, ORDINANCES OR, OTHER SAFETY .. REQUIREMENTS REST SOLELY WITH THE ARCHITECT, C -,� Q: � CD FULLY SUPPORT•' UNIT. THIS SUPPORT SHALL BE o FIRMLY ATTACHED INTO MASONARY AND SUPPORT BUILDING OWNER OR CO, TZV OR. Z `Z 77 THE PRODUCT AVER ITS RILL LENGTH (SUPPUEL? BY OTHERS). 4) INSTALLATION HOLES ARE FACfQRY PREPUNCHED TO 7) SHIMS ARE OPTIONAL, MAX. SHIM STACK 114': 8) THE WINDOW SIZES SHOWN ARE MAXiAIUM SIZES MANUFACTURERS' RECOMMENDATION MAX SPACING 6 FROM TYPICAL *- AND INSTALLATION DEATIL INCLUDES OTHER SIZES CORNERS AND 24"O.C_. UP TO MAXIMUM SIZE. 9) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN �_l � --i IMPOSED LOADS CONTRACTOR IS RESPONSIBLE LQ W FOR MAINTAINING STRUCTURAL INTEGRrFY OF THE $ - °t OF THEWINDOW OPENING AND ANY WOOD FRAMING°i- 437 FiXo Wrxoaw 6) SHIMS ARE OPTIONAL,MAX. SHIM STACK AROUND WINDOW HEADER. a a' B)`.,OTI ERS 6T,P 27' R 7) THE WINDOW SIZES SHOWN ARE, MAXIMUM SIZES AND INSTALLATION STALLATION DEATIL INCLUDES OTHER SIZES DESIGN PRESSURE = x45 PSIS ._ SELF STACKING +tiiiV b SILL a A 8) WOOD. BUCKS NOT BY NORANDEX MUST SUSTAIN v ff 10 F.H. S.M.S. OR '4 ° IMPOSED LOADS. CONTRACTOR IS RESPONS16LE FOR MAINTAINING STRUCTURAL 1NTEGRITY OF THE, 8d RING SHANK NAILS v, OF THEW DOW Q D ANY WOOD FRAMIAIG ` PErG AN W /1-112' MLN. EMBEDMENT . .. AROUND WINDOW HEADER. SEE ELEVATION FOR SELF STACKING DETAIL -A _ - DESIGN PRESSURE _ x45 ANCHOR SPACING. STACKING ° !fl _ X "3/4" PH ' //�� \ \\�\\ SIL OR 8d RING SHANK NAILS . 3 !'AAI HEAD "TEK' 437 SINGLE HUNG WINDOW 437 SING( HUNG WINDOW W/1-112" MIN. EUBEDMENT SEE ELEVATION FOR $ i////1 I ANCHOR SPACING. a �r 3 InFF c r ILU 2 BY BUCK SHALL BE Q SECURELY FASTENED TO ti PX 3' VERTICAL o TRANSFER "LOAD TO ALT.I-IEADE-R SECTION STRUCTUAL SUBSTRATE. n p ALL SH FASTENERS TYP: 2., BY BUCK SEE DffG MAR -001 FOR INSTALLATION o ARE "10 P.H. F.H. ,Q . `.-/O X 1-314' P H. SMS. S_M.S.OR 8d RING SHANK NAILS WITH OR 8d RING SHANK NAILS 1-112' EMBEDMENT o 4 W/1-112' MIN. EMBEDMENT t° INTO 2 BY BUCK WADAVIS JR.P.E, cn FL_ REG. ENG.'' 25539 a k m o :, ..DATE: 8123/02 ANCHOR SPf1CWG. - a�a� - HEAD FLASHING BY OTHERS cn 1 WINDOW DETAILS I RELEASE DATE: a\—andex\wd2dgn COPYRIGHT © ,2002 MARONDA HOMES - 0.,{, n✓{N 4/F-. % Homes 0011 _10-11-011 (407) 321-0064 4005 AMRONDA WAY SANFORD. FLORIDA REVISIONS ICI'.X I -3r4" P.tt S.Af,S 'OR 8d:... - RING SHANK` NAILS W/-1-1/2" MIN. NOTES.- OTES:EMBEDMENT EMBEDMENTSEE ELEVATION FOR 1) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 J.ANCHOR S'PACIAIG. OR T6 WITH TYPICAL WALL THICKNESS OF OL62". ALL FW FASTENERS 2) THIS DRAWING IS`:VAUD FOR ONLY THE INSTALLATION :� . . ARE g10 R.N. SMS OF 437 NORANDEX PRODUCTS. v � OR 8d RING SHANK 53-I/8" 3) THE RESPONSIBILITY FOR SELECTION -QF NORANDEX p _<c ' o NAILS WITH 1-1/2' PRODUCTS TO MEET AtY-.ELICABLF LOCAL LAWS. ''� 3 MIN EMBEDMENT axr INTO 2 BY BUCK - 24' O.C. I - MAX TYP f BUILDING CODES, ORDINANCES OR, OTHER SAFETY .. REQUIREMENTS REST SOLELY WITH THE ARCHITECT, C -,� Q: � CD o BUILDING OWNER OR CO, TZV OR. Z `Z 4) INSTALLATION HOLES ARE FACfQRY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION MAX SPACING 6 FROM TYPICAL CORNERS AND 24"O.C_. 5) GLASS THICKNESS BASED ON ASTM •E 1300 GLASS --i LQ CHARTS. AND MAY VARY DEPENDING ON SIZE- f1EA0` FLASHING 437 FiXo Wrxoaw 6) SHIMS ARE OPTIONAL,MAX. SHIM STACK n B)`.,OTI ERS 6T,P 27' R 7) THE WINDOW SIZES SHOWN ARE, MAXIMUM SIZES AND INSTALLATION STALLATION DEATIL INCLUDES OTHER SIZES 1-- UP TO MAXIMUM SIZE. b A 8) WOOD. BUCKS NOT BY NORANDEX MUST SUSTAIN v IMPOSED LOADS. CONTRACTOR IS RESPONS16LE FOR MAINTAINING STRUCTURAL 1NTEGRITY OF THE, v, OF THEW DOW Q D ANY WOOD FRAMIAIG ` PErG AN . .. AROUND WINDOW HEADER. SELF STACKING DETAIL -A _ - DESIGN PRESSURE _ x45 STACKING ° !fl _ X "3/4" PH ' //�� \ \\�\\ SIL OR 8d RING SHANK NAILS . 3 !'AAI HEAD "TEK' 437 SINGLE HUNG WINDOW 437 SING( HUNG WINDOW W/1-112" MIN. EUBEDMENT SEE ELEVATION FOR $ i////1 I ANCHOR SPACING. �r 3 InFF c r ti PX 3' VERTICAL o MULLION (XFLA-2r6-1)_ n p SEE DffG MAR -001 FOR INSTALLATION 76-a/4" Dojo F o Q v `.-/O X 1-314' P H. SMS. OR 8d RING SHANK NAILS W/1-112' MIN. EMBEDMENT cn SEE ELEVATION FOR o ANCHOR SPf1CWG. HEAD FLASHING BY OTHERS cn 24'0f. SASH SASH MAX TYP - ALT. FIN ATTACHMENT z . UNDER SHEATHING 6' MAX ALL SH FASTENERS 4 4 TYP _ ARE -/0 P.H. F.H. ► SMS.OR R1 NG oLi IL SHANK NAILS WITH 41 74'' 1-112" EMBEDMENT INTO 2 8Y BUCK a HEADER AND. SILL SECTION FL REG. ENG." 25539 ( � TYP. 1 BY BUCK DATE: 8119102 a v 1 WINDOW DETAILS I RELEASE DATE: a\—andex\wd2dgn COPYRIGHT © ,2002 MARONDA HOMES - 0.,{, n✓{N 4/F-. % Homes 0011 _10-11-011 (407) 321-0064 4005 AMRONDA WAY SANFORD. FLORIDA REVISIONS � v y a .T,— R - r Y Io X I-,3✓4' 1�J l J.J r: 10 X I-3/4' P.N. S.M.S. fi R f1R.SHANK NAIL OR 8d RING SHANK NAIL IN/12' liltli! EMBEDMENT SES ,- j; W11-112"'MIN.EMBtDMENT SEE E A1"lCl�r ,,FOR ANCHOR SPACING ELEVATION FOR ANCHOR SPACING. ` Zt TYe. o HEAD FLASHING BY oTHIRS ,. ]f %�) i TFAO Ff A 7t;i�(i' L BY .:OTHERS ` x�FLA-4�� ALT, Fli�� AT7-ACHMENT 4 10 X 1-3/4' P.H_S.M.S. (ANDER SHEATHING OR 8d RING SHANK NAIL W11-1/2" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. 1400 _ Q ------------------- 77i� 4 WINDOW WIDTH 1. -til I""`1 � P. JAMB SFCTIOt j. moa .. 1-1 1 1 1 1. 1 l y' FASTENER SCHEDULE 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. t NO.ANCHORS NO. ANCHORS HEAD JAMB SEE N07 -E 8 =35 AND x45 =35 AND x45 (PSF) (PSF) (PSF) (PSF) 4) G LASS THICKNESS BASED ON ASTM E 1300 GLASS DETAIL -A 2 2 CHARTS, AND MAY VARY DEPENDING ON SIZE. 2 2 J7' .750 7YP 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX - 3 2 s 10., X 1-3/4' P.N. S.M.S. PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, i 38-I/4" 2 3 BUILDING CODES, ORDINANCES OR OTHER SAFETY ' 4R 8d RING SHANK NAIL - 2 3 37" W/1MfN.EMBEDMENT SEE REQUIREMENTS REST SOLELY WITH THE ARCHITECT, 53-118' 3 3 ELEVATION ANCHOR SPACING BUILDING OWNER OR CONTRACTOR. _ N FOR 50-5/8' 2 3 _ 6) NOTE INDICATES THAT EQUAL FASTENERS AT SASH 37" HEAD AND SILL ARE REQUIRED- 53-1/8' 3 3 ` 7) WOOD BUCKS NOT BY NORANDEX MUST SUSTAIN N 2 4 -EA DE 14 AND 5I �L SECJ I IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE i0"F.H.S:M.S.WITH A 37' JR. P.E. W A DAMS PF FOR MAINTAINING STRUCTURAL INTEGRITY OF THE DETAIL -B 3 4 FLREG.ENG.* 25539 OF THEtNINDOW OPENING AND ANY WOOD FRAMING WOOD FRAME 76-3/4' 1 1 MIN.I1/2" Mllar.EBEDMENT _ 8/20/62 AROUND WINDOW HEADER. y' FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) NO.ANCHORS NO. ANCHORS HEAD JAMB SEE N07 -E 8 =35 AND x45 =35 AND x45 (PSF) (PSF) (PSF) (PSF) 19-1/8" DETAIL -A 2 2 26-112' 2 2 J7' 2 2 53-11 3 2 19-118' 38-I/4" 2 3 26-1/2" 2 3 37" DETAIL -C 53-118' 3 3 ;y 50-5/8' 2 3 26-112' SASH 37" 2 3 53-1/8' 3 3 19-118' N 2 4 26-I /2° i0"F.H.S:M.S.WITH A 37' NOTES: DETAIL -B 3 4 M 76-3/4' 1 1 MIN.I1/2" Mllar.EBEDMENT I) SHIMS ARE OPTIONAL. MAX. SHIM STACK 1/4"_ 2 5 37" .. 3116" TAPCON WITH , A -: SLE -ELEVATION - FOR ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 UIN:1�414' MIN.EMBE�6YENT ANCHOR ANCHOR S?AC1>��G, r OR T6 WITH TYPICAL N ALL THICKNESS OF 0.062". $EE ELEVATION FOR. '"� a 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. ANCHOR. SPACING. 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS i CHART -S, AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONS18IL 17 T FOR SELECTION OF NORANDEX ° a a: , PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, e . BUILDING CODES, ORDINANCES OR OTHER SAFETY .4 REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 4 6)A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO o o FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE �- FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED 4;- © BY OTHERS). a - 7) STRENGTH CONCRETE COMPRESSIVEa 3,000 PSI cn AT 28 DAYS. 8) EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. = ALT. HEADE R SECTION YPo 2 BY BUCK 7.500 3/16" TAPCON 2 BY BUCK SHALL BE W/l-114'M/N. EMBEDMENT SECURELY FASTENED TO SEF ELEVATION FOR TRANSFER LOAD TO : FOR ANCHOR SPACING. STRUCTUAL SUBSTRATE. CALL SIZE WIDTH Z � Z W _T 1.940 1 /4' MAX SHIM OPTIONAL (BOTH JAMBS) SEE NOTE 6 [ RELEASE DATE: i=27 AUG 2003- 16d2.48 raa ondez\we3Acyn " TYP IAAAR CPr`T/n Al I ui ✓ c— rur uvvi\ CHARLES A. PAGEN, P.E.- FL REG. ENG. * 49121 DATE:8/5/02 AM i s" MAX FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) NO.ANCHORS NO. ANCHORS HEAD JAMB SEE N07 -E 8 =35 AND x45 =35 AND x45 (PSF) (PSF) (PSF) (PSF) 19-1/8" DETAIL -A 2 2 26-112' 2 2 J7' 2 2 53-11 3 2 19-118' 38-I/4" 2 3 26-1/2" 2 3 37" DETAIL -C 53-118' 3 3 ;y 50-5/8' 2 3 26-112' SASH 37" 2 3 53-1/8' 3 3 19-118' N 2 4 26-I /2° 2 4 37' 2 4 DETAIL -B 3 4 M 76-3/4' 1 1 2 5 26-I/2' 2 5 WINDOW DIMENSIONS FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) NO.ANCHORS NO. ANCHORS HEAD JAMB SEE N07 -E 8 =35 AND x45 =35 AND x45 (PSF) (PSF) (PSF) (PSF) 19-1/8" 26„ 2 2 26-112' 2 2 J7' 2 2 53-11 3 2 19-118' 38-I/4" 2 3 26-1/2" 2 3 37" 2 3 53-118' 3 3 19-I/8" 50-5/8' 2 3 26-112' 2 3 37" 2 3 53-1/8' 3 3 19-118' 63= 2 4 26-I /2° 2 4 37' 2 4 53-118' 3 4 19-118" 76-3/4' 1 1 2 5 26-I/2' 2 5 37" 2 5 53-1/8" 1 3 5 ►I 10 F.H.SVS. W/1-1/2' MIN.EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. 1 `J COPYRIGHT © 2002 UARONDA HOMES Hdm'es J, (407) 321-0064 4005 MARONDA WAY SANFORD, FLORIDA REVISIONS : �i11;c o TYP. kr HEADISJLL E Q Q 24 G.0 MAX � Q o t4- \DETAIL -A -� 0 V/ t � DET A!L-C c - � � : SASH N � � o DETAIL -8 6 I/AX m m 1 `J COPYRIGHT © 2002 UARONDA HOMES Hdm'es J, (407) 321-0064 4005 MARONDA WAY SANFORD, FLORIDA REVISIONS : �i11;c o r l— Q Q � 3 � Q o 0 o Q "n -� 0 u O N � Nva � � � � W W � � Iu m m LL_ s Z r l— Q Q � 3 � Q o 0 0 Q "n -� 0 u O N � � � � � W W � Iu m m LL_ s z k J � 3 � Q o 0 0 Q "n Ln u O N � c� 0 0 0 m O N � LL � Iu m m s L. ++ -. _ 11 w ., :, ... �... .. ...g ..:. .. -. - v .: ti.".,,.- . n y.: +. <.\a nf` ::.- :�>. :. ... ., -' :'fix. .� __:.r _,., �,.. ,•- .. .:, - -_ ',y'�. 8 NEGATIVE 1.11 ,a ., , ' - 1 46. 46- 152-314• i. .. x a ,. + -.. ,,. .f:,r, - :.,. . ._ 152-314' b„- y.. . ...- -, r -.'.� .. - . '. 11 of e, , 4 v_, t .'1 a ~ , X5!/2' i s.. -] (1 tiF.. .. - - - .. - _ y. r. ' - , - ., , ._ - _ _ , ..- - .. -y' 45 45 .. 96` (3)53.4 .. �:1. s ,� ._� , i _ . y ,1 .. ,.-, ,- - 1 ,. Q �, � v 121 ,P�t0 x 7-3/4° PH -SMS INTO 2 . X BUCK OR o ! (2) 3/16°0 x 2 3/4' TAPCON T HRU / 38 ' BUCK, (SHOWN) WrTH- A 1-114'MIN:E�i#BE©IIENT: INTO MASONRY. r SEE ELEVATION" FOR-ANt,'HOR SPACING. (2)'10 x 1-3/4' FH -S' S INTO 2 x BUCK -, r � ` W` - .� o . '. ,° - SEE ELEVATION FOR ANCHOR SPACING. 11 Y -h _ , {, - q..,, . -o ,, t LH1N� P Q Y OTHERS. ' WA7 R IGH N 3 SIDE F - a, AULK THROUGH SCREW . H LE TO SEAL PAN PRIOR 07-Q SCREW INSTALLATION k 4 o (2) 4110 x 13/4 PH*SIS' INTO 2 BY BUCK -WITH ' 1-lf2° M/N EMBEDMENT. • i `w q . \ ,v�j SEE_ ELEVATION 0R ANCHOR SPAC NG. ,: �, 11 -12 8Y BUCK SHALL 8E " SECURELY FASTENED TO OPTIONAL ` TRANSFER LOAD 7-0 BY ',. r ..,:y _ . : - t -''-, ... '� .. ..: '. , . , . C`T Flr rnTr ... „r,�Tr, . •,L W fin R1711K ' J/iV R TPL!}�JJ VYyS (X,Y) SIJDING GLASS D" ' COA(PARATNE ANALYSIS CHAR - FRAME DIMENSIONS L2S16N tDAo CAPAurr-PSF W DTH (INCHES) ' HEIGHT .POSITIVE (INCHES) NEGATIVE 200-314' 80" (4J 1 46. 46- 152-314• 46 4�5 , . 995` 46 46 152-314' 80° f3J 575. 3AS 116-314" 37-5 E5 X5!/2' 57'5 57.5 ' 2(x7 3r4• -] (1 45 45 152-314' 45 45 5)95'- 45 45 152-314' 96` (3)53.4 48,9 4&9 116-314' 53.5 - 53.5 75112 55:4 114' TEMPERED GLASS- (XX) SLIDIAG GLA,1',S.,DOOR _COMPARATIVE ANALMS CHART FRAME DIMENSIONS DESIGN LDAD , CAFACl1Y�'SF` .: WIDTH , (INCHES) HEIGhiPC)s�TNE VJVCHESJ NEGATIVE 200-314' - . 667 694 152-3/4'8y( 667 65.4' 9951 667. 169.4 152-3r4' I (5) 66.7 77 4 116-314'sO 667 83.6 75-112 667 83.6 2110-314` ((` 1 60 . 60 152-314' 60- 60 995' 60 60 11 152-314' `9' 131 G53 653 116-314' 667 713 7'5412' 667 738 t i- • 4 + v , v nL �v u r r e r L . N0.` 1N PAREA7"NESTS INDICATES PANEL WIDTH 1N FEEF. " .11 " CALL SIZE WIDTH k. - .. .. 111 (C -SA.) (2) 3/16 0 x 2-3i4" Ill 1.# STEEL REINF, rAPCQN OR MIAMI v 1 Io°PANELS DADS APPf,'OVED CONC. i ,� f " / �` =600 DP. C' " FASTENERS "zcV ° 11 '^1. mwm�SEE ELEVATION FQR x ANCHOR SPACING. )- � 4 i1 o �z - STEEL REINF. : r v- I- ill '' �_''_ �ALL 10' PANELSEE 43 ° zi O n u °' cam, � w & =60. ", , ''Z-1- - p'%_ "r- __.0 D P. . - t'�_ ,,, ,,, "a c W� a _�""n_:'-.-'��- � . I1 4, "I ", , 1.11 .' -" - �. I : . :!QI Lot,y .��'_ .-,, 4110 w J� ", - ' '"t, +i CID SHJM (SHQWNIOR ',. AS , MUD ,_TRACY REQUIRE TYF° JAMB SECTION ' (A - ti Y� MJN .RECESS !° AFTER I BY / 2 BY BUCK !/4" MAX SHIM - ~ ' INSTALLATION. OPTIONAL (BOTH JAMBS) ^� A . ,.. , I 11 (213/16"©x 2-1/4° TAPCON .ORS ' `.. M1AMl RADE APPROVED CONC. FASTENER w.� °` 1 9 5? WIIq•H 9, SGD WIORJ ° . °� I SEE E� ENATION FOR ANCHOR SPACING. �P 3 Lir 9 - NorEs: 11 SHIMS ARE OPTIONAL, MAX_ SHIM STACK l/4°.1. �. F t t T i� , ' ` ] I ' 4 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 "S g" F, �. QR T6 WITH TYPICAL WALL THICKNESS OF 0.062". X X s ,v z j HIND X X �, 31 USE HIGH QUALITY CAULK BE DOOR FRAME r• Ill _�' . -4 GLASS THICKNESS BASED ON ASTM E 1300 GLASS u PANEL PANEL CHARTS, MAY VARY DEPENDING ON SIZE. PANEL PANEL `; ° a a 51 THE RESPONSlBIUTY FOR SELECTION OF nlORAn1DEX � ' a ¢1. - BUfLDING CODES,ORDINANCES OR OTHER SAFETY l/ u =, . , a REQUIREMENTS REST SOLELY WITH THE ARCHITECT, / � � -057 4 "_ BUILDING OWNER OR COn1TRACTOR, °' r -0T7 �' AN - // q I ,q� , t, , I � ..' . 6) CONCRETE COMPRESSIVE STRENGTH - 3,000 PSIL AT 28 DAYS. o v; HEADER SAND S)�LL SECTION 7) INSTALLATION HOLES ARE FACTORY PREPUNCNED TO �� �� � j � z � � . MANUFACTURERS' RECOMMENDATION 'PAX SPACING 6" '�-� � z YP I atY BUGI�� ROM CORNER AT JAMBTOP AND TYPICAL l8" OC. ti ' F S. 9° �v z `�" (2BY2) npcu ELEVArlOA (2P) rrP ezEvarlon ,a -,;" 3: A, ` ' A . -. (2) #10 x 1-3I4" PH -SUS INTO 2 BY BUCK OR f213/Ib`0 x 2-3/`44 T.APCON THRU I BY BUCK, (SHOWN) l2) *10 x I-3/4" FH -SMS INTO 2 x BUCK WITH A I-114INTO MASONRY. ' SEE ELEVATION FOR ANCHOR SPACING. . SEE ELEVATION FOR ANCHOR SPACING - - - - - - - - :x I 4 :'' I FLASHING PAN BY OTHERS. WATER TIGHT ON 3 SIDES. _ . _ . CAULK THROUGH SCREW I HOLE TO SEAL PAN PRIOR �. TO SCREIy INSTALLATION "' " +� f?J `l0 x 1 3/4' PH -SMS INTO 2 BY G Z BUCK VJlTf1 1-1/2' MtN EMBEDMENT 3/16' TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN (-DAD DIMENSIONS CAPACITY PSF WIDTH. HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) C7) 72' 80 (3) 45 45 4 . ::Z4 I _ . ,, .© .. C7 Q,© .Ls_{ Q 1 ,. Q �, � v 1<coQ) �I� --. � -. . < * .' � • --j �, -,� Zt, „ C� -- ''" �. �. I , I., ..� 4;. . I t i- • 4 + v , v nL �v u r r e r L . N0.` 1N PAREA7"NESTS INDICATES PANEL WIDTH 1N FEEF. " .11 " CALL SIZE WIDTH k. - .. .. 111 (C -SA.) (2) 3/16 0 x 2-3i4" Ill 1.# STEEL REINF, rAPCQN OR MIAMI v 1 Io°PANELS DADS APPf,'OVED CONC. i ,� f " / �` =600 DP. C' " FASTENERS "zcV ° 11 '^1. mwm�SEE ELEVATION FQR x ANCHOR SPACING. )- � 4 i1 o �z - STEEL REINF. : r v- I- ill '' �_''_ �ALL 10' PANELSEE 43 ° zi O n u °' cam, � w & =60. ", , ''Z-1- - p'%_ "r- __.0 D P. . - t'�_ ,,, ,,, "a c W� a _�""n_:'-.-'��- � . I1 4, "I ", , 1.11 .' -" - �. I : . :!QI Lot,y .��'_ .-,, 4110 w J� ", - ' '"t, +i CID SHJM (SHQWNIOR ',. AS , MUD ,_TRACY REQUIRE TYF° JAMB SECTION ' (A - ti Y� MJN .RECESS !° AFTER I BY / 2 BY BUCK !/4" MAX SHIM - ~ ' INSTALLATION. OPTIONAL (BOTH JAMBS) ^� A . ,.. , I 11 (213/16"©x 2-1/4° TAPCON .ORS ' `.. M1AMl RADE APPROVED CONC. FASTENER w.� °` 1 9 5? WIIq•H 9, SGD WIORJ ° . °� I SEE E� ENATION FOR ANCHOR SPACING. �P 3 Lir 9 - NorEs: 11 SHIMS ARE OPTIONAL, MAX_ SHIM STACK l/4°.1. �. F t t T i� , ' ` ] I ' 4 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 "S g" F, �. QR T6 WITH TYPICAL WALL THICKNESS OF 0.062". X X s ,v z j HIND X X �, 31 USE HIGH QUALITY CAULK BE DOOR FRAME r• Ill _�' . -4 GLASS THICKNESS BASED ON ASTM E 1300 GLASS u PANEL PANEL CHARTS, MAY VARY DEPENDING ON SIZE. PANEL PANEL `; ° a a 51 THE RESPONSlBIUTY FOR SELECTION OF nlORAn1DEX � ' a ¢1. - BUfLDING CODES,ORDINANCES OR OTHER SAFETY l/ u =, . , a REQUIREMENTS REST SOLELY WITH THE ARCHITECT, / � � -057 4 "_ BUILDING OWNER OR COn1TRACTOR, °' r -0T7 �' AN - // q I ,q� , t, , I � ..' . 6) CONCRETE COMPRESSIVE STRENGTH - 3,000 PSIL AT 28 DAYS. o v; HEADER SAND S)�LL SECTION 7) INSTALLATION HOLES ARE FACTORY PREPUNCNED TO �� �� � j � z � � . MANUFACTURERS' RECOMMENDATION 'PAX SPACING 6" '�-� � z YP I atY BUGI�� ROM CORNER AT JAMBTOP AND TYPICAL l8" OC. ti ' F S. 9° �v z `�" (2BY2) npcu ELEVArlOA (2P) rrP ezEvarlon ,a -,;" 3: A, ` ' A . -. (2) #10 x 1-3I4" PH -SUS INTO 2 BY BUCK OR f213/Ib`0 x 2-3/`44 T.APCON THRU I BY BUCK, (SHOWN) l2) *10 x I-3/4" FH -SMS INTO 2 x BUCK WITH A I-114INTO MASONRY. ' SEE ELEVATION FOR ANCHOR SPACING. . SEE ELEVATION FOR ANCHOR SPACING - - - - - - - - :x I 4 :'' I FLASHING PAN BY OTHERS. WATER TIGHT ON 3 SIDES. _ . _ . CAULK THROUGH SCREW I HOLE TO SEAL PAN PRIOR �. TO SCREIy INSTALLATION "' " +� f?J `l0 x 1 3/4' PH -SMS INTO 2 BY G Z BUCK VJlTf1 1-1/2' MtN EMBEDMENT 3/16' TEMPERED GLASS (XX) SLIDING GLASS DOOR COMPARATIVE ANALYSIS CHART FRAME DESIGN (-DAD DIMENSIONS CAPACITY PSF WIDTH. HEIGHT POSITIVE NEGATIVE (INCHES) (INCHES) 72' 80 (3) 45 45 144-I/8` 45 45 '. SEE ELEVATION FOR ANCh'OR SPACING Nog IN PARENTHESIS INDICATES © �' 1 { k PANEL WIDTH IN FEET_ Z 2 BY BUCK SHALL BE `'� Q �! ,: - - _ SECURELY FASTENED TO OPTIONAL 121 3/f6"0 x 2-3i4' {�, a z TRANSFER L0� TO 2 BY W000 BUCK TAPCON OR MIAMI p STRUCTUAL SU STRATE_ DADS APPROVED CONC. p -, (� 1 I BY WOOD BUCK FASTENERS. Q I CALL StZE WIDTH SEE ELEVATION FOR LL )- I (C.S.WJ ANCHOR SPACING. . . ". - �- p p ';lt rID) - 4 a � N i �� Q k, i • p )` Q ti Q %_..' I.. - . -_q Z W - - ,q` - 1�.. I . �.. I -.0 N� Q��� , I o � - I �..' , I -1. �" ,�L� , I I . . . ,/ - .• 0� 2 0 of'rn Ig t: - - T YF° HORIZONTAL SECT ION � Zj o � o + l Bl1 / 2 BY BUCK l/4° MAX SHIM ��_ P m s WOOD SHIM 1SH041�N1OR OPTIONAL (BOTH JAMBS) W w' MUD TRACK AS REQUIRED. � 11 ,,. ' MIN RECESS I° AFTER `y' INSTALLATION. z `v_ o (2) 3116.0 x 2-1/4° TAPCON OR � st " o • MIAMI DADS APPROVED CONC. FASTENER cCE c� SEE ELEVATION FOR ANCHOR SPACING. `= W W � C� NOTES: ti W cv Q " 7YP SGB WIDTH Q y 4 SGb WlDiH I , " . . I �; L � II l) SHIMS ARE OPTIONAL. MAX. SHIM STACK l/4. 11P � +2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 o a. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'. /� � u `� „�,o �" T� / W 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ 1 m . � su o 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS Q CHARTS°AND MAY VARY DEPENDING ON SIZE. X X X X a • a 4 _ - •- " 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX e PANEL PANEL - � PANEL PANEL Id PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, � z a• a BUILDING CODES,ORDINANCES OR OTHER SAFETY ��; �` N o - - REQUIREMENTS REST SOLELY WITH THE ARCHITECT, � ,S � �� ° �' BUILDING OWNER OR CONTRACTOR_ � � �/ F8- 7 C4 E E� ANS SILL SECT ION 61 CO ASR 28 DAOS COMPRESSIVE STRENGTH =3,000 PSI nP /�L4tj „p F9C-0'/� '3 • 71 INSTALLATION HOLES ARE FACTORY PREPUNCHED TO w w w YB. I BY BUCK MANUFACTURERS' RECOMMENDATION MAX SPACING 6° >� e FROM CORNERS, 9" AT JAMBTOP AND TYPICAL l8' OC. "P a Q (2BY2) nPlc& ELEVATiow (2P2) TrncAL ECEyAnoN 1 -1 - i:.,_ - ., � l L _ REVISIONS _ j � I- ,i�--" I"1, "1__ -_-.I'; �. "- .�- .Z-'�, �.''�_'�'1"'-��1!�., .� 1 I'%- :. --II -,�-I . -�"1'�1II I�,I�I.,:',%-l',_l� . .� I�. . 11� �.I. -:I "I I-�, I'-� I I', - �' 'I. _I,!7 -,.'I _1 1�r..�'I',_1�-.I�_.'",- .7--'1.I�, ,�.' -- ,!_.�'rJ�_��k-,�, \',���i � ' ,;-- 1,- .., "-,-,,, ' �!�--,''"� '-,..,.'� " . `,,,��I..���-,-.�� '.'-1� �*..'. "�*nI i�"''" ,'I `I -1z ,1 , i Ho. . -.h.'___I.I � i'_le- s -J, I�. - _.- " � ."��I_ - �I �-� _ I "/• a 1L1' COPYRIGHT © 2002 MARONDA HOMES ��-'" ��. �,"-".II ,'-�_,z,,I I ��-t� I' .! I . . ' ,�.,'-..�I,I'�';" "-"'. ..;' .--II.,� - 1 ' -' -1 '1'I --_ "�I�� _.. .,I� I'l- -l,I..!. '-" I_. . II I I I . N -ORAE -X - � . __ arI on.c,la a4%. "�� _- - I . --- ,-I u . . WINDOW DETAILS 4. I, �, 1I 1I- .I I . t •1_, f- - ` I �. 1 I I .. RELEASE DATE: ( 407 ) 321-0064 4005 MARONDA WAY- SANFORD,-'� , FLORIDA 27 AW Z003 ,, 16-43�O • P_V)0 nd-',wd4.dgn ,: • 1: - - p C) Q U-) © L'_1 � � � I 11 C7 Q,© '. SEE ELEVATION FOR ANCh'OR SPACING Nog IN PARENTHESIS INDICATES © �' 1 { k PANEL WIDTH IN FEET_ Z 2 BY BUCK SHALL BE `'� Q �! ,: - - _ SECURELY FASTENED TO OPTIONAL 121 3/f6"0 x 2-3i4' {�, a z TRANSFER L0� TO 2 BY W000 BUCK TAPCON OR MIAMI p STRUCTUAL SU STRATE_ DADS APPROVED CONC. p -, (� 1 I BY WOOD BUCK FASTENERS. Q I CALL StZE WIDTH SEE ELEVATION FOR LL )- I (C.S.WJ ANCHOR SPACING. . . ". - �- p p ';lt rID) - 4 a � N i �� Q k, i • p )` Q ti Q %_..' I.. - . -_q Z W - - ,q` - 1�.. I . �.. I -.0 N� Q��� , I o � - I �..' , I -1. �" ,�L� , I I . . . ,/ - .• 0� 2 0 of'rn Ig t: - - T YF° HORIZONTAL SECT ION � Zj o � o + l Bl1 / 2 BY BUCK l/4° MAX SHIM ��_ P m s WOOD SHIM 1SH041�N1OR OPTIONAL (BOTH JAMBS) W w' MUD TRACK AS REQUIRED. � 11 ,,. ' MIN RECESS I° AFTER `y' INSTALLATION. z `v_ o (2) 3116.0 x 2-1/4° TAPCON OR � st " o • MIAMI DADS APPROVED CONC. FASTENER cCE c� SEE ELEVATION FOR ANCHOR SPACING. `= W W � C� NOTES: ti W cv Q " 7YP SGB WIDTH Q y 4 SGb WlDiH I , " . . I �; L � II l) SHIMS ARE OPTIONAL. MAX. SHIM STACK l/4. 11P � +2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 o a. OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'. /� � u `� „�,o �" T� / W 3) USE HIGH QUALITY CAULK BEHIND DOOR FRAME_ 1 m . � su o 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS Q CHARTS°AND MAY VARY DEPENDING ON SIZE. X X X X a • a 4 _ - •- " 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX e PANEL PANEL - � PANEL PANEL Id PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, � z a• a BUILDING CODES,ORDINANCES OR OTHER SAFETY ��; �` N o - - REQUIREMENTS REST SOLELY WITH THE ARCHITECT, � ,S � �� ° �' BUILDING OWNER OR CONTRACTOR_ � � �/ F8- 7 C4 E E� ANS SILL SECT ION 61 CO ASR 28 DAOS COMPRESSIVE STRENGTH =3,000 PSI nP /�L4tj „p F9C-0'/� '3 • 71 INSTALLATION HOLES ARE FACTORY PREPUNCHED TO w w w YB. I BY BUCK MANUFACTURERS' RECOMMENDATION MAX SPACING 6° >� e FROM CORNERS, 9" AT JAMBTOP AND TYPICAL l8' OC. "P a Q (2BY2) nPlc& ELEVATiow (2P2) TrncAL ECEyAnoN 1 -1 - i:.,_ - ., � l L _ REVISIONS _ j � I- ,i�--" I"1, "1__ -_-.I'; �. "- .�- .Z-'�, �.''�_'�'1"'-��1!�., .� 1 I'%- :. --II -,�-I . -�"1'�1II I�,I�I.,:',%-l',_l� . .� I�. . 11� �.I. -:I "I I-�, I'-� I I', - �' 'I. _I,!7 -,.'I _1 1�r..�'I',_1�-.I�_.'",- .7--'1.I�, ,�.' -- ,!_.�'rJ�_��k-,�, \',���i � ' ,;-- 1,- .., "-,-,,, ' �!�--,''"� '-,..,.'� " . `,,,��I..���-,-.�� '.'-1� �*..'. "�*nI i�"''" ,'I `I -1z ,1 , i Ho. . -.h.'___I.I � i'_le- s -J, I�. - _.- " � ."��I_ - �I �-� _ I "/• a 1L1' COPYRIGHT © 2002 MARONDA HOMES ��-'" ��. �,"-".II ,'-�_,z,,I I ��-t� I' .! I . . ' ,�.,'-..�I,I'�';" "-"'. ..;' .--II.,� - 1 ' -' -1 '1'I --_ "�I�� _.. .,I� I'l- -l,I..!. '-" I_. . II I I I . N -ORAE -X - � . __ arI on.c,la a4%. "�� _- - I . --- ,-I u . . WINDOW DETAILS 4. I, �, 1I 1I- .I I . t •1_, f- - ` I �. 1 I I .. RELEASE DATE: ( 407 ) 321-0064 4005 MARONDA WAY- SANFORD,-'� , FLORIDA 27 AW Z003 ,, 16-43�O • P_V)0 nd-',wd4.dgn ,: • 1: - - 4.ppODUR j kict10RS Siva QE AS USro AND SPACED Ata silown Ott DETAILS. mWOIi EMBCOMEW TO BASE NAIERIAL $HALT Be BEYOND WAU. PAk5sinq Oq STUCCO. \ PjTUOUCT DOES tjOj PEe( IMPACT PESI TgICfE . DFSIOtI PTtESSURE RATINO SHAM pS AS FOU OjNSi N1GII 000119: SIX TABLE - FQH f"ES Mel] 0' p' UPTG P' 04 4E 1"44 I ASS 0Ian qJ PACE SHEETS. EACH `5119 IS CON57ryU�OTELI fR,Qu 0.090". THICK IIBEFtO 6 SKIN. FORE pE51GtJt 1leelt1TERIoR VTry'cr EACH DODg 13 ED WITIf 'R(GIO pOLYURE F. CGI STQUCTIOH• mE 4ExT11:u 3 OF n+c % -•_' 37-t/]" 1RMIE WATR '.•-� g )7-t/2• FRAME WID111.-. r1 - - 0"(0. C. MAX 'v i rYp, FF111 i 1 O U-1 _ r9 -0 2_ I / 00 S�OpCC Ir .x I flBERCU95 pLuf6iNEHoR 70tTQTAL J - EOOES CONSIST OF jtl! T18ENQU5S - - --- Ktn OWED (0 111EMPO O BLOCK AT - . TYPI u Ey )Jgt1 ts' 4' DOOR OP ANO TO fHe MOO rx FOAM ITP1Cdt FLEW1i>1i-�--� 11 NSERT.Aj BOTTOM, DESIGN PRESSURE RATING TABLE 2 DESIGN RESSURE runNO TABt.E 1 f • • I l�1f� ca� `Nt9tX�f1CR @Kt4 1W Y. M NLiDC,!1 � if01t }I[IOt➢ 7_;__tQV_AT,4,Z_j NOT AMPNOVCO +40pSPi- t8U -80 N9j APPgovlto -00 ►atr +60 -60 460 -60 G' -75 -80 16,1 -77 160 -71 ' .: W/9id Utt ¢ • •+ave-�++.r•a , ...• ' -ria'-Fill �m ar. Tf� ` POrrTNL N4Y AlPROV,iCG +r0 vOf DISTINCTION, SERIES �. r'17#3 „ SMC jgs5 IN O R 51UEt{1W JNSUtATEQ .r• til .7 .f ! SIT Ili r77lI�,IIT 0GERO1ASS,' OQOq III 'WOOD FTtANl: 11-1/1' (t Wt Irani HE DESCRIPTIOtINito�ilvt: 2 GI�fF�AI' OTE$ A -44 Por I 111E FOLLOWINO PRODUCT,HAS BEJUVEVAI.UATED FCR (4131 ¢A/'s431 COMPLIANCE WTII1 'fj1E WIND LOADS SPECI O It+ ;rCIIOq INSUHHAAttice ll�_11 11,20 OF THE TEwwSS DEPP Et Or �ttDsrQ u Rr�IST Cot SIR CTION OUIDE AND SECTION — IOa Qt' THE tE' ; Y It1SURANGQ ASSOCIA116N tYfa O1 00 99 ,DSTORU. 8ULOING COOS FOfi "pSjOR1a: RESIVill{j 0NMRUCTIO . \ �. V000 BUCKS Q j OT))ETiS, MUST PC AtwHORED j 11DPCi{L` To TFWt4Ftl} Laws 110 jilg 5iRUCVL E- 4.ppODUR j kict10RS Siva QE AS USro AND SPACED Ata silown Ott DETAILS. mWOIi EMBCOMEW TO BASE NAIERIAL $HALT Be BEYOND WAU. PAk5sinq Oq STUCCO. \ PjTUOUCT DOES tjOj PEe( IMPACT PESI TgICfE . DFSIOtI PTtESSURE RATINO SHAM pS AS FOU OjNSi N1GII 000119: SIX TABLE - FQH f"ES Mel] 0' p' UPTG P' 04 4E 1"44 I ASS 0Ian qJ PACE SHEETS. EACH `5119 IS CON57ryU�OTELI fR,Qu 0.090". THICK IIBEFtO 6 SKIN. FORE pE51GtJt 1leelt1TERIoR VTry'cr EACH DODg 13 ED WITIf 'R(GIO pOLYURE F. CGI STQUCTIOH• mE 4ExT11:u 3 OF n+c % -•_' 37-t/]" 1RMIE WATR '.•-� g )7-t/2• FRAME WID111.-. r1 - - 0"(0. C. MAX 'v i rYp, FF111 i 1 O U-1 _ r9 -0 2_ I / 00 S�OpCC Ir .x I flBERCU95 pLuf6iNEHoR 70tTQTAL J - EOOES CONSIST OF jtl! T18ENQU5S - - --- Ktn OWED (0 111EMPO O BLOCK AT - . TYPI u Ey )Jgt1 ts' 4' DOOR OP ANO TO fHe MOO rx FOAM ITP1Cdt FLEW1i>1i-�--� 11 NSERT.Aj BOTTOM, DESIGN PRESSURE RATING TABLE 2 DESIGN RESSURE runNO TABt.E 1 f • • I l�1f� ca� `Nt9tX�f1CR @Kt4 1W M NLiDC,!1 � if01t }I[IOt➢ 7_;__tQV_AT,4,Z_j NOT AMPNOVCO +40pSPi- t8U -80 N9j APPgovlto -00 ►atr /1174 Ytrlrl MUtl5f19A Nft ilf0 WI.fAA7Yi1 �t�/7 laztm It" 9r7 a OL �[m7fl 't/( aNt L1ffB_1DYOSiL fOti-ti=D__R4S1B eNCt1flR LAYQUT_ESl$.9-H �ff9f3 3 L�1 O f • • I l�1f� ca� .D, /1174 Ytrlrl MUtl5f19A Nft ilf0 WI.fAA7Yi1 �t�/7 laztm It" 9r7 a OL �[m7fl 't/( aNt L1ffB_1DYOSiL fOti-ti=D__R4S1B eNCt1flR LAYQUT_ESl$.9-H �ff9f3 3 PrOduc; A, t CeptRnFe ND: PSI -221 f • • I l�1f� ca� .D, Iusw' In (wood jumb) CorJiguratiun: X, OXU, XO, OX ,r CD_ )-O - '�"- *80 -80 180 -80 +80 -80 t8U -80 rens 31?3 �i�� flrf +60 -60 460 -60 G' -75 -80 16,1 -77 160 -71 'C TABLE OF CONTENTS"-" W/9id Utt ¢ ...• ' -ria'-Fill �m ar. Tf� ` POrrTNL N4Y AlPROV,iCG +r0 vOf �•r r'17#3 CONS LRttO .r• til .7 .f ! SIT Ili r77lI�,IIT HE DESCRIPTIOtINito�ilvt: NoT Ar Pnfsvco -44 Por (4131 ¢A/'s431 tYfa O1 00 99 rvtD N..H• jyEL('AI rtICNORS pi4, W, R.P.P. 1) INTO 2tlY WOOD DUCKS OR W000 SFRUCfURE 18 PF1i Wd. Strove, 1' MIN. EMBEDMENT u�t ra "";Pt �- 2) 11110 113Y WOOD BUCKS OR INTO �USONRY (j1� I I � 90 -UI 3/Iti OLA. TAPCONS WirN I -1/i MIN. EMUEDMENI ► r spur � - a • monj raAmr is — t � ' ' � -i . � � � , .•� d%a7• � ])-)//' DWn pAf/E1. W�Onf OIIb NAs 7Yt F ` bl4V _R_� = 14 - INSIDE 3 1 f E 5 t 10 ►' � ,�� �j • i, % i:i rr ii;iby ij \ • it it� 4 n14 ^ � srlf�lll(11 •L`. ' �.:l DUTS10E a :iii ••'•s + / • � f f Is -;" IES •I jQ�j •f . 14 10 d • � •'`' )i -� •C �! � ,L � � O tY WOCO-(YlftT lit ,,' E; kl��l�1�OCIIAL CROSS SECTIOU EINAI AN .t10RINC3 -��Qq� t,�E IIP 70 5 s X fi a SINGLE INSWING UNIT• }V/4Y0 SIDEUTE5 PRvbuCT ACCEPTANCE' No.: DS/222 • t. CN W •�tYO € D J� S Lids oL I i �, t0 `-�p Ittl HF�L 3" TTP-_ ;• LJ cowilit pill _ l4rl) tef-n • .• r OK •r. _ Y��II�A4�.� �5 1=GTJol1 Qella 1A "IllBfslla�.[). 1 of {1)_.4 f � Qy., Af,r1f fN f -- PrOduc; A, t CeptRnFe ND: PSI -221 f • • I l�1f� ca� .D, Iusw' In (wood jumb) CorJiguratiun: X, OXU, XO, OX ,r CD_ )-O - L s 1,12' *80 -80 180 -80 +80 -80 t8U -80 rens 31?3 �i�� flrf +60 -60 460 -60 G' -75 -80 16,1 -77 160 -71 'C +so "Oq W/9id Utt ¢ ...• ' -ria'-Fill �m ar. Tf� ` ��s� trwrrr }est 12 10 (98'1.21U-3024 hlfg. p�': Nact Y4 Pi4ulcs / Plustpro �•r r'17#3 .r• til .7 .f ! SIT Ili r77lI�,IIT 1 of {1)_.4 f � Qy., Af,r1f fN f -- PrOduc; A, t CeptRnFe ND: PSI -221 'ID .D, Iusw' In (wood jumb) CorJiguratiun: X, OXU, XO, OX 210 • 2A 2'6 CD_ )-O - L s 1,12' *80 -80 180 -80 +80 -80 t8U -80 14-90 -80 PNSideUles +60 -60 460 -60 G' -75 -80 16,1 -77 160 -71 'C +so "Oq W/9id Utt ¢ CD ' -ria'-Fill �m }est 12 10 (98'1.21U-3024 1 of {1)_.4 f � Qy., Af,r1f fN f -- PrOduc; A, t CeptRnFe ND: PSI -221 r Size: .up to 3"4 S ¢'a Iusw' In (wood jumb) CorJiguratiun: X, OXU, XO, OX 210 • 2A 2'6 ;f, V... , )-O - SUIVICOp4que *80 -80 180 -80 +80 -80 t8U -80 14-90 -80 PNSideUles +60 -60 460 -60 Singl'eGu�04 -75 -80 16,1 -77 160 -71 +56 •6'1 +so "Oq W/9id Utt ¢ 451) -611 ' -ria'-Fill (Doerr does clot meet brtssuo blipact) - }est 12 10 (98'1.21U-3024 hlfg. p�': Nact Y4 Pi4ulcs / Plustpro Livbigrtnll. 11 U7U39 P pr7 911 jl' b_ CUtisut-fit1Q (413) 184-3411 wia�Ot/00/00 wo. re R P.P.- GK M �.w N0., 09-01 ;-w —I- 4 - SHEET: FD r SHEET: FD N • 1 DISTINCTION SERIES SMC OUTSWMG RESIDENTIAL INSULATED " FIBERGLASS DOOR IN WOOD FRAME 60 QlsnHc.QQjJ SMC FIQFRC,IASS DOOR DOOR LEAF 00NSTRUCIION: FACE SHEETS: EACH SLAD IS CONSIRUCIED FROM 0.090' THICK FIBERGLASS SHIN. CORE DESIGN: THE YrtENIOR CAV1rY OF EACH DCOR is FILLED WITFI RIGID POLYUREIHAIIE. CONSTRuCNON: IHE VERTICAL EDGES OF THE SLAB CONSIST OF GLUED INTERLOCKING FIBERGLASS JOINTS -THE HORIZONTAL EDGES CONSIST OF THE FIBERGLASS SKIN GLUED TO THE WOUO BLOCK AT TOP 'AND TO THE RIGID PVC FOAM INSERT AT BOTTOM. TABLE OF CONTENTS SHEET DESCRIPTION ROSSRAL NOTES,TYPICAL AIIONS CROS SECTIONS RTICA AND ORt Ot A 3 ANCHORING LAYOUT _PARTLIST 11PICAL FIEVATION a' -B' DOOR DESIGN PRESSURE RATING (TABLE {) . XkLAE (NIDI I-JLWrICN A/:V%+OID/T D hEEDID I P09rTIV5 -50 Pop 60 QlsnHc.QQjJ SMC FIQFRC,IASS DOOR DOOR LEAF 00NSTRUCIION: FACE SHEETS: EACH SLAD IS CONSIRUCIED FROM 0.090' THICK FIBERGLASS SHIN. CORE DESIGN: THE YrtENIOR CAV1rY OF EACH DCOR is FILLED WITFI RIGID POLYUREIHAIIE. CONSTRuCNON: IHE VERTICAL EDGES OF THE SLAB CONSIST OF GLUED INTERLOCKING FIBERGLASS JOINTS -THE HORIZONTAL EDGES CONSIST OF THE FIBERGLASS SKIN GLUED TO THE WOUO BLOCK AT TOP 'AND TO THE RIGID PVC FOAM INSERT AT BOTTOM. TABLE OF CONTENTS SHEET DESCRIPTION ROSSRAL NOTES,TYPICAL AIIONS CROS SECTIONS RTICA AND ORt Ot A 3 ANCHORING LAYOUT _PARTLIST 11PICAL FIEVATION a' -B' DOOR DESIGN PRESSURE RATING (TABLE {) . XkLAE (NIDI I-JLWrICN A/:V%+OID/T D hEEDID tl9Rl WAEA adYIRIRl/ 'at�OR 6 NOT MEOED P09rTIV5 -50 Pop +60 P5F NEGATIVE_ -60 Par -e0 P9F 37-1/2' FRAME W:01H -- --- a m 0 �.. z L11/16' IJ 2 L I 1 O F n 107 l Y > � t �7 N moi} L z a I Po u� OLull - O 17 2 J V. TYPICAI FI EVATIOtI 8'-0� DOOR 1 DESIGN PRESSURE RARNG (T LE 2) SHEET IfDESCRIPTION UY collsulnNc (61 J) 064-JD}1 ARALA'YINI a hum / OWA YMCA N}YTUIXIN AEDWNL[M if rY1Cm id, FA 'AArut WAl1WICN :p/f 0 Nur N[E6G POSITIVE .50 PSF N 50 PSF NEGATIVE -66 PSF 00 PaF 6.1001/08/99 WAL NJ S. n Lw . BY R.P.P. - 9( A� rXu:rw� Ma, sEtl I u 4 FfUA1L wIU1H (ITP) ' L r 10 0_C \ -E (fYP.) I IVis O \ 1 - O FJU, 1 ' i 0��-amu,; f�1011nH IAT(illj FGR �V'�f�B ANCIMR TAY AIT EUL6'-8' GOOfl lEU+Ll tJNt:tliltil I) "aO 29r WOOU DUCAL Gil WUUO SIIIUCRIItt Ile SLS• 1-1/2' LUN LYBLOUENT 2) WIU TOY WOOD DUCAT OR INTO L 0118( 3/16' DIA TAPCON5 WITH 1-1/4' YAH. ELaID4E111 t ' � COHSUI IUIG I tau) ant-J6JI ow 01 c6/99 •utrN.) S. Vol I(7U I 9a•D2 r - } 16 `9/16. r 1-1/4' FF LLtYO. SWY SPACE LIE WIND Flu -En - �• �11/�F� YAX. • 15 10 O 11 rr SPACE • /Q 1 J 't I- E, ,..' 18 �k1 0 1 ,. 3 � ..� � 19 _ yy N�5 Al ��YN �- � �}•P 9Nq I.�L / WIO 4:i FW0CD FA1CX Hid 1{ASIIIATWN QUT510E OLIFT/ 1i ii ;'` 5171'-.. 35-3/4' p00N PANEL "NfOM 3/32' �} 31-1/2-FMJE MOTH f HORIZONTAL CROSS SECTION 14 VER11CAL CROSS SECTION :f CONSLLN+O - 1.591' I L591' t.e6� J I 1.2or' I L1ol' I I I i 0.161 0.116' I 012 I 0.614' I I PA516 I PA573C I PA511c II .__--_- __-__--- - - - ) - 0.511 I 1.591 ' I . • I _ 0.170' I 0.748 I I D.msi -TI PA375 I PAS01 I RU419 ' • ----- =i I _----I I --- --- 0.0)0• 0.1iT-+ I-t--D.BJ9• 0.21T I 0.788• DISTINCTION SERIES SMC OUISWtNO RESIDENTIAL INSULATED • FIBERGLASS DOOR 1N WOOD FRAME (S1EE� REINFORCED' WIU{ FULL GLASS Ln GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SQUAT FLORIDA. BUILDING CODE 1994 EDITION FOR MIAMI -AAE COUNTY. 2. WOOD BUCKS BY OTHERS, IJUST BE ANCHORED PROPERLY TO TRANSFER LOADS 'TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MAIERIAI. S11A11 BE DD6ND WALL DRESSING OR STUCCO, 4. IMPACT RESISTANT S1turTERS ARE REQUIRED 5. DESIGN PRESSURE RATING SItALL BE AS FOLLOWS: - FOR 8' 8' HIGH DOORS: SEE TABLE I. - FOR FRAMES OVER 8' 8' UP TO 8' D': SEE TABLE 2. f)Q0 LEAF CONSTRUCT10m - 1. FACE SHEETS: EACH SLAU IS CONSTRUGIED FROM O.U15 -FtiK. FIBERGLASS SKIN. 2. CORE DESIGN THE INTERIOR CAVITY OF EACH DOOR IS FILLED WITH RIGID POLYURETHANE. ]. CONSTRUCTION: THE VERTICAL EDGES OF THE SLID CONSIST OF GLUED INTERLOCKING F18EHGLASS JOINTS THE HORIZONTAL EDGES CONSIST OF TN£ FIBERGLASS SKIN. GLUED TO THE WOOD DUCK AT TOP AND TO LHE RIGID PVC FOAM INSERT AT BOTTOM 4. GLAZING: 5/8' OVERALL THICKNESS INSULATED GLASS PANEL CONSISTING OF: IWO 1/8' TEMPERED LTTES AND OnE AIR SPACE 5. REINFORCINQ ONE (1 'U' SHAPED STEEL REINFORCING ANNEL CHMEASURING 1.591'a0.748'RD.Q79' THK. 4AES LOCATED AT EACH PANEL STILE. 8 -O" DOOR Ott Yl TABLE OF CONTENTS__ SHEET IfDESCRIPTION ■4RE Twp+ •i1IaAI- ARALA'YINI a hum G NERAL NO S ICAL ELEVATIONS 2 CROSS SEC 10t S -911CAL AND HORIONU 3 ANCHORING LAYOUT �' 1 •J.\I i 1 • - it r1 •a as �'ij) _ PANT LIST -_-- MIA 57-1/2' FRA12E YIIUIII TYPICAI FIEVATIOtf_jL_TL_IlL1DQ DESIGN PRESSURE RATING 7( ABLE jt)_ Wax NAi[A WFL1fUrXN ■4RE Twp+ •i1IaAI- ARALA'YINI a hum ,4IAAREUL`IT O NOr NEFp[Y POSETNE -F 60 P9F +00 PSF NEOAT" -60 PSF _ -60 P9F { � O 5-1/4' 7 15 \ Ln m y 3 -_Lr------ - -11 <1 MCAT . EL LYAI ION B' .- D20R DESIGN PRESSURE RATING A81 Ein= .lata tour wu�wlul •INx Tula+ wFAnullcer t� AEODI uca a rdTLFD JQ�.CM V tNlf lU�n.. VV POsm.-E w60 PSF +>0 - - COt15Ut TING NEcnnvE _ _io vcF_.__ 681-3831 am O? OB/00 suFE 3/ 4' 12' urn W: R.P.P I rJ►af � IL+JG y7-U5-- U� - J!-1/2' RULE w1um _ I wlorN-- r � r _ e' 8" \ - 10' Of LAX W F FIrYP.I _ 1 O / O / 7 0 OC uu C (M, ) 1 ttlL:tiSlfL l A'r it l7 00,0H A111NIN IA QW L4f1._fI -T IMIJ 4 TYLIfAI Arlr-i rrR+ I ) INTO 2NY 'WOW DUCAS Ut 'W(A)D 51M CIUIIC Id SUS. 1-1/2- YIN ELBt OYEM f.) NNW INE 'WOOD DUCKS AND 9110 LASu11Nf _ )/Itl' UTA TAPCc:NNS 'NRH 1- 1/4' Y21 EuOLDYC NI -- --- _--- ! - - ml aC/ LSI r�/ PART No. G e ___ CCn 3Ul IY1N0 1 + a9� Flat IF)! T%1L•iQL DOOR SrtuN a PANEL.8r0 SNC �' 1 •J.\I i 1 • - it r1 •a as �'ij) ^ TOP tL / b7 -u5 if IOw4y } IWiGE SIILE_ 'WrA Y_'YT 1L:'C4.'9'ZGiQIiI 4 O IL: cul I!11)r1tTI47 L�IICf:INrf O LOCA SNLLTIu r ''-�-s yrs- . i •t•:4 1Li� 1 �'i71'1.r�T�'TTiS Lj .p�"s'-'� Exr u ;cN_ - T"•� i .!iT�i 0 OC uu C (M, ) 1 ttlL:tiSlfL l A'r it l7 00,0H A111NIN IA QW L4f1._fI -T IMIJ 4 TYLIfAI Arlr-i rrR+ I ) INTO 2NY 'WOW DUCAS Ut 'W(A)D 51M CIUIIC Id SUS. 1-1/2- YIN ELBt OYEM f.) NNW INE 'WOOD DUCKS AND 9110 LASu11Nf _ )/Itl' UTA TAPCc:NNS 'NRH 1- 1/4' Y21 EuOLDYC NI -- --- _--- ! - - ml aC/ LSI r�/ PART No. G e ___ CCn 3Ul IY1N0 1 + a9� Flat IF)! T%1L•iQL DOOR SrtuN a PANEL.8r0 SNC �' 1 •J.\I i 1 • - it r1 •a as �'ij) ^ TOP tL / b7 -u5 if IOw4y } IWiGE SIILE_ 'WrA Y_'YT 1L:'C4.'9'ZGiQIiI 4 Wc-A-30 IW -CST-- IL: cul I!11)r1tTI47 L�IICf:INrf 4 LOCA SNLLTIu r ''-�-s yrs- . •-�� •t•:4 1Li� 1 �'i71'1.r�T�'TTiS Lj .p�"s'-'� Exr u ;cN_ - T"•� i .!iT�i `u. FII'1rI'taITI3TfITCn1 , •, ..(�TOTSy�tJYFl1t Irlfl«►• . l• I. _ ..sem T. y 3 r �I 6.441• I i dd L• _ I 1.x441' i - ' 1• I -- 1-1;6' _j•-,-„4' 1 6.905'-• J �� 1 r u:NauLUIo I, rliwlm U90 SA9I 5751! 1 I I 1 Ut7I 16F-611 g 'rY- X01 ov a yy •Tae IL . f ` '>• - - - - d I $7525 ( 4-9/16• . - uw a R.V.P. f n ii.. SC1a F(:11 Ona ew I 0.'!17 ( I r No. W)a -Lg 7 Q� 99-06 t IIEY aC/ LSI r�/ PART No. G e ___ CCn 3Ul IY1N0 1 ;FAIN A.4• -alp -� DOOR SrtuN a PANEL.8r0 SNC ryu. N f 5 ^ TOP tL t` I) I b7 -u5 if IOw4y } IIEY LESCHNrION PART No. G e ___ SHC 90 j�Ur j7f kGI AS' 1 DOOR SHIN G PAIEI G -d -� DOOR SrtuN a PANEL.8r0 SNC 7�-.83G-1I_ITx_-FI(1rNTULP.�$ TOP tL A.i01 --0_ A Nf�r if IOw4y } IWiGE SIILE_ 'WrA Wc-A-30 IW -CST-- 000 L�IICf:INrf 4 LOCA SNLLTIu 4T - SIM SSTTTy - Exr u ;cN_ - 5 LATCH LOCK XWIKSE 00 SEW S_ S- _ Off) 'TY1506 _ Io DOOR FRAME 1 iRAME- LAIMP R$TWP OUFSNING-uGTFi w65tS-- __ ALumvi EL LOr _ UUWUN�D 11 I101ESHUID (GUI5wIN0) obs 65 v tF.111EH51i 1P CN CE Lljj7-- 14 EOAN CO _ )LM ! 1 LINT p _ X _ 'N000 OLOCX Is JNICHOR a 8 t i StEEL IT T A7Ofi - IJ/16• - --- IJ/IG' - L r TI-.-- 2 5,16• _--__I T Y:di Nu. w1'A erl FANL flo. vns1J Ou1s,nNr.'�r,�111-n kE�NrND IJ/le' 7/16• -- 1 1/16' _� I"'••.__., _ r J/e• �l%� �. EdU,lt2 Ylr'A 20 PIRT 115,Q.1QL Y9. k�1 Nq. k�I !u PUIr Ly WCN)() tXALE PAT( Na Sr'FI OIC Mf Y. l� CON DUL rNIC 11 FIN) �1-}eJi 601 o6/a9 uN _ _nRPP. .m b9 -O2 N 4 w 4_ 1 _i 0 0 Gmn IZ O SHEET; F D 2 u