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2245 Tulip Valley Pt 12-1410 (irrig system)Wolf Irrigation And Land 4079578047 CITY OF SANFORD BUILDING :& FIRE PREVENTION PERMIT APPLICATION 11 � Application No: Q-- /Yja Documented Construction Value: $'11aod Job Address: T'J -Ti h aAc.,\�p,j_pl . -O .F1.._ Historic District: Yes ❑ No Parcel ID:.> >1X1.-11 1�Tu Zoning: Description of Work' Plan Review Contact Person: "scA •r C . �6 i� Title; Phone: `h6'1- 957 -` (1;19 Fax: 4y -t - 9 s -i - Ti�Tl E-mail: ' r��cuQol� k; c , A� Property Owner Information Name �R f ry Phone: o�"l - lac> ­S"_:s 'i Street: � x-,11 i 6- L � '1 .5, , Abp Resident of property? : _ a o City, State Zip: bi• \CI>o o , L Sae z Contractor Information Name Ae, Ts n,cs A�. LIX X%eQ 1�� Phone; Street: ?5' -lhr, r Fax: City, State Zip: Sk_kcj� ''�i, _ State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit Square Footage: No. of .Dwelling Units; Electrical 0 PERMIT INFORMATION Construction Type Flood Zone: New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: 4u Fite Sprinkler/,Alarm ❑ No. of heads: P.08 40' -0" '-oil /o'-111 211 I Lu� I � D1 Ft- -3 1/2" Ow IY*4-1 1 1 4" 13 D1 I N� I I D1GONG. L ----� BLAS —L — rn EXTEND SLAB 1 1/2" 0'-0" ELEV. FIN. COl'VC. SLAB ILd�' I--J-�.�w �Ir'0A ■I Jlo LJJ I� liz L 0� I o fi D1 � D1 T (LW II 22'-011 �13 I D1 D1 L -- -J P D. N SINK " 3'-S°S11naD1 I OO I I IWC i1N i -51/211 1 GOND - �- ■ I 2" STEEL PIPE BOLLARD 0 o 8,a r � D1 ■ I 30"X30 "X12 " CONC. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER 36 "X36 "X16" CONC. PAD W/4 -*5 BARS E.W. ON CHAIRS m ■ MIN. 3" COVER ■ r HB I 8A ii � DI -i 1/2 ■ ■ ■ ■ 3'-0" 1(0'-0" I 3'-011 22'-0" 401-011 pl NB =1= 4" CONIC., RE INF. W/ 6 "x(o " *10 WWM ON ro-MIL POLY ETHYLENE VAPOR I BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATEMENT I ■ SHALL BE BORA-CARE 0 13 8 D1 I 24'-511 24"X24"X12" CONC. PAD W/3 -*5 BARS E.W. ON CHAIRS I MIN. 3" COVER II 2B 25 I ■ I D1 D1 LL —�- 13 � EXTEND SLAB 11/2 1/W d) L-411 4 CONC. �� SLAB o NOTE: AIC L INE5 FIROt" I AIR HANDLER UNIT TO COND EN5OfR TO 5E RAN IN ATTIC. 18'-8" � ■ 0'-0" ELEV. FIN. GONG. SLAB ■ 24"44"xV CONC. FTC -s. W/3 05 RE5AR EA. WAY ON CHAIRS MIN. 3" COVER ■ 24"X24"X12" CONC, PAD W/3 -*5 BARS E.W. CON CHAIR) MIN. 3" _COVER _ (.131-511 14'-011 411 Ui �CONC.-) c4 SLAB uL D1 -3 1/2" Ow DI 11'-4" 6'-2" v 1(o' -6"I EXTEND SLAB 11/211 (DCAOVERED PATIO I 13 p, I ■ ■■ LI- 4 11 36 "X36 "X16" CONIC. fug\4 GONG. D1 PAD W/4 -*5 BARS _I� — DI SLAB E.W. ON CHAIRS cr) — � MIN. 3" COVERr-F I ■ I I m �a �0— ■ 24"x24"x12" CONC. ( 1 - 0 II 12 1 -0 II r -TG. W/3 05 O MBAR EA. WAY lei -Oil ON CHAIRS MIN. 3"' COVER l2 TYPJ ELEVATION 99B99 & 99C99 A R C H I T E C T S DesoinGroun�. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774407www.abdesigngroup AA #: 0003325 1 SUHDIV. & LAT: TUSCA ]PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA r_' Mmi-,TloaKfMol PRINT/ ` DATE: 04/10/12 SCALE: 1/4"'=1"— 0'" SHEET 0F'(� W w a � © w a x q p O �w f— OU <[ Q d) z ? W U - 8 N C%. 1 SUHDIV. & LAT: TUSCA ]PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA r_' Mmi-,TloaKfMol PRINT/ ` DATE: 04/10/12 SCALE: 1/4"'=1"— 0'" SHEET 0F'(� r m SQ.]F'T. CALC.'S LIVING (IST.) LIVING (2ND.) 1048 1450 SQ. FT. SQ. FT. ttj TOTAL LIVING GARAGE PATIO ENTRY ELEV. "A" ENTRY ELEV. "B" d "C" 2458 446 112 26 12 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. a Bl -a" TOTAL ELEV. "A" TOTAL ELEV. "B" 4 "C' 3005 3128 SQ. FT. SQ FT 401-011 12'- 10 121-011 25 -SH FAMILY N ROOM 6 -all CLG. (CARPET) � f 10'-0" N ll PANTRY `;' I 11 C V-411 ILELG - t PWDR. S" 31-0 S a'- 5CLG. rxl �r �- I I I a(TILE) G — (L L1 I WC. — 5 SN I n! �L — ..1-- J WH. GOND. 0'--2" STEEL PIPE BOLLARD 2 -CAR GAR. 5'-4" CLG. STM. OF HDR Is 11-811 -811 11;1011.� I. I PATIO w ttj FOYER a Bl -a" 23 -SH (006a S.G.D. 1� U1 w W �- F--� I I D � 1 p oU cf7 z w w W LL �' A w m IJJ iiI I DINING Film a' -a° cLG. O KITCHEN o @ �:t z �,x6��x42 �� (CARPET) Q s' -s" cLG. (TILE) — I LOW w I DW. ( WALL W/ 14" TOP STAIR DATA I II 16 RISERS Is 1.5" 15 TREADS �► 10" IREF�j, —TI C— --- Y j - 7N.1 11 0 = LA . SVU J Lcn 25 -SH FAMILY N ROOM 6 -all CLG. (CARPET) � f 10'-0" N ll PANTRY `;' I 11 C V-411 ILELG - t PWDR. S" 31-0 S a'- 5CLG. rxl �r �- I I I a(TILE) G — (L L1 I WC. — 5 SN I n! �L — ..1-- J WH. GOND. 0'--2" STEEL PIPE BOLLARD 2 -CAR GAR. 5'-4" CLG. STM. OF HDR Is 11-811 -811 11;1011.� I. I r- \-42" r \-42" HIGH N WALL m LIVING (CARPET) q 36-5H TEMP. 8' _ 6 1 - 16'-m" X 1'-0" O.N. I I Hm ------------------- -i -® 7 3'-0" 16'-0" 3'-0" 5'-6" 11'-�0" 22'-0" FORST FLOOR PLAN NOTE: - DENS ARMOUR AT BATHROOMS. - PREI=AB SHOWERS/TUBS t0 BE SET IN TYPE 2 FOAM. X13'-5" 14'-0" 12' 1 - - - — — — — — — — I — — — — — — I 6x6 COVERED 6x6 I POST PATIO POST 8'-8" CLG. EXTERIOR MASONRY WALL BRG. HEIGHTS a' -a" BRG. LOAD BRG. WALL COVERED PATIO t IW & w MT I U II 8.. TEMP. 0 - ENTRY S_8 GLG. 1 1 m 11-011 10'-�oil 1'-0" 18'-0" J -�� E LET ® TI O � T "B" & 99 C 99 A R C H I T E C T S D es'2Grou I. L441 N. RONALD REAGAN B LVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078mwww.abdesigngroup.co AA #: 0003325 h w ttj FOYER a Bl -a" o 1� U1 w W �- p N I I D � q p oU cf7 z w w W LL �' w m IJJ iiI r. h• Film r- \-42" r \-42" HIGH N WALL m LIVING (CARPET) q 36-5H TEMP. 8' _ 6 1 - 16'-m" X 1'-0" O.N. I I Hm ------------------- -i -® 7 3'-0" 16'-0" 3'-0" 5'-6" 11'-�0" 22'-0" FORST FLOOR PLAN NOTE: - DENS ARMOUR AT BATHROOMS. - PREI=AB SHOWERS/TUBS t0 BE SET IN TYPE 2 FOAM. X13'-5" 14'-0" 12' 1 - - - — — — — — — — I — — — — — — I 6x6 COVERED 6x6 I POST PATIO POST 8'-8" CLG. EXTERIOR MASONRY WALL BRG. HEIGHTS a' -a" BRG. LOAD BRG. WALL COVERED PATIO t IW & w MT I U II 8.. TEMP. 0 - ENTRY S_8 GLG. 1 1 m 11-011 10'-�oil 1'-0" 18'-0" J -�� E LET ® TI O � T "B" & 99 C 99 A R C H I T E C T S D es'2Grou I. L441 N. RONALD REAGAN B LVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078mwww.abdesigngroup.co AA #: 0003325 h w ttj a o `Q U1 w W �- p N D � q p oU cf7 z w w W LL �' w m IJJ iiI r. h• N itl SUBDIV. 8c LAT: TUSCA ]PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN mm0000 ARCHITECT: STATE OF FLORIDA DATE: 04/10/12 SCALE: 1/4"=1'-0" SHEET 2 O3r2 2)1 6" STUCCO BAN 1x6 FASCIA IS' -0" 2ND. BOARD W/ FLR. BRG. T. SOFFIT 11_0 a' -a" BRG. HGT. BOX OUT FRAME WIRELATH AND 16 "x6 0" STUCCO APPLIED HURRICANE SHUTTER N I STRAP. SEE CT rP) FRAMING PLAN STUCCO ON FOAM BAND 10'-0" 2ND. STUCCO ON FIN. FLR — `� TAPERED FOAM S'-5" BRG_ HT. cel (1) S REBAR -; CONTINUOUS FROM FOOTING - 5" CMU =(S 1, 111 b STUCCO ON FOAM BAND 12" CMU 0 cRl -' cYl N N 0'-0" FIN. FLR- CONCRETE LRCONCRETE 0'-0" FIN. FLR. SLAB AT NT `r 24"X24" / CONCRETE PAD W/ ( 3) 05 PARS `�--- ---'� E.W. (ON CHAIRS) e COL MIN. 3" COVER A SCALE: I/2" = I'-0" C ®LU N SECTION SCALE. i/2"=1'-0" (DCOV. PORCH IS' -0" 2ND. FLR. BRG - HT. 10'-0" 2ND. FIN. FLR- V-8" BRCS HT. 0'-0" FIN. FLR. 0 Lim �r 8:12 PITCH I � --RAISED STUCCO BAND I ILA-] C II �u7O 12 5X� lolikillif ON TEXTURED FINISH ELEVATION OFF -RIDGE VENT OFF -RIDGE VENT 5:12 PITCH 25'-3 1/2" BLDG. HT. IS' -0" 2ND. FLR. BRG. HT. 6" RAISED BAND (Tl'P-) i0'-0" 2ND. FIN. FLR ,j, 8'-5" BRG. HT.. 0'-0" FIN. FLR- 15'-0" 2ND. FLR. BRG. HT. 1'—/jyll 10'-0" 2ND. — — — V-5" BRG. HT. I OL I 0'-0" FIN. FLR_ REAR ELEVATION TEXTURED FINISH A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i i r I, J ELEVATION OFF -RIDGE VENT OFF -RIDGE VENT 5:12 PITCH 25'-3 1/2" BLDG. HT. IS' -0" 2ND. FLR. BRG. HT. 6" RAISED BAND (Tl'P-) i0'-0" 2ND. FIN. FLR ,j, 8'-5" BRG. HT.. 0'-0" FIN. FLR- 15'-0" 2ND. FLR. BRG. HT. 1'—/jyll 10'-0" 2ND. — — — V-5" BRG. HT. I OL I 0'-0" FIN. FLR_ REAR ELEVATION TEXTURED FINISH A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION )) B» ARCHITECT: STATE OF FLORIDA Pr: LL DATA: 04/10 12 SCALE: 1/4"=1'-0" SHEET 4LO3r23 J N `tn a W q ► 4 Q -A p(K U W N Q 1-- 0 l'� p/ W 9 w lu d d tu z Q ( ` w d Q p - 75 U LL m h. Q h. ti Lei SLTBDIV. & LOT: TUSCA PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION )) B» ARCHITECT: STATE OF FLORIDA Pr: LL DATA: 04/10 12 SCALE: 1/4"=1'-0" SHEET 4LO3r23 15'-0" 2ND. FLR. RRC. Ht. 10'-0" 2NO� FIN. FLR. V-8" RRCs. HT. 0'-0" FIN. FLR. ,EFT ELEVATIONTEXTURED FIN15H RIGHT ELEVATION l COV. POff2CH OL 18'-0" 2ND. FLR. RRCs. HT. 10'-0" 2ND. FIN. FLR- 8'-&" LR_8'-8" RRCs. HT. 0'-0" FIN. FLR. A R C H I T E C T S -) GDesign roup -inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 TUSCA PLACI NORTH LOT #12 PROJECT# 02108.008 MODEL: „2498„ GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B" ARCHITECT: STATE OF FLORIDA DATE: 04/10/12 SCALE: 1/4"=1'-0" SHEET 5 13 OP'2j co) tu 1i O ZQ O < z Ua Z N 7 Z Ll cw Q N h TUSCA PLACI NORTH LOT #12 PROJECT# 02108.008 MODEL: „2498„ GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION B" ARCHITECT: STATE OF FLORIDA DATE: 04/10/12 SCALE: 1/4"=1'-0" SHEET 5 13 OP'2j HEADER SPAN CHART (Simpson) or (Usp) CONNECTOR SCHEDULE SINGLE SIMPSON THDH26-2 ® HGU528-2 DES. UPLIFT GRAVITY FASTNER }- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY w Z (2) META -16 1985 (10) 106x 1 1/2 I -PLY 0 1900 (14) 16d 2 -PLY Q HETA-I6 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY 1 1 HETA-20 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY (2) HETA-20 2055 (I0) 10d x 1 1/2 I -PLY 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD W p AL O AGT-2 + I®980 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMIBI=D), (1(p) I0d TO WOOD (Q u - 0 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD LTAI 1420 (12) I0d x 1-1/2' Nr.. VGT 4940 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I(p) SDS 1/4' X 3' TO WOOD (2) VGT (2-FLY/3-PLY) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4" X 3" TO WOOD MTS -12 1000 (14) I0d x 1 1/2 H75-16 1150 (16) l0d x 1 1/2 HTS -20 1450 (24) I0d x 1 1/2 LSTA-12 ++ 925 (I0) 10d LSTA-18 ++ 1235 (14) I0d (A MSTA-18 ++ 131155 (14) I0d O- MSTA-24 ++ 1640 (18) I0d Q M MSTA-30 2050 (22) 10d (A M6TA-36 ++ 2050 (26) I0d M5TI-36 3800 (36) IOd x 1 1/2 MSTI-46 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 11/2' t0 STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' 1-1I0 995 (ffi) ad x 1-1/2 A15U 44 2200 6665 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (12) lbd TO WOOD (A ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC, (12)16d TO WOOD OLtt19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)IOd TO WOOD LTT208 +++ 1625 (U 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (2))j. BOLT t0 WOOD () 3610 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD Zed HTT4 4235 4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 166 x 2 1/2' t0 WOOD (U 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) I0d x 1 1/2' TO WOOD Ht5 4610 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) I0d t0 WOOD 90 /8A.T.R.G FOXY, D. CONC. 6) I&d x O WOOD HHDQII-SDS 25+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN_ 10' EMBED.) IN CONIC, (24)SDS a' x 2y2,, WOOD SCREWS HD1 6480 (U 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (3) ' STUD BOLTS TO WOOD MBHA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.I. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM11 FACE, (18A0d TO BEAM V) (X LU MBHA 550/11.25 3415 5330 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMIBEDMENT) IN C.M11. TOP, () 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.19' EMBEDMENT) IN C.U. FACE, (18A0d TO SEAM (7 Z Q 14UC?10-3 (WOOD 1810 4WO (FLOOR) 10-1/4'x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) 2 HUC410 (CMU) 1810 5085 18-I/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1810 14000 15-1/4'x 2-3/4" TITEN t0 CMU ( 10) l0d t0 WOOD HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH I0d x 1 1/2' NAILS IN CONJUNCTION WITH A 2396 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. VI LLJ +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDEIEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MA KING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A8TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER OF RECORD PRIOR 70 USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS G-2011 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE ♦ MASONRY CATALOG C -SAS -2009. HEADER SPAN CHART BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED UJ/2X4 BLOCKING a 4'-0" O.C. 4 2X4 SYP 02 X -BRACING. REFER TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W1106 x 3" NAILS 6' O.C. STAGGERED NOTE: TRUSSES MARKED W/AN " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. TO i5E: USED (Simpson) or (Usp) ® HUS26 SINGLE STORY APPL I CATION THDH26-2 ® HGU528-2 ® THDH28-2 SIZE ©THD46 CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" E7'-4" TO 1'-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE NUMBER OF FULL LENGTH STUDS CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED UJ/2X4 BLOCKING a 4'-0" O.C. 4 2X4 SYP 02 X -BRACING. REFER TO TYPIC DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD W1106 x 3" NAILS 6' O.C. STAGGERED NOTE: TRUSSES MARKED W/AN " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. TO i5E: USED (Simpson) or (Usp) ® HUS26 ®HUS26 © HGUS26-2 - THDH26-2 ® HGU528-2 ® THDH28-2 © HHUS4� ©THD46 SUR/L2h-2 © 5KH26R/L-2 DENOTE TRu55 WE5 5RACE REauIFe). DENOTE RAT RUN s 10' 0/C MAX. ==::: =DENOTE 2X6 5TRONCs6ACK s 10' 0/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 81-0" U.N.O. 4'-11 1/2" 1'-11 1/2° AND UP NUMBER OF HEADER STUDS L/' W SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 1 3 2 x 12 (02 SYP) Aro" OS -5 NAIL (3) 12d G 6"-8" O.G. TYP. 2x12 BM. HDR. 44NG R 5C�4EDUL. I— - SIMPSON HIU52 Cil NEEDED) / \ - SIMPSON THA422 (2 NEEDED) FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED SY 5IMP50N STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRU55 TO MASONRY/CONCRETE SHALL 5E META -I6 I * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. s TRUSS TO WOOD FRAMING SHALL 8E MT5-12 3.TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL SE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAUJINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. S.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT eLOCKING SECURED UJ/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA. END_ CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. HUC410 W/ 18-1/4"X2 3/4" TAPCONS (9 PER FLANGE) HUC410 W/ 18-1/41lX2 3/4" TAPCONS (9 PER FLANGE) SECURE SM TO BLK W/(2) HETA-16, BLK COL. TO -i'-8" FIIRST FLOOR FRAMING PLAN 2X12 5M TO 6X6 2Xro 1 LEDGER –r,- – — — — �` POST I� FASTENED TO EA I IF l2) MSTA-24 HUC410 W/ POST TO SLAB X 4 TRUSS W/Y4 DIA. I I I I 18-1/4"X2 3/4" ABU -66 X 4" LAG SCREWS LSTA 12 +� _ d IPER FLANGE) O.G. a I/ �I®Im F � SECURE BM �HUC410 U/ TO BLK W/(2 ) 18-1/4"X2 3/4" HETA-16, BLK TAPCONS (9 COL. TO -I'-8" PER FLANGE) ELEVATION 99B" & 2X6 LEDGER FASTENED TO EA FLR TRUSS W/Y4"DIA. X 411 LAG SCREWS u COVERED PATIO SOUTHERN TRUSS 03/23/12 A R C H I T E C TS ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i W r2q� L/' W a = O w 44Q � 0. a q W p AL O () •� d) W W uj (Q u - 0 <~ 61 Nr.. n; N lei StMDIV. & LOT: TUSCA ]PLACE NORTH LOT X12 PROJECT# 02108.008 MODEL: 1)2408" GARAGE STfMGI': LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION " A, B & Cl)) ARCHITECT: STATE OF FLORIDA �Z DATE: 04/10/12 SCALE: 1/4"=1'-0" SHEET 6 OF2 31 t P 4ERMIT #