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HomeMy WebLinkAbout2224 Tulip Valley Pt 11-1551 (foundation/truss)MAY 2 0 2011 CITY OF SANFORD ILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �,,,��� C� Documented Construction Value: $ �'�q 0 Job Address:--` a--�1 ­TaikQ Historic District: Yes ❑ No ❑ Parcel ID• <?3 -A - -�3 1 � Zoning: Description of Work: Plan Phone: Contact Person: Property Owner Information Name Street: L ' `' City, State ZirroZ +c Phone: Resident of property? : a t1,C oro Contractor Information Name f �' Phone: 1 & .... — L� L C Fax' (.. Street: � � —t '� ��--� City, State Zi � ( C t ' Z f State License No.: 0, ii L-( ei Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: _ ArchitectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanicallig)uct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: 11 i 4m'-mn • I 4" 7] „ GONG. ^ u - I -3 1/2 SLAB. Ug'(k �( N . �l EXTEND — SLAB 1 1/2" D1 6,_2 ■ 16'-4" V-0" EL V. FIN. CONC. LAB r111 3m"x3o"x12" HIGHSTRENGTH CONCRETE PAD W/ 3 -*5 BARS E.W. ON CPAIR5 MIN. 13-2 3" COVER = n r 4 CONC. REINFORCED W/6 "X(o " W1.4 X W1.4 WWM ON 6 -MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE (RECRUIT II m SYSTEM) n ■ WC. LAV. ( ) I�� I I ``� m _ I 2x(o WALL 21-911 2 -9 r --I I, LIN 21k ■ ■ ■ --F I� �� I I _w o 4" 1 l coNG. � �- �S!_AB—cn � �- o� 12'-0" 21'-4" zII(��,I A/C UNIT SIMPSON UJ5 SECURE STRAP TO ROLL STRAP CONC. W/ (2 )- 3/16 "X2 " OR EQUAL TAP -CONS N SECURE STRAP TO CONC. SLAB UNIT W/ (2) *8x1 1/4 N -- SPT MTL SCREWS I A C CONNECTION I 0 PAD DETAIL i 4m'-mn • I 4" 7] „ GONG. ^ u - I -3 1/2 SLAB. Ug'(k �( N . �l EXTEND — SLAB 1 1/2" D1 6,_2 ■ 16'-4" V-0" EL V. FIN. CONC. LAB r111 3m"x3o"x12" HIGHSTRENGTH CONCRETE PAD W/ 3 -*5 BARS E.W. ON CPAIR5 MIN. 13-2 3" COVER = n r 4 CONC. REINFORCED W/6 "X(o " W1.4 X W1.4 WWM ON 6 -MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE (RECRUIT II m SYSTEM) n ■ WC. LAV. ( ) I�� I I ``� m _ I 2x(o WALL 21-911 2 -9 r --I I, LIN 21k ■ ■ ■ --F I� �� I I _w o 4" 1 l coNG. � �- �S!_AB—cn � �- o� 12'-0" 21'-4" zII(��,I 1� 1 4 22'- 10" N I � N -- � n 0 -O ELEV. I I IC I FIN. GONG. SLAB I L °� I ■ mz All w D aAWN. 1 0 1 o Q l o ■ 0 -5 1/2 ° ■ 2" STEEL m z PIPE I 5OLLARD U i "4O'1'- 411- 40'-0" -0" 141-011 F� 24"x24"xl2" GONG. I PAD W/ 3 -*5 BARS E.11J. ON CHAIRS MIN. I I 3" COVER IL I^ a� 4 � I `oa CONC. � I � L 5 _3 1/2" I tJ I EXTEND SLAB 11/2 OPT. COVERED PATIO m ( I D I cA 61 C—° 4n ■ — __j�LA5 -3 1/2n 4 I Ul J 2 E�TION " C" OFFICE NIDATIONPLAN ELYEVATION99 A & B , NOTE: AIC L INE5 f=ROt-t AIR � 4ANDLER KNIT TO CONDENSOR TO 5E RAN IN ATTIC. C H I T E C T S Des'gn Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es i gn grou p. co m AA #: 0003325 h 1� 1 4 N I � N '0 I I 141-011 F� 24"x24"xl2" GONG. I PAD W/ 3 -*5 BARS E.11J. ON CHAIRS MIN. I I 3" COVER IL I^ a� 4 � I `oa CONC. � I � L 5 _3 1/2" I tJ I EXTEND SLAB 11/2 OPT. COVERED PATIO m ( I D I cA 61 C—° 4n ■ — __j�LA5 -3 1/2n 4 I Ul J 2 E�TION " C" OFFICE NIDATIONPLAN ELYEVATION99 A & B , NOTE: AIC L INE5 f=ROt-t AIR � 4ANDLER KNIT TO CONDENSOR TO 5E RAN IN ATTIC. C H I T E C T S Des'gn Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es i gn grou p. co m AA #: 0003325 h 4 w a w o Q 0 z q U A � dl 0 64 SUBDIV. & IAT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: FOUNDATIO PLAN LRCHITECT: SOF FLORIDA Yt�gk 1 JA C NTWELL NO 12079 P Et 03Et 'IDATE: 05 20/11 SCAL.E: 1/4"=V-0" SHEET I OFl 9 3 it. 411 4'1 .401-011 S'-0" 13'-4" 14'-l0° 12'-2" --L-7 PATIO @ 4._4.. _8 13'-0" 3 -4 11 � 25 -SH EGRE25 SS EGRESS (0080 S.G.D. H8. EGRESS rk IF • ------ • OWNERS BDRM. 3 SUITE FAMILY, 8'-8" CLG a'-8" CLG. 4X4 ROOM @ POST 8'-8" CLG- 11-011 1 io �'-4" 3'-8" 3' 0 0 3' 211 8'-0" r -0 5.F. =d- IR -15H `v BATH #2 '� – I I o AV. 2 ELEG.OUTLET PER ELEC. CODE @ I 0 WG. P ,0 I-- 2'-10" 31-2111 _21 TPATE @ 42" HIGH CLG m m = WALL / 0I Lu 2-0 R-1SH �G �Q o = -crill IN INl�.F. -8" 4'-0" I KITCHENIO BDRM. 2 " 8'-5" CLCD. cn AR E m ►:� I @ @ N X vm �� I I 3:d HOW R cv - ---- RACE. 0-011 2'-4" 3'-4" O T I I (Lu - I I 4'-ro" g -0 N t o1 4-0 L -4J s3. IR-ISHLAUN- l 3t3� Ilr I — — – _ LIVING ROOM I I� SLC I o I — — _ N = DINING ROOM/ 1R-15H _ 13I OPT. BE DRROOM 1 #4 _ BRKFST „ I T M.T. ,� I I 8' WH. O -8" GLC. 4 0- 8.. 8 -8 GLC. ti I (L 1H5 -SH G L – -- J I M.T. BDRM. 4 GLC. ENTRY 8'-8" GLCz. r 22"x54" — 2 STEEL - I I ATTIC I PIPE L -AG– ---GESS j BOLLARD 25 -SH – I — ELEV. — "All 35 -SH 35-5H I ELEV. 15OGII EGRESS GARAGE 31- loll c0 12'-0° cp OPT. TBE DRo00 M #4 ? EXTERIOR MASONRY WALL BR-: HEIGHTS SQ. FT. CALC.'S LIVING ENTRY ELEV. "A" ENTRY ELEV. '1 GARAGE 1542 4 "B" 14 42 392 5Q. FT. 5Q FT SQ. FT. SQ. FT. TOTAL ELEV. "A" TOTAL ELEV. "C" 4 "B" IS48 1976 SQ. FT. SQ. FT. PATIO OPT. COV. PATIO 40 168 SQ. FT. SQ. FT. 14'-0" '�,,- 6x6 P.T. I POST I OPz I COVEF PATI 14'-0"X12 (21 all -. -- — ............. BRKFST 8'-8" CLG.O @ " ENTRY m 6-5" CLC. ELEVT�ON "C" 4 t!Q s ----------- F L ul – – OR PLAN ----------------- --- ---- 16'-0"Xi'-01O.H.D. 11-511 41-411 7 41-511 /1/ 41 -all 1'-4" NOTES: 12'-m" ci'-4" II -4'I I0-011 -DENZE ARMOR AT 5ATHROOMS. 211-411 PREFA5 SHOWERS/TU58 TO 5E SET IN TYPE 2 FOAM. 4m'-0" A R C H IT E C TS Design Group,n�. L441 N. RONALD REAGAJBLVD, LONGWOOD, FL 327 PH: 407-774-6078 FAX: 407-774-407 www. a b d es i g n gro u p. c AA #: 0003325 41 h w w 0 v W o � U 0 q o A � Ln S UBDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PACE: FLOOR PLAN ARCHITECT - STATE OF FLORIDA DATE: 05/20/11 SCALE: 1/4"=1'-0" SHEET 2 OFl HEADER SPAN CHART MIINIMUM CTTTTI VV ALL AND HEADER RFn-TTTR.EMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O" TO SINGLE STORY APPLICATION 4'-11 1/2" 1'-11 1/2" AND UP SIZE O CLEAR SPAN D5L 2 DBL 2 DSL 2 DBL 2 x ( x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" -l'-O" TO 10"-0" 10'-0" AND OVER TWO STORY AF L I CATION DOWN STAIRS SIZE NUMBER OF FULL LENGTH STUDS CLEAR SPAN DSL 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 W-0" 5'-0" AND OVER MIINIMUM CTTTTI VV ALL AND HEADER RFn-TTTR.EMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O" TO S'-0 " U.N.O. 4'-11 1/2" 1'-11 1/2" AND UP NUMBER OF HEADER STUDS O HUS26 OC SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 3 AT EACH END OF HEADER �H HPU646 FRAMING NOTES: UFACTURED SY S I1" 1P50N STfi�ONG - T I � OR EQUAL, U.N.O. 1. HURRICANE 5TRAP5 TO 5E MAN 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO M1A50NRY/CONCRETE SHALL 5E 1'''IETA-16 * FLOOR JOIST TO MA5ONRY/CONGRETE SHALL 5E HETA-16 AT EACH END AND 321, ON CENTER ON JOISTS PARALLEL TO LJALL. * TRU55 TO WOOD FRAMING SHALL 5E MT5-12 3.TRU5S TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REa- ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT ,LOCKING SECURED W/3-100 GUN NAILS OR 3-12x1 HAND DRIVES EA. END. CUT PITCH 4 5EYEL TO FIT TIGHT TO TRU65 AS PER APA REaUjREMF-NTS- TRUSS v I� FRAMING R� 2X12 BM TO 2X12 BM TO777 2X1 BM FOX(o POST C2) MSTAO24 —_— -- PGE(2) MSTA-24 POST TO SLAB I I POST TO SLABASU-66 I = — = f I ABU -(oro i I I HUC210-3 HUC210-3 OPT. COVERED PATIO BRACING LEGEND EXTERIOR GABLE TO 5E ® BRACED W/2X4 BLOCKING 4'-0" O.G. (IST 2 BAYS) 4 2X4 SYP #2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X& SYP *2 BEVEL GUT TO TRUSS TOP CHORD LU/10d x 3" NAILS m 6" O.G. STAGGERED NOT TRUSSES MARKED W/AN "* " REQUIRE WE5 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE B REQUIRED FASTENERS. SOUTHERN TRUSS COMPANY 05/10/11 P— A R C H I T E C TS DesirgnGroup Gl N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti Cglmpson) or Cusp) O HUs2� w O HUS26 OC HGUS26-2 O THDH26-2 © PGUS28-2 �D THDH28-2 �H HPU646 �H THD4F SUR/L26-2 O 5<1426R/L-2 BRACING LEGEND EXTERIOR GABLE TO 5E ® BRACED W/2X4 BLOCKING 4'-0" O.G. (IST 2 BAYS) 4 2X4 SYP #2 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X& SYP *2 BEVEL GUT TO TRUSS TOP CHORD LU/10d x 3" NAILS m 6" O.G. STAGGERED NOT TRUSSES MARKED W/AN "* " REQUIRE WE5 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE B REQUIRED FASTENERS. SOUTHERN TRUSS COMPANY 05/10/11 P— A R C H I T E C TS DesirgnGroup Gl N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w n o� a � f A 0 h (P q�n 8 SUBDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: 1543" GARAGE 8�1TIN©': RIGHT PAGE: FRAMING PLAN ELEVATION ARCHITECT: STATE OF FLORIDA PRINT DATE: 05/20/11 SCALE: 1/41)=11-009 1 SHEET 5 A oFl 9 m