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429 S Scott Ave 18-1506; SHEDCI*TY OF�ZAINFGM. FIRE DEPAI`441EPIT _ _.__Bid1ling & Fire Prevention Division PEAMI T APPLICA TION Application No:- Documented Construction Value: $ 1800.00 Job Address: 429 S. Scott Ave. Sanford, FI_ 32771 Historic District: Yvs1:1No9 Parcel ID: 30-19-31-524-0000-0360 ResidentialR] Commerciale Type of Work: New❑✓ Addition❑ Alteration Repair Demo ❑ Change of Use❑ Move 0 Description of Work: Wood frame shed %Q z J Plan Review Contact Person: Ben Cork Phone: 407-221-1343 Fax: N- Name Ben Cork Street: 429 S. Scott Ave. Title: Owner Email: bcork@corksboard.com Property Owner Information City, State Zip: Sanford, FL 32771 Name NA Street: City, State Zip: Name: T.S. Chehal P.E. Street. 531 S. SR. 434 Phone: 407-221-1343 Resident of property? : Contractor Information Phone: Fax: State License No.: Architect/Engineer Information City, St, Zip: Altamonte Springs, FL 32714 Bonding Company: NA Address: Yes Phone: 407-521-5557 Fax: E-mail: Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER'L'Y, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY '.Y BEFORE RECOM)ING YOUR NO'T'ICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has connuenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code ,go A'/S Revised: January 1, 2018 Permit Application A Revision ❑ ` MA, � `� AT1 Response to Comments s Permit # �[i� / 5DG Submittal Date Proiect Address: G�Z 7 r CU Contact: Co Ph: L� Fax: Email: U C:_ -4<4(-l 'C!>�`I� 1� I coko Trades encompassed in revision: Building ❑ PluIIlbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Sl2Sl�o�I' General description of revision: GO 1'n) 1 e� l�U`G ROUTING INFORMATION Approvals ❑ Building Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Sl2Sl�o�I' General description of revision: GO 1'n) 1 e� l�U`G ROUTING INFORMATION Approvals ❑ Building Q c APPLICABLE BUILDING CODES: S.F.R. BUILDING DATA TCOOL SHED 2017 Florida Building Code - Residential, Sixth Edition BUILDING TYPE S.F.R. V B UNSPRINKLED OCCUPANCY CLASSIFICATION RESIDENTIAL GROUP R-3 NO. OF STORIES 1 BUILDING HEIGHT 161-011 _ BUILDING AREA TOOL SHED 160 S.F. 1❑ SHINGLE ROOFING CEDAR SHAKE SIDING PER MANUF. SPECS, SIDING OVER HOUSE WRAP OVER 6" OSB TYP. (REFER TO OWNER) 3 RIDGE VENT12 e ELEVATION SCALE 1/4" =1'-0" I1J..1 l1, H, H CCI�� �H�I.L�n SCALE 1/4" =1'-0" 0 00 ELEVATION n SCALE 1/4" =1'-0" NOTE - RAFTERS TO FRAME USE: \b� UNL.E55 NOTEP OTHE:RWI5F= DRAWING INDEX SHEET NO. SHEAT TITLE _ _ A-1.0 INDEX, FLOOR PLAN, FOUNDATION PLAN, ELEVATIONS & ROOF FRAMING PLAN_ S-1.0 STRUCTURAL NOTES, SPECIFICATION & ELECTRICAL S-2.0 STRUCTURAL DETAILS & SECTIONS S-2.1 STRUCTURAL DETAILS & SECTIONS HLIt,izIC,4NE C LIF SCHEIDULE FRODUCT CODE DESCRIPTION FASTENERS UPLIFT LATERAL LOADS Fl F2 FLOOR ROOF 51MF50N HETAI6 TRIJ53 ANCHOR 10-IOdXI 1/2' 1,810 340 125 kk 51MP50H 11TE',I2 TWI5T STRAP I4 -10d 14-10dX1 I/2' 860 340 -125 Lu SIMF50'N MCT TRU55 ANCHOR— CNLI TIE BEAN TR'U55 3,'-365 L CS ' 5/3' DIA, A.B. 22-10d (� 51MP50N HGT-2 TRUSS ANCHOR CMLI TIE BEAM TRUSS 10,930 TOOL1514W a L 3/4' DIA. A.B. 3-1001 SIMPS�N HGT-3 TRUSS ANCHOR CMU TIE BEAN TRUSS 8,035 - 3/4' DIA. A.E. 8-I0d (6� SIMPSON NTT23B TRUSS ANCHOR CNU TIE BEA1-1 TRU55 4,455 2 Q ujuj 3/4' DIA. A.B. 24-16d (� SIMPSON MSTA36 STRAP HE 26-10d 2135 (2JSINPSON NZTA36 STRAP TIES 26-10d X 2 42'10 II SIMPSON 1-15731 S'TRAP'TIES 42.16cl 3315 ' +28.3 P.S.F. ' oU,o i?) 51MP50N MST60 TWI5TED STRAP 56-16d 5300 13 51NP5GN LU523 TRU55 HANGER HEADER H JOIST 935 890 1115 6-10d 4-Iod �- �J SIMPSON HU526 TRUSS HANGER - HEADER JOIST 2000 i t 4u(1 x. 2530 2145 22-16d 3-16d SIMP5ON SPI CLIP STUD PLATE 585 6-10d 4-10d 6 SIMPSON 5P2 CLIP STUD PLATE 065 e--_ 6-10d 6-10d 11) SIMPSON SP4 CLIP6 STUD PLATE -- 88$ -10dX I I/2 Ca SIMPSON R51' 3 _ CLIP STUD PLATE 315 4-SdX 1 1/2 4-BdX 1 1/2 ��SIMPSON L5TA12 STRAP TIES 10-10d 565 905 SIMP50'h1 HT516. TWISTED STRAP 16-1001 1260 2� 51MP50N HT520 TWISTED STRAP 20-101A 1450 22 5IMF50N L5TA30 TWISTED STRAP 22-10d 1255 1115 23 SIMPS HTT5 CONNECTOR/ ANCHOR 5/3'X3' EXP, BOLT 26-I6dX 2 I/2 X0_0 4j 51MFSON NBHA5.50/11.25 • HANCvER3115 ANCHOR NAILS ,6050 2-3/4' A.B. 13-10d 25 51NP5C1 HD08-5D53 HOLDDo01 ANCHOR NO. Of 9D5 OCFEU* 8325 20-I/<t'X3' PIA. WD. SCREWS - 26 51NF501N HTT4 HOLDDOWN ANCHOR NAILS 4235 6050 5/3'X6'A.B. 18-16dX2 I/2 21 SINP5011 NaTC66 STRAP TIES 68-16d 5660 A-1.0 0 1� SHINGLE ROOFING CEDAR SHAKE SIDING PER MANUF. SPECS. SIDING OVER HOUSE WRAP OVER 16" OSB TYP. (REFER TO OWNER) 1- S-2.0 RIDGE VENT 4" THK. CONC. SLAB W.I FIBERMESH OR W/ 6X6 10/10 OVER EMIL. VISA. ON COMPACTED & TERMITE TREATED FILL C? ALL CONC. TO BE 2,500 P.S.I. MIN. NOTE: 6X6 10/10 MUST 13E SUPPORTED @ T-0" O/C MAX. E/W . ...... . . . ELEVATION SCALE 11'1" =1'-0" 10'-0" FOUNDATION PLAN SCALE 1/4" =1'-0" 1� S-2.0 C[7 c r ROOF FRAMING PLAN SCALE 1/4" = 1'4" e 2"X6" RAFTERS @ 24" O/C APPLY MTS 12 RAFTER TO BEAM ADD 2"A" COLLAR TIE AT 24" O.C. NAIL W/ 3-1 OD NAILS EACH END. REFER TO TO DET, 1/S-2.1 RECORD COPY 1 S 2.0 Z LL Li 'LL f/u: JI �r11 I L EL. U-0" kk - Q.fl: tD N., <� w Lu (30u RE=VIEWED FOR 0 L CS ', �PLAW E -2.0 TOOL1514W a L 8'-0" CLG. HGT. ' 2'4" G' 0" 2141 FOUNDATION PLAN SCALE 1/4" =1'-0" 1� S-2.0 C[7 c r ROOF FRAMING PLAN SCALE 1/4" = 1'4" e 2"X6" RAFTERS @ 24" O/C APPLY MTS 12 RAFTER TO BEAM ADD 2"A" COLLAR TIE AT 24" O.C. NAIL W/ 3-1 OD NAILS EACH END. REFER TO TO DET, 1/S-2.1 RECORD COPY )DE COMPLIANCE ;AMINER js_____ TE � �o�� SANFORD BULLDINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LIG ENSE TO PROCEED WITH THE WORK AND NOT AS A UTHORITY TO VIOLATE, CANCEL, ALTER OR SET AS DE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 6'-0" 2'-0" R' :OUIRING A CORRECTION OF ERRORS IN PLANS, — , NSTRUCTION OR VIOLATIONS OF THIS CODE 10'-0" ING VA FLOOR PLANri_� 14A, A-1.0 \A-1.0 SCALE 114" =1'•0' ,.€ Z LL Li 'LL f/u: LL.,} �r11 kk - Q.fl: tD N., <� CL M CVa a1i h 4 (30u RE=VIEWED FOR 0 ', �PLAW E TOOL1514W a 8'-0" CLG. HGT. ' 160 S.F. zo W l.l..j N L1 LI: 2 Q ujuj 0UCI [L' ' +28.3 P.S.F. ' oU,o -37.0 P.S.F. / )DE COMPLIANCE ;AMINER js_____ TE � �o�� SANFORD BULLDINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LIG ENSE TO PROCEED WITH THE WORK AND NOT AS A UTHORITY TO VIOLATE, CANCEL, ALTER OR SET AS DE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 6'-0" 2'-0" R' :OUIRING A CORRECTION OF ERRORS IN PLANS, — , NSTRUCTION OR VIOLATIONS OF THIS CODE 10'-0" ING VA FLOOR PLANri_� 14A, A-1.0 \A-1.0 SCALE 114" =1'•0' U i11 L 5 Z _ja CL ti CL OOZE U- r 1 1 1 I � L.LI — .LW Q� I �,9 f( I( PE z apo w V M `' J.\UF- 1^\I w p = v m�� wo LL C' d wo o6 i 1 _j z w `L Z ' L `i I 'Tly J Lo L (J v) 0 .o o LL' ��p IE 1; INFORMATIONAL COPY ONLY, UNLESS r EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY i DATE: 03-09-2018 PE#0040748 SCALE: N DRAWN BY: IK DATE: 03-01-2018 PROJEC'TNO: KAD 2728 SHEET NO: /OM1 .0 ,.€ Z €1i O W �r11 kk w U i11 L 5 Z _ja CL ti CL OOZE U- r 1 1 1 I � L.LI — .LW Q� I �,9 f( I( PE z apo w V M `' J.\UF- 1^\I w p = v m�� wo LL C' d wo o6 i 1 _j z w `L Z ' L `i I 'Tly J Lo L (J v) 0 .o o LL' ��p IE 1; INFORMATIONAL COPY ONLY, UNLESS r EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY i DATE: 03-09-2018 PE#0040748 SCALE: N DRAWN BY: IK DATE: 03-01-2018 PROJEC'TNO: KAD 2728 SHEET NO: /OM1 .0 W kk ', , X4111 W l.l..j N 2 Q (O 0UCI [L' dI oU,o o U LL zW Z i uj uj O W Q Lu w i t 4u(1 x. a U) O U i11 L 5 Z _ja CL ti CL OOZE U- r 1 1 1 I � L.LI — .LW Q� I �,9 f( I( PE z apo w V M `' J.\UF- 1^\I w p = v m�� wo LL C' d wo o6 i 1 _j z w `L Z ' L `i I 'Tly J Lo L (J v) 0 .o o LL' ��p IE 1; INFORMATIONAL COPY ONLY, UNLESS r EMBOSSED WITH PROFESSIONAL ENGINEER'S SEAL APPROVED BY i DATE: 03-09-2018 PE#0040748 SCALE: N DRAWN BY: IK DATE: 03-01-2018 PROJEC'TNO: KAD 2728 SHEET NO: /OM1 .0 Al /iq TOP PLATE SPLICE DETAIL SCALE 3/4" = V-0" BLOCKIN( — SHIM PLATE PLATE PLATE MULTIPLE STUDS @ CORNERS SCALE N.T.S. FRAME WALL DETAILS SCALE AS SHOWN MAX. TYP. 2X6 RAFTERS @ 24" OIC APPLY LSTA12 = RAKE @ 32" O/C 2-2X4 PL 2"X4" STUDS @ 16" OIC FOUNDATION DR BOLT SECTION @ GABLE END s SCALE 112" =1'-0" S-2.0 s S ZONE ZONE 8d RING SHANK NAILS @ V OIC. OR 8d RING SHANK NAILS @ V O/C. OR EQUALIVALENT PNEUMATIC NAIL EQUALIVALENT PNEUMATIC NAIL AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND BLOCKING AND 6" O/C FIELD 6" 0/0 FIELD FOR OTHER AREAS SHEATHING RAFTER/ TRUSS FOR SHADED AREAS OF ROOF OF ROOF 9 ie" OSB SHEATHING ORY" CDX PLYNV)D \ a RIDGE BLOCKING @ 48 O/C. 4, A BUILDING LENGTH - FIRST 2 SPACES EACH END SHINGLE ROOFING ASPHALT, SHINGLES W/ SELF SEAL STRIPS & A MIN. OF 4- FASTNERS PER STRIP SHINGLE- 2"x8" RIDGE OVER 30# FELT �+ ROOF NAILING PLAN r� ON 7116" CDX OR OSB MIN. S 2.1 / A35 EACH SIDE TYPICAL p FOR GROUP 2 FRAMING LUMBER APPLY MTS12 RAFTER TO LIMITING HEIGHTS OF STUDS NONE 9' 0" — LOAD BEARING WALLS HEADER/ STUD/ STRAP CHART (2) 2"X4" TOP PL. STAGGER JOINTS 4' MIN. SIZE, #2 GRADE O.C. SPACING BLOCKING # OF ROWS MAX. HT. #2 SYP HEADER SIZE MAXIMUM SPAN HEADER STUD(S) @ EACH END FULL LENGTH STUD(S) @ EACH END #STRAPS (0-) EACH END OF HEADER 2"X4" SPRUCE FIR _ 16•' NONE 0'-0" _ 2'X4" SPRUCE FIR 16" .ONE 10,_0" 2"X4" SPRUCE FIR 16" TWO 12' 0" (2) 2"X6" _ 51-1" —6'4" 1 1 1 2'x4' SPRUCE FIR 12" THREE 14'_0" (2) 2"X8" 1 1 1 2"X4" SOUTHERN PINE 16" THREE 13'-4" (2) 2"X10" 8'-2" 2 2 2 - 2'X4' SOUTHERN PINE 12" THREE 15'-0" (2) 2"X12" 9'-8" 2 2 2 SCALE AS SHOWN MAX. TYP. 2X6 RAFTERS @ 24" OIC APPLY LSTA12 = RAKE @ 32" O/C 2-2X4 PL 2"X4" STUDS @ 16" OIC FOUNDATION DR BOLT SECTION @ GABLE END s SCALE 112" =1'-0" S-2.0 s S ZONE ZONE 8d RING SHANK NAILS @ V OIC. OR 8d RING SHANK NAILS @ V O/C. OR EQUALIVALENT PNEUMATIC NAIL EQUALIVALENT PNEUMATIC NAIL AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND BLOCKING AND 6" O/C FIELD 6" 0/0 FIELD FOR OTHER AREAS SHEATHING RAFTER/ TRUSS FOR SHADED AREAS OF ROOF OF ROOF 9 ie" OSB SHEATHING ORY" CDX PLYNV)D \ a RIDGE BLOCKING @ 48 O/C. 4, A BUILDING LENGTH - FIRST 2 SPACES EACH END SHINGLE ROOFING ASPHALT, SHINGLES W/ SELF SEAL STRIPS & A MIN. OF 4- FASTNERS PER STRIP SHINGLE- 2"x8" RIDGE OVER 30# FELT �+ ROOF NAILING PLAN r� ON 7116" CDX OR OSB MIN. S 2.1 / A35 EACH SIDE TYPICAL p FOR GROUP 2 FRAMING LUMBER APPLY MTS12 RAFTER TO FLOOR PLAN TO VERIFY CEILING TYPE 2"X6' SPRUCE FIR 16" NONE 9' 0" — (2) 2"X4" TOP PL. STAGGER JOINTS 4' MIN. INTERLOCK TOP 2'x6' SPRUCE FIR 16" TWO 14'-4" FOR SPAN GREATER THAN 9'-8" REFER TO TRUSS LAYOUT PLATE @ CORNERS HEADER REFER TO CHART ABOVE DOUBLE TOP OR FIXED GLASS REFER TO MANUF. SPECS, 2'X6' SPRUCE FIR 12" THREE 16'-0" 1/2" GYPSUM WALL BOARD 2"X6" SOUTHERN PINE 16" THREE 17'-0" SIMPSON LSTA 12 (2) EA. END OWNER SELECT SPECS. SIDING OVER HOUSE WRAP OVER SILL ( ) DOUBLE RAFTER END 2"X6" SOUTHERN PINE 12" THREE. 19'-8" (REFER TO OWNER) — FILLER BLOCK SIMPSON SP1 @ 32" OIC STUD TO PL. 2"XB" SPRUCE FIR 16" THREE 18'-0" IN. FL. EL. 0'-0" 112" x 10" ANCHOR BOLTS '1•,X87 SPRUCE FIR 12" LHREE 21,_0„ OR P.T. WD, POST W/ 2"x4" WOOD STUD 12" 2"X6" BLOCKING 2"X8" SOUTHERN PINE 16" THREE 22'-4;' 4 - @ 48" OIC 27X8" SOUTHERN PINE 12" THREE 10tl NAILS @° 12" OIC BIS -1111-_ 4" THK. CONC. SLAB W/ FIBERMESH TOP PLATE CORNER DETAIL OR WI 6X610/10 OVER 6MIL. VISA. TO FL, SLAB ON, COMPACTED & TERMITE TREATED FILL SCALE 314" =1'-0" - - FULL LENGTH 2"X6" RAFTERS @ 24" 0/C SP4 OR RSP4 SCALE AS SHOWN MAX. TYP. 2X6 RAFTERS @ 24" OIC APPLY LSTA12 = RAKE @ 32" O/C 2-2X4 PL 2"X4" STUDS @ 16" OIC FOUNDATION DR BOLT SECTION @ GABLE END s SCALE 112" =1'-0" S-2.0 s S ZONE ZONE 8d RING SHANK NAILS @ V OIC. OR 8d RING SHANK NAILS @ V O/C. OR EQUALIVALENT PNEUMATIC NAIL EQUALIVALENT PNEUMATIC NAIL AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND BLOCKING AND 6" O/C FIELD 6" 0/0 FIELD FOR OTHER AREAS SHEATHING RAFTER/ TRUSS FOR SHADED AREAS OF ROOF OF ROOF 9 ie" OSB SHEATHING ORY" CDX PLYNV)D \ a RIDGE BLOCKING @ 48 O/C. 4, A BUILDING LENGTH - FIRST 2 SPACES EACH END SHINGLE ROOFING ASPHALT, SHINGLES W/ SELF SEAL STRIPS & A MIN. OF 4- FASTNERS PER STRIP SHINGLE- 2"x8" RIDGE OVER 30# FELT �+ ROOF NAILING PLAN r� ON 7116" CDX OR OSB MIN. S 2.1 / A35 EACH SIDE TYPICAL p FOR GROUP 2 FRAMING LUMBER APPLY MTS12 RAFTER TO FLOOR PLAN TO VERIFY CEILING TYPE SP4 OR RSP4 PLAT (2) 2"X4" TOP PL. STAGGER JOINTS 4' MIN. APPLY SP2 @ 32" OIC TO STUDS HEADER OVER OPENINGS REFER TO SIMPSON SP2 @ 32" OIC . HEADER REFER TO CHART ABOVE DOUBLE TOP OR FIXED GLASS REFER TO MANUF. SPECS, TOOK. 5HED PLATE. 1/2" GYPSUM WALL BOARD ROUGH OPNG. REFER TO PLAN -_. SIMPSON LSTA 12 (2) EA. END OWNER SELECT SPECS. SIDING OVER HOUSE WRAP OVER SILL ( ) T' OSB TYP. — .¢ 2"X4" STUDS @ 16" O/C (REFER TO OWNER) HEADER TO JACK STUDS SIMPSON SP1 @ 32" OIC STUD TO PL. z 2x4 P.T. SOLE PLATE HEADER STUDS IN. FL. EL. 0'-0" 112" x 10" ANCHOR BOLTS U.N.O. L _ OR '1/2" x 10" EXPANSION OR P.T. WD, POST W/ BOLTS @ 24" O.0 MAX. FIN. GRADE b) b) im ( :. U.N.O, 7" MIN. EMBEDMENT . 4 POST BASE ANCHOR N _ 10tl NAILS @° 12" OIC BIS -1111-_ 4" THK. CONC. SLAB W/ FIBERMESH OR WI 6X610/10 OVER 6MIL. VISA. TO FL, SLAB ON, COMPACTED & TERMITE TREATED FILL STAGGERED 2 ROWS FULL LENGTH WALL STUDS SP4 OR RSP4 SIMPSON SP1 @ 32" OIC J J J J CONC. FLOOR & FOOTER \�— 2x4 P;T, PLATE WI 112" x 10" ANCHOR BOLTS W/2"x2"x118" WASHERS OR 1/2"x 10" EXPANSION BOLTS @ 24"O.0 MAX. U.N,O.7" MIN, EMBEDMENT TYF�. CONNECTIONS -- @ OPENING 2 SCALE 1/2" =1'-0" SIMPSON SPI @ 32" OIC STUD TO PL. ` 2x4 P.T. SOLE PLATE 1/2" x 10" ANCHOR BOLTS Wl2"x2"x118" WASHERS OR 1/2" x 10" EXPANSION w BOLTS @ 24" O.0 MAX. U.N.O.7" MIN. EMBEDMENT 4 q° 1 IIII.II� ' 4 III El,t _ M 4" THK. CONC. SLAB W/ FIBERMESH _" IL OR WI 6X610/10 OVER EMIL. VISA, ON COMPACTED & TERMITED ITII�ITIIII_L111��uII�ITiI� I- llli TREATS FILL ALL CONC. TO BE 2,500 P.S.I. MIN. 4" 16" NOTE: 6X610/10 MUST BE SUPPORTED @ 20.. T-0" O/C MAX. EM CONC. FOOTER REINF. W/ 2 #5 ROD CONTINUOUS OFFSET BEARING FOOTER DETAIL REFER TO NAILING SCHEDULE ATTACHED SIMPSON PSCL SHEETING CLIP PSCL 15132 REFER TO ELEVATIONS 2"X6" RAFTERS @ 24" OIC 12 APPLY MT512 RAFTER TO (� FRAME WALL 4" ALUM. DRIP 2"x4" COLLAR TIE AT - 24" U.C. NAIL WI 3.10D 2"X8" P.T. SUB FASCIA .- ' NAILS EACH END W/ ALUM. FASCIA CLADDING -REFER TO _ ?`ELEVATIONS T 112" RIGID GYPSUM CEILING BOARD — _ APPLY 5d COOLER NAILS OR GWB54 @ 7" O.C. > FLAT CEILING SHOWN REFER TO -.. ALL CONC. TO BE 2,500 P.S.I. MIN. NOTE: 6X610/10 MUST BE SUPPORTED @ , 16" T-0" OIC MAX. EIW 16"X20" CONC, FOOTER REINF. W/ 2 #5 ROD CONTINUOUS I FRAME WALL SECTIO' GARAGE � C� SCALE 112" =1'-0" W E. t+ 1 w W N c) U) ¢ J _j 00� W 0 U I Lu V 7 Z o w N< Lu w a Z d- (/) o Cil E,. A;j r, 1 G 1 � E ,kilt � IN kl �� 0 :., F T i7 U) '.I rli L x CLaE d N I ilE 6��th a ©-� ZE D ww L m w u 4 III ? Y � � i1 w o W a �o M� mx �I? w o r 1 uo rUr/n' � Lr I Lo (� n�a ;I a - Z .� Ill. \ J `u u) Q 11 fwLL - ;Id INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL �\ ENGINEER'S SEAL APPROVED BY gijP I! 7 51�Ea 1�£�# 0� €i DATE 03-09-2018 PE#0040748 V\ i SCALE: DRAWN BY: IK DACE : 03-01-2018 PROJECT NO: KAD 272$ SHEET NO: -2.v FLOOR PLAN TO VERIFY CEILING TYPE VENTED ALUMINUM SOFFIT (2) 2"X4" TOP PL. STAGGER JOINTS 4' MIN. APPLY SP2 @ 32" OIC TO STUDS HEADER OVER OPENINGS REFER TO DETAIL & CHART ALUM. WINDOW OR FIXED GLASS REFER TO MANUF. SPECS, TOOK. 5HED 1/2" GYPSUM WALL BOARD APPLY 5d COOLER NAILS OR GWB54 @ 7" O.C. CEDAR SHAKE SIDING PER MANUF, OWNER SELECT SPECS. SIDING OVER HOUSE WRAP OVER SILL ( ) T' OSB TYP. — .¢ 2"X4" STUDS @ 16" O/C (REFER TO OWNER) SIMPSON SP1 @ 32" OIC STUD TO PL. z 2x4 P.T. SOLE PLATE IN. FL. EL. 0'-0" 112" x 10" ANCHOR BOLTS Wl2"x2"x1/8" WASHERS L _ OR '1/2" x 10" EXPANSION BOLTS @ 24" O.0 MAX. FIN. GRADE b) b) im ( :. U.N.O, 7" MIN. EMBEDMENT . 4 4• -111 N _ -1111-_ 4" THK. CONC. SLAB W/ FIBERMESH OR WI 6X610/10 OVER 6MIL. VISA. ON, COMPACTED & TERMITE TREATED FILL -.. ALL CONC. TO BE 2,500 P.S.I. MIN. NOTE: 6X610/10 MUST BE SUPPORTED @ , 16" T-0" OIC MAX. EIW 16"X20" CONC, FOOTER REINF. W/ 2 #5 ROD CONTINUOUS I FRAME WALL SECTIO' GARAGE � C� SCALE 112" =1'-0" W E. t+ 1 w W N c) U) ¢ J _j 00� W 0 U I Lu V 7 Z o w N< Lu w a Z d- (/) o Cil E,. A;j r, 1 G 1 � E ,kilt � IN kl �� 0 :., F T i7 U) '.I rli L x CLaE d N I ilE 6��th a ©-� ZE D ww L m w u 4 III ? Y � � i1 w o W a �o M� mx �I? w o r 1 uo rUr/n' � Lr I Lo (� n�a ;I a - Z .� Ill. \ J `u u) Q 11 fwLL - ;Id INFORMATIONAL COPY ONLY, UNLESS EMBOSSED WITH PROFESSIONAL �\ ENGINEER'S SEAL APPROVED BY gijP I! 7 51�Ea 1�£�# 0� €i DATE 03-09-2018 PE#0040748 V\ i SCALE: DRAWN BY: IK DACE : 03-01-2018 PROJECT NO: KAD 272$ SHEET NO: -2.v