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1160 E 30TH ST - BC00-0003754 (SANFORD AIRPORT AUTHORITY) (ADDITION) (A),� SUBDIVISION:7L ------- i J t-w� ZONE DATE C3 CONTRACTOR ��---�)'"�y�--r�`"":. > �� ��'ti--'� � �*� i,,,( ''e,• ,,. , PERMIT LOT NO. # ' � � ���J BLOCK: �,��� ADDRESS `�`� . > I/ Yl%%iQ.�� it . (� U C� t JOB SECTION: PHONE # �3"1�- 1, COST $ _ -- -� SQUARE FEET: LOCATION � �" C'_-_�_':�.T� � t _. I 'FEE - �- I MODEL. - OWNER I , STATE N0. OCCUPANCY CLASS: ' ADDRESS- - PHONE # -� 2)'��J.. INSPECTIONS PLUMBING CONTRACTOR C TYPE DATE OK REJECT BY 3� FEE $yc s C, ADDRESS PHONE # ELECTRICAL CONTRACTOR �. � FEE $ .. /i,_ if ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ - ADDRESS PHONE # MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT -__ EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�_} FINISHED FLOOR ELEVATION REQUIREMENTS ( ) CERTIFICATE OF OCCUPANCY ISSUED #- i DATE: _ ARCH I I•ECTURAL APPROVAL DATE: ~" FINAL DATEt �� '^ti✓. Y. 1 ,.. ,., �. a. ,, e• ,•,,ter , , ., , , , .., n , vt m. .. .r^•-„ '� ._ .. .._: -. ... 'n .. ,G .i k. ,. P:, a ,' .m m i � A ,. .- .. J^;. I. �.. Im' ,i P. .5i.. — ..._ -. E ... _., =-__ _.. rS _. .. nh. ... Y-. -.i. Ah .: r. � 05 .. w w, ... w �- s.— ,• .. ;.._ _ ,. ..... _ ..._ Rx-. ,, .. ,.,r .:.:� . 'rc - .--�. ..._ ,.. .. . _. - _... ... ,. .. a•AK. <� .. fl. � � .J� .� _, � .., 9 . l 1 . N w- , - ., ,...X.tac ! J,. 'µ. — .. _ _ _. .. '-- ...-- -_. ,. ..^ . - r ._. EKo-n. _ , 1 a o- _. s z,an , ,. Ja .,.. v P _, . ... T'•' � .7 a T ::'' .. ,..-, i 1,x� ..', a, .:r ' f`_. aiy< Y �i _. _. ..__.. . _: ,,. .. , . ,: ... ., , - ,' :.-a�:xta Y^v ,. a •r � . . r w, ..n .. c '�"p` k_. 7 �k s .r c r4s ,a- — .. . _.- --. _, ., .. ,._, ., _..�• ... E : . a �'. 1 .�+. �- h:?1:. , > ,.uF .. r .. .. �' _. -. ✓ ._ . - "- .. ..-�.. ., x . _ r._ ... i .. r. > ,.. .F. � dE . _ n$. z.".. 3t . n r .. r'.-.. .. .!rA. i 7 ..>... ..,. -._ .��, r ,• - .ro-.. 's t '�. d i - :. -_. � _. _ � ... ., �.,:._-.::,g. _•, r,.a - . .°n'4- T. °'4l-. ti, o -k ti`.- x � r f - .'n:- - .-- ! '(G`+ry NOTES; I, T f SSE6 MU87. BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS, 2. TRUSSES, GIRDERS,'AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF .A COMPOSITE SHINGLES _ _ _. _ _ RIDGE VENT NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER 3 HEADER STUD REQUIREMENT I 2 HEADER STUDS (EACH SIDE) I'-6" TO 5, �-- ROOF EDGE V--1 h 3 HEADER 5TUD5 (EACH SIDE) 6'-f0" TO 12'-0" 12 12 4 HEADER STUDS (EACH SIDE) 12'-0" TO I5'-0" �— z 4 4 TYP TYP 142 HEADER STUDS REQ. (1) 4.�. f 3 HEADER STUD REQ. (2)F FFULL LENGTH ST D6 BEARING HT, —� 6 -a11 T� HEADER HT. FRONT ELEVATION SLE__11/4" = =�G" FzieHrr ELEVATION Ln A„ HVI k171'- (IAP, v,1 1. 4. TYP. fi!bIEBVNL Tit �iiLR iry`.`ti,li'I! m" S f1tILF MAX. HT, EX15TINCz PANEL 5G-HEDULE 8'-4" 200/3 MAIN BREAKER FASTEt'11wFtS� t�r^:E t�f �C,1,Rc�• t F c At•tC- YOLT5: 240V. PHA5E: 3 WIRE: 5 MOUNTED: N/A BU55ING: 50 AMPS FEEDER: EX15T. 5ERYI(, 755 W 12'-8" HUGHES RT 14 10� 16d 990 9142 2- X 6" SPRICE, FIR 12" O/C W 6) 16d 895 LOAD A 5 G BKR CK 2" X 8" SPRUCE, FIR 16" O/C GC BKR A B G SEMCO PBS22 LOAD ' 60 BTU AC � 00 J�-660 -- __-- --_-_—__-- 20 I i 432 2 HUGHES TP4X _- 2�0--- ---- -•-- EXIT/EMEfs LICzHTING WATER NEATER 1075 1000 201 3 455 4 1'0 HUGHES HCLH 0 --" 325 94139 SPARE GFCI RECEPT. ---- ----- - - 400 � 20 I � � 'o 10- -- (8) 8d --IbO 422 FOR WOOD CONSTRUCTION INLAND. LIGHTIt`� LOAD (WATTS) TOTAL LOAD A PANEL "A"=¢60 94139 (ABLE 8.8c - "NAILS ,AND SPIKES - TA5ULATIGN TOTAL LOAD B PANEL "A"d,000 9166 LATERAL LOAD NAIL DESIGNIVALUES" .SHEAR VALUE (Ibs.) SIMPSON SP4 TOTAL LOAD C PANEL "A';;560 432 80d �5 6ERACE 51Z>~ TOTAL `!A o AMP X ?5 ti _ 3 P USE 50 AMP FROM ADJACEt(T ExliaTl�iCx 5ERriCE 1465 fi!bIEBVNL Tit �iiLR iry`.`ti,li'I! m" S f1tILF MAX. HT, 2" X 4" 519RUCE, FIR 24" O/C 8'-4" .I�C�.� .?:�,.� FASTEt'11wFtS� t�r^:E t�f �C,1,Rc�• t F c At•tC- ', SIM -PSI LSTA 12 (10 1 Od 755 413 12'-8" HUGHES RT 14 10� 16d 990 9142 2- X 6" SPRICE, FIR 12" O/C SEMCO RTP 18812-F 6) 16d 895 .9166 L SIMPSON SPI 10) 10d 585 432 2" X 8" SPRUCE, FIR 16" O/C HUGHES TP4X 10) 10d �8) 1465 94139 18'-4" SEMCO PBS22 1 O 715 9166 SIMPSON SP2(12) 10d 890 432 HUGHES TP4X 10 10d 1465 94139 SEMCO PBS24 (12) 1 O 1075 9166 SIMPSON H5 (8) 8d 455 422 HUGHES HCLH 8 8d 325 94139 SEMCO RT12 (8) 16d 792 9166 NAIL VALUES: `BASED ON 'NATIONAL :DESIGN SPECIFICATIONS SIMPSON H4 (8) 8d 360 422 FOR WOOD CONSTRUCTION FROM HUGHES HCLH 8 8d 325 94139 (ABLE 8.8c - "NAILS ,AND SPIKES - S SEMCO RT (8) 16d 792 9166 LATERAL LOAD NAIL DESIGNIVALUES" .SHEAR VALUE (Ibs.) SIMPSON SP4 6) 10d 735 432 80d �5 HUGHES fP4X 10) 10d 1465 94'139 16d 1 SEMCO PBS2412) 10d 1075 9166 149 SIMPSON A34 (8) 8d 365 432 SIMPSON L90 (10) 10d '600 443 NO TE: r I ) USE (1) 115 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) ETA12 (OR INTERCHANCABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) ; 4� USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER. (T&B) . 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(> 10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 0) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) fi�'�t)UMBERS,ON TRUSS LAYOUT INDICATE AMOUNT OF NAILS REQUIRED FOR EACH TRUSS STRAP + - COMPLL410E REPORT PENDING FE©. 19, Asea - cwwcE.owc 4' CONC. W/ 6X 10/10 W,W.m, FOOTER PIPE THRU ADD (1) 115 25' LAP FOOTER PIPE THfPU MONO FTG. DETAIL_ FTG. W/ (2) 115 —4. CONC. -- I) II---{ --- 45 RE BAR T Y R I II E_. BENT BAR W/ 25' LAP EV, TYP OF 2 COfRNER 5AR DETAIL (2) 2X4 TOP PLATE W/ SIMPSON H5, SP2, OR SP4 AT EACH STUD TOP 7 a,11 4 HEADER 5TUDS REQ. (2) FULL LENGTH STUDS OO RIDGE �OV Q2 1 1 \ 4. FEARING WALL NAIL PATTERN: —' z z 4, I. PLYWOOD: (FIELD) USE aD NAILS m 12" O/G .EIR ❑,S,B. (EDGE) USE aD NAILS m 6" O/C g)— p 2. GYP5UM: (FIELD) USE 5D NAILS m 10)"O/C 7- (EDGE) USE 5D NAILS g -I"O/C 5, r 5. ROOF NAILING PATTERN: PLYWD OR OSB - ZONE I - USE aD COMMON NAILS a 12" O/c SONE CHART f I 2 ZONE 2 - USE aD COMMON NAILS v (o O/C 3 ZONE 3 - USE aD COMMON NAILS 1w 4" O/C 6J 1/2" GYPSUM CEILING: USE 5D NAILS Q "T" O/C 7. SENCO 2 1/4" X .131 4 PASELODE 2 1/4" X .0139 PNEUMATIC NAILS MAY BE USED IN LIEU OF SD COMMON NAILS. NAILED a 5" O.G. EDGES 4 1w 10" O.C. FIELD a. ;ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 02 SPF v 24 O.G. UP TO 14'-0" HGT. 14' 0" TO BE 2X4 W) al==W I6" OC UNLESS INTERIOR LOAD BEARING WALLS ABOVE OTHERWISE NOTED. 13. TAB 1-105.1, OF THE STAN BUILDING CODE, NAILING REQUIREMENTS ARE IN REAR ELEVATION ADDITION TO STRAPPING REQUIREMENTS. SCALE: 14f - V-0" ?/ b VTR WC 1/2' COLD &.— I l it 1 11 At 1 It.—,—, 1 1 Y EXTERIOR *2 5TU05 SIZE STUD MATERIAL 4 O/C 5PAGIN6a MAX. HT, 2" X 4" 519RUCE, FIR 24" O/C 8'-4" 2" X 4- SFWICE, FIR 16" O/C x 8' 2" X 4" SFMCE, FIR 12" O/C L 2" X 4" SOUTHERN PINE 24" O/C EXIT L*W 2" X 4" SOITHERN PINE 16" O/C 2" X 4" SOUTHERN PINE f2" O/C 12'-8" 2" X 6" SPRUCE, FIR 24" O/C r• DUPLEX OUTLET SF'RUCE,`FIR 16" O/C 161-QJra 2- X 6" SPRICE, FIR 12" O/C 181-4" --- 2" X 6" SOUTHERN PINE 24" O/C 14'-0" 2" X 6" SOUTHERN PING 16" O/C L 2" X 6" SOUTHERN PINE 12" O/C 2" X 8" SPRUCE, FIR 24" O/C 2" X 8" SPRUCE, FIR 16" O/C 2" XV SPRUCE, FIR I2" O/C 24'-0" 2" X 8" 60LITHERN PINE 24" O/C 18'-4" 2" X 6" WLITHERN PINE VW' O/C 2'' x S" SOUTHERN PINE 12" O/C URINAL: 1/2' COLD SINK 1/2' 4' DRAIN OUT I HO T; COLD TO EXISTING SANITATION LINE I " I ELECTRICAL SCHEDULE DESCRIPTION ITEM RFJ1AFi�.6 T�I, FLOURESCENT LIGHT x 8' EMERGENCY 0GI-IT L EXIT L*W Ex4AU6T FAN TO EXT, BLDG. DUPLEX OUTLET I2!D VOLTS WALL SWITCH (I-WAY) 6P.6 -T. L HEADER DBL. 2x12 W/ 1/2" CDX FLITCH cp W4 E_ I�rn CO mom 134 W 8 u'j � Q p E Z mo" O a^a H LUQ a 2x4 02 SYP RAFTERS 10 16`01C 5HIW_ LE6 USE: 15/32" 32/16 PLYIJJD OR 7/16" OJS•B., 15+ FELT 2x4 02 SYPA CEILING JOISTS 16" O/C �.` H5 TYPICAL TRU55 TO TOP PLATE SIMPSOM 1_5TA12 BOTTOM OF HEADERROOF FRAMING MEMBERS (SEE R-19 INSULATION CONNECTOR CHART SCHEDULE (2) 2X4 TOP PLATE W/ SIMPSON H5, FOR TRUSS STRAPS) 1/2 GYPSUM 5P2, OR SP4 AT EACH STUp TOP ------ FIN15H (SEE EL:EVATIONSI —DOUBLE TOP PLATE SEE DETAIL FOR OPENING CONNECTIONS rI T -III • (2) 2x12 *1 SYP HEADER (SEE EXTERIOR SHEATHING NAILED W/ FLOOR PLAN FOR SIZE) 8d RING SHANK NAILS 19 3" O.G. NOTE: EDGES AND 12" O.G. FIELD BLOCK ALL WALL FRAMING WINDOW (SEE FLOOR PLAN MIDSPAN 51ZE 4 LOCATIONS) i 2x4 i'2 SYP a 24" O/C R-Il INSULATION 5IMP50N H5, 5P1, OR 5P4 AT EACH STUD BOTTOM °4" CONC.' SLAB W/ 6X6 10/10 W.WM. (OR 1=15ERME5H) OVER 2X4 P.T. BOTTOM PLATE W/ 1/2" 6 MIL V15QUEEN OVER WELL X a" ANCHOR BOLT 10 45" O.G. COMP.,, TERMITE TREATED FILL nk-- -- ---- all ��, .• GRADE 1/2" DIA. x a" ANCHOR BOLTS °e EMBED 6" MIN. INTO FOUNDATION 12" W/ 2"x2"xl/0" WASHERS, LOCATED7• /� WITHIN 6" OF EACH END AND 32" O.G. MAX. ELSEWHERE 16 (2) 05 CONT. d SIMPSON H4, SPI, OR SP4 --- 2x4 P.T. BOTTOM PLATE C-}- y,� '' t c AT EACH STUD BOTTOM— EXTERIOR I C AL 1 5 I O� I WALL- �:J�CT 1OI `4 EXTERIOR FRAMED -WALL & OPENING ALL C0 NNIEC'fIONS 1 1lilleTER AND N.T.S. SEWER MAIMHEMi;-1E TI -LI -V vH i c yr �n� j ��fE�°�ti�r�����sr ai ts,�� � � s Area Calculations i d 3`�" p�:DAY"/ q 1, 1�%� E a i gal MAWM NAW ` Sty i�.. ,�'_! �, 9r 4� ..7. EA�'•a• , 6•''.� _i/•f Conditioned 80 SQ FT. ... w��� .....! �•� .,_ Air 1 I(� s A �, , 7 i Y LQf10t - SCALE+ AS NO'II;D I'irr-a •a r•° a 9�3�e1 pp l ,:r..)... y 'q';,1 r �(�TT (�e�f rn ��y �� k i — a. 5c l.:{ ., ,,. tl9 . ti.P J ., ,.? 9 4J Jl d.l�.l .1. A d1Y PAC d EE _ ' ; aJ/� L_ I �} .,d 9�.)N,83,, CALL (407) w. 30) 56 Entry. - �-'Garage T Total Under Roof80 SQ. FT. 1 �F 1 G4 �� DlfFt''r�•Ec,rG GUG/}-7ia,'rS '' �— � `•I '. JAS 7 • L HEADER DBL. 2x12 W/ 1/2" CDX FLITCH HEADER STUDS---- FULL LENGTH WALL STUDS NO CONNECTORS RE -'D FOR TRUSS STRAPS) 1/2 GYPSUM 5P2, OR SP4 AT EACH STUp TOP ------ FIN15H (SEE EL:EVATIONSI —DOUBLE TOP PLATE SEE DETAIL FOR OPENING CONNECTIONS rI T -III • (2) 2x12 *1 SYP HEADER (SEE EXTERIOR SHEATHING NAILED W/ FLOOR PLAN FOR SIZE) 8d RING SHANK NAILS 19 3" O.G. NOTE: EDGES AND 12" O.G. FIELD BLOCK ALL WALL FRAMING WINDOW (SEE FLOOR PLAN MIDSPAN 51ZE 4 LOCATIONS) i 2x4 i'2 SYP a 24" O/C R-Il INSULATION 5IMP50N H5, 5P1, OR 5P4 AT EACH STUD BOTTOM °4" CONC.' SLAB W/ 6X6 10/10 W.WM. (OR 1=15ERME5H) OVER 2X4 P.T. BOTTOM PLATE W/ 1/2" 6 MIL V15QUEEN OVER WELL X a" ANCHOR BOLT 10 45" O.G. COMP.,, TERMITE TREATED FILL nk-- -- ---- all ��, .• GRADE 1/2" DIA. x a" ANCHOR BOLTS °e EMBED 6" MIN. INTO FOUNDATION 12" W/ 2"x2"xl/0" WASHERS, LOCATED7• /� WITHIN 6" OF EACH END AND 32" O.G. MAX. ELSEWHERE 16 (2) 05 CONT. d SIMPSON H4, SPI, OR SP4 --- 2x4 P.T. BOTTOM PLATE C-}- y,� '' t c AT EACH STUD BOTTOM— EXTERIOR I C AL 1 5 I O� I WALL- �:J�CT 1OI `4 EXTERIOR FRAMED -WALL & OPENING ALL C0 NNIEC'fIONS 1 1lilleTER AND N.T.S. SEWER MAIMHEMi;-1E TI -LI -V vH i c yr �n� j ��fE�°�ti�r�����sr ai ts,�� � � s Area Calculations i d 3`�" p�:DAY"/ q 1, 1�%� E a i gal MAWM NAW ` Sty i�.. ,�'_! �, 9r 4� ..7. EA�'•a• , 6•''.� _i/•f Conditioned 80 SQ FT. ... w��� .....! �•� .,_ Air 1 I(� s A �, , 7 i Y LQf10t - SCALE+ AS NO'II;D I'irr-a •a r•° a 9�3�e1 pp l ,:r..)... y 'q';,1 r �(�TT (�e�f rn ��y �� k i — a. 5c l.:{ ., ,,. tl9 . ti.P J ., ,.? 9 4J Jl d.l�.l .1. A d1Y PAC d EE _ ' ; aJ/� L_ I �} .,d 9�.)N,83,, CALL (407) w. 30) 56 Entry. - �-'Garage T Total Under Roof80 SQ. FT. 1 �F 1 G4 �� DlfFt''r�•Ec,rG GUG/}-7ia,'rS '' �— � `•I '. JAS 7 • I i i I i OFFICt COPY I NAL INSPECT10h,EQllIREi I City of-anford Model Codt;s in effect: Standard 81.1ilding Cor -1997erJ. Standard Plumbing Coclr; it3>7%gra Standard Mechanical C��rfQ 1997©d, i e National Electrical Cody .1g,93 €3d, See City Code AMf.;,'413M,&pl1 S 1=L. Acce3,ibilityCet4e31,9 97 FL. Energy t-o�1e .ft3f% I �PAP,JFE)Rr p(III_;PIhtG DEPT. A0QItk' rEQ Fe �F \ ANC) CQN01TIONALLYf A Hr-IVfl�' IFa3lJF l7 SHALL BrTM> WS7F7K Ai I-) J ••`: '1'ta F fi.JC:€iE D WITH C�ANC:G;I., NC,1 `' +1U'i'HC7F31T'Y To VIOLATE, A4_rrsFt, CJ F2 SG:r AaIC�F ANY OF THE ISSUANCr- i F 'rtP'- T�C:iINIC:e1l. :�. NOR SHALL I 13SUAfVCg OF A PrRh1jT I� t`� �m I - DEP'r FROM 'r IE R.:1E;N'r TriE RUII_DING TION OF F R� /acTF:Ft R3G�111},IN A C_ F'FtROFts ON '1'PIE i'= r URF�F.C- t � �' ` OF? OTHER VIOLATIONS OF TH,, �hiS CONSTRUCTION ° , S t- t ���f C(DL)ES, CITY Or- SAWORO ACCESSIBIt $NAY COU MUS-11T E M 1,..y ENERGY CODESoft hugg IFERMIT j #oo- r