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Home My WebLink AboutGARAGE PLANMNCWB FASTENERS OR ATTACHM THESE PUNS AND ALL PROPOSED WORK C:�a 16 ARE THE RESPONSIBIIlTY OF THE ARE SUIJECT TO ANY CORRECTIONS ST. LITCTF r0UN, -Fx PT;II CONTRACTOR Of RECORD REQUIRED 1Y FIELD INSPECTORS THAT RFv1T:w ED FOR coMn MAY RE NECISSARY IN ORDER TO ? Rdv1LA4'E �x ............................................................................................................................................................................................................................................................................................................................................ CA... CQQSR cal Y! ttl ►!►►± +... i coa . " DATE .......FLANS AdYn PERhSIT XL @RNO (3�LYWNAILED W(4)10AI�E FILE COPY NAILED W(4)10d 12' O.C. EACH LAYER Mlll--�- 0:0 FRONT ELEVATION + 25.030.5 9080 O.H.G.D. Q � rl �_IIIII�I_I 6s6 DIAGONAL BRACE LAGED TO POST AND HEADER WITH %s6" H.D.G. NTH 10)10d x 1)4 F EAC?i JACK STUD ®H F(10)1STUDS 11 O.C. 0 HEADERS K6 JACK STUD FOR KINGS TO 16' WIDE (1)2X6 FULL STUD WITH (10)1Od x % TTOM 0 ALL STUDS TYPICAL O.H.G.D. FRAME OPENING SCALE: 1 /2" = 1' 0" 6" - (2)2x12 DEADER WITH r YW00) FLITCH PLATE NAILED W(,?10d 012 O.C. U TO 80" SPAN IP2OWITH EACH10JACK STUD 'H6 WITH (10)10d x 1YZ TOP 0 FULL STUDS & 16" O.C. 0 HEADERS (1 2X6 JACK STUD FOR b ENINGS TO 60 WIDE AND -MI TO 80" WIDE (1)2X6 FULL STUD 16 WITH (10)10d x 111 BOTTON 0 ALL STUDS 40'-0" r----- -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----� I I 18z18" MONO ro I I FOOTERS WITH I (2)15 CONT. I I I I IT -- --- GARAGES I J 30'z3O'z16' CONC, I I - PAD WITH 4 (1#6 E.W. I I � I j 14'-0" 12'-0" 14'-0" I I O--I-------------- eN I I i - -\\ —------- - - --------------I J \ I I I 30"a30"z16" CONC.- I PAD WITH (4)#5 E.W. TYP I I , I I I I I I �' I I I I I 3080 I L____J I I I I I I - I I I I I I ^ I I I I I o I I I �r I 9080 O.H.G.D. I L---t--:—------- r-------------------------. I I I j-16"s18" MONO I FOOTERS WITH (2)#5 CONT. I L------------ ------- — ---- — —. j tL FLOOR & FOUDATION TYPICAL FRAME OPENING SCALE, 1/4•=1' SCALE: 1/2' = 1' O" 2x2 BALUSTERS ATTACHED T&B WITH (2)#10x2.75" WOOD SCREWS 2x6 HAND RAIL _ r----� -------------- I I I i I I I I I I _—9080-O.H.G_D.9080 O.H_G_D._--- -------------------------- -- ------------------------------------------- PORCH -------------- 1 _=J I I I 3'-0" 1 9'-0" 1 3'-I - 16"a18" MONO I FOOTERS WITH 1 (2)J15 CONT. I ------------------J AREA SCHEDULE GENERAL NOTES: GARAGE: 1,200 SQ. FT. 4" (MAX) PORCH: 240 SQ. FT. 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE LIGHT STORAGE 1,200 SQ. FT. 2017" REAR ELEVATION 2. ALL WRITTEN DIMENSIONS ON THIS DRAWING TAKE SCALD 1/4•=l' PRECIDENCE OVER SCALE DIMENSIONS. STRUCTURAL NOTES: M 1. DESIGN LOADS IN ACCORDANCE WITH FBRC 2017 M 12 2. WIND SPEED Vult=162, Vasd=126 3. EXPOSURE C _ 1 4. RISK CATEGORY I N2xl2I . -� 3050 SH 1 5. DESIGN PRESSURES ARE NOTED AT EACH OPENING WITH (3)#10x2.75" 6.5 1� \� 6. BUILDING DESIGN: CLOSED WOOD SCREWS &GLUED 7. OVERHANGS 24".12" STAIR&RAIL DETAIL - 30.5 1 3050 SH I I _" _ 8. MEAN BUILDING HEIGHT 17 6 SCALEI 1/2" = 1' 0" - T-- QA I I - - - --- _ _ 9. SHUTTERS NO, IMPACT RESISTANT ASSEMBLY YES _. + 28.1 10. ALL LUMBER IN CONTACT WITH CONCRETE OR 12 ..,—_... - 30s ' I _ MASONRY TO BE PRESSURE TREATED 4 J I - 11. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS - - - - DUE TO INSTALLATION OF HARDWARE NOT PERMITTED 12. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE - -- MANUFACTURER'S INSTRUCTIONS AND STANDARD PRACTICE.--- � i 13. EXTERIOR PLYWOOD SHEATHIN3 IS TO BE 15/32" CDX NAILED WITH 8d NAILS 6" O.C. EDGES AND 12" O.C. FIELD. HARDI LAP - -- 14. FLOOR LOADS (LIGHT STORAGE) 125psf --- - - - - 15. STAIR LOAD 100psf I I + 25.0 3080 Q 16. ROOF LOADS LL-20/DL-20 - 30.5 17. SLAB/FOOTING TO BE CONCRETE WITH A MINIMUM LEFT ELEVATION 2500 psi COMPRESSIVE STRENGTH AT 28 DAYS _ SCALE, 1i4•=1' 18. MINIMUM CONCRETE PROTECTION FOR REBAR: FOOTINGS: 3" BEAMS 1-Y2" SU>PENDED BARS: i" RIGHT ELEVATION 0 0 I e0 SCANNED BY St Lucie County ON JOB REVISION BY g W con a, U PQ �AWVr c N 1N�y-1 i-1 QI A O w r�r a M�I-1 C) w � w w Cl) z w 0 M C\ on W4 rr M W x r f C? ) o� Fz�ao (L' Lij W z��Z z z w PLOT DATE: 2-12-18 DRAWN DATE 1-19-18 SCALE 1/4"=1' UNLESS NOTED OTHERWISE SHEET S-1 JOB. NO. 19. LAP ALL REBAR A MINIMUM (F 48 BAR DIAMETERS SCALD 1i4 =1' N /` a GRADE 60 MINIMUM DECEIVED .............................................................................................. ....... ............. ...... ...... ...... ....... ............... ......................................................................................... FEB 2 2 Mt S'T. Lucie County, FerMIttIHS JOIST PLAN SCALD 1/4'=1' L- RAFTER PLAN SCALD 1/4'=1' ......................................... ................. ............. .................. I........ ..... I......... ............................................................................................................................................................................................. (1) SIMPSON MTS12 WITH - #2 SYP 2x10 RIDGE POLE 2XI2 :G'RAME LANDING SNAP LOCK METAL OVER (14)10d x 1-% EACH ATTACHED WITH 301 TAGGED FELT ON 17�" RAFTER TO BEAM EACH (2yi'4x5"L4,CD% PLYWOOD ATTACHED END TYP. GS TO POST (3)#2 SYP 2x12 BEAM WITH 4 10d 012" O.C. EACH (2)10d TO EA. STUD / ( ) n 0 i m I J WITH 8d RINGS 4 O.C. EDGES k 6" FIELD NAIL LAP IN RAFTERS WITH (6) 10d (1) SIMPSON MTS12 WITH (14)10d x 1-% EACH RAFTER TO BEAM EACH END TYP. HARDI-LAP SIDING OVER HOUSE WRAP ON 1%2" CDX PLYWD. ATTACHED WITH 8d RINGS 6"O.C. EDGE, 12"O.C. FIELD 12 #2 SYP 2x8 RAFTER 16"O.C. 12 6.5 — (3)#2 SYP 2x12 (1) SIMPSON BEAM-(4)10d MSTA36 WITH 012" O.C. (26)10d EACH STUD TYP. (4) SIMPSON MTS18 WITH (14)10d x 1-% EACH _ (2)2x6 TOP PLATEol POST TO BEAM TYP. p 1 (2)2x6 SPF#2 O STUD 16" O.C. 6x6 P.T. POST PORCH ABU66 WITH (12)16d — 2x6 P.T. BOTTOM—, TO POST & % x 5 TITAN HD TO PLATE WITH %x10 CONCRETE TYP. J-BOLTS & 2x2xY'4 WASHERS pf 32" O.C. —- 16"xl6" MONO' FOOTERS WITH (2)#5 CONT. FRAME SECTION CORNER FRAME DETAIL SCALE1 N. T, S. NAILED TUO 6)'Od :4 IACK CH WIH d ).0 00 N O Cn \ rt (4) SIMPSON MTS18 WITH (14)10d x 1-icy EACH POST TO BEAM TYP. SIMPSON SPHB 6x6 P.T. POST WITH (lO)lOd x 1-% 16"O.C. ILLIGHT STORAGE? 2)2x12 SYP #2 JOIST 016" O.C. TYP SIMPSON SP6 WITH (10)10d x 1-41 16"O.C. 16"x18" moo FOOTERS WITH (2)#5 CONT. SIMPSON MTS18 WITH (14)10d x 1-% EACH POST TO BEAM TYP. 6x6 P.T. POST ��GARAGE ABU66 WITH (12)16d TO POST &`i6x5 TITAN HD TO CONCRETE TYP. 30"x30"xl6" CONC. PAD WITH (4)#5 E.W. #2 SYP 2x6 COLLAR TIE 16"O.C. (4)10d EACH END 12 2x10 SYP #2 RAFTERS 016" O.C. TYP %x4'x8' T&G PLYWOOD GLUED AND NAILED WITH 8d RINGS 6" O.C. EDGES & 8" O.C. FEUD (4)#2 SYP 2x12 BEAM (4)10d 012" O.C. EACH 6x6 P.T. POST ABU66 WITH (12)1 TO POST & % x TITAN HD CONCRETE n 30"x30"x16" CONC. PAD WITH (4)#5 E.W. 4" THICK CONC. SLAB (2500 PSI) WITH FIBERMESH OVER VAPOR BARRIE ON CLEAN COMPACTED TERMITE TREATED FILL WITH (10)10d x % TOP 0 32" O.C. #2 SPF TOP PLATE LOCKING 0 8' O.C. 2X6 #2 SPF STUD 016" O.C. D.T. BOTTOM PLATE 'H %x10 J-BOLTS & 2x2xY WASHERS 032" O.C. VITH (10)1Od x 1X2 OTTOM 0 32" O.C. TYPICAL BALLOON FRAME SCALE: 112' = 1' 0' CONT. 2x6 DIAPHRAM BLOCKING 2x6 T&G PINE WITH \\ (2)10d EACH TO \ NOTCHED RAFTER \ TAILS 18 RISERS 07.5 14 TREADS 610 I I I � I LANDING • 4' I .mot. 16"x18" MONO FOOTERS WITH (2)#5 CONT. (1)2x6 VERT. BLOCK CENTER OF OPENING WITH (2)3/8" X 4" LAG BOLTS TO HEADER EXTERIOR TRIM 1x8 RETURN 2x6 P.T. 0 HT. OF DOOR SET RAGE DOOR HARDWARE 3/8" X 4" LAG BOLTS 0 24" O.C. GARAGE DOOR DETAIL TYPICAL BUCK ATTACHMENTS SCALE: 3/4" = 12" 2'-0" E u7 � I C 7 P- N W x L co z H TYP. DR. FRAME ATTACHMENT PRODUCT APPROVAL & ATTACHMENTS 3 OPN'G I.D. PRODUCT MODEL# MANUFACT, GLASS DESCRIPT, ATTACHMENT METHOD MAX, BLDG. DESIGN PRODUCT DESIGN PRODUCT E3 C3 PRESSURE PRESSURE APPROVAL #s Q 1 3050-SH VINYL SINGLE HUNG JELD-WEN IMPACT #10 A-1/2PH 5.5 (max FROM CORNERS AND 16" O.C. + 28.130.5 +65 FL-14095 R8 z q max -70 H 3 d5 1 9080 ❑HGD CANYON RIDGE CLDPAY N/A 5/16"x3" LAG SCREWS, 2 EA. CLIP * THROUGH 2x6 JAMB-(4) EACH SIDE + 25,0 +42 - 30.5 -48 FL-5684 R8 2 3080 1-CITE STEEL THERMA TRU IMPACT 3"-#10 GALV WOOD SCREWS 6" FROM T&B AND 14' (max) O.C. + 25,0 +47 FL-7586,1 _ 30.5 -47 PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD BLDG, DESIGN PRODUCT DESIGN PRESSURE PRESSURE SIDING HARDIEPLANK JAMES HARDIE BUILDING 1-3/4" NO. 11 GUAGE ROOFING NAIL 16' O.C. (MAX) N/A -48, 9 FL-13192,2 ROOF SNAP LOCK UNION CORRUGA TION (2)#12-flxi" PANCAKE TYPA 1/4" MIN PENETRATION THROUGH PLYWOOD PER CLIP -CLIPS SPACED 12' D.C. - 55.2 - 108.5 FL-9443,1 R3 REVISION BY U C—+-am W con � ag U 0" 4 W ►�i W 4 `o � A o N\ N C� A � A o rO O W 1+1 W N�N Lo m o W r. w m � 1 F W�� N �F v, O N r N W ke 0 z z w ��„ z z w PLOT DATE: 2-12-18 DRAWN DATE 1-19-18 SCALE 1/4"=1' UNLESS NOTED OTHERWISE SHEET S-2 JOB. NO. N /A ELECTRIC LEGEND SYMBOL DESCRIPTION SINGLE —POLE SWITCH a 3—WAY SWITCH CLG LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 8GFI 110V RECEPTACLE GFCI d)WP 110V RECEPTACLE WATER PROOF GFCI 30 AMP 220'7-- 4x2 LED GENERAL ELECTRICAL NOTES ALL GAR & EXTERIOR OUTLETS TO HAVE GROUND FAULT INTERUPT PROVIDE LEGIBLE DIRECTORY @ PANEL INDICATING INDIVIDUAL CIRCUITS ALL WORK DONE SHALL COWLY W/ ALL LOCAL, STATE & NATIONAL CODES _STORAGE ELECTRIC SCALE, 1/4'=V GARAGE ELECTRIC SCALE. 1/4'=1' 200 AN{P SERVICE REVISION BY 0 V L 8 VI Qy V 1�1 w v] PQ rn A N N n n W NH�y Q � A rO W � w co LCJ PLOT DATE: 2-12-18 DRAWN DATE 1-19-18 SCALE 1/4"=1' UNLESS NOTED OTHERWISE SHEET E-1 JOB. NO. N/A