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12th Street 320 (2) 3) 2x& SYP BUILT-UP POST SUPPORTING RIDGE. (3) HTS30 FROM (2) HTS30 STRAP FROM RIDGE TO RIDGE TO POST AND FROM POST AND FROM POST TO POST TO BEAM. BEAM BELOW. NOTE: THIS AREA SHALLL BE SINGLE W ASSEMBLY. 2x8 RAFTERS at 24"oc. 3) 2x4 SYP BUILT-UP �, W ALL INTERSECTING ROOFS POST OR 4x4 PT POST OVEi;Z=RAMF- ONTO TH15 ROOF. SUPPORTING RIDGE. GABLE ROOF (2) HT530 STRAP FROM RIDGE TO 0 WITH VAULTED CEILING. 4 POST AND HT-TI& FROM POST TO WALL BELOW. Q 'r tu NOTE: OVERFR AME THIS AREA OVER J N _0 n a f- NEW OVERFR4MED ROOF SYSTEM. LL r cy U) } 10 � VAULTED CEILING BELOW I - cvLu WITH 8'-2"PLATE AND SHED DORMER. I SHED DORMER APPROX. 3:12 PITCH. Q �A 47 (SEE DORMER FRAMING DETAIL ON S-3) cv V� - - - r - - — -- — IIS O .,.� V On XF. %// . uikRAFTEIRS OV, Oi f J f J — — — — //i iii_ r m ONAL ---- -- - ❑ IS AREA W/ DGES 2"x 8' @ 16"O.C. j VAULTED CEILING BEL11 7 -LL — IL- —j I -.—, Jill ^ — — — — TE L— Nf�8'-2'P LA . v v IF TF IT II W ui VAULTED DORMER @R.N/Al 11 TED DORNAER IR PIT AHL I I I I I I I I O - - ` SHED RMER � f NO E: x8 VE MIN ,41 24" c. / z 2 SYP BUILT-UR 11_ A 1.1__. I� � I TF 11 -11 ��LrlrlL. II I I I I I I I CON ENTIO AL FR E -(3) 24 SY BUILT-UP OVE EXIST G HROOF 3) 2x SY(P BUILT UP POS SUP RTI G I I I I I I I I I I THISIP AREA 12"x 1RIDG OST - R 'ID E. WIT C2) TS30 &2" 8"RA ERS 24"O. W FROM Rir->dE TO POST AND NEW ROOF ITCH T BE 6:1 FROF PFPCF6 T4- 54M. �_- I /l/rte - — / coC) Fj cq ui cN �n o �.'-7 [� J LL- x N E: x8 VE MIN 14 24' oc. co x / o L u NO � xS VE IN A 24�� c z ❑ J (3 2x4 YP B ILT–U x x NOTED : BUILD NEW GABLE ENfY _J P STT BETA PIING C4 (14FROM EXISTING PLATE. w �- > o UJ zCD -�_ c 2x8i 011 SHED ROOF DORMER ROOF PITCH @ 4: 12. rT r , � ,,.s/1 111 �1111�r1�/ ��T-�•�•�� ,, .IT'S` ��, ' •, x. LAP CS18 STRAP OVER PT SILL PLATEzw r 'y.,_•�1 AND NAIL w/ (4)-- 10d COM INTO SILL - w cv r� cv (3) 2x4 SYP BUI T-UP l j LL j z "` POST OR 4x4 POST �= HTS30 STRAP FROM RIDGE d cn �' �� POST AND HTTIr FROM POST TO NOTE: OVERFRAI'''iE THIS AREA OVER WALL BELow. NEW OVERFRAI"tED ROOF SYSTEM. •• EXISTING MASONRY WALL x — — / �' \ �+ RROV II WITH PT SILL ABOVE / NOTE:ATTIC STORAGE 41 1_0 11 ' TO BE MAXIMIZED IN GABLE ROOF SIMPSON CS16 STRAP 48" o.c. THESE AREAS. WITH VAULTED CEILING. EW 2x8 RAFTER AND SHEATHING • U.O.N. • DO NOT SCALE II / / HTS30 STRAP FROM RIDGE TO THIS DRAWING i POST AND FROM POST TOS , RELEASE DATE: I , BEAM BELOW. CLIP NEW RAFTERS TO EXISTING ATTACH STRAP WITH (8)- r SILL PLATE WITH (2) H3 GLIPS 05-30-'03 II 3/16 X 1 1/4 TAPCONSCREWS ON WITHIN BOTTOM (3) COURSES � ��'� �""- -� �r��1%1.� I EXISTING ROOF SHEATHING. Y" x S" A.B. at 32"cc. MAX. REVISION DATE: (REMOVE AS REQUIRED TO ` ` � � � ~ ` `� (EXISTING) or oo-oo-oo II ADD AS REQUIRED. INSTALL NEW RAFTERS TO � ` ` � � � � ` EXISTING PLATE. DRAWN BY: EXISTING RAFTER. _ CF / DJM 11 CHECKED BY: EXISTING GMu WALL WITH FSS/ JKH PT SILL PLATE. VERIFY VERTIGAL REBAR or INSTALL GSI& STRAPS SHEET:c�. AT &'-0" H C Eoc, AS PER DETAIL. IN5TALLATION OF c51(o STRAP AT MISSING VERTICAL RMAR. 5 CTION AT NEW OV AMING AN1� EXISTING LATE S �4 2x8 RIDGE 2x0 BRACIIN 2x0 RAFTERS at 24"oc. 2x6 BRACING 2x6 RAFTER5 at 24"oc. �q 2x6 JOISTS at 24"oc. 2x6 RAFTER5 at 24"oc. 2x4 PURLIN Lu at 24"oc. Lu o ac 2x4 STUDS at W'cc. (2) 2x10 BEAM (2) 1 3/a" X II Ya" LVL 2x10 RAFTERS at 2411oc. S 2x6 JOISTS at 24",oc. •� N MT512 CLIPS z r .rrrr T512 CLIP AT EACH RAFTER \\-(3) 13/4" X II Ya" LVL j Q 7 P STB�� LT512 CLIP AT EACH RAFTER � N il Ll LJ L W (2) 115TA24 ♦ -54" x 5 Yd" PARALLAM POST V %ftwo■ ABU6h P05T BASE 0 C4 00 \\ q VAULTED L T E D 0- � t� AQ\ t SECTION A - A ( AT LIVING ROOM) � �. m ,�. w 0 N mVAULTED IIIA — VIII �) III" 2x RAFT SHED MER ERat 2 r— lZ VvL7 I = IIL _ll -_ 1 -_ IL 111 - I F (4, 3 n u -- - ---�_ _ II II I II II ,-� -- -- _ . -- - U.) c o W II II I II II � LL � - o p Lu IL z LLl 0 o --- _ --� Ll uJ Z C) N u- 1--- U) -- � � 4 / Q U a°Oo tV - --- = Q �— _G 00 �L7)u a. LLJ Llr�• Ll VAULTED II174 • U.0.N. 0 DO NOT SCALE ,^ El El THIS DRAWING a X RELEASE DATE: 05-30-03 REVISION DATE: 00-00-00 DRAWN BY: CF/ DJM II CE I L ING L Az�" OUT CHECKED BY: FSS/ JKH SHEET. S �3 L�2 0 ZW�,cLFM 5�t- FLOORS- LIVE LOAD- 40psf DEAD LOAD= 15psf (CARPET or WOOD) DEAD LOAD= 20psf (TILE) ('11 DEFLECTION CRITERIA: �J CARPET or WOOD= L/480 LL L/240 DL �J TILE= L/600 LL L/360 DL ROOF(TRUSS)- Ti'PICU)-ED RIP (5) LIVE LOAD= TC 20psf 4.0' 13C 1 opsf DURATION FACTOR: 1.25 TC 7psf i km (2) 2x10 I PICAL INT RI R ZO�1- (4) �l DEAD LOAD= BC 5psf � - ROOF(CONV_FRAME)- " 1 LU II ® L� - RAFTER LOAD= 10psf LL Uj OpsfDL sf DURATION FACTOR: 1.25 OPEN PORCH CEILING REQUIREMENTS: cc h CEILING LOAD= 20psfLL MINIMUM 3/a" SHEATHING REQUIRED ON 4x12 PT BEAM I � 0 ��ll I 10psfDL EXTERIOR CEILINGS. NAILED WITH 6d U -`- DESIGN CRITEIRIA: Vr 0 COM or BOX AT 6"oc. ON EDGES AND -©= _ - (2) 1 S/4" x 11 Ye" LVL 12"oc. IN THE FIELD" (TYPICAL) -- BUILDING CODE:2001 FLORIDA BUILDING CODE WIND DESIGN METHOD:ASCE 7-98 A� BASIC WIND SPEED: 120 mph N LLO FRAME THIS J r 4x4 PT POST ON SIMPSON A5U44 ,,, W LL x POST BASE w/ (2) SIMPSON H6 CLIPS BUILDING CATEGORY:II AT BEAM ABOVE or USE N WIND IMPORTANCE FACTOR: 1.00 0 (2) CRIPPLES 15OLTED TO CMU PERMAGAST DETAIL. (TYPICAL) x CV �*� r,, r;, WIND EXPOSURE:C � M W/ ? EPDXIED ANCHOR 18 241100. DESIGN FOR ENCLOSED STRUCTURE `� NEW DEADER & D sf Z 3) 1 " X 11 LVL WIND PRESSURES ON WINDOWS DOORS (psf) `1 > O U0 Enclosed Structure F._. _ DG P(5 TER NE AREA OF OPENING E E STRI ) IN IOR ZO (4) POS Neg Pos Neg ^�I "i�• 0 to 20 sf 31.4 42.0 31.4 -34.0 a I 20.1 to 50 sf 30.1 -39.1 30.1 -32.7 0 / L 50.1 to 100 sf 28.2 -35.4 28.2 -30.9 (� X _ 100.1 to 200 sf 1 26.6 -32.71 26.6 -29.3 U) m 200.1 to 500 sf 25.3 -29.8 25.3 -27.9 LU N 11 Base Design Pressure 26.60 GCpi=±0.18 1 - L-- WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR 7/16" OSB or 15/32" CDX E' -�_)_ THIS STRfJCTURE WILL >3E FASTENER TYPE FASTENER SPACING(in.) �_ • CIONSTRJGTED WITH STORM SHUTTERS OVER ALL WINDOWS PANEL SPAN¢ 2 ft PANEL 4 ft¢ PANEL 6 ft¢ PANEL FI AND GLAZED DOORS. 2 ft SPAN<4 ft SPAN<6 ft SPAN<2 ft ALMRNATE: INSTALL IMPACT (2) 1 3/411 x S Y I LYL RESISTANT GLASS AT ALL EXMMOR dLAZED OF1ENMCs6 2112"#6 WOOD SCREWS 16 16 12 9 II (3) 2x4 SYP BUILT-UP I " CV POST 21/2"#8 WOOD SCREWS 16 16 16 12 DOUBLE-HEADED NA S X 10d CDM or 12d BOX 12 6 1 4 1 3 yll P045T 5 Y4" PAR4LLAM L_.I r_ � __-I E---- ---I - --- 1 1/2"X#8 MACHINE - - SCREW IN THREADED X © II (J) 1 3�41f x 11 Yell L Y 1� 2-0E INSERT 16 16 16 12 �y - ------ - -- - - Note: Fasteners shall be installed at opposing ends of the wood panel. 0 1 - -- QD - N EXPOSURE G =LCN 65 t 1� I 01 F-) LLI C\1 SHEARNALL LEGEND Lo co CD 5 Y4" x 5 Y4 FARALLAM .� � POST -- - SHEARWALLS NAILED AT &"cc, ON EDGES �� CY) U) L X AND 12"oc. IN INTERMEDIATE SUPPORTS � LL M ( l WITH Sd COMMON NAILS. ❑ J U- ❑ O SHEARWALLS NAILED AT 3"oc. ON EDGES W > r AND 12"oc. IN INTERMEDIATE SUPPORTS �- W z 0 o a WITH Sd COMMON NAILS. J J O N LL - - - -I � 00 00 - - >�� NOTE : CONSTRUCT SHEARWALL5 WITH ���" .-. _..._.._ OSB or 15/32" CDX (U.ON.) LO CD EJ t� � NOTE REFER TO SHEET S-1 FOR STRUCTURAL DETAILS. N NOTE. ALL LOAD BEARING HEADERS SHALL BE A MINIMUM OF (2) 2x& No.2 or BT SYP (U.ON.) C`*� (2) 2x10 IV u: 4x4 PT POST ON SIMPSON ABU44 POST BASE w/ (2) SIMPSON H6 CLIPS w - �� �`'.•" oma` AT BEAM ABOVE or USE PERMACAST DETAIL. (TYPICAL) SOA STRAP HEADER TO CRIPPLES w/ (2) 1 SIMPSON MSTA36 STRAPS AT EACH /4 END. • U.O.N. • DO NOT SCALE (2) 2x12 THIS DR5 4EAfRUJ ,4LL AWING rOUT [REVISION LEASE DATE- 05-30-03 PA-51 EMB. STRAP 05-30-03 NAIL w/ 21- 166 COM. or USE PA-25 ON MONOLITHIC SLABS. DATE: 00-00-00 DRAWN BY: CF / DJM II CHECKED BY: FSS/ JKH SHEET: BRICK VENEER STJEX 'UA" ADM STUD TABLE ' 1"AIR SPACE STUD SPACING FOR EXTERIOR LOAD BEARING If/ACLS T&G STURDI-FLOOR �Nn CEILING No. 2 SPF No. 2 SYP No. 1 SYP DECKING NAILED AT 6"oc. LENGTH MINIMUM 12- 16d Or 1.ALL LAPS IN TOP PLATE OF DEAPUN&WALL5 SHALL EE HEIGHT 2x4 2x6 2x4 2x6 2x 2x6 'Vl 1/2" x to"ANCHOR BOLTS a 32" o.c. ON EDGES AND 1Z'oc. IN CUT CUT LENGTH SHALL BE 44" w/ 2" x 2' x 1/6" WASHERS THE FIELD, USE 6d RING LENGTH FOR 16" DEEP JOIST 16-- .131 x 3" IN THIS A MINIMUM OF W-O"AND NAILED WITH 12- 16d COM N (TOTAL) DOUBLE PLATE NAIL W NAILS OR 16- 5'x .131" CAM NAIL'-5. 2 x 4 PT SILL ON $ILLSEAL SHANK O SCREW SHANK. ZONE TOTAL ( / 8 ft. 16"oc. 2a"oc. 16"oc. 24"oc. 1 s"oc. 24"oc. w/ SST- SPH4 0 32" o.c. Bd COMMONS MAY ALSO BE 1 31" x 3" � 1 6"oc. 2.ALL GABLE ENDS SHALL BE BALLLOON FRAMED OR m USED. STAGGERED BRACED PER DETAIL. 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"00. 24"oc. 3.ALL SHEARWALLS SHALL BE NAILfEp AT 3"oc.OR W or-. l WEEP HOLES (AS NOTED) ON ALL ED6E5 AND 112"or-. INTERMEDIATE 10 ft. 16"oc. 24"oc. 16"oc. 24"oc. 24"oc. rn ® 48"oC. GALV. FLASHING 4' or GREATER � 6x6, 10x10 WWM OR MIN. SPLICE H/8d CON NAILS(U.O.NJ BLOCK:ALL UNSUPPORTED 16"ac. c¢1 FlBERMESH REINFORCEMENT SP N EPOEra WITH 2x4 FLATWISE B1-06*1r1G. SHEARWALL5 W SHALL BE 15/32"GDX OR 1/16"045B.N.O.NJ 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. w 2- 2x_ TOP FLATS BLOCKING OR SOLID (MIN. (3) 12" 4.STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ a BLOCKS) NAILED w/ 4- .131" x 3" SPH4/6 AT EACH END OF HEADEFR AND NAIL w/ 12- IOd 0- GRADE NAILS x 1 1/2 NAILS OR 12- .131'x 2 1/2"'GUN NAILS. 12 IL N/A 24"oc. N/A 24"oc. N/A 24"oc. V2x- STUDS NAILED TO EACH z 6 MIL VAPOR BARRIER OVER 5.HEADER STUDS AND HEADER GRIF'�PLES SHOULD E3E O TREATED AND COMPACTED FILL OTHER w/ .131" x 3" @ B"oo. 2a"oc. O N 1'LU q STAGGERED 2x_. STUDS NAILED TOOE:THER AT 6"oc.w/12td GUN NAILS(.131x 13 ft. N/A 24"oc. N/A 24"oc. N/A END 3'1 5TA66EREP. CLIP UNIT TO 5H-IOlr PLATT"WITH " LEAH I-SPH4/6 CLIP ANP NAIL WITH Imo- IOd x 1 1/2 NAILS 4- .131' x 3" NAILS AT EACH Provide minirreum P"' N.O.r1.) 14 ft. N/A 16"oc, N/A 24"oc N/A 24"oc. } 3 05's CONT. end distance BLOCK ¢ MIN. 25" LAP 0 CORNERS 6.ALL WINDOW AND DOOR COMPONEENTS MUST BE DESIGNED 8.. NAIL w/ i1 - fOd COM SST- SPH4/6 ® SST- SPH4/6 ® TO WITHSTAND THE D1=SIGN WIND LCOADS. 15 ft. N/A 16"oc. N/A 16"oc. N/A za"oc. � IN EACH END LENGTH TOP AND BOTTOME/z/--T?P / ( TOP AND BOTTOM ) AND BOTTOM Sirrrpson Strong-Tie ANCHOR BOLT WITHIN 12" OF 7.ALL GONNEGTOR5 ARE 5lmpson O)R EMAL.N.O.N) 16 ft. N/A 16"oc. N/A 12"oc. N/A 16"oc. !� 2 STORY CONDITION CS16 AT 3,2'• OC. U o CORNER 6. FOUNDATION DE516N 15 BASED OM MINIMUM SOIL u BEARING CAPACITY OF 2,000 p55F. NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25 AND W ^ TYPIGAI� MONOLITHIC f"OOTING W/ BRICK VEN1=>=R CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. 'SHEATHING. Lu 1 d TYPICAL 2-5TOFRY BETWEEN FLOOR STRAPPING SPF STUD GRADE MAYBE USED ON FOR LESS NOMINAL PLATE HEIGHTS ON SINGLE SCALE: NTS STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. F- 0- 1/2" x 10"ANCHOR BOLTS W 32" o.c. W/ 2" x 2" x 1/6" WASHERS " MANUFACTURER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR W 2 x 4 PT SILL ON 51LLSEAL W w/ SST- SPH4 ® 32" o.�. HTT16 518'xB•wEDGEANCHOR 5/8"THREADED ROD WITH MIN.10"EMBEDMENT m BOTTOM OF SLAB T T'fPIGAL FRAMING OF CORNERS AND PLATE LAPS SIMPSON LTT20 10-16d COM NAILS 6x6, 10x10 WWM OR L FIBERMESH REINFORCEMENT 1 .. MI INTERIOR BEARING FOOTING USE EPDXY ANCHOR HTT22 N/A 5/8"THREADED ROD WITH MIN.10"EMBEDMENT c) 1�• 1 ONLY WITHIN SIMPSON HTT16 18-16d COM NAILS = L """'"'- CONTINOUS 6•' OF EDGE CONCRETE. LTT20 � 3�____ _ �tX"-""'�"---- 1n°xrWEDGE ANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT 1 ` ` c� 8„ . PLUMBING WASTE LINE TRUSS SIMPSON HTT22 32-16dSINKERS PHD8 N/A 718"THREADED ROD WITH MIN.15"EMBEDMENT ) d r.. •r 6 IFIL BARRIER OVER 3-16d COM ® EA. SIMPSON PHD8 24-%"x 3'SDS SCREWS TREATED AND COMPACTED FILL •._r- $.. BLOCK (TYP.) a WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL O D/ 2 IS's CONT. L-Z-1-3-12d 'd. � ~I Q MIN. 25" LAP 0 CORNERS 4" ypy BOTTOM OF SLAB COM (TYP.) EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR HILTI"HIT"OR APPROVED EQUAL � 1. .. ~ 1'-a" 2 STORY CONDITION, USE INTERIOR BEARING FOOTING 2x4 BLOCKING @ 24"oc. w IS'WIDTH & 3 >Ys'sCONT. i2„ ----- -- ----- --- - NAILING SCHEDULE o , �,� .w _ �--#5's CONTINOUS TYPICAL MONOLITHIC FOOTING -Lu PLUMBING WASTE LINE REVISED 1 1/2 5/02 z SHEARWALL CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 q F LOWER REBAR AND FOOTING IF NECESSARY Lap In double plate 12 - 16d common 16 -0.131" x 3 1/4" gun nails 20 - 12d sinkers x TYPICAL INTERIOR SHEARWALL TO TRU55 CONNECTION 6" o.c. on edges and 12" o.c. in the O 4" CONCRETE SLAB w/ field with 8d common, box, screw 6" o.c. on edges and 12" o.c. in the 4" o.c. on edges and 8' o.c. in the I- 6x6, 10x10 WWM OR SW - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails FIBERMESH REINF. 7 P!_UMBING PENETRATING INTERIOR BEARING FOOTING r..�, Q 1 3" o.c. on edges and 12" o.c. in the w nmfield with Bd common, box, screw 3" o.c. on edges and 12" o.c. in the -j--- SW(3) - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails Z 4 ° °4 ° ¢ ° 6" o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x 2 SIMPSON PA 51 EMB. STRAP ENC. & PART. ENC- 1/2" or common, ring shank or screw 1/2" smooth, ring or annular shank gun r 6 MIL VAPOR BARRIER OVER 7/16" Roof S heathing, shank,4" o.c. edge nailing within 4' nails, 4'• o.c. edge nailing within 4'of LU TREATED & COMPACTED FILL NOTE: GARAGE SLAB THICKENED EDGE 120 MPH of roof edge and ridges roof edge (z.7 t) (1) # 5's CONT. OPENINGS TO 5' 11- 1 O commons in each end (222 Cn WIDTH USE (1) STEMWALL Simpson LSTA30 total) ¢ OPENINGS LESS THAN SPH4/6 TOP v Simpson LSTA24 9 -10d commons in each end w AND BOTTOM STEMWALL FOOTING (18 .. m TYPICAL NON-BEARING STEP FOOTING 3s- SHALL USE (1) KING Q & (1) CRIPPLE OPENINGS 5' TO n 10 - 10d commons in each end ¢ OPENINGS BETWEEN Simpson HTS30 (20 total) W 36" - 8'-0" 7' WIDTH USE (2) SPH4/6 TOP 13 - 10d commons in each end SHALL USE (2) KING STUDS AND BOTTOM Slm son MSTA36 (26 total) Lu & (2) CRIPPLES. SPH4/6 AT 32" o.c. Simpson SPH 4 12 - 10d x 1 1/2" nails (U.O.N.) NOTE: (TYPICAL) Sim son H2.5A 10 -8d commons (Total) �. IF OPENINGS EXCEEDS 8'-0" TYPICAL. STRAPPING (UNO) ' 4 n o (2) 10 - 10d x 1 1/2" in rafter; 1D - 10d Q O IN WIDTH SEE PLAN. NOTES: - rT� ¢ ANCHOR BOLTS IWC N YBE 4 Simpson H16 x 1 1/2" in plate AT EITHER SID DE4 � COF KING STUDS, z a" CONC. SLAB 2500psi w/ #5 CONT or USE 1/2" Simpson LTS 12 5 - 10d commons in rafter & plates 5 - 10d x 1 1!2" nails in rafter & plates F FIBERMESH OR 6x6-10/10 WWM x 14" ANCHOR BOLTS NOTE: PLATE MUST BE #4 BENT INTO FOOTING AND w SINGLE SILL IS CONT. BETWEEN THICKENED EDGE 7 - 0.148" x 1 1/2" nails in rafter& C �1 U) ACCEPTABLE FOR BOLT AND KING Simpson MTS 12 7 - 10d commons in rafter plates plates z ; .•�,•'r ••• � STUD O r. '.• OPENINGS UP TO 0 ••'-,y. #4 VERT. -TYPICAL- Simpson LTA 12 - i0d x 1 1/2" GRADE 7 5'-1" WIDTH ANCHOR BOLTS � - Simpson PHD8 24 - 114" x 3" SCIS screws z "~',r'; MUST BE WITHIN 1 #5 CONT. ¢ 12" OF KING Simpson MGT 22 - 10d commons ryn p �'•" STUDS Simpson HTT16 18 - 16d commons CLEAN, TREATED, COMPACTED FILL - 1/2" x 10 PLACEMENT OF SI MP50N PA51 1~MB. STRAP Simpson HTT22 32 - 16d sinkers ANCHOR BOLTS w AT 32" o.c. tL (TYPICAL) � TYPICAL. FOUNDATION IN GARAGE �uLl-1� r, TYPICAL HEADER STRAPPING MAXIMUM TRUSS UPLIFT OF (-��I r T SPH4's @ 32"oc.TOP&BOTTOM= 865#'s ON TRUSSES SPACED eJ scALE: /a"= 1'-0" SIMPSON MTS12 Cn 2a"oc. 2x--RAFTER SEE PLAN FOR SIZE AND SP Q� �# LL `�, MAXIMUM TRUSS UPLIFT-OF 2 x 4 STUDS ® 16" o.c. II�1 O No. 2 or Bt. SPF 2x4 LOOKOUTS AT 24"oc. SPH4 s @ 16'oc.TOP&BOTTOM= H 1640#'s ON TRUSSES SPACED NAILED AT EACH END WITH 7/16" OSB SHEATHING NAILED AS PER CLIP STUDS 7nF AND BOTTOM W/ SST- SPH4 0 32" o.c. (2).131'x 3"NAILS. 24"Oc. � W NAILING SCHEDULE 2 x 4 STUD 1/2" x 7" WEDGE ANCHORS ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#s ALIGN w/ RAFTER d L 0 32" o.c. SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. ROOF SHINGLES OVER 15# FEL72 4" CONCRETE SLAB w �--- sxs, 1ox10 WWM OR SIMPSON MTS12 CLIP STRAP STUD TO DOUBLE O) FIBERMESH REINF. PLATE w SIMPSON MTS12 o AT EACH RAFTER �2 u 6 MIL VAPOR BARRIER OVER 2x4 BLOCKING BETIDEZ NOTE:%6"HARDI-PANEL SHEATHING MAY BE SUBSTITUTED TREATED & COMPACTED FILLilIr LOOKOUTS. FOR%6"OSB SHEATHING SPECIFIED WITH A Toc.EDGE (� VERHANG NOT EXCEED IS" z 4 _ ° ' ° 4 NAILING PATTERN.NAIL w/6d GALV.COMMONS at 6"oc. Ly • 1. 71 Z.- ' AT EACH LOOKOUTp ON ALL EDGES SUPPORTS. NAIL RAFTER TO CEILING "° r�- 0 d•° // 2x4 BLOCKUNG NAILED AJOIST w/ 4 - 12D com. (MIN) EACH END IIUITN(2).131"x7 F.T., (2) # 5's CONT. NAILS. 8 1'-4 $ NOTE: FOR 2-STORY CONDITION o W USE 1•-s'• WIDTH w/ 3 #5's CONT. ooF SFIEATHING HURRICANE ANCHOR AT EACH TRUSS h�n�o+ r; '''•, z T OPTIONAL FRAMING ,4T EXTENDED / CLIP STUDS TO DBL. PLATE w SST- SPH4 @ 32 c. • , o TYPICAL INTERIOR BEARING FOOTING CONVENTIONAL FRAMED GABLE ( SEE SCHEDULE ) / . . �� ''•. ,, jTER x6 SUB-FASCIA r x4 BLOC.KlWa END WALL 0 RHANG NOT EXCEED 12" (2) 2x- SYP DOUBLE TOP PLATE w/ 2 x STUDS @ 16" o.c. �- : 06- Lu Ir xd STP at 12"oc.EXTENDS SST- SPH416 AT 32" OC. ": .r� = �' / �. wm 2 x 4 STUDS 16 o.c. W-fD BACK MIN.PROM GABLE OE 941L w/.131"X 3 Y." f `�•- 4 No. 2 or Bt. SPF E;xT!~RIOR FACE.NAIL TO EACFH NAILS at 12"oc. '', ' '" �•' = O GEILINCK JOIST w/!2J Ed NAILS CORNICE DETAIL AS BEARING WALL v % � ~ CLIP STUDS TOP AND BOTTOM STATS STRAP at 48"ac.or �� O W/ SST- SPH4 0 32" o.c. )rILIWs JOI�"T HQ pC. o ABLE END WALL STUD: , �� 1 '`�� Rq• ¢ 1/2" x 7" WEDGE ANCHORS 2x4 at I6"oc.NOT TO PER BUILDERS SPECS I)I%\` ,��_--` „ Gj 0 32" o.c. EXCEED I0'-0"NEIGNT. 2x_ SPF #2 STUDS AT 16" OC Y2 1�\�"I` --O a 4" CONCRETE SLAB w/ _ tM AP a 0816 c. LSTA24 (SEE STUD TABLE FOR SIZES . Q 6x6. 1oSH EIN OR STRAP at EACH NAIL w/(s) • DD NOT SCAT. W FIBERMESH REINF. I+ad IN EAGN END. RrUJALL CEILING OIEH.AIL CABLE END WALL AND SPACING AT VARIOUS HEIGHTS) X �I - •: .• STUD TO DOUBLE TOP THIS DRA WING - - PLATE lU1TN f3) 131"x 3 Y." 1/2" x 10" ANCHOR BOLTS @ 32" o.c. RELEASE DATE: W ' • NAILS 7/16" OSB SHEATHING NAILED AS NOT �> » Y w/ 2" x 2 x 1/8 WASHERS $" 6 MIL VAPOR BARRIER OVER OLIEiLE TOP PLATE ( 03- 25 - 03 LL ••• s• TREATED & COMPACTED FILL 2 x 4 PT SILL ON SILLSEAL W PICAL WALL w/ SST- SPH4 @ 32" o.c. REVISION DATE: � (2) # 5's CONT. m 1'_4• ABLE END WALL STUD CONSTRUCTION � NOTE: FOR 2-STORY CONDITION F USE 1'-8" WIDTH w/ 3 #5's CONT. Z6x 10x10 WWM ORLL 00- 00 - 00 ¢ 3)Sd NAILS TYPICAL FRAMING AT � FIBERMESH REINFORCEMENT L, TYPICAL INT)rRIOR 131;ARING STEP I'0071NC� CONVENTIONAL FRAMED GABLE �, DRAWN BY: z 1' x4 BLOCKING I $ W w/(4).131"x 3" ti.. NAILS END WALL - 2 :.,..:V, DJM II W ALL MEMBERS SHALL BE SYP ,• 6 MIL VAPOR BARRIER OVER TREATED AND COMPACTED FILL OUBLE 70F PLATE $ CHECKED BY: W " e •� 1 2 #5's CONT. DJM II BCz DETAIL 1' MIN. 25" LAP @CORNERS 2 STORY CONDITION, USE W LOGKIN = CLEAN COMPACTED FILL 1 #5 coNT. � R„ � LU ���== 16" WIDTH & 3 # 5's CONT. SHEET: TYPICAL GABLE END B1R/46I146 TYPIGAL EXTERIOR NALL 5EGTION z � TYPICAL THICKENED EDGE FOOTING ti 0 z 0 7rcVEILFTP � - ' ' 1 . Roo-icing shall comply wiLLh 200.1 FE3C Chapter 15, 2001 Florida Building ( ode, ASf" 7-9-48. 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. U-111100MTES: 3. Follow the manufacturer's attachment schedule for the wind zone oftheStructure. 1 . It is the in'Lent of the Engineer of Recol-d that this work be in conformance with all requirements of the authorities ha-vinn iurisdiction over this type of construction -and occupancy. All contractors are responsible for the means 4. Asphalt shingles shall comply with A.STM D 3161 . and methods of constructing and shall %do their work in conformance �_Ajtith all applicable codes and regulations. Z. The contractor -shall verify -011 conditions and dimensions -at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 0530 LAISUCLE ;5/ TIVIS 402 Masonry Building Code. 1'nn'-ac'o - shall supply, locate and build into the work -11 inserts, anchors, angles, plates, openings, slee---Jes. hangers, slab depressions, and pitches as may be requirted to attach and accommodate other work. 2. (._'Poncrete masonry units shall be ASTIVI C90-75, Hollow Load-Bearing ConCrete Masonri Units, Type 1 , Drade NA normal weight, with a minimum compressive strength of 2000 T 4. These documents, as instruments of service are the property of the Eringineer of Record and may not be used or reproduced to A without expru-ssed writLcn consent of the 'Engine-er of Record. 3. Mortar shall conform ASTIVI C270 and be of type S. 5. All details and sectionS -shown on the drawings are intended to be typiical and shall be construed to apply to any 4. Grout whcn specified. shall conform to ASTIVI C 4716 with minimum 2a day roompro-s-sive strenqth of 2000risi. IN ON ff -tail is shown. similar situation elsewhere in the work except where a erent d%... Grout shall be mixed to provide a slump between 8" to I V. 6. The owner will nrovidu- contrafC.-tor with C- soil's inve;stigation report and analysis. All requirements for site preparation 5 Provide pre cast concrete lintels over all openings unless noted othenolise. on drawings. LLj and soil compac'Lion spe-cifiedl in the s-oil report shall be followowd ljnles�s additional more stringent requirements are 2 1 Linte.-IS shall be of sufficient -size and reinforcement for the given span loadinai Conditions. Notify Ennincer of Record if foundation conditions encountlered differ from soil exploration information made available to the contractor. i It. is the contractol-'s sole responsibility to determine lerlection pnocledurpe and sequence to insure the safety ofthe building A shall be used for all wood framinn exrCept as modified LZ I Ion. Is component parts during erecti an it- 1 Chapter 23 of 'the 2001 FBC building code b-y the plans and specifications. i-lontractors Sh2lI bia, responsible for all temporary bracing that is required during construction 2. All wood framina shall be fabricated and installed per f-ILLTC, TPI, and National Desicin Lo keep sturucture safe and plumb until the entilre.- structure is in place. Bracing shown on structural drawings is for the completed stimcture only. -Specifications for Wood Construction. W. All framing anchors and connectors noted on drawinris shall be manufacturerd by Simpson or equal. 97. Where subsurface soil condition information is not available, foundations have beer, designed for a 2000 psf soil bearing capacity. -ontractor shall report any differing conditions to the Engineer of Record prior to commencing work. 4. All wood members exposed to weather or in contact with maz-)onr,,i, concrete or soil shall be prenssure-tre'ate'd. C%0`F I_S T P,L W1 C T I Lo)IL F I F=10'T E.S D m. 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvaniZed to ASTIVI 153-80. %CONCRETE: .0 LF 6. All metal connections and fabrications shall comply with A-I._'130.C. specii'licc-3 It i Ons. 1 . All concrete shall have the following minimum compressive strength cat 28 dalys: C,4 7 2500psi 7. Prefabricated structural trusses shall comply with NFPA National Design op=f-ifi-ations for e r- �4 'N Lo N TOotinas and r aining concrete-------------fc=3000psi Wood Construction, IPI Design Specifications for Metal Plate Connected VNood Trusses, and AITC'. 100. -0 8. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. All concrete sl hs, on ar-d-----, shall the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqu rn 7n- LL barrier. Such slalus shall be reinforced with 6x6o W! .4 x 1 .4 vovvrn lappef_,Od 8" at edges and ends in conformance with A )TIVI rZ Fiber mesh Rein forcement shall be used with minimum 2" fiber lenrith at 1 LB/CY complying with AS)TIVI C 1116. LU 9. Contractor shall coordinate with truss manufacturer to ensure adequ te bearing is provided at IIJ eand reactions of all Qirder trusses. CL >_ > 3. Fill under con-crete slabs shall be clean sand free of debris and other %deleterious material. Fill shall be compacted to a W Z den;,-itv of at least 9753% of rvIodified Proctor Maximum Dry Du-nsit,, (A'7M D1557). Fill shall be treated with termite L_ 0 N 10. Truss manufacturer shall submit shop drawings and design notes wi1h an engineer's seal for approval. (0 ,noison before slab is place,01. co Design notes to include the rated load capacity of the truss to truss connectors, and mcanufoacturer's licenSe, 00 to fabricate trusses utilizina the connector system proposed. The contractor shall -approve fabrication and Lo 4. Footings shall bear upon undisturbed soil Or upon soil compacted to va density of at 95 % of Modified Proctor Maximum D ry D e n ity (AST M D 1 .5 57 f o r a d e nth of at I east bi-jo feet. (2"' be low th e bottom of th e footi ng. installation drawings showing size, shape and layout. Lo !.,'Vhern shmz%ln con=,s of block m oasn.nry shall be filled with coarse grout or pea 11 . Bracing of trusses during erect-ion installation shall comply with TPI BWT--170^. gravel concrete Nivith minimum compressive strength of2-500 psi at 210 idays. All ------,ned to th-eir supporting walls or beams with 4.4 12 prefabricated wood trusses shall be securely fast 6. Reinforcing steel shall be ASTIVI AA015 Grade 40 deformed new billet s1eel hurricane clips or anchors as noted in the Truss Connector Schedul-,-.,1. 4.1 1 ..-t nflitions). en interior wall surface frorn floor to ceiling. 13. At volume ceiling conditions, align trusses to provide a smooth, unbiroke L, T I All continuous vertical and horizontal reinf rcing steel in TOotin s, beams and COIum n.Q shall be lap spliced -a minimum o-11" .356 bar diameters or 24", w1hichever is greater. 1 . S113tructural steel shall conform to AISC Specifications for Desinn and F7abrication and LErection of Structural ZSteel for Buildinris, 8. The followinn minimum ConCre-te -cover Shall be pro-vided for reinfOri-Cerment: I C:J (latest editions' --------------Concrete cast -ri-inst -nd nermanent1v ex-nosied to earth. PRO NV ---------------..oncrete exposed to earth or weanther, #6 Bar and larger. 1 1/Z- ---------Concrete exposed to earth or weather, `5 Bar and smallex. -q Welded r-onnect' WS D1 A 1 1112-----------Concrete not exposed toIA4,e-th4=- o- in contact with earth for the primary reinforcement, b. n-. S DRAWING THIS ties, stirrups, and spirals in beams and columns. '_%truc"ur,,:;I -steel shapes, plates, etc. shall conform -------- ASTIVI A-36 RELEASr -JE.. Horizontal beam and footina b rs sh 11 br% bent 2F" around rcorne-rs or corner bars with a minimum 25 0 1 10. "Lontractor shall provide spaCers, Ichalins, bolste-r, tetc., nceczessarx,,, to support reinforcing steel. CIO-00-00 rt items which bear on exposed concrete su f0ces shall have ends which are plastic tipped or stainless steel. DRA'1%.AJ N BY: Support L Cr 11 All reinfoorcinq details shall ClAonplorm to Manual of ZE-3tandard Practi,;,,,e for detailina. reinforced concrete structures AiC'I 315 (latest edition')7 unless detailed otherwise -on the structural drawinns. [CHECKED BY: DJM 11 122. All concrete vklork -S-hall be In caccordam--,e with "The Building Code Requirements for Structural Concrete", SHEET: AC_'JI 318 killate-S-t edition), and "Specifications- for Structural Concrete for Buildings" ACI 301 (latest edition). 3;_0 5/ � r r EVIN F� , MULA, 1CAN 12 FIBERGLASS SHINGLES ON 15# ROOFING FELT6 OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATING 2" x 6" BLOCKING BETWEEN TRUSSES + OR 7/16" O.S.B. ON CONVENTIONAL FRAMING. MATCH (ONLY IF APPLIED RAFTER TAIL 2" x 6" P-T. BLOCKING BETWEEN TRUSSES RISFINC FALLS BETWEEN FRAMING). APPLY AFTER RAFTER TAILS. R-30 INSULATION'W/ 5 COURSES OF P.T. 2"POSITIVE AIRSPACE 1" x 6" T&G SHEATING. UNDER SHEATHING. P.T. 2"x 6" RAFTER TAIL. SMOOTH FINISH ON 5/8" DRYWALL CEILING. CONTINUOUS ALUMINUM EAVE DRIP ON (2)2" x 6`42 SOUTHERN PINE TOP PLATE CONTINUOUS P.T. 1'x 2" NQSING OVER OPEN RAFTER TAILS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES w ON STRUCTURAL MEMBERS AND CONNECTIONS. ' 1" x 8" P.T. FASCIA g W/2"SCREENED VENT a HOLES @ 2'-0"O.C. N BETWEEN RAFTER TAILS. - c X U 0. W 0. Q CEDAR SHAKES ON 15# FELT 1 1/2" DRYWALL ON 2" x 6" OVER 112" EXTERIOR GRADE I STUDS g 16"O.C.- PLYWOOD SHEATING ON 2"x6" STUDS @ 16"O.C. R-13 FIBERGLASS BATT INSULATION BETWEEN STUDS SEE STRUCTURAL NEW 7 1/2"WOOD BASE 4"CONCRETE SLAB 2500 psi WI 6x6x10x10 % Tr; r• W.W.M.ON 6 MIL VAPOR BARRIER OVER GRADE 'r TREATED AND COMPACTED FILL. CV ENo: DATE: REVISIONS: 2 3 4 HOME P,,�NOVAVON F Dr wall Section ■ F-x-rF P1Dr WPI_L 5F C-i-1 O N 5 This drawing Is an instrument of service and the property of Kevin E. Mulllcon. and shall remain his property. The use of this drawing shall be restricted to the original site for which It Is pre— pared and publication thereof Is expressly limited to such use. Job No: O2_2,01 y Sheet No: Date: �5/30/200-5 Scale: 12'1-,' 0A6 Drawn: K.Q.M. Checked; r KEVIN E� , MULLICAN , pr, 516NE h 'INC I -7-4 �� �7-74 Kr,Y 72C;V l_'JIJr.c' i2C REC ................................ _ A A' SCON.-LLLI r. \ — 1 ........................... 0'i1.Er sEc / I I I I _ ----_-- — --- I I ................................wo :r xG I•J r, {'�}r I I Z / a ,TO / I \\ i ................................ LANDSCAP FAN! I PH NE _ / LIGHTING \ / I F.F. LIGHTr, "I If ..................... lfT JI / I wP I .' \ I WP //�/ I / WP GFI I GFI / GFI _ T _ SCONC ILT�TLT_..I.E [T I7. 11.I�;.- .'- — E.o;t .,i,,.,. SPA GFI I I \ -/ -.--.� S O� I I L17 � TIR=C \ I I I F M 1 I - _ -I I 11 I EXISTING® I I `�N S ON(:E I I I I l•- 1 L- J f .._ I I I I _ / I 11 \\ I I r r r - I I ! I I ELECTRICAL I \\ I I I I I I I I I I I I TO REMAIN 30 RECrf --Tr --�1 i�tEC I I I ................................ .hk� +A,�I:�"E G'% J;1: EXISTING EXISTING F j \\\\\ 1 I \\ I ?\+ I I j j pref>v / / I TO REMAINL ELECTRICAL ^..t ' Ls?� 'ti:"`rftr.kT I I I I r I I I I I I � TO REMAIN I 2 °_.,F ! L�_. LI_. / __ __ _ _ I \ I I I/i I I 1 I I I / // / \\ [ 1 \ I I I I I I I I I / ~\ SPOT 11 \ I /I I - k1-��� I Z 4 I I / REC REC /�1'Il J I I T O \ REG REC I I / I II � � _ \`•0 _0--`, %REC I 11 I I \ I I I ! I I 1 I I I I 1 EXISTING I v I I I I \ I I \ I • - _....._ --- r / � I I� I I� I I I I \ I I \ I ELECTRICAL � � a • TO REMAIN 11 GFI A/C \ I ................................. r'.o-�1,i F�\;W''N LI(,�" I I I PENDANT �yI I / CAIS \ \ .L-— -L 4-�- L i. �_ ---�,�.___ UNIT I I \ _. .. -- I ................................. ��#1 i 44I I \\ \\ S I Igp / B S // _ SPOT \\\ Grill \\ I \ _ / - \ ........................ -....... //aYSWITG-+ I- I _ FA 1 / \\I i 0C L REC \\ REC REC I I I y.� \ / �Np `~ C I I / \REC \\ REC \\ dIAY 5Ni`'' ' LIGH / *A6 r \ REG I L FI \\ / --_ `�\ \; / I II \\ \\ / \ EXISTINIGLZ] Jif:C(rJ [:;;r +nq,"C I 4 / , \ \ \ / \ ELECTRICAL \ TO REMAIN '1 WP I G 11 UN \ /// / / I II \I \\ !/ \ ..1t.'(1(j^t C3UX I GABS REC / Rc J i I I II [ EXI ING q \ / 1 I-�\ /-� 8K P I I i I I \\ I PENDANT I SP T ELE-TRIC E0 r �JII I I 1 TO MAIN0[ ................................. GFI GFI \ 1 1 I I \ I \ J // I 1 I I \ 1 1 �'AO , / 12 REG4k, p - - .......................... (TdF: ' t CAO RE1 44- 1 Q R �\ G'I %EC I I \\\ ��_ f'r_ \ / \ GFI I I ��- \ UNI GFI 44. I _ /rl�`A ................................. GFI /� 44. PEND - / \ \ \\ �� 15r; aa• � - 1 / CAB, GFI GFI GFI / /r_ 1 1 r PENDANT ! -A/C ! - \ / i \� No: DATE: REVISIONS: f UNIT l \I 1 / I 1 1 #2 �� \\\ --- - GARAGE �L// .I GFI I 2 I LIGHTING- I / PENDANT 3 FOR I TO GAMAGE DOOR I LANDSCAPE ■ ■ I qP ER I LIGHTING--- 1 - 1 - -- - --- pT1 SCONCE ' - THF, PICI`N\50N ' 5 I , I GFI I \I GFI TO SWITCH \\ IN FOYER _ q-F1 r_�_17-. _ _ �L�C�ICAL ONCE / SCON E PLAN This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall r tri be restricted to the original site for which it Is pro- pared re- such use. publication thereof Is expressly Ilmited to A'' - 1' 011 Job No: 02-2C9 Sheet No: Date: a/X0112003 Scaler 1/4 '- '-0" Drawn: U.M, Checked: i r - F- , MIJI-1- ICAM PF, 5I6MFPj INC , 1'-0"x 3'-0"DECORATIVE VENT ARCHITECTURAL SHINGLES ON 15# ROOFING FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING OR 7/16"O.S.B. ON CONVENTIONAL FRAMING. NEW CONCRETE SIDING ON 154 FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2" x 6"STUDS @ 16" O.C.. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER _ OPEN RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T&G SHEATHING OVER P.T. 2" x 6" RAFTER TAILS. NEW SMOOTH STUCCO ON LATH ON _.___._._... �.__ 15# FELT OVER 1/2" EXTERIOR NEW PLATE TO MATCH GRADE PLYWOOD SHEATHING ON -..__.___._____...__-.__-----.___ �.._._...-.-_ ----.----.-_��_._. -- _ _ ---� - EXISTING 8'-2"PLATE 2"x 6" STUDS @ 16" O.C.- _ �---�-�••-_•- Ir- TOP OF WIND W - LATE TO - _ BE FIELD ADJUSTED N ZD lD EXISTING FINISH FLOOR 1,0"O"o.......... east 6Ievahon V-0"x 31'-0" DECORATIVE VENT BRICK'VENEER CHIMNEY �1 I DECORATIVE WOOD SHUTTER T'. 10'-0" PLATE r -� 10'-0" PLATE No: DATE: REVISIONS: AT NEW PORCH - AT NEW PORCH NEW PLATE TO MATCH �_. _�—__�_ _�� T_�___ �_ �___ ___._ ___ __.._..__ __ NEW PLATE TO MATCH 2 EXISTING 8'-2" PLATE ----------- -- ____._ -- �._ _ _._-- -- - --- EXISTING $'-2" PLATE - TOP OF - i -- W[J �� �.�. WIND W 4 .r o t - - o ■ ■ co 1ILLIA (0 N OVATI 0 N N �r r , F DP: EXISTING FINISH FLOORL EXISTING FINISH FLOOR F-XTF,P:IDP 2 `h`��� �I�\V/�(O� This drawing Is an instrument of service and the VV property of Kevin E. Mulllcan. and shall remain his property. The use of this drawing shall A4 � � I�q �� It Is pre- parebe restricted d publicati original site is expressly limited to such use, Job No: ()2-709 Sheat No: Date: "1003 Scale: Drawn; Q.K A4 Chocked: ■ ■ �20 741aFIV P, r a MULIL' Iclz ARCHITECTURAL SHINGLES ON 15# Q� J ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD,SHEATHING OR 7/16"O.S.B. ON CONVENTIONAL FRAMING, CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. 5 COURSES OF P.T. 1"x 6" T&G SHEATHING OVER BRICK VENEER CHIMNEY P.T. 2"x 6"RAFTER TAILS. P.T. 2"x 2"WOOD IN OPEN GABLE NEW SMOOTH STUCCO OVER EXISTING BLOCK. DECORATIVE WOOD SHUTTER •,_ 8"x 8" PAINTED r WOOD COLUMN L- rrr r, 10'-0" PLATE 00000 �0�0❑� - . � AT NEW PORCH NEW PLATE TO MATCH T1 il L - EXISTING 8'-2" PLATE — z TOP OF U U ___j) U WINb W r_— -XI co - - b L_ L� �.. �rs EXISTING FINISH FLOOR STAINED CEDAR FACING OVER PRE-FAB OVERHEAD GARAGE DOOR. ARCHITECTURAL SHINGLES ON 15# ROOFING FELT OVER 1/2" EXTERIOR north elevation GRADE PLYWOOD SHEATHING OR 7/16" O.S.B. ON CONVENTIONAL FRAMING, pi I' o NEW CONCRETE SIDING ON 15#FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2" x 6"STUDS @ 16"O.C.- CONTINUOUS ALUMINUM SAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 5 COURSES OF P.T. 1"x 6" T&G SHEATHING OVER P.T. 2" x 6" RAFTER TAILS. NEW SMOOTH STUCCO ON LATH ON P'.T. 2"x 2"WOOD 15#FELT OVER 1/2" EXTERIOR INV OPEN GABLE GRADE PLYWOOD SHEATHING ON D)ECORATIVE WOOD 2" x 6"STUDS Q 16"O.C.. &NUTTER 81"x 8"PAINTED MOOD COLUMN 1 13'-0" PLATE AT , NEW SHED DORMER 10'-0"PLATE m - 10'-0" PLATE AT No: DATE: REVISIONS: MASTER DORMER AT NEW PORCHo❑QQa� 1113��� --- 1 r m m m NEW PLATE TO MATCH 2 I 1 EXISTING 8'-2" PLATE I ( TOP OF � 4 � I � WINDQW 4 Z-) C) Y N C9 TION __ I — _ FOP" . I I I Ij EXISTING FINISH FLOOR _j E�x-rF'F,►or _.- This drawing is an Instrument of service and the _N�( and holl 2 �Q�,a i✓,h I��/ ,�Q� , remain his property.erty of ) The.useuof this drawing ge hail be restricted to the original site for which It Is pre-- A pared and publication thereof Is expressly limited to. such use. Job No: 02-2Cq Sheet No: Date: Scala Drawn: K I� Checked; - M ■ 326 7WELFrll ■ ■ KEVIN F , MULLICAN • b� �IGN� I�� INC , ' 30'-6" % Q 4) -7-4 �2 - -7 12'-0" 18'-6" 18'-6" 15'-Q" ■ ■ 12'-10" 5'-8" 3._0. 91~0" 31'0" 6'-0" 6'-0" 5'-8" 7'-2" 8" 1'-8" " 8" 1'-8" 8" HATCHED AREA NEW WALL STRUCTURE. DENOTES NOTE: HATCHED WALL AREA DENOTES NEW CONSTRUCTION. 0 z , - IJ 11111 Ll-.-L=,LLL 3 28310 LASE � � MASTER s PATIO'. O sY , z o r > 4 =, 40L Lid-MLI I ° ---- - - - -- -- - ----- --- ` 2 T W w W - I i i i °q 4 _ ¢ OFFICE ' 1'- `L C? - - FFFFF I _ --- Q 8'-2"CLG ' °° __�T68 I 1 (3)3 F ENCH - N RIT 7,4„ 3'-1„ ,-7„ I I I Ico I 1 I 0? I I I J Nto C2 / LIVING _ FAMILY PORCH y I I PATIO I 10'-0" PLATE I I 2068 I HIS 1 I VAULTED I 1 Z, 1 8'-2"CLG I So SJ ¢ 00 STORAGE I I I I I EXISTING EXISTING o ' - I I RELOCATED DOOR I 4 WINDOW WINDOW ---- N 2068 _ _ __; 1i1 111-1111-CIT 1=T7=1111-14-.._ _ ����FROM DINING 00. TO REMAIN Y" TO REMAIN - 6068 FRENCH W/ , T _ r____ '�06t3FIX FRENCIfI 0 MASTER ACH sl i i i i i VAULTED CEILINGI - I I I I I I I I t l I I I W OL . C9 _ 4 x 6 BATH I I I I I I I I I I I I I I I T �n w TUB 9-0 PLATE AT SIDE WALLS _ -_ M 8'-2"CLG I I I - - - �. . _� .LL - - - -� I t I U ¢ O 8'-2"PLATE AT REAR WALL - ' 00 � i HERS 1 11 11 II II II NOTE: PROVIDE NEW CABINET II W W 8'-2"CLG I I I I I I I I I I I I 1 AND SINK WITH NEW LIGHT 1 I I I I I I 1 1 I I FIXTURE AND MIRROR ABOVE. 1 1 I I I LIVINC�,I I I I t I w z SE I I I I I I 8'-28'-2" PL6 E I I I I I I , I VAULTED CEILINGI 11 I a PLAY ROOM BATH #3 BEDROOM #3 co WITH SHED DORMER. I I I z w 8'-2"CLG 8'-24 CLG 8'-2"CLG z 2068 - I I C14I I I' I I I I I I I I W C7 ¢ _ ~~ O a t I �__— _ IJ �r- -11- - � lJ---- �LI__ - -- LI— _ .4 7 LL F z Q q cv C LINEN q I �' I r -- - IT----,-� -- -- - -- -i-I- - - rl- -- -� z ¢ cn c_n W cv CV 1 I I I I I I I t l I Iz zca u� u� x - o _—_— - 406$ I I I ! I 1 1 I I I I I W I•_ i I II II tl II II I � 1�1� t II I I I I I I I I I I I tp 1910 I I I I I I I I I I I 61'10 3'-7" L '-11" N 5'-5" 5'-10" 1 1 2, 3" I II I I I I I I I I I I I II II I tl II tl I II II II II II II I ' I W - i•- � I II 1 1 I I I I 11 11 I Q 2468 2868 1 0 11 II II II tl 1 r r I II t l I I I I I I I I EXIST EXIST EXIST EXIST � � I II 11 II II II II I 4ID U) Z o -- O O 4 0 N I II I I l I I I I I I ____ GUEST EST I I 1 1 42" HIGH BART I t l I I I UNIT' ' LL) z 8'-2"CLG I EXIST EXIST XISBATH a-2CLG 0 DN IOD T I ' #1 1 I I W I— N a `U)� RF or LAUNDRY/ I I DROP AREA ' t I I I 8'-2"CLG I I 1 BATH #4 I I I I I I I 8'-2"CLG BEDROOM #4 ,406 .BI LD I 8'-2" CLG (D - 5QUXT r 0096 W P O W N ---CLOSET -, 00 ISLAND KITCHEN I I FOYER I I DINING NOTE: PROVIDE NEW CABINET Ln z RANGE $'-2" CLG 8'-2"CLG I I 8'-2"CLGAND SINK WITH NEW LIGHT W FIPST 1 LUOp A/ (; 1C�8(� ,r. ce) I a D I I FIXTURE AND I!�AIRROR ABOVE. G � 400 1 D I I I I I I Q z EXISTING __EXISTING STO 20I I I I I in S Z 3 WINDOW WINDOW 3'-6" - , z 0 W TO REMAIN TO REMAIN ofk 5,F,: �67� 5,F, - O W § r ._ z NOOK zELATED G T __ — 310210 m 8'-2"CLG m EXISTING I 3068 FRENCH I EXISTING LIVING IREPLACE EXISTING �, FRENCHL 4 TO REMAIN I W/2068 SIDE I ROOM BAY SIDE N WINDOW No: DATE: REVISIONS; It\ #2 ITS i STO CASE I �., LIGHT ! WINDOWS TO REMAIN 1 dam' MATCH 2 EXISTIN (3)24310 CASE GARAGE --I KITCHEI r 4 _ N i ENTRY PORCH I --_— 8-2 PLATE WINDO I 0° I 10-0 PLATE I 3 VAULTED I 4 Q IU4) W O I $o I I I N STOW Z .- - _ O 1-- ,--------- -. - - -- y i L in (n w ' I in U 7} CO cp 0 I I 00 2'_0" 4'-5" 4'-5" 8" 1'-8" 8" 9,10 [8" V-8" • I I — r� 1 t 6-0" 8'-10" 6'-2- T-8" I I 21'-0" 15.0" PLAN This drawing Is an Instrument of service and the T-6" T-6" property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It Is pre- 3'4" 15'-0" floor I�� pared and publication thereof Is expressly limited to such use, �I 01, Job No: 02-209 Sheet No: Date: 5/50/20(1)i� Scale: I/411 '-OS I Drawn: K.�.MA2, Checked; 1 `1901,0 1 RINt--. KE V I N M U1, L I CAN �� iraro Exi�nrdc;, :nlI3rJ6, iNroN.N, P� �I � N� �, INC A q s 30'-6" , ' Q� l a 4 4" CONCRETE SLAB 2500 psi W/6x6x10x10 W.W.M. OR FIBERMESH ON 6 MIL VAPOR WI :LI 4 Cot`tf BARRIER ON TREATED AND COMPACTED FILL. 1'4"x 2-0"CONTINUOUS CONCRETE I ' I FOOTING W/3#5's CONTINUOUS& + I a r #41s TRANSVERSE @ 24"O.C.ON 4 1. COMPACTED SUBGRADE. 'i •I 4"CONCRETE SLAB W/8"TURNED DOWN ED)GE ° 1• ' 2500 psi W/6x6x10x10 W.W.M.OR FIBERMESH " J: e • I WON 6 MIL VAPOR BARRIER ON TREATED AND COMPACTED FILL. ea I I 1 :zo .. . 4 4 r-•_---.--------.—_.._-"—.-- - _ -- - 1111ul I I I 1 16" x 12 THICKENED EDGE 4 w/ (2) #5's CONT. °1 4 .° 4 1 I II I I I 1 w 1 0 1 • 1 O - I A _ I I- DETAILS OF ADDING FOOTING AT EXISTING SLAB m —---— I µ I I I 1 I I II - � I .l I � I• � I I I -. II •. I I • I - I I'• I 1 - � 14'-011I _ I LINE REPRESEN S CONNECTION BETWEEN II EXISTING CONCRETE SLAB AND NEW SLAB. _ I •. I :II I I o I '• I II I . ' I I I_ _ II I •I I II '• I I r— n '- I I --=--- - --- ----- ----- -_j V-8"WIDE x V-0"DEEP THICKENED T SLAB W/3#5's CONTINUOUS. 1• = s'-s" . 20'-8" 9'-8" 24" x 48" FTG „ w 2 5's © 9"oc. E.W. EXISTING SLAB 30 x 30 x 12 FTG ) # TO REMAIN. 1 w/ (3) #5's E.W. 0 _ I T I \ ! I - A 1 h.._ _J I - 3'_6'1 1 RAISE EXISTING GARAGE SLAB(HATCHED AREA)TO MATCH _ I . EXISTING LIVING AREA ELEVATION. on1 cv a 6-0" 5'-2" 1 3'-6" _J � I / .fit i. . I—i • I . . I 1 1 - 1 . . . � •. o " No• DATE- REVISIONS- I ! I I I I L---------•---- o I N 4"CONCRETE SLAB 2500)psi W/6x6x10x10 t - _-I _w a. - •_ I• 1. j, W.W.M.OR FIBERMESH O)N 6 MIL VAPOR j j O I I BARRIER QN'TREATED - 1 9 I � I'AND COMPACTED FILL. a 16" x 12" THICKENED EDGE I • O .,. .. Q • :i �_—__--i-------------- —J w� �2) �5's CONT. ■ I 1 LO • I - •I • 1• • - - - I ALL DIMENSIONS FOR NEW FOUNDATION P-,,I� NOVATION TO BE FIELD VERIFIED WITH EXISTING FOUNDATIOI`N. A, • I . . . . . . . . • ' I 6'-0" 8'-10" 6'-2" 3' 8 T-4" I 1 21'-0" 15-0". L---....._._._.T -- -------- 4"CONCRETE SLAB W/8"TURNED DOWN EDGE r ou bA i oN ' 2500 psi W/6x6x10x10 W.W.M.OR FIBERMESH ON 6 MIL VAPOR BARRIER ON TREATED FLAN AND COMPACTED FILL. This drawing is an instrument of service and the property of Kevin E. Mullican. and shall T-6" T-6., remain his property. The use of this drawing shall be restricted to the original site for which it is pre- 'IT-01foundation I�(I�I �" " pared and publication thereof is expressly limited to `�, such use. Al C?J L I/4" _ 1 ..011 ..•• -,4% Job No: 027.09 Sheet No: • Date: 4/2/2003 Scale: 1/4 11-0 ' JEFFREY K. HULSBERG P.E. Al (FL PE No.33152) Drawn: p*�4 _ 2955 HARTLEY RD.,SUITE 202 Checked: i_41\4 K _; RE JACKSONVILLE,FL.32257 Ph, 904 886.2401 Fax 904 260-4367 p,m, .. .. KEVIN F b� �iGN� h, INCI ( 904) �2 X74 ■ ■ HATCHED AREA DENOTES EXISTING WALL STURCTURE TO BE REMOVED. /.I/TI/flfl7f11/t1lIU REMOVE WINDOW REMOVE DOOR REMOVE WINDOW ALL WINDOWS NOT NOTED TO AND SAVE FOR REUSE. AND SAVE FOR REUSE. AND SAVE FOR REUSE. BE REMOVED WILL.REMAIN. STlj�� �1� == 00 . Kp', c'` REMOVE CLOSET ���—, EXISTING BATH TO REMAIN, ALL TILE REMOVE DOOR. DOORS AND TRIM. Ili r FINISHES TO REMAIN. TUB AND TOILET TO REMAIN. REMOVE EXISTING CABINET, L_ i SINK AND LIGHT FIXTURE. L_ /REMOVE DOOR I II AND WALL. - � REMOVE WINDOW n`'` . AND SAVE FOR REUSE. r - - - a 1%llfllllJ�l/1/lllTf�OIII�/lI/I� Nc REMOVE DOOR. AIR HANDLER \� _ ✓ TO REMAIN. HATCHED AREAS DENOTE A EXISTING WALIL STRUCTURE I I� TO BE REMOVIED. p j` r` i W. .= `' • '� i� iW EXISTING BATH TO REMAIN. ALL TILE i FINISHES TO REMAIN. TUB AND TOILET 0 TO REMAIN. REMOVE EXISTING CABINET, REMOVE DOOR. SINK AND LIGHT FIXTURE. I REMOVE ALL CABINIET$ ✓� I AND APPLIANCES. AVE — -- - a �I CABINETS FOR'REYSE, REMOVE WINDOW I I I I AND SAVE FOR REUSE. REMOVE DOOR. L -- --- No: DATE: REVISIONS: I I t I I 3 REMOVE PLANTER ■ ■ AND STOOP. P-,,F- NOVATION THF, Picr-\50N I S ■ n �� Moi i-ri oN PLAN This drawing is an instrument of service and the property of Kevin E. MullIGan. and shall remain his property. The use of this drawing shall be restricted to the original site for which It Is pre— ��mol pared and publication thereof Is expressly limited to such use. Job No: r Sheet No: Date: D/2U'1"5, Scale: 1/,q =i' -U ' Drawn: Checked: ■ ■ zd rwEL-F* 51. ■ r ■ r K - VIN F-, . MULA- ICAM b� 51Gf�1� �� INC --' w rr--H C 901 w wrwrwrrw—rr+ f r � rrrwrr..r-rrrr•-•'`-"rrrw-.r. 11 � ■ W 124.99 rwrr.-rrr 83h�39—09 wr�wwrrr.-rrrr \^Y,\ rr i r rV+'r+.V+yrw It t 1 1 1Zt 1 1 ___ 1 1 f - ------------------ ----------- - - - - - t 1 NEW CONCRETE PATIO 201 B' -------- }}` ---- WITH ITH BRICK EDGE ---- -------------------- --------------- --------- --_ - -------- - ----- -- --------- ---------- - t z i w i tOn HATCHED AREA 1 DENOTES NEW ADDITION ft 0 --- ------------ t t 0 t 1 (J1 t i m1 t14 1 , f1 1 ; �- 1J 1 - +•w --------------- ------- r ' 1� y �. --------- ----- . 30' g.R.L• ----------------- 1 IMP NEW CONCRETE WALK AND DRIVEWAY r «rrwww rrrrw rwr+ ----------- r11a.04'w C�UILbING ff�& 5gE N 33o 24 ,i r+-rrr rrrr._r f / y7 rI�\/ (��� 1/�I/�� t ,•• ��+..'i�Y+".rrr w+-r-•rr r-'r CONCFM l/P V� ANP P V Y/ ` 5! 1120 5,F r� r..rr .�'• �� 1 ' R or IMPMVIOU5 •. . ��_�.__.— � ._�.____------ �, S-,��AC�: .Jct No: DATE: REVISIONS: W __ __.____w_-_------_- 4 -rION F-- N 0 V A For CITY C)F Xi Nv FEA H TH[� Plcr,50M 15 _ .., JUN 10 2003 r • 1 architectural siteIan �.r. _._____� SP1 SCALE: 1" 10'-0" - - �---__ -- 51"1� PLAN ' City of Atlantic Beach This drawing is an instrument of service and the Planning and Zoning department Property of Kevin E. Mullican. and shall This approval verifies compliance with oppRcable remain his property. The 'usa of this drawing shall zoning, subdivision and other local land be restricted to the original site for which it Is pre— development regulations, but does not constitute pared and publication thereof Is expressly limited to approval for the issuance of permits. Compliance such use. with Florida Building Code and all otter applicable local, State and Federal permitting requirements Job No, 02-21j, { rip• must be verified b signature of the City of Atlantic • Beach Building i prior b Iamwe M a Building Permit. Date: r/30/20Ci-� Approved Orr. �Zf- -omm I ve opals Scale: I , - 10 k 0' Date: Drawn: - K.E.M. Checked: A ' ■ ■