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11th Street 350 FLOORS- r�N POIRC_H CEIL INrt REQUIREMENTS',ATS', LIVE LOAD= 40psf 5HE/� l�4LL LEGEND ••'' �� NOTE: ALL LOAD BEARING HEADERS SHALL BE DEAD LOAD= 15psf J MINIMUM %" SHEATHING REQUIRED ON A MINIMUM OF (2) 2x6 No.2 or BT 5YP (U.ON.) (CARPET or WOOD) L_ EXTERIOR CEILINGS. NAILED WITH (ood DEADLOAD= 20psf SHEARWALL5 NAILED AT 6"cc. ON EDGE5 COM or BOX AT 6"oc. ON EDGE5 AND (TILE) ^r AND 12"oc. IN INTERMEDIATE SUPPORTS 12"oc. IN THE FIELD. (TYPICAL) THIS DEFLECTION CRITERIA: U WCARPET or WOOD= L(480 LLITH Sd COMMON NAILS. 15 NOT REQUIRED ON THE UNDERSIDE U240DL OF FLAT DECK5/ BALCONIES. TILE= U600 LL W SHEARWALLS NAILED AT 3"oc- ON EDGE5 I� U360 DL AND 12"oc. IN INTERMEDIATE SUPPORTS - ( ROOF (TRUSS} CY) m WITH ad COMMON NAILS. LIVE LOAD= TC 20psf BC 10psf DURATION FACTOR: 1.25 DEAD LOAD= TC 7psf BC 5psf NOTE CON5TRJCT SHEARWALLS WITH 31( " z J 6x6 PT POST ON 511`1P5ON A5U66 OSP Or ISI3y° CDX (U.O N.) POST BASE w/ (2) SIP1PSON H6 CLIPS ROOF (CONY.FRAME}RAF Eft LOAD= 20psf LL� _ �,. ,I c _ _ 10psfOL � n AT BEAM ABOVE or USE NOTE REFER TO SHEET 5.1 FOR 5TRUCTURAL DETAILS. TYP C E3��STRIFr5� DURATION FACTOR: 1.25 0 PERMACA5T DETAIL. (TYPICAL) (2) C816 (2) CSI6 CEILING LOAD= 10psf LL C 3-2x12 - _ LU �� 1 Opsf DL fT r 2-2x12 2-`^�� l_, - BUILDING CODE:2001 FLORIDA BUILDING CODE HTT16 HTT16 YPICAL NTERIO � ZONE (� WIND DESIGN METHOD:ASCE?-98 PHD6 2-2x10 BOXED PHDB Uj BASIC WIND SPEED: 120 mph HEADER 3-2X12 .............. BUILDING CATEGORY:II U) Q __--._._ - - � l ` WIND IMPORTANCE FACTOR: 1.00 ADD SHEATHING BALLOON 1=RAME \ WALL T AND HOEDOWNS TO I^ ( ��-�`1 WIND EXPOSURE:C �-1 � � THESE EXISTING WALLS V-1 �� U DESIGN FOR ENCLOSED STRUCTURE �1 - LO III V �N WIND PRESSURES ON WINDOWS & DOORS (psf) (n M Enclosed Structure A _ `�`1N AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) r ■ 16x6 PT POST - �w � N �N 2 I L I � OI 1 CJ Pos Neg Pos Neg � � Q� 0 to 20 sf 31.4 42.0 31.4 34.0 a -r_ IlO rX 20.1 to 50 sf 30.1 -39.1 30.1 32.7 O N 50.1 to 100 sf 28.2 -35.4 28.2 -30.9 N J v� x w TRIPLE J-01-STS 100.1 to 200 sf 26.6 -32.7 26.6 -29.3 U % x = (3) 2x4 POST rar Xis VAL r=7 - N 200.1 to 500 sf 25.3 -29.8 25.3 -27.9 W m b Base Design Pressure 26.60 GCpi=t0.18 Q O to �N ( ) I ju x 11 Ju 2 1�Y ..-... � { PARALLAM POST 1� N T. OVER (2) '. S - T -- 3 BEARING - oN POST II �N rF-w- 2112" IND-BORNE DEBRIS PROTECTION FASTENING - " " SCHEDULE FOR 7/16 OSB or 15/32 CDX • 1L - «_ 7l3) I " x 11 ° LVL FASTENER TYPE FASTENER SPACING(in.) alal 3- T _ \ - PANEL SPAN c 2 ft PANEL 4 ft< PANEL 6 ft a PANEL I 2ft SPAN<4ft SPAN<6ft SPAN a2ft .......... 2112"#6 WOOD SCREWS 16 16 12 9 6x6 PT POST _.. - ( #8 W OOD SCREWS 16 16 16 12 DOUBLE-HEADED NAILS - - 10d COM or 12d BOX 12 6 4 3 1 112"X#8 MACHINE T22 HTT22 /� r 5CFtEW IN THREADED 2x C IL I OI INSERT 16 16 16 12 2 0 Note:Fasteners shall be installed at apposing ends of the wood panel. M - I I NOTE: 2xr I I OI I TH15 STRUCTURE WILL BE GONSTRIlGTED N 1,-- WITH 5TORM SHUTTERS OVER ALL- WINDOWS AND GLAZED DOORS. ALTERNATE- INSTALL -- 24 OC > I IP'1PACT RESISTANT GLA55 AT ALL �N LU N �` EXTERIOR CxLAZED OPENINGS- i- M m � LL X - - - . LiJ LL _ F -- - --,� w ,� W z o � i �- N 1 EX�I9TINC*BEAM -.2-2x10 2-2x1elf 0 V- (n 1 \ \ rr Q oD BEAM SHALL BE CHEC�< AND I � = Q � RESIZED BE.EW-31NEER QF L Lo -) dt __ o RECORD AFTER DEMOLI .! - CD 0 7 ,'7ka, 'IV., % .- o . 2xro No. 2 5YP , HEADER AS NOTED ;�•� �y A�,� per•: 1 I J31" x 3 -L" NAILS vs. :;W .• o at 4"oc.(TYP) SC��1 '► Prof 1 n r t. � J -- - �� 2x�o No. 2 5YP " -1 • O.N. • DO NOT SCALE TYPICAL. BOXED HEADER DETAIL. THIS DRAWING RELEASE DATE: 11 -19-03 REVISION DATE: 00-00-00 DRAWN BY: DJM II / CF CHECKED BY: FSS / JKH SHEET: STRUCTURAL_ NOTES STUD TABLE ENn STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS NUT w/ 2" x 2" X 1/8" WASHER LENGTH I. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE FLOOR SYSTEMT 2x PLATE (SYP) w/ CUT CUT LENGTH SHALL BE 44" A MINIMUM OF 4'-O" AND NAILED WITH 12- 16d COM CEILING No. 2 SPF No, 2 SYP No. 1 SYR SPH4/6 @ 32" o.c. LENGTH FOR 16' DEEP JOIST NAILS OR Ib- 3"x -1131" C711N NAILS- HEIGHT x x x x x x 1/2" THREADED ROD ON CMU STEMWALL 4" MINIMUM #5 CONT. 1/2" COUPLING TO BOLT OF BEARING 2.ALL &ABLE ENOS SHALL BE BALLOON FRAMED OR REFER TO WALL SECTION FOR TYPICAL ANCHORS EN ACED PER DETAIIL. 8 ft. 16-00. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. 3-ALL 5HEARIrALL5 SHALL M NAILED AT 3"oc.OR W oc. TIMBERSTRAND RIM JOIST (AS NOTED)ON ALL EDGES AND 12"oc. INTERMEDIATE 9 ft. 16,0C. 24"oc. 16"0c. 24"oc. 16"oc. 24"oc. 2 x 8 PT SILL w/&d COH NAILS(UI.ON) BLOCK ALL U145UPPORTEP 1 #5 CONT. EDGES WITH 2x4 FLATWISE BLOCKIW_v. 5H CLEAR 51 WL!_BE 15/32"CDX OR 7/16"05B.N.ONJ 10 ft. 16"oa 24"oc. 16"oc. 24"oc. 16"oc. 24'oc. 1/2" x 8" ANCHOR BOLT SPAN ® 32" o.c. 4.STRAP HEADER STUlaS 70 DOUBLE 70P PLATE w/ LL TERMITE SHIELD SPH4/6 AT EACH END OF HEAVER AND NAIL v+/12- IOd 4" CONC. SLAB 2500psi W� x 1 1/2 NAILS OR 12�- .131"x 2 1/2'GUN NAILS. 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. - R U-LINTEL, w/ 1 # 5 DONT, �_ __. --- LL F I B E R M E S H OR 6x6-10/10 W W M 5-HEADER STUDS AND HEADER CRIPPLES SHOULD BE 4 MIL VISOUENE12 ft. N/A 24"oc. N/A 24"oc. N/A 1 NAILED TOGETHER AT 6"oc.W 12d CAIN NAILS( J3lx 24"oc. 1 / 5 VERTICAL AT a8" EACH 3")5TAO&ERlrD. CLIP UNIT TO 5HOE PLATY WITH SI ALL CORNERS AND ON EACH r- — 5' PRECAST LINTEL 1- 5PH4/6 CLIP ANQ7 NAIL WITH 12- IOd x I I/2 NAILS 24"oc. SIDE OF OPENINGS 10" x 24" CONC. FTG. ' ( WIDTH VARIES) N.o.NJ 13 it. N/A 24"oc. N/A 24"oc. N/ALL END a' w/ 3 #5's CONT. LENGTH _ •_' Provide minimum 1' 6.ALL WINDOW AND DDDR COMPONENTS MUST BE pESIGNEI7 14 ft. N/A 16"oc, N/A N/A 24"oc. end distance TO WITHSTANp THE DIE-516N WIND LOApS. 24"oc. 124"oc. NAIL w/ 11 - 10d COM ° - T.ALL CONNECTORS AIRE 51rnp&w OR EQUAL.ICON) 15 fL N/A 16"oc. N/A 16"oc. N/A 1N EACH END LENGTH 6.FOUNDATION PE-5161415 BASED ON MINIMUM 501E LL < TOP AND BDTT❑M ) BEARING CAPACITY OF 2,000 P61'. 16 ft. N/A 16-oc. N/A 12"oc. N/A 16"oc. Simpson Strong-Tie A CS16 AT 32' ❑C. GRADE CLEAN, TREATED, COMPACTED FILL TYPICAL FOOTING w/ BRICK VENEER OFFGRADE N.T.S. NOTE:THIS I ABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEJGH7 LESS THAN 25 AND CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN, 8"SHEATHING. �1 TYPICAL 2-STORY BETWEEN FLOOR STRAPPING ' -SPF STUD GRADE MAY BE USED ON l;'OR LES NOMINAL PLATE HEIGHTS ON SINGLE l �r #5 VERTICAL AT STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. Z�J SCALE: NTS '• CONTINUOUS FOOTING 46"oc., AT GORNER5, AND EACH 51DE OF o0R SYSTEM 2x4 PLATE OPENINGS. MANUFACTURER CONNECTOR NAIUNG PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR BLOCKING REo'D LL x t .) SIMPSON Lrr2o 1a 1sd COM NAILS 50x a'WEDGE ANCHOR 5/80 THREADED ROD WITH MIN.10"EMBEDMENT 2 x a PT Sat TYPICAL FOUNDATION IN GARAGE USE EPDXY ANCHOR HTT22 N/A 5/8"THREADED ROD WITH MIN.IT EMBEDMENT CUP NUT W/ 2" x 2" x 1/8" WASHER NSIMPSON HI T16 18-16d COM H2.`aA A7 F,I.OH JOIST NAILS " " �- 3-2x12 BEAM TYPICAL ACCE55 OPENING IN FOUNDATION WALL 6N [IF E)GECONCRETE LTT20 11Tx7"WEDGE ANCHOR 112 THREADED ROD WITH MIN,6 EMBEDMENT TERMITE SHIELD SIMPSON PA-13 SIMPSON HTT22 32-16d SINKERS PHD8 N/A 7/8"THREADED ROD WITH MIN.15"EMBEDMENT a"x 16"CMu �—BEAM— w/ 1/2" THREADED ' ' s VERTICAL ROD THRU CENTER SIMPS❑N PA 51 EMB, STRAP LL z s MIL NsoUEHE �� SIMPSON PHD 24-%'x 3"SDS SCREWS GARAGE SLAB THICKENED EDGE WEDGE ANCHORS SHALL BE"BAWL STUD"OR"KWIK-BOLT"OR APPROVED EQUAL 24"x28"x12" FTG. �• EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET'OR HILTI"HIT"OR APPROVED EQUAL W/ 3 y5•x E.W. (U.O.N.) 0- " - J -1 STEMWALL NAILING SCHEDULE � . PERMACAST COLUMN ° REVISED 11125102 V) TYPICAL INTERIOR FOOTING oFFGRADE N.T.s. STEMWALL FOOTING CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 wW o BLa in double late 12 - 16d common 16 - 0.131" x 3 114' gun nails 20 - 12d sinkers 6' o.c. on edges and 12" o.c. in the ° #4 BENT INTO FOOTING AND BRICK VENEER WITH t" AIR SPACE ° - 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. Int e AND WALL TIES AT 16"oc. VERT. AND AT SW - SheafVVall shank or ring shank field with 0.131" x 2 112" gun nails field with 0.099" x 2" gun nails • ° THICKENED EDGE 3" o.c. on edges and 12' o.c. in the W 32" oc HORIZONTAL. 4 field with 8d common, box, screw 3" o.c. on edges and 12' o.c. in the w WITH GALV. FLASHING AND WEEP HOLES. 1/2 THREADED COUPLING WITH PT SILL w/ SST- SPH4 AT 32" oc. SW 3 - shearwall shank or ring shank field with 0.131" x 2 112" gun nails #4 VERT. —TYPICAL— 6" o.c. on all supports; with 8d 6" o.c. on all supports with 0.131" x 2 • 1/2" x 10" A.B. AT 32" OC, COLUMN BASE g ENC . & PART. ENC . 1/2" OF common, ring shank or screw 1/2" smooth, ring or annular shank gun w/ 2" x 2" x 1/8" WASHER ___ i 7116" ASHER7/16" Roof Sheathing, shank,4' o.c. edge nailing within 4' nails, 4" o.c. edge nailing within 4' of 1 #5 CONT. 4" CONC, SLAB 2500psi w/ � mm FOUNDATION PLACEMENT OF SIMPSON PA51 EMB. STRAP 1 20 MPH of roof edge and riidges roof edge I FIBERMESH OR 6x6-10/10 WWM 11- tOd coons In each en (22 , L Simpson LSTA30 total) (Y) 1 2" x 1D" GALV. ANCHOR BOLT s -Tod commons ieach and (18 / Simpson LSTA24 total) n � b" 10 - 10d commons in each end SIMPSON MTS12 I .I I II r TYPICAL "PERMACAST" COLUMN Simpson HTS 3 0 (2D total) L-1 13 - 10d commons in each end CLEAN, TREATED, COMPACTED FILL Sim son M 5 TA 3 6 (26 total) ls 0'j II I» " Simpson H2 5A 1oj Simpson SPH4 z 8dc commons (Total) GRAD 8" CMU STEMWALL w/ 114 VERTICAL 7/16 OSB SHEATHING NAILED AT fi OC. ON ALL GRAD AT 48" OC. AND ALL CORNERS, w/ (2) 10 - 10d x 1 112" in rafter; 10 - 10d W 0'jd- NOTE: SUPPORTS W/ 8d COM OR 8d RING SHANK. Simpson H 1 6 x 1 112" in pla'.e 1' 12" HOOK AT SLAB AND 6" HOOK OPENINGS TO 5 0. 10" AT FOOTING. WIDTH USE (1) 2 x 4 STUD SPH4/6 TOP ALIGN w/ RAFTER Simpson LT512 5 - 10d commons in rafter & plates 5 - 10d x 1 112" nails in rafter & plates OPENINGS LESS THAN 7 - D.148" x 1 112" nails in rafter & AND BOTTOM 36" SHALL USE (1) ROOF SHINGLES OVER 15# FELT Simpson MTS12 7 - 10d commons in rafter & plates plates LLJ 20- x 10- CONC. KING & (1) CRIPPLE OPENINGS 5' TO �n STRAP STUD TO DOUBLE 12 - Tod x f 1/z" � X FOOTING w/ 21'5's CONT. OPENINGS BETWEEN 7' WIDTH USE 5 I m son LTA 1 1� (`� d _ SIMPSON MTS12 CLIP PLATE w/ SIMPSON MTS12 Simpson PHD8 24 - 1/4" x 3" Sas screws -- FOR TWO-STORY --- 36" - 8'-0" (2) SPH4/6 TOP 1 -8" USE 22"x10" FTG- SHALL USE (2) KING AND BOTTOM AT EACH RAFTER w/ 3 #yrs CONT. STUDS & (2) CRIPPLES. SPH4/6 AT 32" o OPESimpson MGT 22 - 10d commons (U.O.N.) IF OPENINGS NOTE: (TYPICAL) EXCEEDS 8 OPE TYPICAL STRAPPING (UNO) Simpson H T T 16 18 - 16 d c o m m ons Simpson HTT22 32 - 16d sinkers NOTES: TYPICAL STEMWALL w/ BRICK VENEER IN WIDTH SEE PLAN. Mw ANCHOR BOLTS MAY BE LOCATED NAIL RAFTER TO CEILING AT EITHER SIDE JOIST w/ 4 — 12D Gom. (MIN) O f—) W Z � 1'� OF KING STUDS, CD I PLATE MUST BE SINGLE SILL IS BOLT AND KING W H (v 2x4 PT SILL w/ SST- SPH4 AT 32" OC. ACCEPTABLE FOR STUD OPENINGS UP TO 1/2- x 10" A.B. AT 32" OC. 5'-1" WIDTH ANCHOR BOLTS HURRICANE ANCHOR AT EACH TRUSSI w/ 2" x 2" x 1/8" WASHER MUST BE WITHIN CLIP STUDS TO DBL. PLATE w/ SST- SPH4 ® 32 � Z `D .c. • 12" OF KING ( SEE SCHEDULE ) 1 , fy 1:3 CO STUDS ' V) 00 4" CONC. SLAB 2500psi w/ ; FIBERMESH OR 6x6-10/10 WWM 1/2" x 10" y ANCHOR BOLTS BEARING WALL AT 322" .c. (2) 2x_, SYP DOUBLE TOP PLATE w/ 2 x STUDS ® 16" " o.c. Q o _ !I, SST- SPH4/6 AT 32" OC. 0D ' �CU CORNICE DETAIL AS r -� U� I TYPICAL HEADER STRAPPING 2x_ SPF #2 STUDS AT 16" OC. W CLEAN, TREATED, COMPACTED FILL v s" CMU STEMWALL M 1#4 VERTICAL I (SEE STUD TABLE FOR SIZES PER BUILDER'S SPECS S fl GRA I AND SPACING AT VARIOUS HEIGHTS) SEE DETAIL AT 48" OC. AND ALL CORNERS, w/ 12" HOOK AT SLAB AND 6" HOOK T 10AT FOOTING. 7/16" OSB SHEATHING NAILED AS NOTED BETWEEN FLOOR STRAPPING " DOUBLE RAFTERS AT DORMER WIDTH 0 F ( 2' — 5' ) 20" x 10" CONC. TRUSS FOOTING w/ 2#5•s CONT. TRIPLE RAFTERS AT DORMER WIDTH FOR TWO-STORY 3-16d COM 0 EA. OF ( 5' - 8' USE 3 15's CONT. BLOCK (TYP.) DOUBLE HEADER .' "a� TYPICAL STEMWALL - —3-12d COM (TYP.) r ' 2x4 BLOCKING ® 24"oc. SIMPSON A35 (TYP.) SHEARWALL NAIL RAFTER TO RIDGE w/ �. (3) .131" x 3" TOE NAILS _I (2) 2xG 2x- SYP DOUBLE TOP PLATE P Qr CLEAN COMPACTED FILL TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION ` RIDGE BEAM II !" 1 #5 CONT. I R" I J • v'�YN� NUT w/ 2" x 2" X 1/8" WASHER FLOOR SYSTEM 2x4's C 24"oc. (TYP.) • D❑ NOT SCALE THIS DRAWING TYPICAL THICKENED EDGE FOOTING E 2x PLATE (SYP) W/ (2) 2 x4's RELEASE DATE: 2 x 4 STUDS 0 ,s- Q.C. SPH4/6 ® 32'" O.C. No. 2 or Bt. SPF 03- 25- 03 2 x 4 STUDS 0 16' o.c. CLIP STUDS TOP AND BOTTOM 1/2" THREADED ROD ON NOTE:%g"HARDI-PANEL SHEATHING MAY BE SUBSTITUTED No. 2 or Bt. SPF W/ SST- SPH4 ® 32" o.c. 1/2" COUPLING; TO BOLT FOR%6"OSB SHEATHING SPECIFIED WITH A 6"oc.EDGE H2.5A CLIP (TYP.) REVISION DATE: CLIP STUDS TOP AND BOTTOM 1/2- x 7- WEDGE ANCHORS NAILING PATTERN.NAIL wl6d GALV.COMMONS at 6"o-W/ SST- SPH4 ® 32" o.c. 00 - 00- 00 0 32" D.C. TIMBERSTRAND RIM JOIST ON ALL EDGES AND SUPPORTS. LTS12 1/2" x 7" WEDGE ANCHORS 4" CONCRETE SLAB w/ 0 32" Dc 62, 1000 WWM OR 2 x 8 PT SILL DRAWN BY: FIBERMESH REINF. 4" CONCRETE SLAB w/ 6 MIL VAPOR WRIER OVER DJM 11 6x6, 1WWM OR TREATED & COMPACTED FILL 1/2" x 8" ANCHOR BOLT TERMITE SHIELD FIBERMESH REINF.SW 4 • . °. 0 32" o.c. 4 MIL VISQUENE CHECKED BY: U-LINTEL w-/ 1 # 5 CONT. 11 6 MIL VAPOR BARRIER OVER (2) / 5's CONT. DJ M TREATED & COMPACTEp FILL 1 # 5 VERTICAL AT 48" o.c., NOTE: FOR 2-STORY CONDITION INALL CORNERS AND ON EACH . 10 x 20 CONC. FTG. (2) # 5's CONT. USE V-8" WIDTH w/ 3 #5's CONT. SIDE OF OPENINGS • SH " NOTE: FOR 2-STORY CONDITION w/ 3 #5's CONT. USE I'-S- WIDTH w/ 3 #yrs CONT. TYPICAL INTERIOR BEARING FOOTING A A TYPICAL EXTERIOR WALL SECTION A ' TYPICAL DORMER FRAMING 3/8" = 1'-0" TYPICAL INTERIOR BEARING STEP FOOTING K 'vl �V 16 F i GENERAL DESIGN CRITERIA: ROOFING: Codes: 1 . Roofing shall comply with 2001 FBC, Chapter 15. 2001 Florida Building Code, ASCE 7-98, AGI, ATIG, NDS, AWPA, APA, (Latest addition U.O.N). 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities comply 4. Asphalt shingles shall with ASTM D 3161 . ci having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means P g P y and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: a 2. The contractor shall verifyall conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, a sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi). c!� 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced W without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. a_ 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. _ similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to 11". 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. diti di l i h for the given span loading conditions. o W specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration Information made available Lintels shall be of sufficient size and reinforcement Z to the contractor. a W FRAMING: C U . . • 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building W ° and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified by the plans and specifications. 8. Temporary bracing: Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTC, rPl, and National Design to keep structure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. • 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. Contractor 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 masonry, concrete or soil shall be pressure-treated. r I-rt CONSTRUCTION NOTES. 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. W CONCRETE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. M 1 . All concrete shall have the following minimum compressive strength at 28 days: 6 slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for o 1%_ (.0 footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. 9 9 0o C g p .T c� LU U C:) 2. � 2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6� mil. polyethylene (visqueen) vapor 8. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. M 5 U_barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" at edges and ends in conformance with ASTM-A 185, or Fiber mesh Reinforcement shall be used with minimum 2" fiber length at 1 LB/CY complying with) ASTM C 1116. 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at Z �' _1 w q 9 P � J 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions of all girder trusses. r °- w z 0 densityof at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite J J O cv 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. U- �' v7 poison before slab is placed. O� 2 00 o Design notes to include the rated load capacity of the truss to truss connectors, and manufacturers license = Q 00 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 /o of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and �-I � � rr Dry Density (ASTM D1 557) for a depth of at least two feet. (2') below the bottom of the footing. installation drawings showing size, shape and layout. o CD CV 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . .,I gravel concrete with minimum compressive strength of 2500 psi at 28 days. 4.4 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel hurricane clips or anchors as noted in the Truss Connector Schedule. 4.1 conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, (latest editions). 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. ��."''� It �•• � •.... •• ,>�, 7. All continuous vertical and horizontal reinforcing steel in footings, beams and STEEL: columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. 8. The followin minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, w�•,. ;req t�.. c�`G,yr 9 TO-------------- cast against and permanently exposed to earth. (latest editions). s aLeN.,..:"��, =" 2"--------------Concrete exposed to earth or weather, #6 Bar and larger. 1 1/2"---------Concrete exposed to earth or weather, #5 Bar and smaller. a. Welded connections----------------------- AWS D1 .1 • U.O.N. 1 1/2-----------Concrete not exposed to weather or in contact with earth for the primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 • 46 DO NOT SCALE ties, stirrups, and spirals in beams and columns. THIS DRAWING P P c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 RELEASE DATE: 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 03-25-03 lap. (U.0.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 08-21 -03 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11 . All reinforcingdetails shall conform to Manual of Standard Practice for detailin reinforced concrete CF g structures AGI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: 12. All concrete work shall be In accordance with The Building Code Requirements for Structural Concrete", DJ M 11 ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: ■ ■ K,� V I N , M UL, L, I CAN PF, 516NFI INC .TO POOL /TO LANDSCAPE LIGHTING // LIGHTING ■ ■ _ ----------- J KAY ---RE RE — r�mr�t� Irl / ---- REC REG �/ I W 4p \\ WP \`Y y CONE II SCONCE GF 5CONCE ............................... p I \ \ CON \ ................................ f=LOD�DJiLL" HONE I I — 70 ��/ R \ REG/ \REG I PHONE \\�` or �\\ tri EXIS ELECTINGRICAL ,r _ / TO REMAIN,REMAIN. PHONE --�- � I \ \ EI , ...... O�rLr F OOR / I TO WALL Q ................................ K�CF551:C7 CAN LGr1T SCONCE TOSV�6ITCH � � / ABOVE \ TO FAN / / / BELOWREC., \REV TO LIGHTS IN CEILING / O 44� N / / ��// II UNIT J ABOVE. IN CEILING / GFI W CH 1 TO S ITCH TO SWITCH TO S #1_ j BELO ABOVE. // I I` BELOW BELOW W ABOVE. /// \\\REO I \� - . ................................ FLDGD.IGNT ----- _ __ _ -----_ Ix��Avr __. -(�} ................................ P`�NvANT FIXT} I UNIT "-' / / / T \�'#2 j EXISTING ELECTRICALa FAN/ TO REMAIN. `------�' \\ LIGHT WP j i -- ................................ WAL'. MOUN CJ iXTT� nspor RE(,•� \0 0 \� I _ T J / C,�ILNG �V+ouNT'Lr7 FIXr.�w I ` Q I I ^frL K7r5CNT r'Xf --- -- SPOT II I \ II r EXISTING / \\\ III \� T �\ //� PENDANT 2 uC 61V'DS�EN Xf� ELECTRIC �. TO REM / \ �� PE ANT I III 1 \ \ /// _`�/ I I REG \ RE REC F�L-Wil1 FUnGLILK16rAN I PENDANT \ I P NT // / e 1 I \\ I /� �\ / / / -f-——,—— v�rl�uG�r FAN/ \ i R % R C \ \ / /�FOT SRpr L IGI•if r , .XhAUS'FAti' /✓I aK �iEC REG \ � \ I ®� \\ II / III \� L_ . ............................... 11ND � —— — .—— GFI— 5 ONCE , 5 NITS I spot'----\ I I I FI C ( 1 CAB -/ -- — g �� -rte ——————— --- ----------_ —�/ \`GFI FI GFI // / WP ------- --- --------- `\ EC ` REC ~J RE C / .....................I........... 3 YVAY 5VVITCId I I 4 w'AY 540 EXISTING EXISTING . ................................. n15CON^Jt Cf 5W1TCN I / ELECTRICAL I ELECTRICAL 1 TO REMAIN, j TO REMAIN. 01 I I I—I ................................. CFV3:�r,i I I do'f. P'_OD E ................................. -.. I I aIrP,NDSTAT I I ................................. 5 1DKl �C T'C`Dp I I 5V I I I I I No: DATE: REVISIONS: I I 2 3 4 HOME �� NovA-r1oN For THF__ 01 Como r"_ 5 ■ ��C-1�ICAL I�I�AN first Hoar 50CarJ floor 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 be restricted to the original site for which it is pre- 1 electrical I�C�r I C�I I ah � electrical I�C�r I C�I I a� pared and publication thereof is expressly limited to such use. A7 SCALE: 1/4"=1'-0" A7 SCALE: 1/4"= V-0" Job No: OZ-2 Sheet No: Date: 11/21/2005 Scale: /41 1-1 1_/111 Drawn: K _M. A7 Checked: l ----------- ...... . . K,� VIN F, MULLICAN PF' 516N� r-'_j INCI . . 12 4112 PITCH AT NEW SECOND STORY ROOF R-30 INSULATION W/ FIBERGLASS SHINGLES ON 15# 2"POSITIVE AIRSPACE ROOFING FELT OVER 1/2" EXTERIOR 21.011 UNDERSHEATHING GRADE PLYWOOD SHEATHING OR TYPICAL 7/16"O.S.B. ON CONVENTIONAL FRAMING. (U.O.N. GALV. METAL,HURRICANE CLIP (SEE STRUCTURAL) NEW 8'-0" PLATE SMOOTH FINISH ON 518" DRYWALL CEILING CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x2" NOSING OVER CONT. P.T. 2"x 8"FASCIA BOARD, (2)2"x 6"#2 UT ERN PINE TOP PL E SEESTRUCTLIRA SHEETS FOR NG EERING NOTES 1/2"AC PLYWOOD ON STRUCTURAL MEMBERS ANDI CO ECTIONS. LL li a CONTINUOUS 3" " VINYL VENT 2"x 6"S4S TRIM BOARD O D z_ U_ O IL 12 MATCH EXISTING PITCH (APPROXIMATELY 3/12) ON OVERFRAME AREAS R-30 INSULATION W/ NEW SECOND FLOOR FIBERGLASS SHINGLES ON 15# �� 2"POSITIVE AIRSPACE ROOFING FELT OVER 1/2"EXTERIOR 21_0" C� UNDER SHEATHING GRADE PLYWOOD SHEATHING OR TYPICAL 7/16"O.S.B. ON CONVENTIONAL FRAMING, (U.O.N.) 1/2" DRYWALL ON 2"x6" � NEW 9'-2" PLATE STUDS @ 16"O.C. GALV. METAL HURRICANE CLIP R-19 FIBERGLASS BATT (SEE STRUCTURAL) INSULATION BETWEEN STUDS MATCH EXISTING PLATE SMOOTH FINISH ON 5/8"DRYWALL CEILING CONTINUOUS ALUMINUM (2)2"x 6"#2 SOUTHERN PIINE TOP PLATE EAVE DRIP ON CONTINUOUS SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES P.T. 1"x2" NOSING OVER CONT. P.T. 2"x 8" FASCIA BOARD. ON STRUCTURAL MEMBERS AND CONNECTIONS, 1/2"DRYWALL ON 2"x6" STUDS @ 16"O.C, 1/2"AC PLYWOOD R-19 FIBERGLASS BATT CONTINUOUS 3" INSULATION BETWEEN STUDS LL VINYL VENT u: LL a aUj 2" x 6"S45 TRIM BOARD19 Fw- °P io g 1 0 °° O ❑ co ❑ co z 3. O LL O IL 0. ° FNo:FDTE: REVISIONS: CEDAR SHAKES ON 15#FELT WOOD BASE-AS PER BUILDERS SPECIFICATIONS, CEDAR SHAKES ON 15#FELT WOOD BASE-AS PER BUILDERS SPECIFICATIONS, OVER 7/16"OSB SHEATHING ON OVER 7/16"OSB SHEATHING ON MATCH EXISTING FLOOR 2 2"x 6" STUDS @ 16"O.C. 2"x 6"STUDS @ 16"O.C. e 3 SYNTHETIC STUCCO FINISH N SYNTHETIC STUCCO FINISH N OVER B"C.M.U.. z X OVER 8"C.M.U.. z X 4 GRADE w ¢ (SEE CONVENTIONAL NTIONSTRUCTURARAMING GIDE CONVENTIONAL FRAMING w < (SEE STRUCTURAL) + ■ 8"BLOCK FOUNDATION WALL 8"BLOCK FOUNDATION WALL W/1 #5 VERT. @ 48"O,C.. W/1 #5 VERT. @ 48"O.C.- HOME PINOVArION N N N' N 12"x 24"CONTINUOUS CONCRETE For N 12"x 24"CONTINUOUS CONCRETE FOOTING W/3#5's CONTINUOUS& r '^ " FOOTING W/3#5's CONTINUOUS& I I #4's TRANSVERSE @ 24"O.C, #4's TRANSVERSE @ 24"O.C. -r� O Comor s ON COMPACTED SUBGRADE, ON COMPACTED SUBGRADE. 21-0" 21-0" F_x-MP1Or12- w/All� sr_:__C-r1ON5 1 A Is�C�10� ('2 `Ar�llS�G �Oh property isra g is an instrument of service and the VVof Kevin E. Mullican. and shall remain his property. The use of this drawing shall A6 SCALE; 1/2"= 1'-0" A6 SCALE: 1/2"=1'-0" restricted hisite It pre— pared publication thereof is expressly limited such use. Job No: 02-210 Sheet No: Date: I I/21/0� Scale: / s l _0A6 Drawn: K,�,M, Checked: - . .. . i . .. ■ ■ MULLICAN PF1516NF, I"i INC , ■ z ❑ EXISTING I I w i �O z li 1 NEW HEADER ! �' 0I I Q 11 I CONVENTIONAL FRAME LU�I STAIRS AND LANDING. (LANDING TO BE CANTILEVERED) A wl _ O 1 � li -----i 2A RAFTERS @ 4"d c. +� i I IX N 1 1 2x4 POSI LUI w TO TRIPLE JOIST 1 1� NO FLOOR THIS AREA 1 BELOW 0 1- --- TWO STORY SPACE 1 T 2X8 1z 1 1 OLL X 1 Wuj ❑ II 0 �{- 1 CD z 011- ILLINSTALL CRICKET TO 1 �+ X 6 AF E R @ 241c. 01DRAIN CORNER CQ Q - m li 5 a"x 5 ' PARALLAM i w li POST i 3- (3)(3) 1 a"x 111#LVL-3'" BEARINGQD 3-2x12 ON POST � G• , o ii �✓ l� off' ___k I n Ji U �1, i J1 V � -,., 0C'• i w cn �, I LU- �— i �p 41 G. Ili X N0 16 GO pc + i z Of Elf �+ �P X cc 00 1 -E- (3)2x4 SYPi ia_ I W , !LOU1 w B RAC E TO r �� OVERFRAME BRACE \�\ VALLEY FROM ,�/ I ',Iw � ------------------------X TO EXISTING ROOF I ��\ BEAMUJ Z11 ,� r W _ �� ,� CONVENTIONAL F ME r� r OVER EXISTING H F ROOF r THIS AREA W/2"x 1 "RIDGES r� &2"x 8" RAFTERS 16"O.C. L1 ,r rr MATCH EXISTING OF PITCH\ ,r APPROX 3/12. � r � r � r � � r r r r� r� 1 z i i rr rr i x No: DATE: REVISIONS: w Q Hi I r r 1 Q 1 I 1 4 - C7 i 1 � i i � ■ 1 ' W HOMF-, PFNOVATION F 0P-1- TH F, O EX ING EXISTING F IMAM I NG CLANS EXISTING EXISTING 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 be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to lower roof & secon,d floor such use. •••• •� 2 upper roof `. :••L��t a-�T�•"• ��, Job No: 01-210 Sheet No: A5 SCALE: 1/4"= 1'-0" _ �' A5 SCALE: 1/4"= 1'-0" Date: iU/7/20CiK r"� . � tf �'�1 .2• JEFFREY K. HULSBERG P.E. Scale: 7 (FL PE No.33152 i': x3 „Off•' 2955 HARTLEY RD.,SUITE 202 Drawn: It,�' "' ' .P JACKSONVILLE,FL.32257 Checked: n Ph.MAI 886-2401 Fax 904 260 4367 ■ ■ I ■ K,� V I N L� , M UL, L, I CAN f�� 51GN� I�, INC . ■ 12 4 NEW 8'-0" PLATE iL TOP OF WINDOW — a aP cn NEW SECOND FLOOR NEW 9'-2" PLATE 1111 iii l u n iii n n iii iii 1 HITII IIITIIi ii i EXISTING 8'-2"PLATE TOP OF WINDOW ❑ 41 L El IU N E "CO IT II I] IjII 1 EXISTING FIRST FLOOR (FRONT) _ EXISTING FIRST FLOOR(REAR) 4 FINISH GRADE N K,-�1 south elevation A4 SCALE: 1/4'=1'-0" 12 41 I No: DATE: REVISIONS: 1 12 2 MATCH EXISTING 3 4 EXISTING 8'-2"PLATE I TOP OF WINDOWLIT HOMF, P,,T- NOVATION Ofd 0 TH[� 0ICONoP- 15 co FIRST FLOOR a ��vA-rioNs `v FINISH GRADE 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 be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 02-2,0 Sheet No: z nortk devabon nate: II/Z!/200 Scale: I/� sln0 A4 SCALE: 1/4"=V-0" Drawn: K F,M A4 Checked: - l r � KEVIN � , MULLICAN INC , ARCHITECTURAL ASPHALT SHINGLES ON 15# • r ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR 7/16"O.S.B. ON CONVENTIONAL FRAMING, 12 4 �12 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER NEW 8'-0"PLATE CONTINUOUS P.T.2"x8"FASCIA BOARD. TOP OF WINDOW CEDAR SHAKES ON 15"FELT OVER 1/2"EXTERIOR GRADE 4 PLYWOOD SHEATHING ON �o c0 2"x 6"STUDS @ 16"O.C.. ca 1 P.T. 2"x 6"TRIM W/P.T. I I I NEW SECOND FLOOR I CROWN, SHOE,AND SILL. I I I II I� NEW 9'-2"PLATE r12 EXISTING 8'-2"PLATE o MATCH EXISTING ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR TOP OF WINDOW GRADE PLYWOOD SHEATHING OR 7/16"O.S.B. ON CONVENTIONAL FRAMING. CONTINUOUS ALUMINUM EAVE DRIP ON CO so CONTINUOUS P.T. 1"x 2"NOSING OVER CD CONTINUOUS P.T.2"x8"FASCIA BOARD. CEDAR SHAKES ON 15"FELT EXISTING FIRST FLOOR OVER 1/2"EXTERIOR GRADE (FRONT) EXISTING FIRST FLOOR(REAR) PLYWOOD SHEATHING ON FINISH GRADE 2"x 6"STUDS @ 16"O.C.. � CV east elevation A3 SCALE: 1/4"=1'-0" ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR 7/16"O,S.B. ON CONVENTIONAL FRAMING. 12 12 4 4 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER CONTINUOUS P.T.2"x8"FASCIA BOARD. NEW 8'-0"PLATE TOP OF WINDOW 1111 11 hCEDAR SHAKES ON 15"FELT OVER 112"EXTERIOR GRADE PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16"D.C., 4 P.T.2"x 6"TRIM W/P.T. No: DATE: REVISIONS: `O CROWN,SHOE,AND SILL, STAINLESS STEEL 2 NEW SECOND FLOOR CABLE RAILING 3 NEW 9'-2"PLATE4 ARCHITECTURAL ASPHALT SHINGLES ON 15# EXISTING 8'-2"PLATE .? ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR • ■ 7/16"0.3.B. ON CONVENTIONAL FRAMING. TDP OF WINDOW CONTINUOUS ALUMINUM EAVE DRIP ON �OM� �� NavA-rI oN CONTINUOUS P.T. 1"x 2"NOSING OVER iv ll CONTINUOUS P.T.2"x8"FASCIA BOARD. � I THF, O I CONOP-,- 5 ■ r EXISTING FIRST FLOOR (FRONT) EXISTING FIRST FLOOR(REAR) 12"SQUARE PAINTED WOOD COLUMNS 4 FINISH GRADE ON CEDAR SHAKE BASE. X�P-IOP N ��vA�rioNs 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 be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. , Job No: �2� 0 Sheet No: 2 W�S� �I�va,J,�ion 2IDate: I I/�I/2005 A SCALE: 1/4"=1'-0" Scale: /4''-11_0. Drawn: K,' M. Checked: ■ ■ 43'-8" 381_611 K V I N I MULLICAN 16'-6° 22'-0" 5'-2" 16'-6° 22'-0" I N F, F-1,, I N C 21,-411 2'-10" 8'-3" 8'-3" 101 g,l 111 311 2'-$" 5'-7" 5-7" 2'-$" 4'-0" c 4'-0" mo 904) 14 -2 - �2 �2_714 ■ ■ t----------- --------------- ---------- ----- 8068 SLIDING FRENCH 8068 SLIDIf G FRENCH o w I ROOF BELOW -v Q 12068 SLI ING FRENCH I o M (4)3050FIXED I I I I nw cM I `PDO - NoU GUEST MASTER EXISTING I I 2668 z z n ---- w _ FAMILY ¢ - W U_ - 2 STORY VOLU ME M I o U OPEN TO ,;, M I N FAMILY BELOW M a� M 0 04 i 1 00 nw I - T _ 2468 N O 0 T - I 2468 con co11 UNIT �I J ---- I 00 Ij I J � I ;, -- r W CLOSET AIC\I I N W U LINE OF CEILING CHANGE LF3050 LA U 8'-0"CLG UNIT�I� 2 ---------------�-----�---- — �--- ----- � - 6 BATH \� ? j 8'-0"CLG ADJUST FLUE 3030 FIX D 3030 IXED 3030 IXED _ WkLS IN FIELD OPTI L LOCATION 5'-ON 12'-10" 4'-10" F�I MAXIMUM I I 1 IN SE ND FLOOR ATTIC C4 SET SPACE �4 oQ 41- _pal I 1 in EXISTIN 0 I FIREPLA E I I I _ II z POOL _ II ' 1 1 N 8'-8"CLG o - E�� c 7 X 61 811 " Q �6"yi eqR � O .7 L2 9'-10" 6' 8" 41-3" 6'-611 6'-6" 41-9" DINING i JL CO so° EXISTING c0 /'-6- --------------_ 22'-0" I O 5'-0" 41- 411 1 ,111 51,2" 38'-6" Rs=g. NOOK 0 (P� Yf 8'-2"CLG II - LOWER AIND - A LOWER AND Q I ---^-- --- OFT ERC_AbS — — TUPPER-UA BS -- ———— ———————— -- ------ - zI I U U, I uUJ in 001 1 DROP co I 8'-2"CLG ,- SQUARE FOOTAGE I I Q EXIST 1 ST FLOOR A/C: 1654 S.F. NEW 1 ST FLOOR A/C: 950 S.F. Eo: EXISTING PORCH: 62 S.F. I I I 0 NEW 2ND FLOOR A/C: 446 S.F. 7_71I I I I TOTAL A/C S.F.: 3050 S.F. ' TOTAL S.F.: 3112 S.F. I I I No: DATE: REVISIONS: I 1 2 3 4 ■ ■ __ HaM� �� NavA-rIDN o � a� Como P" ' S 0 ■ ------------ PI-AN5 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 be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to fi r5t f 1 oor lai 02-210ch use.a>� Job No: Sheet No: SCALE: 1/4"= 1'`D" A2 SCALE: 1/4"= 1'`0" Date: 11/211 200 Scale: Drawn: K MA2, Checked: ■ ■ ■ ■ ,_8„ r-\F, VIN F, AALILLICAN 431-8-4 16'-6" 22'-0" 5'-2" I� 51 G N , INC , 2'-8" 11'-2" 2'-8" ■ ■ 3'-6" 3'-6" 4 45's VERTICAL r ----- 3#5's HORIZONTAL L..._----- _L_a__wQ 9 --------------------------------------------- - i I 1 I I = x12 TFL OR J AST 24" c. I I I co I I I 1 I I i ij:i=F • i iii■ Rssiia� iiigi iA,F FIe f ■ii illi iii iii�if L— —J L 1 2x12 PT RIM 30ARD EXISTING OFF GRADE I I (TYP) ILI 36"x 36"x 12" �— — J FLOOR STRUCTURE I 2x12 fTFL OR Is 24" c. w/(4)#5's E.W. TO REIMAIN. I I 1 I 6-42 6#- 4'-10': 1 I I I"? r --� r —� — r ------ -1 2xaF'T ;s ii�ii I I : a a�� a ai ■"'Sam s � iaaaasaiaaa ■ y� ra a Bili i�sisiu iii�•a '� i�i siiisa iiiF>I<� iiiAaa si � I 1 I I 1 I I 1 J1..... _J L -...J r- 1 I 30"x 30"x 12" 1 I 1 wl(3)#5's E.W. I 1 1 I I 1 a,'w i I i p 1 I x12 TFL OR J. IST 24" Co 1 3 1 1 I r-- r_J I 8"C.M.U. STEM WALL. `4 Y I I r l (3) 2x PT 1 1€IE€1111 11 €x€ 11111€ €€€ 1 I TYPICAL PIER to EXISTING OFF GRADE W x12 TFL IOR J IST 24" FLOOR STRUCTURE m i 1 10"x 24"CONTINUOUS CONCRETE TO REMAIN. z I 1 FOOTING W/3#5's CONTINUOUS& ! #4's TRANSVERSE @ 24"Q.C.ON 4" I COMPACTED SUBGRADE. Lu 1 I I r- -- — -- 73 J 1 I 1 I I I I C? ---____-----_- I I I I I I J EXISTING OFF GRADE FLOOR STRUCTURE TO REMAIN. No: DATE: REVISIONS: NOME P-,,� NOVATION FOP-1- THF, O1 CONOr"_ 15 FOUNPATION & FLAMING 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 urlobe restricted to the original site for which it is pre- Will— pared and publication thereof is express) limited to p p Y "i, such use, first floor Ian ;��1�!�j Job No: (14_`I� Sheet No: ear • ",�`�'i Al SCALE: 1/4"= f ly s • + +}�� + Date: 0,�`/200 V-0" ` ; y. • d Q FFREY K. BULSBERGP.E. Scale:, Al ! � a�•!: ;+ (FL PE No.33152) • ��`�••• 2955 HARTLEY RD.,SUITE 202 Drawn: 7 � JACKSONVILLE,FL.32257 Checked: Ph. 904 886-2401 Fax 904 260-4367 p�, I ........... V I N F , M UL, L, I CAN PF1516NF P".1 INC r___--_-- ---------------------------- I _ REMOVE DOOR, I I I REMOVE EXISTING OVERHANG BACK TO EXISTING WALL STRUCTURE. I I I I I I I I I I ALL EXISTING STRUCTURE I AND FINISHES TO REMAIN jl I IN THESE AREAS. jl II REMOVE WINDOW. II I I I II I I I I II I I I I I I I I L------------- ----------- , I I I HATCHED AREAS DENOTE I EXISTING WALL CONSTRUCTION j ---------------- --- n O BE REMOVED. I I � T II I I I REMOVE SKY LIGHT. I II I I I I I I II I I I I I I II I I I I I III I I I II II REMOVE WINDOW. I I i I n II I ALL EXISTING WALL AND ROOF STRUCTURE TO BE REMOVED IN THIS AREA. I I I I \\\ I I I I I \ -_-� ----_- I I I I I }-------- - \ I I I ALL EXISTING STRUCTURE I I \\\ I I AND FINISHES TO REMAIN j IN THESE AREAS. REMOVE WINDOW = I II AND DOOR. I II I HATCHED AREAS DENOTE I EXISTING WALL CONSTRUCTION _ ______——, I I // TO BE REMOVED. I ---------- --- ------ I ---- ----- I I I I I I I I I / I � I I I 0. j ALL EXISTING KITCHE j FINISHES TO REMAIN. I I ALL WINDOWS NOT NOTED TO BE REMOVED WILL REMAIN, I I I I I I I I I ALL EXISTING STRUCTURE AND FINISHES TO REMAIN ALL WINDOWS NOT NOTED TO No: DATE: REVISIONS: IN THESE AREAS. BE REMOVED WILL REMAIN. 1 2 3 4 HOME �� Nov,�-rloN CON OP 15 Wo o e� nno� i-ri oN 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 be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. Amo i�io+� �n Job No: 02-210 Sheet No: SCALE: 1/4'= V-0" Date: ll/Z/200 Scale: /+1_1 -0 Drawn: K M. Checked: ■ ■ � I MULLICAN 75.00' — � INC EXISTING i ■ ( 0�� 7� 5 Imo} SHED ■ 20' B.R L. • •�� •• --------------- ------ ----- ---------- NEW POOL DECK ---- EXISTING POOL I I • I � J , 'I I � 1 CROSSHATCHED AREA DENOTES 1 NEW SECOND FLOOR ADDITION 1 1 I i OVER EXISTING FIRST FLOOR. I - 1 I , 1 _ I i ! HATCHED AREA DENOTES NEW TWO STORY ADDITION I 1 I I - 1 - , I HATCHED AREA DENOTES I NEW ONE STORY ADDITION I 1 I LO I _ 1 I 1 I`I�`M 111 1 1 I I I I I I 1 , I I II ' I I 1 � I I , 1 1 I , 1 , ® 1 I 11 I I I i 1 _ I I I I 1 II I - I � 1 M I I 1 m TI r� I I I I I 1 � - , I _ I I I I ' i I I I I I I I 1 1 I I � I _ , I - I I I I � I I I I � I 1 I 1 , - � I I I � I I , 1 I I 1 EXISTING CONCRETE DRIVE I TO REMAIN. 1 II 1 1 1 I I , I I I , I , I , I I ' 1 1 Su��AC� I - 1 1 iI - ' I I , I I I _ Lot'MCA, 11,150 5,r I , 1 , i � I I 3�ILPING PJ��A; 2715 SIS. - --------------- -------------- ---- PA1105 ANP WALKS 1100 5,�I 20' B.R.L. EXISTING CONCRETE WALK I i TO REMAIN. j PSI M'AY; 540 5'F i - o� IM��vlous 5L1�rAC� �8 No: DATE: REVISIONS: 2 • 3 I 3Z)t�-�o Orvla�ins ■ ■ ---- ------_—— — HOV33 OUNV11V .�0 Ail) --_ - -- _---_---- ---- --_ --- _----------------- - - - - _ ---- - -- _- ------ __ __ _ _ _ _ __ _ __ _ an0L1ddV E L E V E N T H A V E N U E City o Atlanta Beac HOME, �F N O VA ON Planning and Zoning oepartmsct This approval verifies compilarnte with apPficable o I\ develop subdivision and other local land doO I N O development regulations, but does not constitute approval for the issuance of permits. Compiiancs with Florida Building Code and as other applicable local, State and Federal permitting requirements must be verified by signature of the City ofA lantio Beach Building Official prior to tt>!is M$ ■ ■ Building Permit, II� / r-I _ .. .._.._ .. . .._ .._ .. �. . ._ .._ .._. ._.. _..._.._ . . _ .._. . ._.. _..._..._.. _..._. . ._ . . _...r.._ . . _.. �..._.._..�.. . ._. . _. . �. . ._. . _. . ApprovedSli fc ltTit.!'- Crll C I L.4��/'\l. Date 511F PLAN AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall �n �.' 1 L �, remain his property. The use of this drawing shall CA I""'C1,UrC� 51LL �h 2 �1 E' !v r D be restricted to the original site for which it is pro- -01,SCALE: 1"= 1p' C �,. C� �`r;�dTl nACri c' pared and publication thereof is expressly limited to E3UILJ'P4G ;� 2 %%'Y such use. II 1� Job Na. 02-210 Sheet No: DEC •12 2�J3 Date: II/Z/200 Scale: III x 01-011 Drawn: Checked: .0" 7 4.0 NArf x • • /f 1,5 R/ 44 Z-1 ca—I "In el" Ij A APPROVED ,CITY u OF All'.NTIC BEACH ILDING OFFICrr 2 3 1-082 1 - r • • •w' v s i - _. r ,.. . . .. - a �;: �r .'FSS � •' i '•. - , f , i t s r m ( S 1 r , - lr F 1 >^ t. �r R 1 f • 1 Y, r (r 1 ^ rr fa 1: N i p � ••�• .. r• r r "r '(r i 4 ,.'> -.- .-..��.�.s_.��,r, :_.�_,_________.:_._�._...�-_ r:l• .- .,.., � :. '. 2 y'' '4 3 i ( �'A:y Petr",, ^r r' d a: ;,:• t -r.:` is —{. • „ :f. 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I . \ - �C f � . '."), 1 - . . . - Y w _. '».. _ •', - + 4.. X f' r ll'y - Y f. �. , -17; ■ ■ \ / � I MULLICAN 75.00' — � INC EXISTING i ■ ( 0�� 7� 5 Imo} SHED ■ 20' B.R L. • •�� •• --------------- ------ ----- ---------- NEW POOL DECK ---- EXISTING POOL I I • I � J , 'I I � 1 CROSSHATCHED AREA DENOTES 1 NEW SECOND FLOOR ADDITION 1 1 I i OVER EXISTING FIRST FLOOR. I - 1 I , 1 _ I i ! HATCHED AREA DENOTES NEW TWO STORY ADDITION I 1 I I - 1 - , I HATCHED AREA DENOTES I NEW ONE STORY ADDITION I 1 I LO I _ 1 I 1 I`I�`M 111 1 1 I I I I I I 1 , I I II ' I I 1 � I I , 1 1 I , 1 , ® 1 I 11 I I I i 1 _ I I I I 1 II I - I � 1 M I I 1 m TI r� I I I I I 1 � - , I _ I I I I ' i I I I I I I I 1 1 I I � I _ , I - I I I I � I I I I � I 1 I 1 , - � I I I � I I , 1 I I 1 EXISTING CONCRETE DRIVE I TO REMAIN. 1 II 1 1 1 I I , I I I , I , I , I I ' 1 1 Su��AC� I - 1 1 iI - ' I I , I I I _ Lot'MCA, 11,150 5,r I , 1 , i � I I 3�ILPING PJ��A; 2715 SIS. - --------------- -------------- ---- PA1105 ANP WALKS 1100 5,�I 20' B.R.L. EXISTING CONCRETE WALK I i TO REMAIN. j PSI M'AY; 540 5'F i - o� IM��vlous 5L1�rAC� �8 No: DATE: REVISIONS: 2 • 3 I 3Z)t�-�o Orvla�ins ■ ■ ---- ------_—— — HOV33 OUNV11V .�0 Ail) --_ - -- _---_---- ---- --_ --- _----------------- - - - - _ ---- - -- _- ------ __ __ _ _ _ _ __ _ __ _ an0L1ddV E L E V E N T H A V E N U E City o Atlanta Beac HOME, �F N O VA ON Planning and Zoning oepartmsct This approval verifies compilarnte with apPficable o I\ develop subdivision and other local land doO I N O development regulations, but does not constitute approval for the issuance of permits. Compiiancs with Florida Building Code and as other applicable local, State and Federal permitting requirements must be verified by signature of the City ofA lantio Beach Building Official prior to tt>!is M$ ■ ■ Building Permit, II� / r-I _ .. .._.._ .. . .._ .._ .. �. . ._ .._ .._. ._.. _..._.._ . . _ .._. . ._.. _..._..._.. _..._. . ._ . . _...r.._ . . _.. �..._.._..�.. . ._. . _. . �. . ._. . _. . ApprovedSli fc ltTit.!'- Crll C I L.4��/'\l. Date 511F PLAN AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall �n �.' 1 L �, remain his property. The use of this drawing shall CA I""'C1,UrC� 51LL �h 2 �1 E' !v r D be restricted to the original site for which it is pro- -01,SCALE: 1"= 1p' C �,. C� �`r;�dTl nACri c' pared and publication thereof is expressly limited to E3UILJ'P4G ;� 2 %%'Y such use. II 1� Job Na. 02-210 Sheet No: DEC •12 2�J3 Date: II/Z/200 Scale: III x 01-011 Drawn: Checked: I ........... V I N F , M UL, L, I CAN PF1516NF P".1 INC r___--_-- ---------------------------- I _ REMOVE DOOR, I I I REMOVE EXISTING OVERHANG BACK TO EXISTING WALL STRUCTURE. I I I I I I I I I I ALL EXISTING STRUCTURE I AND FINISHES TO REMAIN jl I IN THESE AREAS. jl II REMOVE WINDOW. II I I I II I I I I II I I I I I I I I L------------- ----------- , I I I HATCHED AREAS DENOTE I EXISTING WALL CONSTRUCTION j ---------------- --- n O BE REMOVED. I I � T II I I I REMOVE SKY LIGHT. I II I I I I I I II I I I I I I II I I I I I III I I I II II REMOVE WINDOW. I I i I n II I ALL EXISTING WALL AND ROOF STRUCTURE TO BE REMOVED IN THIS AREA. I I I I \\\ I I I I I \ -_-� ----_- I I I I I }-------- - \ I I I ALL EXISTING STRUCTURE I I \\\ I I AND FINISHES TO REMAIN j IN THESE AREAS. REMOVE WINDOW = I II AND DOOR. I II I HATCHED AREAS DENOTE I EXISTING WALL CONSTRUCTION _ ______——, I I // TO BE REMOVED. I ---------- --- ------ I ---- ----- I I I I I I I I I / I � I I I 0. j ALL EXISTING KITCHE j FINISHES TO REMAIN. I I ALL WINDOWS NOT NOTED TO BE REMOVED WILL REMAIN, I I I I I I I I I ALL EXISTING STRUCTURE AND FINISHES TO REMAIN ALL WINDOWS NOT NOTED TO No: DATE: REVISIONS: IN THESE AREAS. BE REMOVED WILL REMAIN. 1 2 3 4 HOME �� Nov,�-rloN CON OP 15 Wo o e� nno� i-ri oN 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 be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. Amo i�io+� �n Job No: 02-210 Sheet No: SCALE: 1/4'= V-0" Date: ll/Z/200 Scale: /+1_1 -0 Drawn: K M. Checked: ■ ■ ■ ■ ,_8„ r-\F, VIN F, AALILLICAN 431-8-4 16'-6" 22'-0" 5'-2" I� 51 G N , INC , 2'-8" 11'-2" 2'-8" ■ ■ 3'-6" 3'-6" 4 45's VERTICAL r ----- 3#5's HORIZONTAL L..._----- _L_a__wQ 9 --------------------------------------------- - i I 1 I I = x12 TFL OR J AST 24" c. I I I co I I I 1 I I i ij:i=F • i iii■ Rssiia� iiigi iA,F FIe f ■ii illi iii iii�if L— —J L 1 2x12 PT RIM 30ARD EXISTING OFF GRADE I I (TYP) ILI 36"x 36"x 12" �— — J FLOOR STRUCTURE I 2x12 fTFL OR Is 24" c. w/(4)#5's E.W. TO REIMAIN. I I 1 I 6-42 6#- 4'-10': 1 I I I"? r --� r —� — r ------ -1 2xaF'T ;s ii�ii I I : a a�� a ai ■"'Sam s � iaaaasaiaaa ■ y� ra a Bili i�sisiu iii�•a '� i�i siiisa iiiF>I<� iiiAaa si � I 1 I I 1 I I 1 J1..... _J L -...J r- 1 I 30"x 30"x 12" 1 I 1 wl(3)#5's E.W. I 1 1 I I 1 a,'w i I i p 1 I x12 TFL OR J. IST 24" Co 1 3 1 1 I r-- r_J I 8"C.M.U. STEM WALL. `4 Y I I r l (3) 2x PT 1 1€IE€1111 11 €x€ 11111€ €€€ 1 I TYPICAL PIER to EXISTING OFF GRADE W x12 TFL IOR J IST 24" FLOOR STRUCTURE m i 1 10"x 24"CONTINUOUS CONCRETE TO REMAIN. z I 1 FOOTING W/3#5's CONTINUOUS& ! #4's TRANSVERSE @ 24"Q.C.ON 4" I COMPACTED SUBGRADE. Lu 1 I I r- -- — -- 73 J 1 I 1 I I I I C? ---____-----_- I I I I I I J EXISTING OFF GRADE FLOOR STRUCTURE TO REMAIN. No: DATE: REVISIONS: NOME P-,,� NOVATION FOP-1- THF, O1 CONOr"_ 15 FOUNPATION & FLAMING 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 urlobe restricted to the original site for which it is pre- Will— pared and publication thereof is express) limited to p p Y "i, such use, first floor Ian ;��1�!�j Job No: (14_`I� Sheet No: ear • ",�`�'i Al SCALE: 1/4"= f ly s • + +}�� + Date: 0,�`/200 V-0" ` ; y. • d Q FFREY K. BULSBERGP.E. Scale:, Al ! � a�•!: ;+ (FL PE No.33152) • ��`�••• 2955 HARTLEY RD.,SUITE 202 Drawn: 7 � JACKSONVILLE,FL.32257 Checked: Ph. 904 886-2401 Fax 904 260-4367 p�, ■ ■ 43'-8" 381_611 K V I N I MULLICAN 16'-6° 22'-0" 5'-2" 16'-6° 22'-0" I N F, F-1,, I N C 21,-411 2'-10" 8'-3" 8'-3" 101 g,l 111 311 2'-$" 5'-7" 5-7" 2'-$" 4'-0" c 4'-0" mo 904) 14 -2 - �2 �2_714 ■ ■ t----------- --------------- ---------- ----- 8068 SLIDING FRENCH 8068 SLIDIf G FRENCH o w I ROOF BELOW -v Q 12068 SLI ING FRENCH I o M (4)3050FIXED I I I I nw cM I `PDO - NoU GUEST MASTER EXISTING I I 2668 z z n ---- w _ FAMILY ¢ - W U_ - 2 STORY VOLU ME M I o U OPEN TO ,;, M I N FAMILY BELOW M a� M 0 04 i 1 00 nw I - T _ 2468 N O 0 T - I 2468 con co11 UNIT �I J ---- I 00 Ij I J � I ;, -- r W CLOSET AIC\I I N W U LINE OF CEILING CHANGE LF3050 LA U 8'-0"CLG UNIT�I� 2 ---------------�-----�---- — �--- ----- � - 6 BATH \� ? j 8'-0"CLG ADJUST FLUE 3030 FIX D 3030 IXED 3030 IXED _ WkLS IN FIELD OPTI L LOCATION 5'-ON 12'-10" 4'-10" F�I MAXIMUM I I 1 IN SE ND FLOOR ATTIC C4 SET SPACE �4 oQ 41- _pal I 1 in EXISTIN 0 I FIREPLA E I I I _ II z POOL _ II ' 1 1 N 8'-8"CLG o - E�� c 7 X 61 811 " Q �6"yi eqR � O .7 L2 9'-10" 6' 8" 41-3" 6'-611 6'-6" 41-9" DINING i JL CO so° EXISTING c0 /'-6- --------------_ 22'-0" I O 5'-0" 41- 411 1 ,111 51,2" 38'-6" Rs=g. NOOK 0 (P� Yf 8'-2"CLG II - LOWER AIND - A LOWER AND Q I ---^-- --- OFT ERC_AbS — — TUPPER-UA BS -- ———— ———————— -- ------ - zI I U U, I uUJ in 001 1 DROP co I 8'-2"CLG ,- SQUARE FOOTAGE I I Q EXIST 1 ST FLOOR A/C: 1654 S.F. NEW 1 ST FLOOR A/C: 950 S.F. Eo: EXISTING PORCH: 62 S.F. I I I 0 NEW 2ND FLOOR A/C: 446 S.F. 7_71I I I I TOTAL A/C S.F.: 3050 S.F. ' TOTAL S.F.: 3112 S.F. I I I No: DATE: REVISIONS: I 1 2 3 4 ■ ■ __ HaM� �� NavA-rIDN o � a� Como P" ' S 0 ■ ------------ PI-AN5 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 be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to fi r5t f 1 oor lai 02-210ch use.a>� Job No: Sheet No: SCALE: 1/4"= 1'`D" A2 SCALE: 1/4"= 1'`0" Date: 11/211 200 Scale: Drawn: K MA2, Checked: l r � KEVIN � , MULLICAN INC , ARCHITECTURAL ASPHALT SHINGLES ON 15# • r ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR 7/16"O.S.B. ON CONVENTIONAL FRAMING, 12 4 �12 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER NEW 8'-0"PLATE CONTINUOUS P.T.2"x8"FASCIA BOARD. TOP OF WINDOW CEDAR SHAKES ON 15"FELT OVER 1/2"EXTERIOR GRADE 4 PLYWOOD SHEATHING ON �o c0 2"x 6"STUDS @ 16"O.C.. ca 1 P.T. 2"x 6"TRIM W/P.T. I I I NEW SECOND FLOOR I CROWN, SHOE,AND SILL. I I I II I� NEW 9'-2"PLATE r12 EXISTING 8'-2"PLATE o MATCH EXISTING ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR TOP OF WINDOW GRADE PLYWOOD SHEATHING OR 7/16"O.S.B. ON CONVENTIONAL FRAMING. CONTINUOUS ALUMINUM EAVE DRIP ON CO so CONTINUOUS P.T. 1"x 2"NOSING OVER CD CONTINUOUS P.T.2"x8"FASCIA BOARD. CEDAR SHAKES ON 15"FELT EXISTING FIRST FLOOR OVER 1/2"EXTERIOR GRADE (FRONT) EXISTING FIRST FLOOR(REAR) PLYWOOD SHEATHING ON FINISH GRADE 2"x 6"STUDS @ 16"O.C.. � CV east elevation A3 SCALE: 1/4"=1'-0" ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR 7/16"O,S.B. ON CONVENTIONAL FRAMING. 12 12 4 4 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER CONTINUOUS P.T.2"x8"FASCIA BOARD. NEW 8'-0"PLATE TOP OF WINDOW 1111 11 hCEDAR SHAKES ON 15"FELT OVER 112"EXTERIOR GRADE PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16"D.C., 4 P.T.2"x 6"TRIM W/P.T. No: DATE: REVISIONS: `O CROWN,SHOE,AND SILL, STAINLESS STEEL 2 NEW SECOND FLOOR CABLE RAILING 3 NEW 9'-2"PLATE4 ARCHITECTURAL ASPHALT SHINGLES ON 15# EXISTING 8'-2"PLATE .? ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR • ■ 7/16"0.3.B. ON CONVENTIONAL FRAMING. TDP OF WINDOW CONTINUOUS ALUMINUM EAVE DRIP ON �OM� �� NavA-rI oN CONTINUOUS P.T. 1"x 2"NOSING OVER iv ll CONTINUOUS P.T.2"x8"FASCIA BOARD. � I THF, O I CONOP-,- 5 ■ r EXISTING FIRST FLOOR (FRONT) EXISTING FIRST FLOOR(REAR) 12"SQUARE PAINTED WOOD COLUMNS 4 FINISH GRADE ON CEDAR SHAKE BASE. X�P-IOP N ��vA�rioNs 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 be restricted to the original site for which It is pre— pared and publication thereof is expressly limited to such use. , Job No: �2� 0 Sheet No: 2 W�S� �I�va,J,�ion 2IDate: I I/�I/2005 A SCALE: 1/4"=1'-0" Scale: /4''-11_0. Drawn: K,' M. Checked: I ■ K,� V I N L� , M UL, L, I CAN f�� 51GN� I�, INC . ■ 12 4 NEW 8'-0" PLATE iL TOP OF WINDOW — a aP cn NEW SECOND FLOOR NEW 9'-2" PLATE 1111 iii l u n iii n n iii iii 1 HITII IIITIIi ii i EXISTING 8'-2"PLATE TOP OF WINDOW ❑ 41 L El IU N E "CO IT II I] IjII 1 EXISTING FIRST FLOOR (FRONT) _ EXISTING FIRST FLOOR(REAR) 4 FINISH GRADE N K,-�1 south elevation A4 SCALE: 1/4'=1'-0" 12 41 I No: DATE: REVISIONS: 1 12 2 MATCH EXISTING 3 4 EXISTING 8'-2"PLATE I TOP OF WINDOWLIT HOMF, P,,T- NOVATION Ofd 0 TH[� 0ICONoP- 15 co FIRST FLOOR a ��vA-rioNs `v FINISH GRADE 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 be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 02-2,0 Sheet No: z nortk devabon nate: II/Z!/200 Scale: I/� sln0 A4 SCALE: 1/4"=V-0" Drawn: K F,M A4 Checked: - . .. . i . .. ■ ■ MULLICAN PF1516NF, I"i INC , ■ z ❑ EXISTING I I w i �O z li 1 NEW HEADER ! �' 0I I Q 11 I CONVENTIONAL FRAME LU�I STAIRS AND LANDING. (LANDING TO BE CANTILEVERED) A wl _ O 1 � li -----i 2A RAFTERS @ 4"d c. +� i I IX N 1 1 2x4 POSI LUI w TO TRIPLE JOIST 1 1� NO FLOOR THIS AREA 1 BELOW 0 1- --- TWO STORY SPACE 1 T 2X8 1z 1 1 OLL X 1 Wuj ❑ II 0 �{- 1 CD z 011- ILLINSTALL CRICKET TO 1 �+ X 6 AF E R @ 241c. 01DRAIN CORNER CQ Q - m li 5 a"x 5 ' PARALLAM i w li POST i 3- (3)(3) 1 a"x 111#LVL-3'" BEARINGQD 3-2x12 ON POST � G• , o ii �✓ l� off' ___k I n Ji U �1, i J1 V � -,., 0C'• i w cn �, I LU- �— i �p 41 G. Ili X N0 16 GO pc + i z Of Elf �+ �P X cc 00 1 -E- (3)2x4 SYPi ia_ I W , !LOU1 w B RAC E TO r �� OVERFRAME BRACE \�\ VALLEY FROM ,�/ I ',Iw � ------------------------X TO EXISTING ROOF I ��\ BEAMUJ Z11 ,� r W _ �� ,� CONVENTIONAL F ME r� r OVER EXISTING H F ROOF r THIS AREA W/2"x 1 "RIDGES r� &2"x 8" RAFTERS 16"O.C. L1 ,r rr MATCH EXISTING OF PITCH\ ,r APPROX 3/12. � r � r � r � � r r r r� r� 1 z i i rr rr i x No: DATE: REVISIONS: w Q Hi I r r 1 Q 1 I 1 4 - C7 i 1 � i i � ■ 1 ' W HOMF-, PFNOVATION F 0P-1- TH F, O EX ING EXISTING F IMAM I NG CLANS EXISTING EXISTING 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 be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to lower roof & secon,d floor such use. •••• •� 2 upper roof `. :••L��t a-�T�•"• ��, Job No: 01-210 Sheet No: A5 SCALE: 1/4"= 1'-0" _ �' A5 SCALE: 1/4"= 1'-0" Date: iU/7/20CiK r"� . � tf �'�1 .2• JEFFREY K. HULSBERG P.E. Scale: 7 (FL PE No.33152 i': x3 „Off•' 2955 HARTLEY RD.,SUITE 202 Drawn: It,�' "' ' .P JACKSONVILLE,FL.32257 Checked: n Ph.MAI 886-2401 Fax 904 260 4367 ■ ■ l ----------- ...... . . K,� VIN F, MULLICAN PF' 516N� r-'_j INCI . . 12 4112 PITCH AT NEW SECOND STORY ROOF R-30 INSULATION W/ FIBERGLASS SHINGLES ON 15# 2"POSITIVE AIRSPACE ROOFING FELT OVER 1/2" EXTERIOR 21.011 UNDERSHEATHING GRADE PLYWOOD SHEATHING OR TYPICAL 7/16"O.S.B. ON CONVENTIONAL FRAMING. (U.O.N. GALV. METAL,HURRICANE CLIP (SEE STRUCTURAL) NEW 8'-0" PLATE SMOOTH FINISH ON 518" DRYWALL CEILING CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x2" NOSING OVER CONT. P.T. 2"x 8"FASCIA BOARD, (2)2"x 6"#2 UT ERN PINE TOP PL E SEESTRUCTLIRA SHEETS FOR NG EERING NOTES 1/2"AC PLYWOOD ON STRUCTURAL MEMBERS ANDI CO ECTIONS. LL li a CONTINUOUS 3" " VINYL VENT 2"x 6"S4S TRIM BOARD O D z_ U_ O IL 12 MATCH EXISTING PITCH (APPROXIMATELY 3/12) ON OVERFRAME AREAS R-30 INSULATION W/ NEW SECOND FLOOR FIBERGLASS SHINGLES ON 15# �� 2"POSITIVE AIRSPACE ROOFING FELT OVER 1/2"EXTERIOR 21_0" C� UNDER SHEATHING GRADE PLYWOOD SHEATHING OR TYPICAL 7/16"O.S.B. ON CONVENTIONAL FRAMING, (U.O.N.) 1/2" DRYWALL ON 2"x6" � NEW 9'-2" PLATE STUDS @ 16"O.C. GALV. METAL HURRICANE CLIP R-19 FIBERGLASS BATT (SEE STRUCTURAL) INSULATION BETWEEN STUDS MATCH EXISTING PLATE SMOOTH FINISH ON 5/8"DRYWALL CEILING CONTINUOUS ALUMINUM (2)2"x 6"#2 SOUTHERN PIINE TOP PLATE EAVE DRIP ON CONTINUOUS SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES P.T. 1"x2" NOSING OVER CONT. P.T. 2"x 8" FASCIA BOARD. ON STRUCTURAL MEMBERS AND CONNECTIONS, 1/2"DRYWALL ON 2"x6" STUDS @ 16"O.C, 1/2"AC PLYWOOD R-19 FIBERGLASS BATT CONTINUOUS 3" INSULATION BETWEEN STUDS LL VINYL VENT u: LL a aUj 2" x 6"S45 TRIM BOARD19 Fw- °P io g 1 0 °° O ❑ co ❑ co z 3. O LL O IL 0. ° FNo:FDTE: REVISIONS: CEDAR SHAKES ON 15#FELT WOOD BASE-AS PER BUILDERS SPECIFICATIONS, CEDAR SHAKES ON 15#FELT WOOD BASE-AS PER BUILDERS SPECIFICATIONS, OVER 7/16"OSB SHEATHING ON OVER 7/16"OSB SHEATHING ON MATCH EXISTING FLOOR 2 2"x 6" STUDS @ 16"O.C. 2"x 6"STUDS @ 16"O.C. e 3 SYNTHETIC STUCCO FINISH N SYNTHETIC STUCCO FINISH N OVER B"C.M.U.. z X OVER 8"C.M.U.. z X 4 GRADE w ¢ (SEE CONVENTIONAL NTIONSTRUCTURARAMING GIDE CONVENTIONAL FRAMING w < (SEE STRUCTURAL) + ■ 8"BLOCK FOUNDATION WALL 8"BLOCK FOUNDATION WALL W/1 #5 VERT. @ 48"O,C.. W/1 #5 VERT. @ 48"O.C.- HOME PINOVArION N N N' N 12"x 24"CONTINUOUS CONCRETE For N 12"x 24"CONTINUOUS CONCRETE FOOTING W/3#5's CONTINUOUS& r '^ " FOOTING W/3#5's CONTINUOUS& I I #4's TRANSVERSE @ 24"O.C, #4's TRANSVERSE @ 24"O.C. -r� O Comor s ON COMPACTED SUBGRADE, ON COMPACTED SUBGRADE. 21-0" 21-0" F_x-MP1Or12- w/All� sr_:__C-r1ON5 1 A Is�C�10� ('2 `Ar�llS�G �Oh property isra g is an instrument of service and the VVof Kevin E. Mullican. and shall remain his property. The use of this drawing shall A6 SCALE; 1/2"= 1'-0" A6 SCALE: 1/2"=1'-0" restricted hisite It pre— pared publication thereof is expressly limited such use. Job No: 02-210 Sheet No: Date: I I/21/0� Scale: / s l _0A6 Drawn: K,�,M, Checked: - ■ ■ K,� V I N , M UL, L, I CAN PF, 516NFI INC .TO POOL /TO LANDSCAPE LIGHTING // LIGHTING ■ ■ _ ----------- J KAY ---RE RE — r�mr�t� Irl / ---- REC REG �/ I W 4p \\ WP \`Y y CONE II SCONCE GF 5CONCE ............................... p I \ \ CON \ ................................ f=LOD�DJiLL" HONE I I — 70 ��/ R \ REG/ \REG I PHONE \\�` or �\\ tri EXIS ELECTINGRICAL ,r _ / TO REMAIN,REMAIN. PHONE --�- � I \ \ EI , ...... O�rLr F OOR / I TO WALL Q ................................ K�CF551:C7 CAN LGr1T SCONCE TOSV�6ITCH � � / ABOVE \ TO FAN / / / BELOWREC., \REV TO LIGHTS IN CEILING / O 44� N / / ��// II UNIT J ABOVE. IN CEILING / GFI W CH 1 TO S ITCH TO SWITCH TO S #1_ j BELO ABOVE. // I I` BELOW BELOW W ABOVE. /// \\\REO I \� - . ................................ FLDGD.IGNT ----- _ __ _ -----_ Ix��Avr __. -(�} ................................ P`�NvANT FIXT} I UNIT "-' / / / T \�'#2 j EXISTING ELECTRICALa FAN/ TO REMAIN. `------�' \\ LIGHT WP j i -- ................................ WAL'. MOUN CJ iXTT� nspor RE(,•� \0 0 \� I _ T J / C,�ILNG �V+ouNT'Lr7 FIXr.�w I ` Q I I ^frL K7r5CNT r'Xf --- -- SPOT II I \ II r EXISTING / \\\ III \� T �\ //� PENDANT 2 uC 61V'DS�EN Xf� ELECTRIC �. TO REM / \ �� PE ANT I III 1 \ \ /// _`�/ I I REG \ RE REC F�L-Wil1 FUnGLILK16rAN I PENDANT \ I P NT // / e 1 I \\ I /� �\ / / / -f-——,—— v�rl�uG�r FAN/ \ i R % R C \ \ / /�FOT SRpr L IGI•if r , .XhAUS'FAti' /✓I aK �iEC REG \ � \ I ®� \\ II / III \� L_ . ............................... 11ND � —— — .—— GFI— 5 ONCE , 5 NITS I spot'----\ I I I FI C ( 1 CAB -/ -- — g �� -rte ——————— --- ----------_ —�/ \`GFI FI GFI // / WP ------- --- --------- `\ EC ` REC ~J RE C / .....................I........... 3 YVAY 5VVITCId I I 4 w'AY 540 EXISTING EXISTING . ................................. n15CON^Jt Cf 5W1TCN I / ELECTRICAL I ELECTRICAL 1 TO REMAIN, j TO REMAIN. 01 I I I—I ................................. CFV3:�r,i I I do'f. P'_OD E ................................. -.. I I aIrP,NDSTAT I I ................................. 5 1DKl �C T'C`Dp I I 5V I I I I I No: DATE: REVISIONS: I I 2 3 4 HOME �� NovA-r1oN For THF__ 01 Como r"_ 5 ■ ��C-1�ICAL I�I�AN first Hoar 50CarJ floor 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 be restricted to the original site for which it is pre- 1 electrical I�C�r I C�I I ah � electrical I�C�r I C�I I a� pared and publication thereof is expressly limited to such use. A7 SCALE: 1/4"=1'-0" A7 SCALE: 1/4"= V-0" Job No: OZ-2 Sheet No: Date: 11/21/2005 Scale: /41 1-1 1_/111 Drawn: K _M. A7 Checked: i GENERAL DESIGN CRITERIA: ROOFING: Codes: 1 . Roofing shall comply with 2001 FBC, Chapter 15. 2001 Florida Building Code, ASCE 7-98, AGI, ATIG, NDS, AWPA, APA, (Latest addition U.O.N). 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities comply 4. Asphalt shingles shall with ASTM D 3161 . ci having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means P g P y and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: a 2. The contractor shall verifyall conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, a sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi). c!� 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced W without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. a_ 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. _ similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to 11". 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. diti di l i h for the given span loading conditions. o W specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration Information made available Lintels shall be of sufficient size and reinforcement Z to the contractor. a W FRAMING: C U . . • 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building W ° and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified by the plans and specifications. 8. Temporary bracing: Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTC, rPl, and National Design to keep structure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. • 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. Contractor 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 masonry, concrete or soil shall be pressure-treated. r I-rt CONSTRUCTION NOTES. 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. W CONCRETE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. M 1 . All concrete shall have the following minimum compressive strength at 28 days: 6 slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for o 1%_ (.0 footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. 9 9 0o C g p .T c� LU U C:) 2. � 2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6� mil. polyethylene (visqueen) vapor 8. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. M 5 U_barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" at edges and ends in conformance with ASTM-A 185, or Fiber mesh Reinforcement shall be used with minimum 2" fiber length at 1 LB/CY complying with) ASTM C 1116. 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at Z �' _1 w q 9 P � J 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions of all girder trusses. r °- w z 0 densityof at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite J J O cv 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. U- �' v7 poison before slab is placed. O� 2 00 o Design notes to include the rated load capacity of the truss to truss connectors, and manufacturers license = Q 00 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 /o of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and �-I � � rr Dry Density (ASTM D1 557) for a depth of at least two feet. (2') below the bottom of the footing. installation drawings showing size, shape and layout. o CD CV 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . .,I gravel concrete with minimum compressive strength of 2500 psi at 28 days. 4.4 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel hurricane clips or anchors as noted in the Truss Connector Schedule. 4.1 conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, (latest editions). 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. ��."''� It �•• � •.... •• ,>�, 7. All continuous vertical and horizontal reinforcing steel in footings, beams and STEEL: columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. 8. The followin minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, w�•,. ;req t�.. c�`G,yr 9 TO-------------- cast against and permanently exposed to earth. (latest editions). s aLeN.,..:"��, =" 2"--------------Concrete exposed to earth or weather, #6 Bar and larger. 1 1/2"---------Concrete exposed to earth or weather, #5 Bar and smaller. a. Welded connections----------------------- AWS D1 .1 • U.O.N. 1 1/2-----------Concrete not exposed to weather or in contact with earth for the primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 • 46 DO NOT SCALE ties, stirrups, and spirals in beams and columns. THIS DRAWING P P c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 RELEASE DATE: 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 03-25-03 lap. (U.0.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 08-21 -03 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11 . All reinforcingdetails shall conform to Manual of Standard Practice for detailin reinforced concrete CF g structures AGI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: 12. All concrete work shall be In accordance with The Building Code Requirements for Structural Concrete", DJ M 11 ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: STRUCTURAL_ NOTES STUD TABLE ENn STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS NUT w/ 2" x 2" X 1/8" WASHER LENGTH I. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE FLOOR SYSTEMT 2x PLATE (SYP) w/ CUT CUT LENGTH SHALL BE 44" A MINIMUM OF 4'-O" AND NAILED WITH 12- 16d COM CEILING No. 2 SPF No, 2 SYP No. 1 SYR SPH4/6 @ 32" o.c. LENGTH FOR 16' DEEP JOIST NAILS OR Ib- 3"x -1131" C711N NAILS- HEIGHT x x x x x x 1/2" THREADED ROD ON CMU STEMWALL 4" MINIMUM #5 CONT. 1/2" COUPLING TO BOLT OF BEARING 2.ALL &ABLE ENOS SHALL BE BALLOON FRAMED OR REFER TO WALL SECTION FOR TYPICAL ANCHORS EN ACED PER DETAIIL. 8 ft. 16-00. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. 3-ALL 5HEARIrALL5 SHALL M NAILED AT 3"oc.OR W oc. TIMBERSTRAND RIM JOIST (AS NOTED)ON ALL EDGES AND 12"oc. INTERMEDIATE 9 ft. 16,0C. 24"oc. 16"0c. 24"oc. 16"oc. 24"oc. 2 x 8 PT SILL w/&d COH NAILS(UI.ON) BLOCK ALL U145UPPORTEP 1 #5 CONT. EDGES WITH 2x4 FLATWISE BLOCKIW_v. 5H CLEAR 51 WL!_BE 15/32"CDX OR 7/16"05B.N.ONJ 10 ft. 16"oa 24"oc. 16"oc. 24"oc. 16"oc. 24'oc. 1/2" x 8" ANCHOR BOLT SPAN ® 32" o.c. 4.STRAP HEADER STUlaS 70 DOUBLE 70P PLATE w/ LL TERMITE SHIELD SPH4/6 AT EACH END OF HEAVER AND NAIL v+/12- IOd 4" CONC. SLAB 2500psi W� x 1 1/2 NAILS OR 12�- .131"x 2 1/2'GUN NAILS. 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. - R U-LINTEL, w/ 1 # 5 DONT, �_ __. --- LL F I B E R M E S H OR 6x6-10/10 W W M 5-HEADER STUDS AND HEADER CRIPPLES SHOULD BE 4 MIL VISOUENE12 ft. N/A 24"oc. N/A 24"oc. N/A 1 NAILED TOGETHER AT 6"oc.W 12d CAIN NAILS( J3lx 24"oc. 1 / 5 VERTICAL AT a8" EACH 3")5TAO&ERlrD. CLIP UNIT TO 5HOE PLATY WITH SI ALL CORNERS AND ON EACH r- — 5' PRECAST LINTEL 1- 5PH4/6 CLIP ANQ7 NAIL WITH 12- IOd x I I/2 NAILS 24"oc. SIDE OF OPENINGS 10" x 24" CONC. FTG. ' ( WIDTH VARIES) N.o.NJ 13 it. N/A 24"oc. N/A 24"oc. N/ALL END a' w/ 3 #5's CONT. LENGTH _ •_' Provide minimum 1' 6.ALL WINDOW AND DDDR COMPONENTS MUST BE pESIGNEI7 14 ft. N/A 16"oc, N/A N/A 24"oc. end distance TO WITHSTANp THE DIE-516N WIND LOApS. 24"oc. 124"oc. NAIL w/ 11 - 10d COM ° - T.ALL CONNECTORS AIRE 51rnp&w OR EQUAL.ICON) 15 fL N/A 16"oc. N/A 16"oc. N/A 1N EACH END LENGTH 6.FOUNDATION PE-5161415 BASED ON MINIMUM 501E LL < TOP AND BDTT❑M ) BEARING CAPACITY OF 2,000 P61'. 16 ft. N/A 16-oc. N/A 12"oc. N/A 16"oc. Simpson Strong-Tie A CS16 AT 32' ❑C. GRADE CLEAN, TREATED, COMPACTED FILL TYPICAL FOOTING w/ BRICK VENEER OFFGRADE N.T.S. NOTE:THIS I ABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEJGH7 LESS THAN 25 AND CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN, 8"SHEATHING. �1 TYPICAL 2-STORY BETWEEN FLOOR STRAPPING ' -SPF STUD GRADE MAY BE USED ON l;'OR LES NOMINAL PLATE HEIGHTS ON SINGLE l �r #5 VERTICAL AT STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. Z�J SCALE: NTS '• CONTINUOUS FOOTING 46"oc., AT GORNER5, AND EACH 51DE OF o0R SYSTEM 2x4 PLATE OPENINGS. MANUFACTURER CONNECTOR NAIUNG PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR BLOCKING REo'D LL x t .) SIMPSON Lrr2o 1a 1sd COM NAILS 50x a'WEDGE ANCHOR 5/80 THREADED ROD WITH MIN.10"EMBEDMENT 2 x a PT Sat TYPICAL FOUNDATION IN GARAGE USE EPDXY ANCHOR HTT22 N/A 5/8"THREADED ROD WITH MIN.IT EMBEDMENT CUP NUT W/ 2" x 2" x 1/8" WASHER NSIMPSON HI T16 18-16d COM H2.`aA A7 F,I.OH JOIST NAILS " " �- 3-2x12 BEAM TYPICAL ACCE55 OPENING IN FOUNDATION WALL 6N [IF E)GECONCRETE LTT20 11Tx7"WEDGE ANCHOR 112 THREADED ROD WITH MIN,6 EMBEDMENT TERMITE SHIELD SIMPSON PA-13 SIMPSON HTT22 32-16d SINKERS PHD8 N/A 7/8"THREADED ROD WITH MIN.15"EMBEDMENT a"x 16"CMu �—BEAM— w/ 1/2" THREADED ' ' s VERTICAL ROD THRU CENTER SIMPS❑N PA 51 EMB, STRAP LL z s MIL NsoUEHE �� SIMPSON PHD 24-%'x 3"SDS SCREWS GARAGE SLAB THICKENED EDGE WEDGE ANCHORS SHALL BE"BAWL STUD"OR"KWIK-BOLT"OR APPROVED EQUAL 24"x28"x12" FTG. �• EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET'OR HILTI"HIT"OR APPROVED EQUAL W/ 3 y5•x E.W. (U.O.N.) 0- " - J -1 STEMWALL NAILING SCHEDULE � . PERMACAST COLUMN ° REVISED 11125102 V) TYPICAL INTERIOR FOOTING oFFGRADE N.T.s. STEMWALL FOOTING CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 wW o BLa in double late 12 - 16d common 16 - 0.131" x 3 114' gun nails 20 - 12d sinkers 6' o.c. on edges and 12" o.c. in the ° #4 BENT INTO FOOTING AND BRICK VENEER WITH t" AIR SPACE ° - 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. Int e AND WALL TIES AT 16"oc. VERT. AND AT SW - SheafVVall shank or ring shank field with 0.131" x 2 112" gun nails field with 0.099" x 2" gun nails • ° THICKENED EDGE 3" o.c. on edges and 12' o.c. in the W 32" oc HORIZONTAL. 4 field with 8d common, box, screw 3" o.c. on edges and 12' o.c. in the w WITH GALV. FLASHING AND WEEP HOLES. 1/2 THREADED COUPLING WITH PT SILL w/ SST- SPH4 AT 32" oc. SW 3 - shearwall shank or ring shank field with 0.131" x 2 112" gun nails #4 VERT. —TYPICAL— 6" o.c. on all supports; with 8d 6" o.c. on all supports with 0.131" x 2 • 1/2" x 10" A.B. AT 32" OC, COLUMN BASE g ENC . & PART. ENC . 1/2" OF common, ring shank or screw 1/2" smooth, ring or annular shank gun w/ 2" x 2" x 1/8" WASHER ___ i 7116" ASHER7/16" Roof Sheathing, shank,4' o.c. edge nailing within 4' nails, 4" o.c. edge nailing within 4' of 1 #5 CONT. 4" CONC, SLAB 2500psi w/ � mm FOUNDATION PLACEMENT OF SIMPSON PA51 EMB. STRAP 1 20 MPH of roof edge and riidges roof edge I FIBERMESH OR 6x6-10/10 WWM 11- tOd coons In each en (22 , L Simpson LSTA30 total) (Y) 1 2" x 1D" GALV. ANCHOR BOLT s -Tod commons ieach and (18 / Simpson LSTA24 total) n � b" 10 - 10d commons in each end SIMPSON MTS12 I .I I II r TYPICAL "PERMACAST" COLUMN Simpson HTS 3 0 (2D total) L-1 13 - 10d commons in each end CLEAN, TREATED, COMPACTED FILL Sim son M 5 TA 3 6 (26 total) ls 0'j II I» " Simpson H2 5A 1oj Simpson SPH4 z 8dc commons (Total) GRAD 8" CMU STEMWALL w/ 114 VERTICAL 7/16 OSB SHEATHING NAILED AT fi OC. ON ALL GRAD AT 48" OC. AND ALL CORNERS, w/ (2) 10 - 10d x 1 112" in rafter; 10 - 10d W 0'jd- NOTE: SUPPORTS W/ 8d COM OR 8d RING SHANK. Simpson H 1 6 x 1 112" in pla'.e 1' 12" HOOK AT SLAB AND 6" HOOK OPENINGS TO 5 0. 10" AT FOOTING. WIDTH USE (1) 2 x 4 STUD SPH4/6 TOP ALIGN w/ RAFTER Simpson LT512 5 - 10d commons in rafter & plates 5 - 10d x 1 112" nails in rafter & plates OPENINGS LESS THAN 7 - D.148" x 1 112" nails in rafter & AND BOTTOM 36" SHALL USE (1) ROOF SHINGLES OVER 15# FELT Simpson MTS12 7 - 10d commons in rafter & plates plates LLJ 20- x 10- CONC. KING & (1) CRIPPLE OPENINGS 5' TO �n STRAP STUD TO DOUBLE 12 - Tod x f 1/z" � X FOOTING w/ 21'5's CONT. OPENINGS BETWEEN 7' WIDTH USE 5 I m son LTA 1 1� (`� d _ SIMPSON MTS12 CLIP PLATE w/ SIMPSON MTS12 Simpson PHD8 24 - 1/4" x 3" Sas screws -- FOR TWO-STORY --- 36" - 8'-0" (2) SPH4/6 TOP 1 -8" USE 22"x10" FTG- SHALL USE (2) KING AND BOTTOM AT EACH RAFTER w/ 3 #yrs CONT. STUDS & (2) CRIPPLES. SPH4/6 AT 32" o OPESimpson MGT 22 - 10d commons (U.O.N.) IF OPENINGS NOTE: (TYPICAL) EXCEEDS 8 OPE TYPICAL STRAPPING (UNO) Simpson H T T 16 18 - 16 d c o m m ons Simpson HTT22 32 - 16d sinkers NOTES: TYPICAL STEMWALL w/ BRICK VENEER IN WIDTH SEE PLAN. Mw ANCHOR BOLTS MAY BE LOCATED NAIL RAFTER TO CEILING AT EITHER SIDE JOIST w/ 4 — 12D Gom. (MIN) O f—) W Z � 1'� OF KING STUDS, CD I PLATE MUST BE SINGLE SILL IS BOLT AND KING W H (v 2x4 PT SILL w/ SST- SPH4 AT 32" OC. ACCEPTABLE FOR STUD OPENINGS UP TO 1/2- x 10" A.B. AT 32" OC. 5'-1" WIDTH ANCHOR BOLTS HURRICANE ANCHOR AT EACH TRUSSI w/ 2" x 2" x 1/8" WASHER MUST BE WITHIN CLIP STUDS TO DBL. PLATE w/ SST- SPH4 ® 32 � Z `D .c. • 12" OF KING ( SEE SCHEDULE ) 1 , fy 1:3 CO STUDS ' V) 00 4" CONC. SLAB 2500psi w/ ; FIBERMESH OR 6x6-10/10 WWM 1/2" x 10" y ANCHOR BOLTS BEARING WALL AT 322" .c. (2) 2x_, SYP DOUBLE TOP PLATE w/ 2 x STUDS ® 16" " o.c. Q o _ !I, SST- SPH4/6 AT 32" OC. 0D ' �CU CORNICE DETAIL AS r -� U� I TYPICAL HEADER STRAPPING 2x_ SPF #2 STUDS AT 16" OC. W CLEAN, TREATED, COMPACTED FILL v s" CMU STEMWALL M 1#4 VERTICAL I (SEE STUD TABLE FOR SIZES PER BUILDER'S SPECS S fl GRA I AND SPACING AT VARIOUS HEIGHTS) SEE DETAIL AT 48" OC. AND ALL CORNERS, w/ 12" HOOK AT SLAB AND 6" HOOK T 10AT FOOTING. 7/16" OSB SHEATHING NAILED AS NOTED BETWEEN FLOOR STRAPPING " DOUBLE RAFTERS AT DORMER WIDTH 0 F ( 2' — 5' ) 20" x 10" CONC. TRUSS FOOTING w/ 2#5•s CONT. TRIPLE RAFTERS AT DORMER WIDTH FOR TWO-STORY 3-16d COM 0 EA. OF ( 5' - 8' USE 3 15's CONT. BLOCK (TYP.) DOUBLE HEADER .' "a� TYPICAL STEMWALL - —3-12d COM (TYP.) r ' 2x4 BLOCKING ® 24"oc. SIMPSON A35 (TYP.) SHEARWALL NAIL RAFTER TO RIDGE w/ �. (3) .131" x 3" TOE NAILS _I (2) 2xG 2x- SYP DOUBLE TOP PLATE P Qr CLEAN COMPACTED FILL TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION ` RIDGE BEAM II !" 1 #5 CONT. I R" I J • v'�YN� NUT w/ 2" x 2" X 1/8" WASHER FLOOR SYSTEM 2x4's C 24"oc. (TYP.) • D❑ NOT SCALE THIS DRAWING TYPICAL THICKENED EDGE FOOTING E 2x PLATE (SYP) W/ (2) 2 x4's RELEASE DATE: 2 x 4 STUDS 0 ,s- Q.C. SPH4/6 ® 32'" O.C. No. 2 or Bt. SPF 03- 25- 03 2 x 4 STUDS 0 16' o.c. CLIP STUDS TOP AND BOTTOM 1/2" THREADED ROD ON NOTE:%g"HARDI-PANEL SHEATHING MAY BE SUBSTITUTED No. 2 or Bt. SPF W/ SST- SPH4 ® 32" o.c. 1/2" COUPLING; TO BOLT FOR%6"OSB SHEATHING SPECIFIED WITH A 6"oc.EDGE H2.5A CLIP (TYP.) REVISION DATE: CLIP STUDS TOP AND BOTTOM 1/2- x 7- WEDGE ANCHORS NAILING PATTERN.NAIL wl6d GALV.COMMONS at 6"o-W/ SST- SPH4 ® 32" o.c. 00 - 00- 00 0 32" D.C. TIMBERSTRAND RIM JOIST ON ALL EDGES AND SUPPORTS. LTS12 1/2" x 7" WEDGE ANCHORS 4" CONCRETE SLAB w/ 0 32" Dc 62, 1000 WWM OR 2 x 8 PT SILL DRAWN BY: FIBERMESH REINF. 4" CONCRETE SLAB w/ 6 MIL VAPOR WRIER OVER DJM 11 6x6, 1WWM OR TREATED & COMPACTED FILL 1/2" x 8" ANCHOR BOLT TERMITE SHIELD FIBERMESH REINF.SW 4 • . °. 0 32" o.c. 4 MIL VISQUENE CHECKED BY: U-LINTEL w-/ 1 # 5 CONT. 11 6 MIL VAPOR BARRIER OVER (2) / 5's CONT. DJ M TREATED & COMPACTEp FILL 1 # 5 VERTICAL AT 48" o.c., NOTE: FOR 2-STORY CONDITION INALL CORNERS AND ON EACH . 10 x 20 CONC. FTG. (2) # 5's CONT. USE V-8" WIDTH w/ 3 #5's CONT. SIDE OF OPENINGS • SH " NOTE: FOR 2-STORY CONDITION w/ 3 #5's CONT. USE I'-S- WIDTH w/ 3 #yrs CONT. TYPICAL INTERIOR BEARING FOOTING A A TYPICAL EXTERIOR WALL SECTION A ' TYPICAL DORMER FRAMING 3/8" = 1'-0" TYPICAL INTERIOR BEARING STEP FOOTING K 'vl �V 16 F FLOORS- OPEN PORCH CEILING REQUIREMENTS', LIVE LOAD= 40psf 5HE/� l�4LL LEGEND �� NOTE: ALL LOAD BEARING HEADERS SHALL BE DEAD LOAD= 15psf J MINIMUM %" SHEATHING REQUIRED ON A MINIMUM OF (2) 2x6 No.2 or BT 5YP (U.ON.) (CARPET or WOOD) L_ EXTERIOR CEILINGS. NAILED WITH (ood DEADLOAD= 20psf SHEARWALL5 NAILED AT 6"cc. ON EDGE5 COM or BOX AT 6"oc. ON EDGE5 AND (TILE) ^r AND 12"oc. IN INTERMEDIATE SUPPORTS 12"oc. IN THE FIELD. (TYPICAL) THIS DEFLECTION CRITERIA: U WCARPET or WOOD= L(480 LLITH Sd COMMON NAILS. 15 NOT REQUIRED ON THE UNDERSIDE U240DL OF FLAT DECK5/ BALCONIES. TILE= U600 LL W SHEARWALLS NAILED AT 3"oc- ON EDGE5 I� U360 DL AND 12"oc. IN INTERMEDIATE SUPPORTS - ( ROOF (TRUSS} CY) m WITH ad COMMON NAILS. LIVE LOAD= TC 20psf BC 10psf DURATION FACTOR: 1.25 DEAD LOAD= TC 7psf BC 5psf NOTE CON5TRJCT SHEARWALLS WITH 31( " z J 6x6 PT POST ON 511`1P5ON A5U66 OSP Or ISI3y° CDX (U.O N.) POST BASE w/ (2) SIP1PSON H6 CLIPS ROOF (CONY.FRAME}RAF Eft LOAD= 20psf LL� _ �,. ,I c _ _ 10psfOL � n AT BEAM ABOVE or USE NOTE REFER TO SHEET 5.1 FOR 5TRUCTURAL DETAILS. TYP C E3��STRIFr5� DURATION FACTOR: 1.25 0 PERMACA5T DETAIL. (TYPICAL) (2) C816 (2) CSI6 CEILING LOAD= 10psf LL C 3-2x12 - _ LU �� 1 Opsf DL fT r 2-2x12 2-`^�� l_, - BUILDING CODE:2001 FLORIDA BUILDING CODE HTT16 HTT16 YPICAL NTERIO � ZONE (� WIND DESIGN METHOD:ASCE?-98 PHD6 2-2x10 BOXED PHDB Uj BASIC WIND SPEED: 120 mph HEADER 3-2X12 .............. BUILDING CATEGORY:II U) Q __--._._ - - � l ` WIND IMPORTANCE FACTOR: 1.00 ADD SHEATHING BALLOON 1=RAME \ WALL T AND HOEDOWNS TO I^ ( ��-�`1 WIND EXPOSURE:C �-1 � � THESE EXISTING WALLS V-1 �� U DESIGN FOR ENCLOSED STRUCTURE �1 - LO III V �N WIND PRESSURES ON WINDOWS & DOORS (psf) (n M Enclosed Structure A _ `�`1N AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) r ■ 16x6 PT POST - �w � N �N 2 I L I � OI 1 CJ Pos Neg Pos Neg � � Q� 0 to 20 sf 31.4 42.0 31.4 34.0 a -r_ IlO rX 20.1 to 50 sf 30.1 -39.1 30.1 32.7 O N 50.1 to 100 sf 28.2 -35.4 28.2 -30.9 N J v� x w TRIPLE J-01-STS 100.1 to 200 sf 26.6 -32.7 26.6 -29.3 U % x = (3) 2x4 POST rar Xis VAL r=7 - N 200.1 to 500 sf 25.3 -29.8 25.3 -27.9 W m b Base Design Pressure 26.60 GCpi=t0.18 Q O to �N ( ) I ju x 11 Ju 2 1�Y ..-... � { PARALLAM POST 1� N T. OVER (2) '. S - T -- 3 BEARING - oN POST II �N rF-w- 2112" IND-BORNE DEBRIS PROTECTION FASTENING - " " SCHEDULE FOR 7/16 OSB or 15/32 CDX • 1L - «_ 7l3) I " x 11 ° LVL FASTENER TYPE FASTENER SPACING(in.) alal 3- T _ \ - PANEL SPAN c 2 ft PANEL 4 ft< PANEL 6 ft a PANEL I 2ft SPAN<4ft SPAN<6ft SPAN a2ft .......... 2112"#6 WOOD SCREWS 16 16 12 9 6x6 PT POST _.. - ( #8 W OOD SCREWS 16 16 16 12 DOUBLE-HEADED NAILS - - 10d COM or 12d BOX 12 6 4 3 1 112"X#8 MACHINE T22 HTT22 /� r 5CFtEW IN THREADED 2x C IL I OI INSERT 16 16 16 12 2 0 Note:Fasteners shall be installed at apposing ends of the wood panel. M - I I NOTE: 2xr I I OI I TH15 STRUCTURE WILL BE GONSTRIlGTED N 1,-- WITH 5TORM SHUTTERS OVER ALL- WINDOWS AND GLAZED DOORS. ALTERNATE- INSTALL -- 24 OC > I IP'1PACT RESISTANT GLA55 AT ALL �N LU N �` EXTERIOR CxLAZED OPENINGS- i- M m � LL X - - - . LiJ LL _ F -- - --,� w ,� W z o � i �- N 1 EX�I9TINC*BEAM -.2-2x10 2-2x1elf 0 V- (n 1 \ \ rr Q oD BEAM SHALL BE CHEC�< AND I � = Q � RESIZED BE.EW-31NEER QF L Lo -) dt __ o RECORD AFTER DEMOLI .! - CD 0 7 ,'7ka, 'IV., % .- o . 2xro No. 2 5YP , HEADER AS NOTED ;�•� �y A�,� per•: 1 I J31" x 3 -L" NAILS vs. :;W .• o at 4"oc.(TYP) SC��1 '► Prof 1 n r t. � J -- - �� 2x�o No. 2 5YP " -1 • O.N. • DO NOT SCALE TYPICAL. BOXED HEADER DETAIL. THIS DRAWING RELEASE DATE: 11 -19-03 REVISION DATE: 00-00-00 DRAWN BY: DJM II / CF CHECKED BY: FSS / JKH SHEET: