Loading...
380 11th street Kf� VI N I, , MI CAN PF' 516N� r_,.; INC C O.4) -/45 - 557-- . = I • = 1 1 1 __.._ 20' B.R.L, ' _ f - 1 ' = EXISTING POOL 1 I TO REMAIN I I I A ' EXISTING POOL 1 = DECK TO REMAIN l , M WOOD RESIDENCE 380 11 th STREET EXISTING POOL ATLANTIC BEACH, FLORIDA .. = DECK AT ADDITION TO BE REMOVED PRE DEVELOPMENT AREAS: = LOT 11200 S.F. BUILDING AREA 2,373 S.F. , f = NEW ADDITION PATIO AND WALKS 1,524 S.F. ! DRIVEWAY 760 S.F. EXISTING PORCH TO BE ENCLOSED _ TOTAL IMPERVIOUS 4,657 S.F. = .42 % r _. --- ----- -------- I PRE DEVELOPMENT RUNOFF VOLUME = 0.49 x 11 ,200 S.F. x 9.3 in. / 12 in. / ft 0 ''� 1 - V = 4,253 cu. ft. EXISTING HOME ID fl = TO REMAIN - POST DEVELOPMENT AREAS: I - - - LOT 11 ,200 S.F. I , I BUILDING AREA 2,870 S.F. i ! = PATIO AND WALKS 1,165 S.F. DRIVEWAY 760 S.F. 1 'r- -_----- i TOTAL IMPERVIOUS 4,795 S.F. = .43% . _ -- NEW ADDITION POST DEVELOPMENT RUNOFF VOLUME 0.49 x 11,200 S.F. x 9.3 in. / 12 in. / ft NEW STOOP V 4,253 cu. ft. 1 ---- _ • I• - ' - EXISTING CONCRTE WALKWAY 1 DELTA VOLUME 4,253 4, AND STOOP TO BE REMOVED253 0 cu. ft. ------ --- _---__ --__.----- -_ -__ --•------------------------------------------------ - 20' B.R.L. NEW WALKWAY . .. .. -�� STORMWATER STORAGE REQUIREMENTS • • q I AREA % IMPERVIOUS RUNOFF VOLUME 1 EXISTING DRIVEWAY PREDEVELOPMENT 11 ,200 SA'. 142 % 4,25.3 cu. = TO REMAIN ` I POST DEVELOPMENT 11 ,200 s.f. 43 % 4,253 cu. ft. . No: DATE: REVISIONS: STORAGE VOLUME REQUIRED: 0 cu. ft. U�- STORAGE VOLUME PROVIDED: 0 cu. ft. HOMF, hFNOVA-TION -------------------._______-_-_-_.____�...___e_. __-_-_-__-_._____._______-_...--__-________---____-_____________ FOP L V N T H 5 F T T THF., WOOV5 _ ..___ _...... 51 T'F- P L-AN _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . — . . _ . . — . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ FILE COPU This drawing is an instrument of servloe and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall A -- be resbicted to the original As far which it Is pre– architectural side plan pared and publication thereof Is eqrsaly limited to �Pi SCALE: 1"=10'-0" �.. �.- --_--W-_ - such use. D FOR CODE COMPLIANCE ' .lob Noe 08-2I1 Sheet No: I TIC B CIrI CITY OF ATN � oat« 1/2712009 SEE PERMITS FOR ADDITIONAL Sole: I'' 10'-()Il REQUIREMENTS AND CONDITIONS Drawn: K�KREVIEWED BY: Checked: K� VI N F, MULLICAN f�� 51GN� 1�, INC ( 904) DENOTES EXISTING CONSTRUCTION TO BE REMOVED. ------------------------------------ - I I I I it II. I II q II 41 I I II,1 REMOVE EXISTING ii EXTERIOR WINDOWS II rl AND DOOR. REMOVE EXISTING SHELVES AND WING WALL I I -TAI I I \ 1 �kVf ------------- REMOVE -- -- _=- ___-• `� � ...._.....». � ..._.._._._.... .tT.���ul 1'Tc''.C./�1'1.�J1�1��1L%�1'�G'/1'lC� II II � ice~ I II ii REMOVE EXISTING I REVERSE SWING EXTERIOR WINDOWS. ------ ON EXISTING DOOR. € REMOVE EXISTING EXTERIOR WINDOWS. REMOVE EXISTING COLUMNS FOR NEW COLUMN SPACING I !I 1111 II II si L4� i _._. __.:..__....... No: DATE: REVISIONS: I ; Al I, _ 4 ------------------------------------ � I i I 1 REMOVE EXISTING L---- --- --------� POST AND ROOF REMOVE " EXTENSION ABOVE EXISTING REMOVE EXISTING STOOP. EXTERIOR WINDOWS. HOMF, I F 0 r-1, TH F WOOP ' 5 ■ ■ I��MOS 1�1'I ON Jemolition Plan PLAN D1 SCALE: 1/4"=1'-0" 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 linked to such use. Job No: 08-211 Sheet No: Data -712712009 Soda: /411-11-011 Drawn: K,f M, Checked: , 24'-0" (FIELD VERIFY) 12'-0" 12'-0" 16068 SLIDVG FRENCH W/(3)2020 FIXED ABOVE 2'-6" 3068 FRENCH I N TEMP OBS 4068 F�_E.NCH _ z cmmyo)CD - I cf) 1 W POOL BAH 1 I VAULTED CLG EXISTING EXISTING NEW LIVINGco- � Ca CLOSET MASTER VAULT D CLG , VAULTED CLG 1 6'-9" I I NEW uwl STORAGE r flo Z VAULTED CLG N o 1 { Q I TEP p 1 - c I M __._..__._..._ __�,'�SHE EQUAL EQUAL EQUALco 0 " °0 L S p U =I EXISTING NEW I a ° MASTER BATH CLOSET o mi M M NEW DINING 1' EXI TI EXISTING LIVING/DINING I L RY ���,(�--1.,�//J NEW FLAT CLG @ l ± t—J EXISTING EXISTING 8'-8"PLATE i I 1 EXISTING OFFICE � Z GARAGE cno M EXISTIN OPEN RAILING HALL BA ________ ------ -------- ——————— EXISTING EQUAL EQUAL EQUAL z , — HALL a I - M /�'�11 U) 00REF lJ Z I QI EXISTING 1 1 v l m FOYER _1 0011 - 1 1 z 1 EXISTING �i.._._......_.-L..1 EXISTING EXISTING 8'-3"CLG i EXISTING BEDROOM #3 BEDROOM #2 I KITCHEN Z a 1 EXISTING 8'-3"CLG � -a--- t.................____ __r a co o ( FDW CAB ( o PANTRY — 5668 CO —— 3030AWN( ------- NEWi NEW i 1 -- -- STOOP o : NOOK I u 1 M CD - - - ------------ __........._ (2)3030 DH I 8"-0" 8'-0" 2'-0" 24'-0" floor Ian A-'I SCALE: 1/4"=1'-0" NEW COPPER CHIMNEY CAP(OPTIONAL) T GARAGE DOOR NEW TRIM AT WINDOWS WINDOW DETAIL. MATCH BAY WINDOW DETAIL. ASPHALT SHINGLES ON 15#ROOFING FELT RATIVE GARAGE DOOR(OPTIONAL) NEW DECORATIVE SHUTTERS 12 ___- OVER 5/8"EXTERIOR GRADE PLYWOOD SHEATHING ON CONVENTIONAL FRAMING(SEE STRUCTURAL SHEETS) NEW CANTILEVERED SUPPORT BRACKET 5��'' ��f-• NEW 1'x 3'ARCH TOP VINYL VENT �- CONTINUOUS ALUMINUM EAVE DRIP ON -' MATCH EXISTING PLATE 1"x 4" NOSING ON 2"x 8"P.T. FASCIA ! @ KITCHEN /FOYER (MATCH EXISTING) - JI 11._.Ll.. .J.L 1l. JL 1 ) (FIELD VERIFY) _...._.... ..._..._.._---- _..__._..__ ....... MATCH EXISTING SOFFIT PAINTED P.T. 2"X 8"TRIM BAND LiLU ....._ _ PAINTED P.T. 1"X 8"TRIM BAND W/PAINTED P.T."CROWN" { 1 ! co Hill I i s PAINTED P.T. 1"X 12"TRIM BAND I ; I PAINTED P.T. 2"SILL W/ . I P.T. 1"X 8"SKIRT FINISH FLOOR @ ' KITCHEN/FOYER 3 I S _. .__._... ...._1...... ._�. ___ _. ._ _ N FINISH GRADE VINYL SHAKES ON/16"OSB SHEATHING northe t�l evat Ion ON 2"x 6"STUDS @ 16"O.C..(CREATE FLAIRED"SKIRT"AT BAY) A-2 SCALE: 1/4"=1'-0" 1212 51 11 f NEW LIVING ROOM PLATE EXISTING PLATE TO MATCH EXISTING KITCHEN @ KITCHEN /FOYER �. /FOYER PLATE(FIELD VERIFY) (FIELD VERIFY) !� _ 11 EXISTING PI Lu (FIELD VERT 3 i � f • � � x FINISH FLOOR @ I '` EXISTING MATCH EXISTING KITCHEN/FOYER i • � MATCH EX FINISH FLOOR @ I 3 � FINISH FL( EXISTING DINING EXISTING I FINISH GRADE .L„. 1L.. . lL_ FINISH GR, K00250h e 1 evat l On �-2SCALE: 1/4"=1'-0" NEW LIVING ROOM PLATE TO MATCH EXISTING KITCHEN FOYER PLATE(FIELD VERIFY) III Hi I , Illilil XXX 4161 XXX1 i I z l O i FINISH FLOOR @ EXISTING KITCHEN/FOYER MATCH EXISTING cu FINISH FLOOR @ EXISTING DINING w..1L_l.. .Il. ll. 1 _ _ .. .. _. . FINISH GRADE 3 WeS� elevation VINYL SHAKES ON/16"OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C.. D WINDOWS AT WEST ELEVATION �-2SCALE: 1/4"=V-0" ARE OPTIONAL) _.__...._..-.._...., - w a pct NEW CANTILEVERED SUPPORT BRACKET r 00 3 - 11 L ... .. L Ll_ 4 east elevation A_2 SCALE: 1/4"=1'-0" ASPHALT SHINGLES ON 15#ROOFING FELT OVER 5/8"EXTERIOR GRADE PLYWOOD SHEATHING ON CONVENTIONAL FRAMING(SEE STRUCTURAL SHEETS) MATCH 12 EXISTING 5� 2"x BLOCKING BETWEEN FRAMING "PROFOAM" INSULATION SMOOTH FINISH ON 5/8"DRYWALL CEILING-OPTIONAL T&G PINE CONTINUOUS ALUMINUM EAVE DRIP ON --"""`K ,/ CEILING 1"x 4"NOSING ON 2"x 8"P.T. FASCIA (MATCH EXISTING) MATCH EXISTING SOFFIT SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES p ON STRUCTURAL MEMBERS AND CONNECTIONS. 0 Z U UJ M Q} 1/2" DRYWALL ON 2"x 6"STUDS O O o @ 16"O.C. (FURR OUT WALL IF O w NECESSARY TO MATCH EXISTING Z C7 DINING ROOM WALL THICKNESS) w _, a a 3: VINYL SHAKES ON/16"OSB SHEATHINGw Z Q R-19 FIBERGLASS BATT ON 2"x 6"STUDS @ 16"O.C.. < �- -- INSULATION BETWEEN STUDS (FU RR OUT WALL IF NECESSARY TO a u- MATCH EXISTING EXTERIOR DINING w WALL THICKNESS). — > Z © 0 Fz z 3:w co 5 Z v w WOOD BASE-AS PER BUILDER SPECIFICATIONS. O LINE OF EXISTING STEP UP MATCH EXISTING O AT EXISTING KITCHEN BEYOND . GRADE ..,. ..;..u.::�.—_:.:.:a..:""fir=.� .. •�•.-•..:... ...-r.,r..- _=,-= -.•--'•�-:;.:...i.;•�+c� ,.�,..•..;,t�,'.--t;.. • NEW SLAB AT LIVING ROOM TO MATCH Lu � j EXISTING SLAB HEIGHT AT DINING ROOM Lu t- cn cn ,; c� .a ••z .. s•. uJ fe W cn cn '':."":� ?''v SEE STRUCTURAL SHEETS 11 1=411 III FOR ALL FOUNDATION DETAILS SEE STRUC wall socio A3 SCALE: 1/2"=1'-0" I� \ r \ r \ f � 1 ,hp WP SCONCE U SCONCE WP WP WP GFI I GFI SCONCE / a ._.._ _._._..._...... ADJ .-^'' _o ADJ all R / I LIGHT PHONE I ADJ ADJ 1 \REC REC/ t E'' YYE � A � 1 / f + ADJ /1 I ADJ T ® I ELF LIGHTI G '`�-�.---�=- ------- \\ (Di i \ WP j \ SCONCE WP 3 GFI \\ PEI1� ANT II I l I; 3 ? I NOTE: KEEP L ELECTRICAL IN EXISTTNG I 10ME I I ------ ------ --� I 1 0011 GII OOI I la I ooll I I a I II € I WPr SCONCE „r'' SCONCE t f3 / ra --- // - - WP WP WP \` SCONCE SCONC I GFI , \ / WP WP REG _ '' REG REG I electrical plan �-4SCALE: 1/4"=1'-0" CONCRETE: STRUCTURAL STEEL: Metal Connector Fastening Schedule Simpson 1) USP ID Uplift Capacity lbs Fasteners Anch )de 1. All concrete has been designed in accordance with "Building Code Requirements GENERAL: ABU44-Z PAU44-TZ 2200(SYP) (12)16d 5/&'w/ ling for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with ABu66 ZPAU66-TZ 2300(SYP) (12)164 5/8"w/ "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC"Manual of Steel CS 16 RS150 1705(SYP or SPF) (11)1 Od in each end= 22 total n/a DSP 775(SY P or SPF) (8)10dxl W'into studs n/a Construction"and shall be constructed in accordance with AISC"Specification for 6 10dx1 YV into double plate �rformed 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," H2.5ART7A 60 SYP (5)8d in each end-(10)total n/a n over accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: .5 f­­­ RT7a 545( )SYPor SPF) (5)0.131"xl%"n each end-(10)total n/a a. Slabs on grade, footings, and miscellaneous concrete: fc=2500psi Welded connections ------------ AWS D1.1 H3 RT3A 455(sYP ------------------------------------------- (4)8d in each end- 8 total nla b. Cast-in-place beams, columns,walls, and structural slabs: f c=3000psi Structural steel shapes, plates, etc. ----------------------------------ASTM A36 FIB RT BA 630(SYP) (5)10dxl MT in each.end A6 950(SYP)820(SPF) (s)8d In each end-(16)total n/a n and H8 (I P)total n/a Structural steel pipe---------------------------------------------------------ASTM A53 or A501 8 UPHDB ------ 8325 SYP 721 SPF 20 '� x33 SDS 7/8"wi is the 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) Structural steel tubing ------------------------------------------------------ASTM A500 FETA16 HTA16 1810 SYP 10) udxl%" 4'embe uence HTS20 or HTS30 HTV120 or H'1W30 1450(SYP)1245(SPF) (10)10d in each end-(20)total Na ion. 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. HTSM16or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)10d into wood n/a (4)%1x2%'Titen into CMU (4)%1x13/,"Titen into concrete .aired 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute(SDI)"and HTT16 HTT16 3955(SYPI340 S( PFS 16)AUX 2-v2" 5/8"wl organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTT22 HTT22 4165 SYP 35 SPF 32).148X 3" --� 518"w/ )r the reinforcement. FITT4 4235SYP) 30SP18L162 X 2_1/2" 5/8°w/ 5090(SYP) 4375(SPF) (26).162X2-1/2" 5/8"w/ 4. All bar joists have been designed in accordance with "Steel Joist Institute(SJI)"and LSTA18 LSTA18 1235 SYP 116 SPF 7)10d n each end (14)total Na 6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". LTS12 LTW12 77 SYP 6 SPF) 6 10d 'n each end- 12 total Na prior to Control Line (CCL)and exposed to salt spray are as follows: LTT20 LTS20 1750(SYP or SPF) (10)16d 112"w/ a. All concrete shall have the following minimum compressive strength at 5. All light gage structural framing has been designed in accordance with "AISI Standard - _ -. _____ ____ stem 28 days in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing"Grade 33- U LTTI31 LTTI31 2310(SYP or SPF) (18)1 Odxl% 5/8"w/ U.O.N. (stem) nchors, i. Slabs on grade, footings, and miscellaneous concrete: ( - MGT MUGT15 3965 SYP 22 104 5/8"w/ )r other f c=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. MSTA24 MSTA24 1640(sYP)152 SPF) s iod n each end 18 total n(a c. ii. Cast-in-place beams, columns,walls, and structural slabs: MSTAM24 1500(SYP or SPF) (9) 10d into wood n/a f'c=5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall (5)Y.k2%Titen into CMU q Y d P 5 %'x13l."Titen into concrete o be b. Maximum water-cement ratio: 0.40 not be used. MSTA30 MSTA30 2050(SYP) 1900(SPF) (11)104 in each end-(22)total n/a a in the C. Maximum chloride ion content: 0.15 percent by weight of cement in MSTA36 MSTA36 2050(SYP or SPF) (13)1 Od in each end-(26)total n/a accordance with ASTM C 1218 8. Bolts shall be installed to the"snug-tight"condition-u.o.n. MSTAM36 1870(SYP or SPF) (13)104 into wood n/a (8)'/1x2%"Titen into CMU he 7. Reinforcingsteel shall be ASTM A615 Grade 40 unless otherwise noted on the (a)/.'xd si kerms into concrete PAINTING: MSTC66 MSTC66 5660 SYP or SPF 38 164 sinkers n each end- 76 total n/a structural drawings.All reinforcing details shall conform to"Details and Detailing of MTs 12 or MTS20 M1W12 or MTW20 1000 SYP 860 SPF (7)10d in each end- 14 total n/a irior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All structural steel shall be shop-painted. Prior to painting, steelwork shall be cleaned in MTSM16 or 860(SYP) (7)10d into wood n/a drawings. accordance with Steel Structures Painting Council (SSPC)SP-6"Commercial Blast MTSM20 (4)%"x21/:Titen into CMU (4)'/..'x13/+"Titen into concrete Cleaning"after removal of loose rust, loose mill scale, and spatter, slag, or flux deposits. PA51 TA51 3685 S( YP or SPF)_ (21�sd _ 4'embe licable 8. Tolerances for foundation and slab alignment as well as placement of reinforcementPHD2 PHD2 3610(SYP)3375(SPF) (10)%"xT SDS 5/9'w/ irer's shall be in accordance with "Standard Tolerances for Concrete Construction and 2. For projects located within 1500 feet of the Coastal Control Line(CCL), all structural SPH4 orSPH6 SPTH4or TH6 1360 SYP 117 SPF 12 10dx1%° rva Materials,"ACI 117. Footingor slab edges may be u to 2"outside and 1/2" inside " Cleaning". SSP 350(SYP or SPF) (4)1Ddxl%7 into studs rda 9 Y P steel shall be cleaned in accordance with SP-5 White Metal Blast '/2" of the sill plate. STH D14 STA D14 4430 SYP or 3)10dx1 into double ate _ apacity 3. Immediately after surface preparation, SSPC Paint 15(red oxide) primer paint shall be NotesSPF) (38)1 6d sinkers 14"emb-- - a soils 9. All concrete slabs on rade shall be the thickness as indicated on the drawings over 1.All connectors are manurachred by Simpson strong-Tie or USP Structural Connectors(UaN.) 9 g applied in accordance with the manufacturer's instructions. Painting methods shall be 2.SYP=soutbem Pine;SPF=Splice-Pine-Fir ction minimum 6 mil. polyethylene vis ueen va or barrier. Slabs shall be reinforced with 3.Mono=mamahccongyrete;stam=mas°�5,emwa'lorbo�beam ( q ) P used that result in full coverage of joints, corners, edges, and exposed surfaces. 4.An chore gerefers totiread edanchorawtthnoteddiametersarid embedmen!depths 'ements 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, 5_Allnralsriotedare"common"(Uo.N.) - ........._.......... ... ....._.......... ....__.. ._._.........--- ..... ...._.._.................. - ---...__..__...__......_................. red or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control Line(CCL), SSPC Paint 20 complying with ASTM C1116. Type 1 (zinc inorganic)shall be applied,followed by SSPC Paint 22(epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOO 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel and other deleterious material. Structural fill shall be compacted in maximum 12" surfaces exposed and visible to the exterior of the structure. EDGE DISTANCE MINIMUM AT lifts to a density of at least 95%of the Modified Proctor Maximum Dry Density ASTM D1557 . Fill shall be treated with termite poison before slab is laced. / FASTENERS(TYPICAL) �y _ ( ) P P 6. Field touch-up after installation where required to restore final finish. / 2" 96"MAXIMUM SPAN ucted in 11.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted IN MAXIMUM 12" LIFTS to a density of at least 95%of J the Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of atROOF COVERING: strength least two feet(2'-0")below the bottom of the footing. \ )etween 12.The following minimum concrete cover shall be provided for reinforcement: 1. The contractor shall be responsible for the design and installation of the roof Q covering system. �' '' 3"---------Concrete cast against and permanently exposed to earth. WOOD STRUCTURAL PANEL ar may 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT Vis"OSB OR 1Y32-RATED 2 ---------Concrete exposed to earth or weather,#6 bar and larger. 1 YZ"-----Concrete exposed to earth or weather, #5 bar and smaller. the manufacturer's requirements. FASTENER(TYPICAL) OR SHEATHING PANEL 1 " -----Concrete not exposed to weather or in contact with earth for the a ashing Yz rima reinforcement, ties, stirrups, and spirals in beams and columns. 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile n WOOD STRUCTURAL PANEL primary P P CORROSION RESISTANT 2"-----------Concrete walls and slabs exposed to salts spray Installation Manual,"and the manufacturer's requirements. Xs"OSB OR t%2"RATED P P Y � SHEATHING PANEL FASTENER(TYPICAL) 2%2"--------Other concrete members exposed to salt spray 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed bang 13.All continuous reinforcing steel in concrete shall be lap-spliced with the followingaccording to the manufacturer's requirements. sum 9 rn minimum lengths unless otherwise noted on the structural drawings: #4 bars: 21"minimum 5. The contractor shall be responsible for the design and installation of all metal Mowing #5 bars: 26"minimum flashing and valley material #6 bars: 32"minimum #7 bars: 46"minimum FASTENER SPACING PER CHART 14.Reinforcement in footings shall be bent around corners or corner bars shall be used. WATERPROOFING: NOTE: PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO 15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support 1. The contractor shall be responsible for all waterproofing and flashing ALLOW FASTENER INSTALLATION INTO WOOD FRAMING, reinforcing steel. Support items which bear on exposed concrete surfaces shall have considerations. ends which are plastic tipped or stainless steel. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL WOOD FRAMING: NOTES: SYM BOL LEGEND 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM 1. All wood framing has been designed in accordance with "National Design Specification OR LEFT&RIGHT SIDES OF PANEL. (NDS)for Wood Construction,"2005 EditionVIEW DIRECTION Wind-Borne Debris Pro Ig SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for Xs'OSB or V32"RA 2. All wood members exposed to weather or in contact with masonry, concrete or soil PORTION OF STRUCTURE WHERE EXCEED 96". Fastener type shall be treated with an appropriate preservative suitable for the exposure conditions. WALL SECTION A SECTION IS CUT panel span 16" o.c. SD-1 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS 3. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped SHEET NUMBER WHERE THE SECTION WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT `2 ft• ill wall IS DRAWN EXCEED 96" #8 wood screw based e than galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. anchor w/min.2"emb. 16 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing dl 5) FASTENERS SHALL BE CORROSION RESISTANT. 4. Prefabricated wood trusses shall comply with "National Design Specifications(NDS) CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate LOCATION WHERE SECTION WILL CHANGE #10 wood screw based Connected Wood Truss Construction (ANSI/TPI 1-02)." anchor w/min.2"emb. 16 ed at VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE length into wood framing 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. . A CROSS SECTION A SECTION IDENTIFICATION WOOD FRAMING. SD-1 SD-1 SHEET NUMBER WHERE THE SECTION X"lag screw based be 6. The truss manufacturer shall submit shop drawings and design notes with a registered 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS 16 Engineer's seal for approval. Design notes shall include the rated load capacity of the IS DRAWN anchor w/min.2"emb. luired g PP g P � SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE ening truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing OPENING. length into wood framing vith the connector system proposed. The contractor shall approve fabrication and L(,*,ATION OF DETAIL installation drawings showing size, shape and layout. DETAIL IDENTIFICATION 8) THE CONTRACTOR SHALL RESPONSIBLE FOR ALL WATER- DETAIL SHEET NUMBER WHERE THE DETAIL PROOFING CONSIDERATIONN S. 7. Jobsite handling and erection, including temporary bracing, during installation of A� IS DRAWN trusses shall comply with TPI/WTCA BCSI 1. SDA 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED HARDWARE WHEN SHUTTER IS NOT IN USE. 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened be to their supporting walls or beams with metal connectors as noted in the Truss vlEw DIRECTION Connection Schedule. EXTERIOR FINISH A ELEVATION IDENTIFICATION ;. IT Grade A, ELEVATION SHEATHING SD 1 SHEET NUMBER WHERE THE ELEVATION 9. All gable ends shall be balloon framed or braced in accordance with the applicable } IS DRAWN FRAMING AT OPENING:------_.detail as shown in the structural drawings. HEADER SHOWN,STUD, i contact withCRIPPLES,OR SILL SIMILAR 10. The Guardrails, Handrails and Guard In-Fill components(Balusters and Panel Fillers) zed per shall be designed by the delegated Engineer. The Product Approval Report and/or 2" MI shop drawings shall be approved by the Engineer of Record prior to construction. TRIM A A153, 11. Provide joist or solid blocking in floor framing at all guardrail and handrail posts. WOOD SCREW BASED�� THREADED STUD ilv IV %"FENDER WASHER(MIN.) isteners/ sg-Tie, or WINDOW UNIT---- n ou u = Indicates additional requirements for structures located within 1500 feet of the X6"OSB OR 1%2"RATED Coastal Control Line (CCL). SHEATHING PANEL pson es shall be A SECTION - FASTENING OF PANEL TO FRAMING ve . 58'-8" 12'-6" 22'-2"± 24'-0" Y � N r- -- -- -- -- -- -- - -- - - - - - - - - -- - - -- -- I - - -- - - - - - - - - -- -- - - - -- - - — � I r- - - - - - - - - - - -- - - - Ar I i T 1 - -- -- _� i I K I I I I SD-1 I I I I I I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. I I I I I I I I I I I I I I I I I I I I I I I INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48-O.C. ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. --- ---- L INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE FOOTING(12"MINIMUM).TYPICAL-U.O.N. I - 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER LLL--- VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. K SD-1 I I I i i I I I I ——— — — —— — — — — —— ———— —— -- o Ica NOTE: Y cn IF NEW STOOP COVERS EXISTING VENTS ADD VENTS PER FRC R408 CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SELECTION AND 12'-0" 4'-2" 8'-0" LOCATION OF ALL VENTILATION AND ACCESS OPENINGS.(IF REQUIRED) 24'2" CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOUNDATION PLAN USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. - BALLOON FRAME 2x6 SPF#2 STUDS @ 16"O.C.TO ROOF DECK 7 7 r 1 1 STUDS 1 1 HTT5 = DESIG DECK I 1 I FLOORS LI D 1 HTT5 1 ROOFS LI oo (2)2x8 EADER (3)2 HEADE (2) 8 HEAD R D• 2x4 HORIZONTAL EACH SIDE 177 W/(13)0.131"x 3X"FACENAILIE -LTP4 at2x4 VERTICAL w/Y8"x 6" DESIG LAG SCREWS(AS SHOWN) BUILDIN i - NEW 2x8 CEILING JOISTS-MATCH EXISTING RAFTER SPACING WIND D IL 2x4 STRUT EACH SIDE BASIC • w/(3)0.131"X 3Y"FACENAILS BUILDIN • WIND IKA I Li WIND E ENCLO BUILDIN LLL( BUILDIN (2-)2 x_8EADER (2)2x HEADE (2)2x8 HEAD RLL PROJE CODE AA _LLL fLLLL-1-i EiA_1LrL ---t7 A SECTION - PORCH BRACKET FRAMING s-3 SHEAR BRACKET (SEE DETAIL"A"ON S-3) SBS NOTE:BL WOOD WIND-BORNE DEBRIS PROTECTION REQUIRED: THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION WALLLAYO U IS REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL N GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE A ALTERNATIVE SHUTTERS WITH"FLORIDA PRODUCT APPROVAL". (2 (1) Roof Framing Notes: 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SY 2. ALL RAFTERS SHALL BE 2x6's @ 24"oc. (U.O.N.) 3. ERS TO PLATES WITH SIMPSON H 2x6 COLLAR TIE(TYP.) WITH(5)10d x 1Y2 NAILS EACH END. --NEW 2x6 RAFTERS SISTERED SEE ROOF FRAMING NOTE 4 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES. TO EXISTING RAFTERS COLLAR TIES TO RAFTERS WITH(5).131"x 3y"NAILS. BEAR RAFTERS ON WALLS. 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WI' FACENAIL TO EXISTING RAFTERS wl .131"x 3y"TOE-NAILS. 0.131"x 3"NAILS @ 8"O.C. 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINP THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATE .131"x 3y"TOENAILS. J r , 2x6 RAFTERS @ 24"O.C. RAFTER S (SEE DET, N (5)0.131"k 2x6 No.2 WITH(3)'( EACH BR) 2x4 No.2 (2)2x4 POST DOWN TO HEADER 2x4 LATE[ LENGTH( A DETAIL - PURLIN BRACE S-4 PURLIN BRACE OFF HEADER TO EXISTING RAFTERS SEE"A"ON S-4 B Fl ROOF FRAMING LAYOUT E PLATE SPLICE) TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT PLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) (AILING OF LS IN THIS ZONE. (SEE DETAIL"H"ON SD-1) NAIL EACH PLY OF KING AND CRIPPLE STUDS / ` (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL STEMWALL: STEMWALL OR MONOLITHIC: PLATES WITH 0.131"x 3"NAILS @ 8"O.C. Y"THREADED ROD SET 5"IN ADHESIVE Yz"x 10"CAST-IN-PLACE HEADED OR R PLATE —JOINT IN UPPER PLATE TOGETHE D(TYPICAL) 0.131"x .1 1 x 3 Y"NAILS @ 6"O.C. I STAGGERED ORYz"x 8"TITEN HD(SIMPSON) L-BOLT (7"EMBEDMENT) STAGERI ( TYPICAL STUD TO DOUBLE PLATE STEMWALL: CRIPPLE STUD AND KING � � CONNECTION MONOLITHIC: 3 ////— STUD REQUIREMENTS YB THREADED ROD SET 4 IN I (SEE DETAIL"C"ON SD-1) Y"THREADED ROD SET 4"IN ADHESIVE ADHESIVE HEADER (SEE WALL LAYOUT) /Z MSTA36 STRAP CENTERED ON CHANGE IN Yz"x 9"SCREW ANCHOR BY OR%"x 6"TITEN HD(SIMPSON) NAILS AS NOTED PLATE HEIGHT HURRI-BOLT,INC. MONOLITHIC: IN TABLE � ORY"x 8-TITEN HD(SIMPSON) "x 6"TITEN HD OR%"x 6"SCREW ' SILL PLATE ANCHOR BY HURRI-BOLT,INC. CRIPPLE STUD —� KING STUDS a 2x4 BLOCKING BETWEEN STUDS TOENAIL NOTE ANCHOR BOLTS \ 1 ° / \ NAIL EACH PLATE TO CRIPPLE STUD / OR ENDNAIL EACH END TO ADJACENT _ _ ° 11 NOTE: WITH(3) 0.131"x 3Y"NAILS-TOENAIL STUD WITH(3)0.131"x3 Y"NAILS IN SILL PLATE,USE 2"x Y"WASHER _ _r�J NAILS MAY BE TOENAILED 0 OR ENDNAIL(TYPICAL TYPE O TYPE—0 TYPEO NAILED THROUGH KING STU 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) (SEE WALL LAYOUT) DOUBLE SILL REQUIRED WHERE OPENING ANCHOR BOLT TO EACH SIDE OF POST AT WIDTH EXCEEDS 61" U.O.N.) CHANGE IN PLATE HEIGHT G DETAIL -ANCHOR BOLT OPTIONS H DETAIL -T SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) SD-1D-1 2x TREATED SYP SILL PLATE 7 IN SILL PLATE tx BRICK VENEER WITH 1"AIRSPACE AND WALL TIES 2x_STUDS @ 16"O.C.(U.O.N.) ! CONT.FLASHING;PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING TYPICAL STUD TO SILL PLATE 2x_TREATED SILL PLATE DR BOLT(TYPE CD, Q2 ,or 30) SPH_CLIP EACH SIDE OF HEADER ANCHOR BOLT(TYPE 01 , 02 ,or30) CONNECTION (SEE TYPICAL WALL SECTION 112"OF EACH SIDE OF JOINT TOP AND BOTTOM(TYPICAL-U.O.N.) IN SILL PLATE @ 32-O.C.(TYPICAL) (SEE DETAIL"C"ON SD-1) FOR ANCHORAGE) .PLATE. 4"CONCRETE SLAB WITH 6x6 W1.4xl.4 WWF OR FIBERMESH BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131°x 3 Y" Z NAILS @ 6"O.C.STAGGERED j`\\`/j\` \�VAPOR BARRIER OVER TREATED m � GRADE 0, \`\\x\j\SAND COMPACTED FILL °O L GRADE \\ \/ ------- CONDITIONS �- /�\\//\\\/\\(1)#5 CONT. H.E /////�//\ 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. HOOK REBAR 12"INTO SLAB AND 6"INTI` FOOTING. NOTE: SILL PLATE(BELOW) BRACE OVERFRAMING TO TRUSSES OR 2x_CORNER FRAMING FULL 6° 5' RAFTERS AS REQUIRED TO MAINTAIN HEIGHT STUDS(TYPICAL) 1'-8" ONE STORY-(2)#5 CONT. MAXIMUM 6'-0"SPANS. —"-- (2)ROWS OF 0.131"x 3 Y" V-8" TWO STORY-(3)#5 CONT. 1'-9 NAILS @ 12"O.C. STAGGERED(TYPICAL) J SECTION - STEMWALL WITH BRICK SECTION - MO SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 2x6 OVERFRAMING 2x6 OR 2X8 FRAMED WALL n SILL PLATE(BELOW) SIMPSON H3 CLIP TYPICAL STUD NAILING * 2x4 CORNER FRAMING FULL 2x_STUDS @ 16"O.C.(U.O.N.) 2x8 No.2 SYP NAILED HEIGHT STUDS 2x_TREATED SILL PLATE wl(5).131"x 3Y"NAILS NAILING STUD STUD SIZE DOUBLE PLATE SILL PLATE TO DOUBLL E PLATE MINIMUM OF(3)2x4 BLOCKS 12"LONG (SEE TYPICAL WALL SECTION TRUSS TOP CHORD OR RAFTER (END NAIL) 2x4 (2) (3) NAILED WITH(4)0.131"x 3 Y"NAILS TO FOR ANCHORAGE) STUD EACH ADJACENT STUD 4"CONCRETE SLAB WITH 6x6 2x6 {3) (4) ALTERNATE:INSTALL SOLID STUD IN W1.4xl.4 WWF OR FIBERMESH m THIS SPACE N NAILING AT STUD 2x8 (4) (5) 2x4 CORNER FRAMING FULL \\VAPOR BARRIER OVER TREATED TO SILL PLATE — HEIGHT STUD \\ \//�\ \\ - GRADE (TOENAIL) 2x10 (5) (6) \ \ \i 00 AND COMPACTED FILL 2x4 FRAMED WALL (2)Rows of 0.131"x 3Ya" GRADE #5 CONT. NAILS @ 12 O.C. %\\//\\\/\\. *ALL NAILS NOTED ARE 0.131"x 3 Ya" / / //\%//�%\�\AND N EACH CORNER.U STEMWALL H(1)#4 @ 48"O.C. T EXISTING ROOF C DETAIL - TYPICAL WALL STUD CONNECTION D SECTION - TYPICAL FRAMING AT 90° CORNERS o ``/�%' FILL CELL SOLID AT EACH#4 REBAR. q Z \\ b \\j\�� HOOK REBAR 12"INTO SLAB AND 6"INTO \\/�\\// SD-1X SD-1 j\\ \/\\j�\j/��/ FOOTING. ONE STORY-(2)#5 CONT. 1'-0" TWO STORY-(3)#5 CONT. 1'4" K SECTION - STEMWALL SECTION - MONO ENDNAIL(2)0.131"x 3 Y"NAILS AT EACH LOOKOUT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. RAFTER(AS NOTED) 2x4 FLATWISE LOOKOUT @ 48-O.C. FASTEN SHEATHING TO LOOKOUT WITH 3,EXPOSURE I-SHINGLE ROOF SHEATHING END NAILING REQUIREMENTS. -ZING,EXPOSURE I-TILE ROOF _ H3 CLIP @ LOOKOUT(TYPICAL) 'G SHANK )INTERMEDIATE SUPPORTS. 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH TER (30.131"x 3Y"NAIL SPF MATERIAL ACCEPTABLE kT CUT 2x_SUBFASCIA NAIL TO LOOKOUT WITH 'ITH(3)0.131"x 3 Y"NAILS (2)0.131"x 3Y"NAILS 'ER WITH(4)0.131"x 3"NAILS. ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT NAIL SHEATHING @ 6"O.C.TO RAFTER WITH 0.131"x 2X2-NAILS NAIL PLATE TO RAFTER WITH 0.131"x 3 Y4" L-U.O.N.) NAILS @ 6"O.C• 2x_STUDS @ 16"O.C.(U.O.N.) 2x6 PLATE 2x TREATED SILL PLATE (SEE WALL LAYOUT) SOLID BLOCKING AT EACH LOOKOUT LOCATION (SEE TYPICAL WALL SECTION WITH(4)0.131"x 3Ya"NAILS INTO LOOKOUT FOR ANCHORAGE) )URE 1. 4"CONCRETE SLAB WITH 6x6 W1.4xl.4 WWF OR FIBERMESH 'PORTS.(U.O.N.) a--a.---- ----a-�--- , L-U.O.N.) a o ,\\///\`\/% •a fa a VAPOR BARRIER OVER ATE TREATED AND COMPACTED FILL 1'4" ONE STORY-(2)#5 CONT. V-8" TWO STORY-(3)#5 CONT. E STORY WALL F SECTION - GABLE END OVERHANG L SECTION - INTERIOR BEARING SD-1 SD-1 CONCRETE: STRUCTURAL STEEL: Metal Connector Fastening Schedule S impsonD USP ID Uplift Capacity lbs Fasteners Anchora a U. „ PAU44-TZ 2200 SYP 12 162 519'w/7"embed ABUABU 1. All concrete has been designed in accordance with Building Code Requirements GENERAL: for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with PA U66RS150 -TZ 2300 SYP 12 162 5/8"w/7"embed RS150 1705 SYP or SPF 11 102 in each end- 22 total Na "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC"Manual of Steel 775(SYP or SPF) (8)10dx1'/z into studs Na Construction"and shall be constructed in accordance with AISC"Specification for 6)10dx1'/z'into double late 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," RT7A 60 SYP 5 8d in each end- 10 total Na accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: RT7A 54 SYP or SPF 5 0.131"x1'/2"in each end- 10 totalNa a. Slabs on grade,footings, and miscellaneous concrete: f c=2500psi Welded connections--------------------------------------------AWS D1.1 LFTART3A 45 SYP 4 8d in each end- 8 total Na H6 LFTA6 95 SYP 8 SPF 8 8d in each end- 16 total Na b. Cast-in-place beams, columns,walls, and structural slabs:f c=3000psi Structural steel shapes, plates, etc. ------------------------------ASTM A36 HS RT8A 63 SYP 5 10dxl M."in each end- 10 total Na Structural steel pipe-----------------------------------------------ASTM A53 or A501 HDQ8 UPHD8 8325 SYP 721 SPF 20 Wx3"SDS 7/8"w/15"embed 3. Cement shall conform to"Specification for Portland Cement" ASTM C150 Structural steel tubing -------------------------------------ASTM A500 HTS20E TA1 HTW2 1810 SYP 10 10d in a 4"embed. ( ) - HTS20 or HTS30 HTVV20 or H1W30 1450(SYP 124 SPF 10 102 in each end-(20)total Na FITS M16or HTSM20 HTWM16 or HTWM20 1175(SYP) (8) 10d into wood n/a 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTM C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. (4)%x2'/:'Titen into CMU (4)% 1'/+"Titen into concrete 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute(SDI)"and HTT16 HTT16 3955 SYP 340 SPF 18 .162X 2-1/2" 516'w/7"embed organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTT22 HTT22 4165 SYP 35 SPF 32).148X 3" 5/8"w/7"embed HTT4 4235 SYP 5/9'w/7"embed 36 SPF 18 .162X 2-1/2 reinforcement. HTT5 5090 SYP 437 SPF 26 .162X 2-1/2" 5/8"w/7"embed 4. All bar joists have been designed in accordance with "Steel Joist Institute (SJ 1)"and LSTA18 LSTA18 1235 SYP 116 SPF 10d in each end- 14 total Na 6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". LTS12 LTW12 775 SYP 6 SPF 6 10d in each end- 12 total Na Control Line (CCL)and exposed to salt spray are as follows: LTT2o LTs2o 175o(SYP or SPF) (10)16d (stem)w/4'/i'embed a. All concrete shall have the followingminimum compressive strength at 5. All light gage structural framing has been designed in accordance with"AISI Standard stem p 9 9 9 9 9 9 LTTI31 LTTI31 2310(SYP or SPF) (18)102x1'/2" &6'w/41/2"embed 28 days in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing"Grade 33- U.O.N. stem i. Slabs on grade,footings, and miscellaneous concrete: MGT MSTA24 3965 SYP 22 1 Od 5/8"w/7"embed fc=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. MSTAM MSTA24 1640 SYP r S SPF 9 10d in each end- 18 total Na MSTAM24 1500(SYP or SPF) (9)102 into wood Na ii. Cast-in-place beams, columns,walls, and structural slabs: (5) 4X2'/4 Titen into CMU fc=5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall 5 %x1'/4"Titen into concrete b. Maximum water-cement ratio: 0.40 not be used. MSTA30 MSTA30 2050 SYP 190 SPF 11 10d in each end-(22)total Na MSTA c. Maximum chloride ion content: 0.15 percent by weight of cement in 26 total Na accordance with ASTM C 1218 8. Bolts shall be installed to the"snug-tight"condition-u.o.n. MSTAM MSTA36 2050 SYP or SPF1336 1870(SYP or SPF) (13)102 in(8)Y.'x2'/4 Titen i 10d in each end- Na ter into CMU 8 %.'x1'/4"Titen into concrete 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: MST066 MSTC66 5660 SYP or SPF 38 16d sinkers n each end- 76 total Na MTS12 or MTS20 MTV1112or MTW20 1000 SYP (SPF) 10d in each end- structural drawings.All,reinforcing details shall conform to"Details and Detailing of 860 14 total Na Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All structural steel shall be shop-painted. Prior to painting, steelwork shall be cleaned in MTSM16 or 860(SYP) (7)102 into wood n/a p 9 MTSM20 (4)%:x2%:Titer into CMU drawings. accordance with Steel Structures Painting Council (SSPC)SP-6"Commercial Blast 4 %'x1'/."Titen into concrete Cleaning"after removal of loose rust, loose mill scale, and spatter, slag, or flux deposits. PA51 TA51 3685 SYP or SPF 21 16d 4"embed 8. Tolerances for foundation and slab alignment as well as placement of reinforcement PHD2 PHD2 3610 SYP 337 SPF 10 /."x3"SDS 5/8"w/7"embed shall be in accordance with "Standard Tolerances for Concrete Construction and 2. For projects located within 1500 feet of the Coastal Control Line(CCL), all structural SPH4 or SPH6 SPTH4orSPTH6 1360 SYP 117 SPF 12 102x1'/2" Na Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2" inside steel shall be cleaned in accordance with SP-5 White Metal Blast Cleaning". SSP 350(SYP or SPF) (4) 10dx1'/z"into studs Na 3 102x1'/2"into double late Of the sell plate. STHD14 STAD14 4430 SYP or SPF 38 16d sinkers 14"embed 3. Immediate) after surface preparation, SSPC Paint 15 red oxide primer paint shall be "°tJ Immediately ( ) P 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. Painting methods shall be 2.SYP=Sou 9i am Pine;SPF=Spruce-Pine•Fir 3.Mono=monolitlic concrete;stem=masonry slernwall or bond beam minimum 6 mil. polyethylene (visqueen)vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, corners, edges, and exposed surfaces. 4.An chore gerefers tofiread edanctwsWthn«eddiametersarid embedmentdepths 5.All nails noted are"common"(U.O.N.) 6x6 W1.41.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control Line(CCL), SSPC Paint 20 complying with ASTM C1116. Type 1 (zinc inorganic)shall be applied,followed by SSPC Paint 22(epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PA 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel and other deleterious material. Structural fill shall be compacted in maximum 12" surfaces exposed and visible to the exterior of the structure. - - EDGE DISTANCE MINIMUM AT lifts to a density of at least 95%of the Modified Proctor Maximum Dry Density / FASTENERS(TYPICAL) - (ASTM D1557). Fill shall be treated with termite poison before slab is placed. 6. Field touch-up after installation where required to restore final finish. 2" \ / p 96"MAXIMUM SPAN 11.Footings may bear upon undisturbed soil or upon structural fill. Structural fill \ shall be compacted IN MAXIMUM 12" LIFTS to a density of at least 95%of \ the Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of at ROOF COVERING: least two feet(2'-0")below the bottom of the footing. 12.The following minimum concrete cover shall be provided for reinforcement: 1. The contractor shall be responsible for the design and installation of the roof covering system. WOOD STRUCTURAL PANEL 3"--------Concrete cast against and permanently exposed to earth. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT Xie OSB OR�%2"RATED 2"-------Concrete exposed to earth or weather, #6 bar and larger. the manufacturer's requirements. FASTENER(TYPICAL) SHEATHING PANEL 1 '/Z'-----Concrete exposed to earth or weather,#5 bar and smaller. Z OR ^____ contact with earth for the a •� 1 /� -Concrete not exposed to weather or ince �� � WOOD STRUCTURAL PANEL primary reir�sr;;cement,ties, stirrups, and spirals in beams and columns. 3. Clay and the roofs shall be installed per the Concrete and Clay Roof Tile CORROSION RESISTANT Installation Manual,"and the manufacturer's requirements. M %5"OSB OR t%2"RATED FASTENER(TYPICAL) 2"---------Concrete walls and slabs exposed to salt spray SHEATHING PANEL 2%2"--------Other concrete members exposed to salt spray 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following according to the manufacturer's requirements. minimum lengths unless otherwise noted on the structural drawings: 5. The contractor shall be responsible for the design and installation of all metal #4 bars: 21"minimum flashing and valley material. #5 bars: 26"minimum #6 bars: 32"minimum FASTENER SPACING #7 bars: 46"minimum PER CHART 14.Reinforcement in footings shall be bent around comers or corner bars shall be used. WATERPROOFING: NOTE: PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO 15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support 1. The contractor shall be responsible for all waterproofing and flashing ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. reinforcing steel. Support items which bear on exposed concrete surfaces shall have considerations. ends which are plastic tipped or stainless steel. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL NOTES: WOOD FRAMING; _ _ __ SYMBOL LEGEND 1} FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM „ 1. All wood framing has been designed in accordance with National Design Specification OR LEFT&RIGHT SIDES OF PANEL. Wind-Borne Debris Protection F (NDS)for Wood Construction,"2005 Edition VIEW DIRECTION SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for%s"OSB or 1Y32"RATED S 2. All wood members exposed to weather or in contact with masonry, concrete or soilA panel span 2 ft.< PORTION OF STRUCTURE WHERE EXCEED 96". Fastener Faster shall be treated with an appropriate preservative suitable for the exposure conditions. WALL SECTION SECTION IS CUT SD-1 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS <2 ft. span 44-SHEET NUMBER WHERE THE SECTION WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT 3. If ACQ treatment is used on any wood member,then all nailing shall require hot-dipped IS DRAWN EXCEED 96" #8 wood screw based galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. anchor min. emb. 16 1 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS) CHANGE IN SECTION LOCATION WHERE SECTION WILL CHANGE EACH OPENING AND APPLICABLE FASTENERS. wood screw based for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate anchor 5) FASTENERS SHALL BE CORROSION RESISTANT. anchor w/min.2"emb. Connected Wood Truss Construction (ANSI/TPI 1-02)." 16 1 VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE length into wood framing 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. AA SECTION IDENTIFICATION WOOD FRAMING. CROSS SECTION SSD 1 SHEET NUMBER WHERE THE SECTION Y4"lag screw based 6. The truss manufacturer shall submit shop drawings and design notes with a registered ISDRAWN FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 1 Engineer's seal for approval. Design notes shall include the rated load capacity of the SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE length into wood framing OPENING. truss to truss connectors,and the manufacturer's license to fabricate trusses utilizing the connector system proposed.The contractor shall approve fabrication and LOCATION DETAIL installation drawings showing size, shape and layout. DETAIL IDENTIFICATION IFICATION 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- TAIL L A SHEET NUMBER WHERE THE DETAIL PROOFING CONSIDERATIONS. 7. Jobsite handling and erection, including temporary bracing, during installation of IS DRAWN 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED trusses shall comply with TPI/WTCA BCSI 1. sD 1 HARDWARE WHEN SHUTTER IS NOT IN USE. 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss VIEW DIRECTION Connection Schedule. EXTERIOR FINISH ELEVATION A- ELEVATION IDENTIFICATION SHEATHINGS Ide A, SD-1 SHEET NUMBER WHERE THE ELEVATION 9. All gable ends shall be balloon framed or braced in accordance with the applicable IS DRAWN FRAMING AT OPENING: detail as shown in the structural drawings. HEADER SHOWN,STUD, �r CRIPPLES,OR SILL SIMILAR ict withan 10. The Guardrails, Handrails and Guard In-Fill components (Balusters and Panel Fillers) .r shall be designed by the delegated Engineer. The Product Approval Report and/or 2 IN : 4 shop drawings shall be approved by the Engineer of Record prior to construction. TRIM p�,,� x,�, WOOD SCREW BASED 1��j"' ED 11. Provide joist or solid blocking in floor framing at all guardrail and handrail posts. THREADED STUDITY 3, SEE PER 3a"FENDER WASHER(MIN.) REQUIRE rs/ - - - WINDOW UNIT REVIEWEDBY: or = Indicates additional requirements for structures located within 1500 feet of the '/,s"OSB oR /2"RATED Coastal Control Line (CCL). SHEATHING PANEL SII be A SECTION - FASTENING OF PANEL TO FRAMING 58'-8" 12'-6" 22'-2"± 24'-0" Y O r - - -- - - - - - - - - - -- - - -- - - - - -- -- - ---- I -- - - - - -- - - - - -- -- --I r -- -- -- -- -- -- -- -- I� I I I -- -- --� I I K SD-1 I I I I I I I I 4"CONCRETE SLAB WITH 6x6 W1.41.4 WWF OR FIBERMESH OVER { I co VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. ED K I I I I SD-1 I I I I I I I { I I i I I INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48-O.C. ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE FOOTING(12"MINIMUM).TYPICAL-U.O.N. F J 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. T J 1 Tr �T 11 1-- 1 ' I K I SD-1 co L I I I I I co I I - -— —— — — —— —— N NOTE: Y IF NEW STOOP COVERS EXISTING VENTS ADD VENTS PER FRC R408 CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SELECTION AND 12'-0" 4'-2" 8'-0" LOCATION OF ALL VENTILATION AND ACCESS OPENINGS.(IF REQUIRED) 24'-2" CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOUNDATION PLAN USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. Fl= L BALLOON FRAME 2x6 SPF#2 STUDS @ 16"O.C.TO ROOF DECK WI HTT5 HTT5 M. ����� � � AREA 0 to 20 sl 20.1 to N 50.1 to V i = — -- -- 100.1 to; 200.1 to I I Soffit Des Base De: HTT5 DESIGN LOAI FLOORS LIVE LOA[ LN EX EX DEAD LOA CA HTTS TIL 1 �0-) ROOFS LIVE LOAC TRI I i � TRI CO i CO DE (2)2x8 EADER _(3)2 HEA _ (2) x8 HEAD=R DEAD LOA = _= = == = == = == = • ` —� TRI • 2x4 HORIZONTAL EACH SIDE W/(13)0.131"x 3;V4'FACENAIL; TRI C01 LTP4 I, C01 2x4 VERTICAL w/Y8'x 6" DESIGN CRIT LAG SCREWS(AS SHOWN) BUILDING COD NEW 2x8 CEILING JOISTS-MATCH EXISTING RAFTER SPACING WIND DESIGN 2x4 STRUT EACH SIDE BASIC WIND SF • w/(3)0.13173k FACENAILS BUILDING CATI •• WIND IMPORT/ WIND EXPOSU ENCLOSED STI BUILDING CLA: BUILDING TYPE (2)2x8 EADER =(2=)2x: HEADE (2)2x8 HEAD R PROJECT SCC CODE AS BOTI Li I Lit] Liu iLLiLLa A SECTION - PORCH BRACKET FRAMING s-3 SHEARWALL L BRACKET (SEE DETAIL'A'ON S-3) SBS = NOTE:BLOCK ALL I WOOD FRAME DEN WIND-BORNE DEBRIS PROTECTION REQUIRED: DENOTE c THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION WALL LAYO U T IS REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL NOTE: GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE ALL WOOD ALTERNATIVE SHUTTERS WITH'FLORIDA PRODUCT APPROVAL". (2)2X6 Na (1)KING STI Roof Framing Notes: 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP 2. ALL RAFTERS SHALL BE 24's Q 24"oc. (U.O.N.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS 2x6 COLLAR TIE(TYP.) WITH(5)10d x 1Y2"NAILS EACH END. �, t NEW 2x6 RAFTERS SISTERED SEE ROOF FRAMING NOTE 4 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL �yCG cDICv►'� TO EXISTING RAFTERS COLLAR TIES TO RAFTERS WITH(5).131"x 3y"NAILS. BEAR RAFTERS ON WALLS. 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) FACENAIL TO EXISTING RAFTERS wl .131"x 3Y4"TOE-NAILS. 0.131"x 3"NAILS @ 8"O.C. 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3y"NAILS. 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) .131"x 3y"TOENAILS. > X M 2x6 RAFTERS @ 24"O.C. RAFTER SPLICE IF REQUIRED- (SEE DETAIL) N (5)0.131"x 3Y"NAILS(U.O.N.) 2x6 No.2 SYP CONTINUOUS PURLIN-NAIL WITH(3)0.131"x 3,V4'NAILS AT EACH BRACE 2x4 No.2 SYP BRACE AT EACH RAFTER -71 (2)2x4 POST DOW TO H ADER toy w—l-oq 2x4 LATERAL BRACE REQUIRED IF BRACE LENGTH OF BRACE EXCEEDS 6'-0" ILL A DETAIL - PURLIN BRACE s-a 2r L PURLIN BRACE OFF HEADER TO EXISTING RAFTERS SEE"A"ON S-4 8 Sp� i ROOF FRAMING LAYOUT L DOUBLE PLATE SPLICE) TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT NIMUM SPLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION _ SPH_CLIP @ 32"O.C.(TYPICAL-U.O.N.) INIMUM NAILING OF 1"x 3"NAILS IN THIS ZONE. 1:,f� � (SEE DETAIL"H"ON SD-1) NAIL EACH PLY OF KING AND CRIPPLE STUDS / (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL STEMWALL: STEMWALL OR MONOLITHIC: PLATES WITH 0.1 31"x 3"NAILS @ 8"O.C. Y2'THREADED ROD SET 5"IN ADHESIVE Y"x 10"CAST-IN-PLACE HEADED OR IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3Ya"NAILS @ 6"O.C. STAGGERED OR Y2'x 8"TITEN HD(SIMPSON) L-BOLT (7"EMBEDMENT) STAGGERED(TYPICAL) ' ' TYPICAL STUD TO DOUBLE PLATE STEMWALL: CRIPPLE STUD AND KING MONOLITHIC: CONNECTION %"THREADED ROD SET 4"IN STUD REQUIREMENTS I (SEE DETAIL"C"ON SD-1) Yz"THREADED ROD SET 4"IN ADHESIVE ADHESIVE HEADER i (SEE WALL LAYOUT) � � OR a"x 6"TITEN HD(SIMPSON) NAILS AS NOTED MSTA36 STRAP CENTERED ON CHANGE IN Y2"x 9"SCREW ANCHOR BY MONOLITHIC: IN TABLE PLATE HEIGHT HURRI-BOLT,INC. "x 6"TITEN HD OR%"x 6"SCREW I I I OR 2'x 8"TIT SILL pLAME(SIMPSON) ANCHOR BY HURRI-BOLT,INC. CRIPPLE STUD I � KING STUDS ' 2X4 BLOCKING BETWEEN STUDS TOENAIL NOTE." NAIL EACH PLATE TO CRIPPLE STUD / OR ENDNAIL EACH END TO ADJACENT CENTER ANCHOR BOLTS �. a.; NOTE: WITH(3)0.131"x 3 Y"NAILS-TOENAIL STUD WITH(3)0.131"x 3;V4'NAILS IN SILL PLATE,USE 2"xYs"WASHER _- — J y NAILS MAY BE TOE] OR ENDNAIL(TYPICAL I TYPE TYPE 22 TYPE3� NAILED THROUGH 1 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) (SEE WALL LAYOUT) DOUBLE SILL REQUIRED WHERE OPENING ANCHOR BOLT TO EACH SIDE OF POST AT V— WIDTH EXCEEDS 61" U.O.N.) CHANGE IN PLATE HEIGHT G DETAIL -ANCHOR BOLT OPTIONS H DET SPH_CLIP @ 32"O.C.(TYPICAL-U.O.N.) SD-1 SD-1 2x TREATED SYP SILL PLATE JOINT IN SILL PLATE BRICK VENEER WITH 1"AIR SPACE AND WALL TIES 2x STUDS @ 16-O.C.(U.O.N.) 46 " u " � FLASHING;PROVIDE WEEP HOLES @ 33-O.C. GROUT AIR SPACE BELOW FLASHING TYPICAL STUD TO SILL PLATE 2x_TREATED SILL PLATE ANCHOR BOLT(TYPE 01 , (2),or30) SPH_CLIP EACH SIDE OF HEADER ANCHOR BOLT(TYPE 0, 02 ,or 30) CONNECTION (SEE TYPICAL WALL SECTION WITHIN 12"OF EACH SIDE OF JOINT TOP AND BOTTOM(TYPICAL-U.O.N.) IN SILL PLATE @ 32-O.C.(TYPICAL) (SEE DETAIL"C"ON SD-1) FOR ANCHORAGE) IN SILL PLATE. 4"CONCRETE SLAB WITH 6x6 W1.4xl.4 WWF OR FIBERMESH BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) ZIN NAIL EACH PLY WITH 0.131"x 3 Y" \ \ \ \ z NAILS @ 6-O.C.STAGGERED VAPOR BARRIER OVER TREATED GRADE AND COMPACTED FILL °D GRADE \\ (1)#5 CONT. MING CONDITIONS �. j//j�/� �8"CMU STEMWALL WITH(1)#4 @ 48-O.C. 4 AND IN EACH CORNER. o z /\� FILL CELL SOLID AT EACH#4 REBAR. — HOOK REBAR 12"INTO SLAB AND 6"INTO FOOTING. NOTE: ��SILL PLATE(BELOW) BRACE OVERFRAMING TO TRUSSES OR /-2x CORNER FRAMING FULL 6" RAFTERS AS REQUIRED TO MAINTAIN I HEIGHT STUDS(TYPICAL) 1'-8" ONE STORY- 2)#5 CONT. MAXIMUM 6'-0"SPANS. (2)ROWS OF 0.131"x 3 Y" 1'-8" TWO STORY-(3)#5 CONT. NAILS @ 12-O.C. STAGGERED(TYPICAL) J SECTION - STEMWALL WITH BRICK SECTION SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT — ENGINEER FOR ADDITIONAL REQUIREMENTS. 2x6 OVERFRAMING 2x6 OR 2x8 FRAMED WALL SILL PLATE(BELOW) SIMPSON H3 CLIP TYPICAL STUD NAILING * f 2x4 CORNER FRAMING FULL 2x_STUDS @ 16-O.C.(U.O.N.) 2x8 No.2 SYP NAILED HEIGHT STUDS 2x TREATED SILL PLATE w/(5).131"x 3,Y4"NAILS NAILING STUD STUD SIZE DOUBLE PLATE SILL PLATE TO DOUBLL E PLATE MINIMUM OF(3)2x4 BLOCKS 12"LONG (SEE TYPICAL WALL SECTION TRUSS TOP CHORD OR RAFTER (END NAIL) NAILED WITH(4)0.131"x 3 Y"NAILS TO FOR ANCHORAGE) 2x4 (2) (3) EACH ADJACENT STUD 4"CONCRETE SLAB WITH 6x6 -k-N- STUD ALTERNATE:INSTALL SOLID STUD IN W1.4xl.4 WWF OR FIBERMESH 2x6 (3) (4) THIS SPACE Zr NAILING AT STUD 2x8 (4) (5) 2x4 CORNER FRAMING FULL 6N , VAPOR BARRIER OVER TREATED TO SILL PLATE HEIGHT STUD AND COMPACTED FILL GRADE...... ..... (TOENAIL) 2x10 (5) (6) (2)ROWS OF 0.131"x 3 Y" GRADE2x4 FRAMED WALL NAILS @ 12"O.C. (1)#5 CONT. �8"CMU STEMWALL WITH( ) @ 1 #4 48"O.C. *ALL NAILS NOTED ARE 0.131"x 3Ya" AND IN EACH CORNER. ING AT EXISTING ROOF C DETAIL -TYPICAL WALL STUD CONNECTION D SECTION - TYPICAL FRAMING AT 90° CORNERS `% FILL CELL SOLID AT EACH#4 REBAR. 4 \ \\ a \ HOOK REBAR 12 INTO SLAB AND 6 INTO SD-1 SD-1 \, j\\\\//�\//\\j�� FOOTING. 6" ONE STORY- 2 #5 CONT. V-8" TWO STORY-(3)#5 CONT. K SECTION - STEMWALL SECTION - I ENDNAIL(2)0.131"x 3Ya"NAILS AT EACH LOOKOUT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT RAFTER(AS NOTED) ENGINEER FOR ADDITIONAL REQUIREMENTS. 2x4 FLATWISE LOOKOUT @ 48-O.C. FASTEN SHEATHING TO LOOKOUT WITH EATHING,EXPOSURE I-SHINGLE ROOF SHEATHING END NAILING REQUIREMENTS. D SHEATHING,EXPOSURE I-TILE ROOF 2%"RING SHANK H3 CLIP @LOOKOUT(TYPICAL) GES AND INTERMEDIATE SUPPORTS. 2x4 L-BRACE AT EACH LOOKOUT NAIL WITH ACH RAFTER (3)0.131"x 3Y"NAIL SPF MATERIAL NOTES) ACCEPTABLE G AT SEAT CUT 2x_SUBFASCIA NAIL TO LOOKOUT WITH PLATE WITH(3)0.131"x 3 Y"NAILS (2)0.131"x 3Ya"NAILS TO RAFTER WITH(4)0.131"x 3"NAILS. ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT NAIL SHEATHING @ 6-O.C.TO RAFTER WITH LE PLATE 0.131"x 2 Y"NAILS (TYPICAL-U.O.N.) NAIL PLATE TO RAFTER WITH 0.131"x 3 Y" NAILS @ 6-O.C. 2x_STUDS @ 16"O.C.(U.O.N.) 2x6 PLATE 2x TREATED SILL PLATE U.O.N.(SEE WALL LAYOUT) SOLID BLOCKING AT EACH LOOKOUT LOCATION (SEE TYPICAL WALL SECTION .- WITH(4)0.131"x 3Y"NAILS INTO LOOKOUT FOR ANCHORAGE) G,EXPOSURE I. 4"CONCRETE SLAB WITH 6x6 2 Y^ Wl Axl.4 WWF OR FIBERMESH GES AND IATE SUPPORTS.(U.O.N.) (TYPICAL-U.O.N.) d e a TED) VAPOR BARRIER OVER SILL PLATE ; TREATED AND COMPACTED FILL 1'4" ONE STORY- 2 #5 CONT. V-8" TWO STORY-(3)#5 CONT. TAILS R ONE STORY WALL F SECTION - GABLE END OVERHANG L SECTION - INTERIOR BEARING SD-1 SD-1 v 1 61 '4 19'4 4'5 104 2'4 9110 12'6 UP 37 -- 613 --_ 6'3 _—_ 613 ----- . � 44310 44310 00 3068 �Q 0 BEDROOM 1 C° 10'x 11,10 BEDROOM 2, 0 1118 x 11110 "-- 8070 I I I I G � i m 2068 2668 I HALL 17'9 x 3'11 ----- C BATH 2668 (D 217 co 8'4 x 6'3 Up { I � N � UP � N /1/0 C/40,yrs 2668 co 51 7;7 0 LAUNDRY � 8'4x5' O I 00 1 MASTER BATH 3'x5 j tt - •2068 ' I i OQ co MASTER BATH 0018'7 x 5'4 k, )Jp ------------ A Li=-=- -�-j L i 18 - - - - —_ 2316 cc 12 --�- '6 m 611 7 15 --- � o N (Y) MASTER [3DRM `�� j 22'x 15'8 -- d N I M0 1 i i f i project zlfoz°.ration: L30505 68 ! Tom & Faye Wood I' 1a I 3� _ 6 ,. � 4 _� 0 11 t(� .�vc, 6'7 Atlantic each, FL - 61 '4 __._ f - 4i 70 i A APFIROVED CITY. ACH u�Fi»WNQ OFFICE tl j�. rJ I 1 , ,.f •,� �'" ; ref r � S ' �:✓r�1 �f -,•' �,. Y / 1. f. !. .'+' .� d . , t 47 into jaw i �. . ty ft 4w t of Ila js P T p K i t (Oc Zo x = Ir v� �. OL t� - �� j A 0 ), Q � tk '-v a r � R Q •� .• � ' �•• tri 2 `t a %fir O 11` t!ti rj t. r nx vAMO .3 �R xIryp � + N �. �►- Ftp •`"C ; 9 x yr -1 4p Z rr` © A *foAmr ��+► hi v i -1 'AAD ~- s. o 46, Ok IL � n c oz0 w 0 4 - n w �.