Loading...
320 17th street i i i I I I EXISTING CONCRETE PAVERS TO BE REMOVED. EXISTING CONCRTE DRIVE ! TO REMAIN (50 S.F.) i STORAGE AREA . . . . . .I _ : : _ _ _ I : _ II _ ( 5' x 1' = 25 cu. ft. = NEW CONCRETE =S = 132 cu. ft. 1 TERRACE RAGE = 157 cu. ft. NEW ADDITION = ! .S: E WITH 2:1 SLOPE �R EA - _ ------------ ----- 5 132 --- 5 = 132 cu. ft. I i ----------------------- 20'B.R_L.----------------------------- r' I NEW CONCRETE - - - - - - EXISTING MASTER 1 ; TERRACE N - - - - 1 I TO BE RENOVATED INTO NEW BATH I I I I I 1 EXISTING GARAGE TO 30 L---------------- i O BE PARTIALLY RENOVATED 1J i - - 1 ! 0 � ; 0 1 I I _ I f mi - I I I I 1 I - I I , -- EXISTING H0M a TO REMAIN w = 1 1 I I - - I i I NEW ADDITION 0° i to i ---------------------------------------------------------;--------------------------------- ------ - - --------------------' NEW PORCH TO ! 25 B.R.L. PER PLAT 1 REPLACE EXISTIf • / `o EXISTING DRIVE i TO BE REMOVED AT NEW GARAGE ` i' i EXISTING DRIVE i TO REMAIN i i i i --------------------------------------------------------------------------------------------------------------------------------------------------------------------- i 17I 5 1 archi-pec-dura) si-� Ian P1 SCALE: 1"= 10'-0" POST DEVELOPMENT AREAS: $00 S.F. LOT 13,400 S.F. 34 S.F. BUILDING AREA 3,294 S.F. STORMWATER STORAGE REC UIREMENTS 50 S.F. PATIO AND WALKS 320 S.F. AREA % IMPERVIOUS RUNOFF VOLU 30 S.F. DRIVEWAY 1 ,260 S.F. o PREDEVELOPMENT 1314 � 0 S.f. 30% 4,777 cu. ft. 4 S.F. 30 % TOTAL IMPERVIOUS 4,874 S.F. 36% POST DEVELOPMENT 13,4 0 s.f. 35% 4,932 cu. ft. 1E = 0.46 x 13,400 S.F. x 9.3 in. / 12 in. /ft POST DEVELOPMENT RUNOFF VOLUME = 0.475 x 13,400 S.F. x 9.3 in. 112 in. /ft STORAGE VOLUME REQUIRED: 155 cu. ft. V = 4,932 cu. ft. STORAGE VOLUME PROVIDED: 1157 cu. ft. DELTA VOLUME = 4,932 - 4,777 = 155 cu. ft. I I I I I I I I -------------------------- III I III REMOVE EXISTING II III 111 ul EXTERIOR WINDOWS I AND DOORS. III III III I III 1 II II I I II I II I I II II I I I I I I I I I I I I II II I I II II I I II II I I n 11 I I II II I HATCHED AREA DENOTES REMOVE EXISTING EXISTING WALL CONSTRUCTION I PLUMBING FIXTURES TO BE REMOVED. AND FINISHES. I --------------- Eo REMOVE EXISTING go EXTERIOR WINDO S. I I I I I I I I I I 1 I I I 1 j REMOVE EXISTING ® CLOSET DOORS AND SHELVING. 1 I I I I I i ' I REMOVE EXISTING EXTERIOR WINDOWS REF --- AND DOORS. I 1 II JJ7IId------------------------------- JJJIIII I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I 1 REMOVE EXISTING PORCH I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I ---------------------------- DI I I I I L-J L-J 1 �omol inion plan D1 SCALE: 1/4"= 1'-0" 2 A3v NOTE: CONTRACTOR T VERIFY OVERALL DIMEN TO ENSURE COMPLIAN BUILDING RESTRICTION I I I 6068 FIXED FRENCH , I 9068 SLIDING FREN I -- ------ -- I r---------------r I z Q (� I m _—_ +— SHED DORMER ABOVE, I v SHED DORMER ABOVE, o ' I I 11'-0"FLAT CLG. I I 11'-0" FLAT CLG. N I I7, I z i EXISTINGLu w Of I i PLAY ROOMLL I 0j VAULTED CLG U p I I �------------ --------------- I---- ------ Z ---L--------- -----L------- ' j NEW TEMP GLASS �I j w NEW SUN PORCH42668 ENCLOSURE a I m MASTER j VAULTED CLGW/20 TEMP m U VAULTED CLG PEAK AT APPRGLASS DOOR I PEAK AT APPR ' 10'-0"A.F.F. I 10'-0"A.F.F. Lu Q i I HALF FRENCH d FAUX LOUVER PANEL U 3670 SLIDING N LASS TEMP/OBS) I SURFACE MOUNTED 030 DH w. I o I --- --- I NEW W L-�-- I i CLOSET 1 KOHLER POO 11: Y L-L---- ----------- g 72"B BATH x42"x22" NEW I 8 CLG oBATH TALL NEW 8' CLG I � 8' CLG CAB E: I° LAUNDRY 0 11 ROOM I O � I I I 8' CLG I 0 0 1 1 26 TEMP --- -- —-—- r2668 z g ® I --- I I � Q ALIGN om f LL I I w 0 XN U m w -0 0LLL , w I _ REF --- ~ - --- 1 7 I , 3068 SOLID , I (1 CORE Foom L NEW GARAGE 8' CLG 1 A3r------------------ I I I I I I I I I I I I 7 w I I I I Z I I I NEW ENTRY w > I I PORCH I VAULTED CLG LL 0 Co LL I I I I 9070 O D F Y, NOTE: CONTRACTOR TO FIELD VERIFY OVERALL DIMENSIONS TO ENSURE COMPLIANCE WITH BUILDING RESTRICTION LINES floor an A� SCALE: 1/4"=1'-0" 5 COURSES OF P.T. 1"x 6" T&G SHEATHING OVER P.T. 2"x 2" STAINED WOOD P.T. 2"x 6" RAFTER TAILS. IN OPEN GABLE CONTINUOUS ALUMINUM EAVE DRIP ON DECORATIVE WOOD CONTINUOUS P.T. 1"x 2"NOSING OVER SHUTTER 5 COURSES OF P.T. 1"x 6" ASPHALT SHINGLES ON 1 T&G SHEATHING OVER OPEN RAFTER TAILS. 12 P.T. 2"x 6" RAFTER TAILS. OVER 5/8"EXTERIOR GRA 8"x 8" P.T. STAINED 6 �— ON CONVENTIONAL FRAMI WOOD COLUMN CONTINUOUS ALUMINUM EAVE DRIP ON 12 CONTINUOUS P.T. 1"x 2" NOSING OVER 6daaaao oo� OPEN RAFTER TAILS. NEW PORCH 8"x 8" P.T STAINTED 10'-0"PLATE WOOD BEAM J BRACKET. MATCH EXISTING 8'-0" PLATE P.T. 2"X 6"TRIM. P.T. 2"SILL W/ 3"SKIRT EXISTING =1= I L m FIRST FLOOR PAINTED BRICK VENEER ONn0��� elevation W/PAINTED .T. "CROWN"PAINTED P.T 2"X 8"TRIM BAND 5 COURSES OF P.T. 1"x 6" 15#FELT OVER 1/2"EXTERIOR T&G SHEATHING OVER GRADE PLYWOOD SHEATHING ON A2 SCALE: 1/4"= T-0" P.T. 2"x 6" RAFTER TAILS. 2"x 6" STUDS @ 16"O.C.. PAINTED P.T',2"X 6"TRIM. CONTINUOUS ALUMINUM EAVE DRIP ON (SEE STRUCTURAL) 5 COURSES OF P.T. 1"x 6" PAINT EXISTING CONTINUOUS P.T. 1"x 2"NOSING OVER NEW STAINED DECORATIVE GARAGE DOOR. T&G SHEATHING OVER SIDING AND BRICK. RAFTER TAILS. P.T. 2"x 6" RAFTER TAILS. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. P.T. STAINED WOOD BRACKET MATCH EXISTING SOFFIT MATCH EXISTING SOFFIT b ff MATCH EXISTING 8'-0" PLATE 0 GRILL AREA EXISTING FIRST FLOOR PAINTED P.T. 2"X 8"TRIM BAND 2 8"x 8" P.; STAINTED W/PAINTED P.T. "CROWN" 50U . ' o I o V at i on WOOD /BRACKET. A2 SCALE: 1/4"= T-0" DECOR �AM INE WOOD PAINTED BRICK VENEER ON PAINTED P.T. 2"X 6"TRIM. SHUTTER 15#FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING ON 5 COURSES OF P.T. 1"x 6" 8"x 8" PIT. STAINED 2"x 6"STUDS @ 16"O.C.. T&G SHEATHING OVER WOOD C OLUMN (SEE STRUCTURAL) 12 P.T. 2"x 6" RAFTER TAILS. P.T. 2"x 2"STAINED WOOD 2.51 CONTINUOUS ALUMINUM EAVE DRIP ON IN OPEN GABLE CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. MATCFJ EXISTING 8'-0" KI E EXISTING F-1 LEE FIRST FLOOR 8"x 8" P.T STAINTED ` WOOD BEAM/BRACKET. 3 DECORATIVE WOOD A2 SCALE: 1/4"= 1'-0" PAINTED BRICK VENEER ON SHUTTER 15#FELT OVER 1/2"EXTERIOR 8"x 8" P.T. STAINED NEW CONCRETE SIDING ON GRADE PLYWOOD SHEATHING ON WOOD COLUMN 15#FELT OVER 1/2"EXTERIOR 2"x 6"STUDS @ 16"O.C.. GRADE PLYWOOD SHEATHING ON (SEE STRUCTURAL) ASPHALT SHINGLES ON 15#ROOFING FELT 2"x 6" STUDS @ 16"O.C.. OVER 5/8"EXTERIOR GRADE PLYWOOD SHEATHING (SEE STRUCTURAL SHEETS) ON CONVENTIONAL FRAMING(SEE STRUCTURAL SHEETS) NEW OVERFR TO MATCH EXISTIISTI G NG 12 ROOF PITCH -APPROX 4 �- 5 COURSES OF P.T. 1"x 6" T&G SHEATHING OVER P.T. 2"x 6" RAFTER TAILS. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER OPEN RAFTER TAILS. 8"x 8"P.T STAINTED WOOD BEAM/BRACKET. DECORATIVE WOOD SHUTTER 8"x 8" P.T. STAINED WOOD COLUMN A2 SCALE: 1/4"= T-0" \ / \ \\ i WP \\ SCONCE SCONCE \\ I ------ --------------T---��— SHED DORMER ABOVE, I \\ I SHED DORMER ABOVE, Wp j 11'-0" FLAT CLG. j \\ I__11'-0' FLAT CLG.GFI ADJ /ADJ I ADJ I ADJ \ I I R C \ I V IREC \ / REC i REC i REC \\ i i PHO \\ I EXISTING ELECTRICAL z I l I TO REMAINIIN THIS AREA I \ \ I � \� I �� VAULTED CLG VAULTED CLG \\ �\ \\\ I \ I / \ PEAK AT APPROX. PEAK AT APPROX. �\ \ I 10'-0"A.F.F.\\ I 16'-0"A.F.F. \�\ \\ I \\ I // \\\ /P�HONE /ADJ\ ADJA� \\;\ / J 7 \ i A \\\ �,/ \\ \\\\ / "AD \ / REC \ \\ REC ___ REC \ \ / REC \ WP I R C \_—_�/ REC �T // \GFI GFI GFI \ 7= 44" BKSFL-----BKS AN {�// \\\ I UNI�I GFI \GHT \ —L— I T \ IREC REC 6C CE eICol B I \ / \ / lL��l� \ REC I / GFI /REC F GHT / � E I 2 S / GFI I I W \\ I I �C \\ BKSaL \ I \ ® \\REC EC \ GFI \REC LIGH FAN NDI / IGHT CAB I / OFAN BKS L r EXISTING ELECTRICAL GFI ———— EXISTING ELECTRICAL TO REMAIN IN THIS AREAEXISTING ELECTRICAL TO REMAIN IN THIS AREA REF --- TO REMAIN IN THIS AREA 44, ----------------- GFI / r / I \ I \ / I \ / 1 \ I \ / I \ / r \ r r \ r r I I _I— % GARAGE DOOR \ OPENER I 44" I / 44., \ GFI I / I GFIvw SCOAfE PEN ANT \ I vup ------------ GFI \ 'A WP SCONCE SCONC �I�c-�ric�l lay A4 SCALE' 1/4"= 1'-0" I CONCRETE: STRUCTURAL STEEL: Metal Connector Fastening Schedule Simpson ID USP ID Uplift Capacity Ibs Fasteners Anchors a U.O. 1. All concrete has been designed in accordance with "Building Code Requirements GENERAL: ABU44-z PAU44-Tz 2200 SYP (12)16d 518"w/7"embed for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with ABU66-Z PAU66-TZ 2300 SYP (12)16d 518"w/7"embed "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 n1a DSP 775(SYP or SPF) (8)10dx1'/s"into studs n/a Construction"and shall be constructed in accordance with AISC"Specification for 6 10dx1/"into double plate 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," H2.5A RT7A 60 SYP 5 8d in eachend- 10 total n/a accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: H2.5T R77A 54 SYP or SPF 5 0.131"xl%"in each end- 10 total n1a a. Slabs on grade,footings, and miscellaneous concrete: fc=2500psi Welded connections-----------------------------------------AWS D1.1 H3 RT3A 45 SYP 4 8d in each end- 8 total n/a H6 LFTA6 95 SYP 8 SPF 8 8d in each end- 16 total n/a b. Cast-in-place beams, columns,walls, and structural slabs:fc=3000psi Structural steel shapes, plates, etc. ------------------------ASTM A36 HB RT8A 63 SYP 5 10dx1 YT in each end- 10 total n/a Structural steel pipe------------------ -----------------ASTM A53 or A501 HDQ8 LIPHD8 8325 SYP 721 SPF 20 Wx3"SDS 7/8"w/15"embed SE 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) Structural steel tubing _____-_____----_-____-__-___ASTM A500 FETA16 HTA16 1810 SYP 10 1 Odxl%" 4"embed. HTS20 or HTS30 HTW20 or HTW30 1450 SYP 124 SPF 10 10d in each end-(20)total n/a 4. Aggregate shall conform t0"Specification for Concrete Aggregates" ASTM C33 HTSM16or HTSM20 HTV\M16 or HTWWO 1175(SYP) (8)10d into wood nta P ( ) 2. All structural steel connections and fabrications shall comply with AISC specifications. (4)'/1x2%Titen into CMU 4 %"xl3/4"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 H7rT16 HTT16 I 3955 SYP 340 SPF) (18).162X 2-1/2" 5/8"w/7"embed mon 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". Hr722 HTT22 4165 SYP 35 SPF) (32).14 8 X 3" 5(8"w/7"embed mon reinforcement. HTT4 4235 SYP 36 SPF) (18).162X 2-1/2" 5/8"w/7"embed mon HTT5 5090 YP 437 SPF 26 .162 X 2-1/2" 5/8w/7"embed mon 4. All bar joists have been designed in accordance with"Steel Joist Institute (SJ1)"and LSTA18 LSTA18 1235 SYP 116 SPF 10d in each end- 14 total n/a 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 in each end- 12 total nta Control Line (CCL)and exposed to salt spray are as follows: LTT20 LTS20 1750(SYP or SPF) (10)16d 1/2"w/4'/2 embed 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) LTT131 LTTI31 2310(SYP or SPF) (18)1odxl%" 5/8"w/4'/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 MUGT15 3965 SYP 22 1 Od 5/8"w/7"embed mon f c=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. MSTA24 MSTA24 1640 SYP 152 SPF 9 10d in each end- 18 total rya ii. Cast-in-place beams, columns,walls, and structural slabs: MSTAM24 1500(SYP or SPF) (9)10d into wood n/a (5)%1x2'/;Titen into CMU fc=5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall 5 '/1x13/+Titen into concrete b. Maximum water-cement ratio: 0.40 not be used. MSTA30 MSTA30 2050 YP 190 SPF 11 10d in each end- 22 total Na 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 n1a (13)10d into wood 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) (8)/1x2Y:Titen into CMU 8 %1x13/."Titen into concrete 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: MSTC66 MSTC66 5660 SYP or SPF (38)16d sinkers in each end- 76 total n/a structural drawings.All reinforcing details shall conform to"Details and Detailing of MTS 12 or MTS20 MTW12or MTW20 1000 SYP 860 SPF 10d it each end- 14 total n/a 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 MTSM16or 860(SYP) (7)10d into wood n/a MTSWo (4)%N2%:Titen into CMU drawings. accordance with Steel Structures Painting Council(SSPC)SP-6"Commercial Blast a '/1x13/: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 518'w/7"embed mon 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 1 Odx1`/2" n/a Materials,"ACI 117. Footingor slab edges may be u 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 1/:"into studs n/a 9 Y P 9 • 3 10dx1/: into double plate of the sill plate. STHD14 STAD14 4430 SYP or SPF (38)16d sinkers 14"embed 3. Immediately after surface preparation, SSPC Paint 15 (red oxide)primer paint shall be '''0183 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 is Ail connectors s-- or�ifi�PPi�'s F Sp,�P",e.F}str«,�Tle or USP Structural connectors(U.O.N.) 3.Mora-monolkW concrete;stem-masonry slernwell or bond bean minimum 6 mil. polyethylene (visqueen)vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, comers, edges, and exposed surfaces. 4.Anchorage refers to threaded anchor svAthnoted d ernetersand embedment depths 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, 5.Ail ydisWed are common'(U.o.N.) or flbermesh reinforcement shall be used with minimum 2"fiber length at 1LB/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 PAN 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(TYPIC AL) - (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" \ f 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 J the Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of at ROOF COVERING: \� l 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 ¢ Q covering system. co WOOD STRUCTURAL PANEL 3"--------Concrete cast against and permanently exposed to earth. %s"OSB OR'%32"RATED z 2 "-----Concrete exposed to earth or weather,#6 bar and larger. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT P the manufacturer's requirements. FASTENER(TYPICAL) SHEATHING PANEL '/2 1 "---Concrete exposed to earth or weather,#5 bar and smaller. OR 1 %"---Concrete not exposed to weather or in contact with earth for the CL primary reinforcement,ties, stirrups,and spirals in beams and columns. 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile co WOOD STRUCTURAL PANEL CORROSION RESISTANT 2"--------Concrete walls and slabs exposed to salt spray Installation Manual,"and the manufacturer's requirements. 316"OSB OR'32"RATED FASTENER(TYPICAL) SHEATHING PANEL 2 Y2"------ Other concrete members exposed to salt spray 4. Standing seam metal roofs shall comply with ASTM El 514 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 #5 bars: 26"minimum flashing and valley material #6 bars: 32"minimum #7 bars: 46"minimum FASTENER SPACING WATERPROOFING: PER CHART 14.Reinforcement in footings shall be bent around comers or corner bars shall be used. 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 L 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 STR CTURAL 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. Wind-Borne Debris Protection Faster (NDS)for Wood Construction,"2005 Edition VIEW DIRECTION SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NO for%e"OSB or I%2"RATED SHEAT 2. All wood members exposed to weather or in contact with masonry, concrete or soil PORTION OF STRUCTURE WHERE EXCEED 96". Fastener twe Fastener s shall be treated with an appropriate preservative suitable for the exposure conditions. WALL SECTION D SECTION IS Cur panel span 2 ft.<panel SD-1 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS <2ft. span<4ft. 3. If ACQ treatment is used on any wood member,then all nailing shall require hot-dipped SHEET NUMBER WHERE THE SECTION IS DRAWN WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NO galvanized nails meeting ASTM A153, Class C,or ASTM B695, Class 50. If borate EXCEED 96" wood screw based an treatment is used then galvanizing is not required. anchor min.2"emb. 16 16 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 EACH OPENING AND APPLICABLE FASTENERS. #10for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate LOCATION WHERE SECTION WILL CHANGE anchor wood screw based " 5) FASTENERS SHALL BE CORROSION RESISTANT. anchor w/min.2"emb. Connected Wood Truss Construction (ANSI/TPI 1-02). 16 16 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. CROSS SECTION A A- SECTION IDENTIFICATION WOOD FRAMING. C ROSS S ECTION 4 SD-1 SD-1 SHEET NUMBER WHERE THE SECTION Ya"lag screw based 6. The truss manufacturer shall submit shop drawings and design notes with a registered 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 16 Engineer's seal for approval. Design notes shall include the rated load capacity of the IS SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE truss to truss connectors,and the manufacturer's license to fabricate trusses utilizing OPENING. length into wood framing the connector system proposed.The contractor shall approve fabrication andLOCATION OF DETAIL installation drawings showing size,shape and layout. ------------DETAIL IDENTIFICATION 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WA ER- D ETAI L SHEET NUMBER WHERE THE DETAIL PROOFING CONSIDERATIONS. 7. Jobsite handling and erection, including temporary bracing,during installation of ASD-1 IS DRAWN 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INS LED 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 ItXTERIOR FINISH Connection Schedule. ELEVATION A- ELEVATION IDENTIFICATION SD-1SHEATHING � 9. All gable ends shall be balloon framed or braced in accordance with the applicable SHEET NUMBER WHERE THE ELEVATION IS DRAWN FRAM NG AT OPENING: detail as shown in the structural drawings. HEADER SHOWN,STUD, ithCRIPPLES,OR SILL SIMILAR 10.The Guardrails, Handrails and Guard In-Fill components(Balusters and Panel Fillers) ` shall be designed by the delegated Engineer.The Product Approval Report and/or V21 shop drawings shall be approved by the Engineer of Record prior to construction. TRIM 11.Provide joist or solid blocking in floor framing at all guardrail and handrail posts. WOO SCREW BASED HREADED STUD ��F \V 3/"FENDE I WASHER(MIN.) WINDOW UNIT D Indicates additional requirements for structures located within 1500 feet of the XW os 3 OR'Y33f RATED Coastal Control Line (CCL). s EATHING PANEL A S CTION FASTENING OF PANEL TO FRAMING 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. 7T-0" 12'-0" 1 T-10" 2'-8" 23'-0" _ -' � 16,-8" J e —- —— —— —— —— —- —— ———� —— —— —— —— —— —— —1 "x 36"x 12"PAD FOOTING ( L J ITH(4)#5 EACH WAY J 24"x 24"x 12"PAD FOOTING iE DETAIL"E"ON S-2 i — — WITH(2)#5 EACH WAY I SEE DETAIL"E"ON S-2 CL INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48-O.C. SD-1 .j ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL "' BE EMBEDDED INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. � I � 24"x 24"x 12"PAD FOOTING WITH(2)#5 EACH WAY SEE DETAIL"E"ON S-2 STALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) EPRESS THIS AREA T EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO FOR NEW SHOWER. i EW POURED CONCRETE FOOTING(12'MINIMUM).TYPICAL-U.O.N. rJ � no ou RAISE EXISTING SLAB 0IN GARAGE FOR NEW to E RESS THIS AREA LAUNDRY AND BATH. FOP NEW SHOWER. N INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESI (4"MINIMUM) AT EXISTING FOOTING.DOWELS WILL BE EMBED ED INTO NEW POURED CONCRETE FOOTING(12"MINIMUM.TYPICAL-U.O.N. INSTALL 95 DOWELS EMBEDDED INTO ADHES (4"MINIMUM)@ 48-O.C.ALONG PERIMETER INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48-O.C. OF EXISTING FOUNDATION.DOWELS WILL ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL BE EMBEDDED INTO NEW POURED BE EMBEDDED INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. CONCRETE(12 MINIMUM).TYPICAL-U.O.N. I I I EMBEDDED STRAP AT I J 36"x 36"x 12"PAD FOOTING 36"x 36"x 12"PAD FOOTING SD-1 GARAGE DOOR OPENING WITH(4)#5 EACH WAY WITH(4)#5 EACH WAYco SD-1 SEE DETAIL"K"ON SD-1 L _I SEE DETAIL"E"ON S-2 r _ _ J SEE DETAIL"E"ON S-2 L_ -J -- -- -- - - --- -- -- - -- --- -- -� 7-4" 9'-0" 2'-4- 12'-0" 13'-8" A 9'-8" 19'-0" 22'-8" A i 4"CONCRETE SLAB WITH 6x6 i� ❑ W1.4x1.4 WWF OR FIBERMESH 4 GRADE ; co �/ , /\\//�7 j\\/VAPOR BARRIER OVER TREATED AND COMPACTED FILL fAS NOTED) REINFORCEMENT(AS NOTED) PRIOR POST SHALL BE TREATED SD-1 2 2x8 HEADER IN ABU66-Z POST BASE.STRAP 2C j 2K =AM ABOVE WITH(2)H6-Z CLIPS. _ _ (2)2x12 PORCH BEAMffY _ .L POSTS-(U.O.N.) == -.-.-. -.-. .. -. "U"ON SHEET S-3 III.......... . III : I BALLOON FRA VE 2x6 STUD W III S�NG�'�PSS�Mg FACENAIL ENDS OF I III ' /-CEILING JOISTS DIRECTLY I FACENAIL EN SOF CEILING JOIS DIRECTLY II . TO RAFTERS w/(4) TO RAFTERS /(4) 0.131"x 3 Ya"NAILS i 0.131"x 3Y4'N ILS ................... :..... .................. ... .. ...... ...... ...... ...... ...... ...... i III � a III co III ; 6 CEILINO JOIST 24*0.01 1 1 I 2x6 dkILING J STS 0 2 "O.C. III ' (4)0.131"x 3" TOENAILS(TYP.) I HUC41 III : (2)2x6 BUILT-UP I (2)2x6 BUILT-UP HANGER I(L: POST(MIN.) I POST(MIN.) 13 r di%"LV ROVE TE_ EW LUS26 IN-FILL IN-FILL REMOVE EXISTING BRICK :FRAME WALL FRAME WALL WALL AND TIE BEAM .. ......... . XISTING TRUSSES (TO REMAIN)(TYP.) IN-FILL FRAME WALL III III z B III III e D-1 III III SD-1 co co 111 M��'� III DOUBLE JOIST _EBEAM S III III III (AS NOTED) III COLI JOIST,142400S H6 CLIP FROM III III POST TO BEAM III III LAP BEAM PLIES AND ——gui1$Pgm QEAf_(T1'PIc1i -_ —— NAIL AS SHOWN-(5) 2 2x12 HEADER A'NAILS PER PLYPT POST(AS NOTED) \\-0.131"x PT POST(AS NOTED) NOTE: H6 CLIP FROM POST ABU POST BASE (AS NOTED) EACH EXTERIOR POST SHALL BE TREATED TO BEAM 6x6 POST ON ABU66-Z POST BASE.STRAP EXTERIOR BEAM s/"THREADED ROD GARAGE DOOR SHALL BE RATED FOR A POST TO BEAM ABOVE WITH(2)H&Z CLIPS. 0• ! WITH NUT SET IN (AS NOTED) 1 O ADHESIVE MINIMUM DESIGN PRESSURE OF TYPICAL ALL POSTS-(U.O.N.) . " 30.7 t PLAN VIEWAT T TOP OF POST " I� SEE DETAIL U ON SHEET S-3 _ _� (7 EMBEDMENT) � a � y SIDE VIEW AT BASE OF POST u DETAIL -TYPICAL CONNECTIONS AT EXTERIOR POST S-3 WIND-BORNE DEBRIS PROTECTION REQUIRED: THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION IS REQUIR . STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL WA L L & CEILING E'L'NG LAY0 U T GLAZED 0 ENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE ALTERNAT E SHUTTERS WITH"FLORIDA PRODUCT APPROVAL". i THREAD • HALL BE TREATED B )ST BASE.STRAP D-1 11TH(2)H6-Z CLIPS. O.N.) == .. -. -.-. -_ • • • • T S-3 ;........ III : S III III � III . o oz III N o III :................. ........................................ ............ ..................:........................................:................... o :ja III co IIIW = o III � III HTS24 AT BEAM AND HTS24 AT BEAM AND HUC41 III : DTT2-Z AT SILL DTT2-Z AT SILL HANGER III• THREA ..'.'........... . ....... . : :......... :: THR III Ul III S B III III B SD-1 III III S-4 SD-1 INSTALI DSP CLIP @ 16-O.C.MAXIM SPACING (U.O.N.) III III • --- III III INSTALL(1)MSTA30 STRAPS AT EACH END • III III 8"MAX. III OF GARAGE DOOR HEADER.NAIL STRAP J(L III INTO HEADER AND CRIPPLES BELOW. TPP6AT III III )OUBLE PLATE III • III I I i • = -_ __ __ __ __ __ __ __ _ = I I I i I I I I I EMBEDDED STRAP AT NOTE: GARAGE DOOR OPENING EACH EXTERIOR POST SHALL BE TREATED I I I SEE DETAIL"K"ON SD-1 6x6 POST ON ABU66-Z POST BASE.STRAP I I I POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. I I I TYPICAL ALL POSTS-(U.O.N.) SEE DETAIL"U"ON SHEET S-3 ---- ----- Fl I THREA D ROD ASSEMBLY ii ii ii ii i I WHERE NOTED I i ii ii ii ii n ANCHOR BOLT AS REQUIRED (SEE DE AIL"C"ON SD-2) FLUSH HEADER CONDITION DROPPED HEADER CONDIT THREADED ROD LAYOUT S DETAIL - DOL BLE PLATE STRAPPING OVER WIDE OPENINGS g 4 THIS DETAIL ONLY PPLIES WHEN SPECIFICALLY REFERENCED INSTALL MINIMUM Xs"OSB SHEATHING ON DORMER WALLS-NAIL @ 6-O.C.ON EDGES AND 12"O.C.IN FIELD WITH 8d COM OR BOX. DOUBLE RAFTER AT EA.SIDE RIDGE BEAM AS NOTED ON PLAN RAFTERS AS NOTED ON PLAN LSTA18 STRAP SHED RAFTER TO LOWER ROOF RAFTER(TYPICAL) 2x4's @ 16"O.C. B B S-5 -5 I ••I. II \ II I I \ aoco II \ II I ao EXTEND WALL II ' SHEATHING TOP OF RAFTER 2 2x8 L. 2 . 2x8 II .. .... h I► : I � ss I II : H8 CLIP (TYPICAL) II II x4 2 NAILER MULTIPLE PLY RAFTER.NAILED WITH (2)16d NAILS @ 6-O.C. 2x4 SHEATHING NAILER ADJACENT II ' TO RAFTER,NAILED WITH IL- — (2)16d NAILS @ 6-O.C. — NOTE: INSTALL%6"OSB RATED SHEATHING ON DORMER WALLS-SHEATHING SHALL BE CONTINUOUS FROM LOWER PLATE TO UPPER PLATE. NAIL @ 6-O.C.ON IANTILEVER PURLIN 48" / ANTILEVER PURLIN 48" CONTINUOUS PURLIN AN I EDGES AND 12"O.C.IN FIELD WITH 0.131"x 2 Y"NAILS. BEYOND BRACE BRACES AT RAFTERS @ 8"O.C. IBEYOND BRACE I B SHED DORMER ... S-5 ...... / I I W Go Q IOF 9 I I I CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROC / I Span Tables for No.2 SYP Rafters No Ceiling Load-20 psf LL,10psf DL — — SIZE 12"o.c. 16"o.c. 24"o.c. III 2x6 17'-0" 15'-1" 12'-4" III (2)2x4 BUILT-UP POST III 2x8 22'-5" 19-5" 15'-10 TO BEARING 2x10 26'-0" 23'-2" 18'-11 III III Span Tables for No.2 SYP Rafters-No Ceiling Joist- III III with Drywall Ceiling-20 psf LL,15 psf DL Lu SIZE 12"o.c. 16"o.c. 24"o.c. III III III 2x10 24'-10" 21'-6" 176" °O 2x12 26'-0" 25'-2" 20'-6" (2)2x4 BUILT-UP POST Span Tables for No.2 SYP Celing Joist III TO BEARING II{ 20 psf LL,10 psf DL SIZE 12"o.c. 16*o.c. 24"o.c. 2x4 9'-10" 8'-11" 7'-8" 2x6 15'-6" 13'-6" 11'.0- 2x8 20'-1" 17-5" 14'-2" 2x10 24'-V 20'-9" 17'-0 2x12 6'-0" 24'-4" 19-10" Span Tables for No.2 SYP Floor Joist NOTE: ROOF SHEATHING 40 psf LL,10 psf DL BRACE OVERFRAMING TO TRUSSES OR RAFTERS AS REQUIRED TO MAINTAIN SIZE 12"o.c. 16"o.c. 24"o.c. MAXIMUM 6'-0"SPANS. 2x6 9'-8" 8'-10" 7'-8" 2x8 12'-10" 11'-8" 10'-2" 2x10 16'-4" 14'-10" 13'-0" 2x12 19'-11" 18'-1" 15'4" 2x6 OVERF MMING 1 TJ12 0 23'-10" 21'-9" 19-1" (4).1131"x3& 16"TJI 230 26'-5" 24'-1" 20'-7" TOENAILS(TYP) Roof Framing Notes: 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP 2. ALL RAFTERS SHALL BE 2x8's 94 24"oc.(U.O.N.) SIMPSON H3 CLIP 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIP WITH(5)10d x ty"NAILS EACH END. —2x8 No.2 SYP NAILED 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FA �f TO TRUSS CHORD w/ COLLAR TIES TO RAFTERS WITH(5).131'x 3Y"NAILS. (5).131"x 3 Y"NAILS 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH .131"x 3y"TOE-NAILS. TRUSS TOP CHORD OR RAFT R 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL S THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3%4" 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES .1 31"x 3y"TOENAILS. ROOF FRAMING RAM'NG LAYOUT ECTION -TYPICAL OVERFRAMING AT EXISTING ROOF 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIM S-5 TWIST STRAPS WITH(7)10d x 1Y"NAILS EACH END OF ST PLATE SPLICE) 'LICE LENGTH AILING OF TYPICAL HEADER TO KING STUD CONNECTION TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT S 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: TEMWALL OR MONOLITHIC: PLATES WITH 0.131"x 3"NAILS @ 8"O.C. Y"THREADED ROD SET 5"IN ADHESIVE "x 10"CAST-IN-PLACE HEADED OR PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Y"NAILS @ 6-O.C. i STAGGERED ORY"x 8"TITEN HD(SIMPSON) I BOLT (7 EMBEDMENT) STAGGERED(TYPICAL) ASSEMBLY WITHIN I THREADED ROD ASSEMBLY CENTERED ' TYPICAL STUD TO DOUBLE PLATE LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING MONOLITHIC: STEMWALL: tOD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF CONNECTION " e THREADED ROD SET 4"IN STUD REQUIREMENTS " " " Q S � � SEE DETAIL C ON SD-1 Y THREADED ROD SET 4 IN ADHESIVE 'SPLICE-ADD i JOINT. 6"MAX. (SEE WALL LAYOUT) ( ) OR ADHESIVE HEADER MSTA36 STRAP CENTERED ON CHANGE IN Y2"x 9"SCREW ANCHOR BY OR Y"x 6"TITEN HD(SIMPSON) NAILS AS NOTED PLATE HEIGHT HURRI-BOLT,INC. MONOLITHIC: IN TABLE OR Y2"x 8"TITEN HD(SIMPSON) Y"x 6"TITEN HD OR Y"x 6"SCREW SILL PLATE ANCHOR BY HURRI-BOLT,INC. CRIPPLE STUD � ' I KING STUDS 2x4 BLOCKING BETWEEN STUDS TOENAIL NOTE: a ° Oe NAIL EACH PLATE TO CRIPPLE STUD I OR ENDNAIL EACH END TO ADJACENT CENTER ANCHOR BOLTS a WITH(3)0.131"x 3 Y"NAILS-TOENAIL ` STUD WITH(3)0.131"x 3 Y"NAILS IN SILL PLATE,USE 2"x Y"WASHER = °_ a : y NAILS MAY BE TOENAILED OR OR END AIL(TYPTYPE O PE TYPE O NAILED THROUGH KING STUD 2x_SPF#2 STUDS @ 16-O.C.(U.O.N.) (SEE WALL LAYOUT) DOUBLE SILL REQUIRED WHERE OPENING THREADED ROD ASSEMBLY AT NOTED SPACING WIDTH EXCEEDS 61" U.°.".' G DETAIL-ANCHOR BOLT 0 TIONS H DETAIL-TY I (SEE DETAIL ON THREADED ROD LAYOUT) ICAL SD-1 SD-1 2x TREATED SYP SILL PLATE N SILL PLAT — BRICK VENEER WITH I*AIR SPACE Ll H I I 1 1:AND WALL TIES 2x STUDS @ 16"O.C.(U.O.N.) CONT.FLASHING;PROVIDE WEEP HOLES @ 33-O.C. GROUT AIR SPACE BELOW FLASHING DED ROD ASSEMBLY OR ANCHOR TYPICAL STUD TO SILL PLATE 2x_TREATED SILL PLATE -YPE10, ( ,or 0) CONNECTION (SEE TYPICAL WALL SECTION 12"OF EACH SIDE OF JOINT (SEE DETAIL"C"ON SD-1) FOR ANCHORAGE) PLATE. 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) * ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN N �. NAIL EACH PLY WITH 0.131"x 3 Ya" THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL \ z NAILS @ 6-O.C.STAGGERED TYPE1 OR @ 60-O.C.MAXIMUM SPACING,OR ���/� \ VAPOR BARRIER OVER TREATED GRADE TYPE g3 02 @ 48-O.C.MAXIMUM SPACING. \ \//\ AND COMPACTED FILL co CONDITIONS (SEE DETAIL"G"ON SD-1) GRADE (1)#5 CONT. . 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. H. AND IN EACH CORNER. iFILL CELL SOLID AT EACH#4 REBAR. `� z " \\/ HOOK REBAR 12 INTO SLAB AND 6 INTO \ SILL PLATE(BELOW) %/\ \\�//// FOOTING. 2x_CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) 1'-8" ONE S RY- 2 #5 CONT. 1'-5" jr (2 ROWS OF 0.131"x 3 Y" TWO STORY-(3)#5 CONT. NAILS @ 12"D.C. STAGGERED(TYPICAL) J SECTION - STEMALL WITH BRICK SECTION - MON SD-1 NOTE: IF STEMWALL HEI HT EXCEEDS 48"CONTACT NAIL SHEATHING TO DOUBLE PLATE WITH ` ` — ENGINEER FOR DITIONAL REQUIREMENTS. 0.131"x 2Y"NAILS3"O.C.STAGGERED 2X6 OR 2X8 FRAMED WALL ACROSS BOTH PLATES. NAIL SHEATHING SILL PLATE(BELOW) TYPICAL STUD NAILING ALONG BOTTOM OF HEADER @ 6"0.C. `� * 2x4 CORNER FRAMING FULL INSTALL DSP CLIPS @ 24"O.C.OR I i HEIGHT STUDS > — SPH_@ 32-O.C. NAILING AT STUD STUD SIZE DOUBLE PLATE SILL PLATE TO DOUBLE PLATE MINIMUM OF(3)2x4 BLOCKS 12"LONG u� -----DOOR STRAP NAILED TO GARAGE — EXTERIOR BEAM(AS NOTED -' f- DOOR POST.BEND STRAP INTO (END 2x4 (2) (3) NAILED WITH(4)0.131"x 3 Y"NAILS TO z LL FOOTING AS SHOWN. EACH ADJACENT STUD m 0 DOUBLE PLATE STUD ALTERNATE:INSTALL SOLID STUD IN 0 u� z BEAM INSTALLED BENEATH DOUBLE PLATE 2xfi (3) (4) � THICKENED EDGE AT GARAGE DOOR THIS SPACE <o �d BEAM BEARS ON(2)2x_CRIPPLES NAILING AT STUD 2x8 4 5 2x4 CORNER FRAMING FULL v .- w TYPICAL-U.O.N. O O #4 WITH 6"HOOK INTO FOOTING c ( ) TO SILL PLATE HEIGHT STUD z " � CONDITION: 2 (TOENAIL} 2x10 (5} (g) _ _ — AND BENT 12 MINIMUM INTO CO ` ` 2x4 FRAMED WALL (2)ROWS OF 0.131 x 3Ya THICKENED EDGE. N NAILS @ 12 O.C. " " (DROPPED BEAM) *ALL NAILS NOTED ARE 0.131"x 3 ,CONNECTION c DETAIL -TYPICAL WALL STUD CONNECTION D SECTION - TYPICAL FRAMING AT 900 CORNERS ° SD-1 SD-1 <GRADE — `�/ 6" \�\ \\��\�j\/ I z " C NT.CONCRETE FOOTING -ALTERNATE INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHE RAFTER SPLICE IF REQUIRED_ K DETAIL- PA51 INS T LLATION STEMWALL DETAIL- STHD14 IN (SEE DETAIL) SD-1 NOTE: IF STEMWALL HEIGHT XCEEDS 48"CONTACT (5)0.131"x 3Ya"NAILS(U.O.N.) ENGINEER FOR ADDIT ONAL REQUIREMENTS. 2x10 No.2 SYP CONTINUOUS PURLIN-NAIL WITH(3)0.131"x 3 Y"NAILS AT EACH BRACE 2x4 No.2 SYP BRACE AT 48"O.C.MAX SUREI 3 SHANK I INTERMEDIATE SUPPORTS. yo RAFTER(SEE ROOF T CUT 2x4 LATERAL BRACE REQUIRED IF BRACE rH(3)0.131"x 3 Y"NAILS LENGTH OF BRACE EXCEEDS 6'-0" :R WITH(4)0.131"x 3"NAILS. GYPSUM BOARD LSTA18 STRAP FROM BRACE TO DOUBLE PLATE (2)2x_SYP#2 DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) GYPSUM BOARD UREI INTERIOR OR EXTERIOR STUD WALL 4"CONCRETE SLAB WITH 6x6 PORTS.(U.O.N.) W4.4x1.4 OR FIBERMESH --THREADED ROD ASSEMBLY IN 2x_TREATED SYP#2 SILL PLATE \!\\/� ,o• �%/\\/ VAPOR BARRI PR OVER TE ` \/ TREATED AN COMPACTED FILL 8" (1)#5 CONT. a STORY WALL F DETAIL PURLIN BRACE -`-SEE FOUNDATION DETAILS SECTION - THICKENED ED J DETAIL- BALLO N F SD-1 L 0 sD-1 SD-1 INTERIOR CEILING PIT r � Swpm l T I I I Y , FIXED ICK V E rJ E E F; F R O N T E L E V A T I G N Nu �� X6 / n ;� WOOD SPACER RECESS PAINT FLAT BLACK) �I 8R1 CK WALL STAIN 211X6"S TO MATCH 12T-I I I BELOW i! PA INT 411x6" HIGH-LIGHT COLR SECTI ON T H R U SUPPORT �-- A T E N T R Y 11/2" EQUALS 1 'Ort T III TOP OF D P ATE Gl�aov�D 2" o.c. �T � 2 - =Y TOP of Dow 43� -- _ ��.._.- - _ 2�2�n WINDOW - z 12 _ 2uX�11 --- __--_-- - _- —1a+t1 ertt _.... R E P E A T N O T E S _-._-- -: -. _ _ . — N a R v E c i A N SRI CK LINE OF F1 I SHED FLOOR LINE OF FI ISH L F T S I D E E L E V A T { 4- N R I G H T S I D E E L E V A T 1 O N 114 — r -err - 1 4t, 1 t -0F1 �. R O O F I N G (SEE SPECS) GUTTER & DNSPOUT OVER PATIO t �F" f SL. GI DOOR �`--- BRICK ROLOK - NORWEGIAN Bit I CK �— R [C [ �/ ,i p� APPROVED R L A R E L E Y A F 1 0 N �Archit eturaI Control rnitteO ] J 4 " ..... . , ... .....:. ...................... • D TE•t•••••.•.•n•.� �•YY�rS•nii�i��1'ega✓IH�Uuuif� .` LINE OF FIN. CEILING D, I I I I 11 T-1 I I L 1 M I t LIGHT I I I 11 WINDOW SH BEYOND OPEN RANGE HOOD I I 11 I I \0PLAS. LAM. REF I PLAS, LAM. ISPACEI n I � RANG�E1 p 1 210111 216" 11 1210" 2/011 $ 1011 21 LINE OF FIN, FLOOR vI IQ11I 31011 1 RANGE 1 .w. } + REF. C LOCATION D A B K I T C H E N E L E V A T I O N S 1/4" EQUALS 11;,,0" b51-011 __.. _ 71-5" 121-OI' - - 131-4" .. -- - -- 131-41, lot-3" $Iwf3'1 r _ , P A 1 0 I d I � ' t 1 SCORE AS I#I CATS. I H.B. I w.P. 2-23 AWN 23 AWN b SL. GL. no R 23 AWN 21 WSEA 2161 A T H #1 ,SHO SU E _ K � ASH WH R / -311 1_011_._._ L�—_t -� " `t2" HIC3 b rA 0 g R F. FuRN STORAGE UTI LI TY EXH. AN r r 1 `v MASTER BEDR00M #1 d x21 SKYE HT EAM I LY I K I TCHEN n 1 I r _1 , 215 , N B 1TH #21 \ ; p I, I TUB >n i \ 2,6"- \ 21 216" SL. IN LINEN tx� POCKET O — tt PAS .w �_ D I NETT IL11 HELF fL H A L L ~ 1 1 N � 11 _ z 11 C 0 S E T m FLAT STUDS 2 21611 42 GH 2161 CLOSET , GARAGE z / N 41 81—PASS � R & S N T 1 i 51 81—PASS L U cVj 0 25 6 � _ b 2 F O Y E R L I V I N G N D I N I N G __ _ _ .� >r M REDR00 # 2 8 E D 0 0 M # 3 51 // , p 121- 1 1 " 121- I n 161_0" 111-0"00 - 31 WOOD GRILLE i 81 GARAGE :DOOR AIN 2-232060 AWN SH SH 3 WN — I H. 51,.91 121.,2" 8/,�3" 81-411 1 11-6" 111-2" 51-IQ" 121 TURN T I F BEAM STEEL 1 DOv;N INTO FOOTING ENTRYWAL7 BOLT ENI OF FRAME WALL T6 YARD LAMP ' ERICK EVA` C` . . .' / 8EE �LENA�"t ON INTD NORwEGIAN BRICK t tGK - WITH 5/8" BOLTS 36"0 . C. APPROVED J1 r BArch ural Control mine { 241..6" 141-8" 241..6" 651..0" _i .............. . ............................ ......71 .... l ..... Fill FL O O R P L A N LIVING AREA . . . . . 145 ►.rfi�,,,,,.,...z,,,.,0,,,,,,,,,,,,,,,,,,,,N,.a,.,,. 1/4" = 1 1 - D11 GARAGE & STORAGE 364 Q. FT. t' TOTAL; 1820 SQ. FT. Tf h 7sfr a ..�•n4 ,5`4y - - w s 2�' Ir 241 - 311 �DEEF'EN�D SLI�E3�EDGE � �� 41-011 • P A T ( 0 1 as r ©_ CONC. STOO -_> lo 77 7-171�,lrllllllzzzz�Z�ZZ� I 4 w .- 1 "".-.._ ------ - r' - 2 i . T 7ORAGE & UTILIT!,Y 8NX20" GONG. FTG - WITH 2 #4 BARS CONT . FOR C7" N O R VI E G 1 A N DEEPENED SLAB EDGE I BR 1 CK FDN • 'HALL i I I f I 1 I i I I I 1 C-4I f CV _ � I I I I I N I c ij I 00 i 4" OONCRETE SLAB A I TH 6 x 6 10/10 G A R A G E t3" caNc. 9LK On 8" x20" WIRE MESH ON WELL OONPACTED FILL CONI. FTG. MI/ 2 — #4 CONT. . (SEE SPirCI FI CA710N6 FOR WATERPPi00F1 NG) SEE DETAIL 2�p11 81 511 2 .. 1 2+.. 2u --------------------------------------------- ----------------- -_ - - DEEPENED SLAB EDGE ------------- zzzz 411 GONG. SLAB W/ RE 1 NF. Re I APPROVED lRrV1` ©I �i P 0 R C H CITY of ATLANTIC BEACH BUILDINC OFFIQE Yl —77 AE EN LA13 EDGE APPROVED tact I Cont "I mmit A c 251 -211 5 It ... .............. .... 65' 0" .. ...... - --- _--- DATE:.............5. �,,, ..� ���.�.�..,�..����„ o u D A T 1 0 N P L A N { - ham' ' 14 y