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347 10TH ST - PERMIT RES17-0304 DWGSin 21'-5" 62'-11" 3'40" 9'-2" l' 9" 9' 015" 19' I" 64" 14'- ,Y4"� -33/." 15'-9!•" 1'-10" 6'-0" 2 -4" 1._0.. V-41' FLAIR AT SNINGLE5 I I I A-&----- A -(o A -ll --- - ----- ----- ----- ------------------------------------- ----- — -- --------------------- ' e FLAR AT SHINGLES 2644D.H. 3044 .H. I - - - - - - — 402 FI RAIL ---------- 1 I I I I I :3� 1 � I I I I 7U I Q 1 I I I I I I 9 i i D i 3'LL I I I I I I LAND.1 I U I I li Q 31�z D 1 M. BATH � i i i i tY I -Is I I I I Isuili I xi GATHERING DE K 31 Ali 11 ----- ------------- z um'1 al I I I A -I ti`ti �� 13 THICKEN EX15TING j -- I WALL A5 5HOL1N K, 5E RING WALL � I -------- MAS ER BEDROOM ---- \' O L IF71 1/0 711 RIDGE AT CEILINGr T- DELE BA e - - --------- --- ATP I ---- -- - - - w BATP ADD 9 a �` I DOOR DOOR m I p[ , ADD 00 14J-3" 3'-8" 6' 114" 3'-SJS" 3' 21S" 5' 9" 10" " " " I -315 3'-3 9' 4 I I I I � 3 e B D ROOM aoWN t D GK A-12 , 2 Q - wcfl I 31,z OP I I I BEDROOM OWN 3112" DROP I BEDROOM , A m o4 I 2 DECK J I � I S I , I z I � ❑ I A -II TE I , I I , I I RAIL --- - RAIL1 PR 30 4 D.N. v 1 EGRES 3= L ----------------- ---- --------------------------------------------------_ -- -F'R30 d_D.N.----- ------ ----- ---------------- 2' 0" 4' 0K" 1' 10" 1' -8" 3' dK" 4' 1015" 4' 1 ' 3'-M" 4'-M" I A-10 I A-9 A -i A-6 64'-3" SCALE: 1/4":l'-01' A/C AREA = 1,811 5F. AREA UNDER ROOF = 2,198 5F. v n b- REVISION BP# )24F5 e 7 — 93 cv � DATE_ ' S IP SIGNED p_ i REVISIONS 3-26-18 � � o Q �i u m N U W a N Z r � � c� M w o C)44 0w W Km r DATE OF ISSUE 5-15-11 DRAWN BY: wup SHEET NO. LAMAR A-2 1500(0 12 GATHERING 3/4" TAG ADVANTEX PLYU GLUED AND NAILED TO PREENGINEERED FLOOR 16" O.C., TYP. �8" GWB GARAGE 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 0 Is DECK 0 3/4" TAG ADVANTEX PLYWOOD GLUED AND NAILED TO WOOD JOISTS is 16" O.G., TYP. 50NU5 ROOM TYPICAL INTERIOR PARTITION is WATER CLOSET, 1/2" GWB ON 2x6 SPF STUDS 9 16" O.C. 5 TH r/7 u cae FOYER 1 f5ULDiNG; 5ECTiCN 40 SCALE: I/2"=1'-0" SEALED ATTIC GWB TYPICAL INTERIOR PARTITION, /2" GWB ON 2x4 SPF STUDS 6 16" O.C. BEDROOM 3/4" TAG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES a 16" O.G., TYP. 1N5ULATION FREOUI RE1IENT5,` (TYPICAL ALL FLOORS, WALLS AND ROOFS) 2x4 WOOD FRAMED WALL R-13 BATT INSULATION 2x6 FRAMED WALLS R-19 BATT INSULATION ALL ROOFS, INCLUDING PORCHES R-30 FOAMED IN PLACE WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION AND ALL FIRST FLOOR CEILINGS (AS ACOUSTICAL INSULATION) OFFICE WOOD SPECIES: SILL PLATES ON CONC. OR MASONRY - YELLOW WOOD TREATED No. 2 SYP OTHER PLATES - No. 2 5YP HEADERS - No. 2 5YP. STUDS - 02 SPRUCE PINE FIR MISC. - ANY OF ABOVE ALL P.T. WOOD - YELLOW WOOD ALL FASTENERS CONTACTING YELLOW WOOD TREATED LUMBER SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. METAL ROOFING ON GRACE ICE AND WATER SHIELD ON 5j8 NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ed RING SHANK NAILS 9 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP '1 3, ON WOOD STRUCTURE a 24" O.C. ;VISIONS 5-15-1i O U (P 6" EXPOSURE No. I CEDAR SHINGLES m N ON H0U5EWRAP ON 1/2" STRUCTURAL SHEATHING ON 2x6 STUDS to 16" O.G., TYP. FLAIR MAY BE TAPERED OR 9'-0" RADIUS AT OWNERS OPTION TYP. N W W `v SECOND FLOOR CD co o rel O SHINGLE "FLAIR", SHEATHING TO BE CONT. UNDER FLAIR. W FLAIR FROM TAPERED 2x6 Q EACH STUD, ATTACHED w/ - l) 4-51MPSCN 4" 5DWC SCREWS EA.. SHEATH AS WALL. \ M015TURE BARRIER CONT. SHINGLES TYP. - FLAIR TO EXTEND FROM FRONT WALL TO STAIR CANTILEVER FLOOR TRUSS BEARING kz— STAIR CANTILEVER BEYOND Zh /8" STUCCO, 3/e° SCRATCH, 3js" BROWN AND FIN15H COATS, ON PAPER BACKED STUCCO ON o TYVEK STUCCO UNDERLAYMENT OR OTHER APPROVED SYSTEM, ON /z" NOM. STRUCTURAL SHEATHING ON 2x4 STUDS s 16" q O.G. w 0 R a REVI BP## %? & . DATE_! SIGNED FIRST FLOOR STUCCO VENT, TYP. GRADE ;VISIONS 5-15-1i DATE OF ISSUE 5-15-I1 DRAWN BY: HGP SHEET NO. 10TH A-6 15006 O U m N N W W pp CD co o rel O vw W F., DATE OF ISSUE 5-15-I1 DRAWN BY: HGP SHEET NO. 10TH A-6 15006 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON i2" - NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS to 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 I- SIMP50N 1410A w/ 18-10dxli2" AT — OUT5IDE AND I- 51MP50N 142.5A w/ 10-6d AT INSIDE 12 a 5NOWE R 1 \ 5(M SS -1 LAUNDRY SEALED ATTIC MASTER BEDROOM 3/4" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 9 16" O.C., TYP. 1/2 11 cim LANAI 4" THICK 3004 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. I E5ULDiNG 5ECTi0N Q- SCALE: 1/2"=I'-0" NEW 16"LVL AT TRUSS VERTICALS, w/ 2-4" SDWC SCREWS AND I- 51MP50N H6 w/ 16-8d AT EACH TRU55 VERTICAL 4 50LID BEARING DOWN TO EXISTING BEARING EACH END. DECK 6" EXR05URE No. I CEDAR 5HINGLE5 ON HOUSEWRAP ON iz" STRUCTURAL SHEATHING ON 2x6 5TUD5 a 16" O.G., TYP, FLUID APPLIED WATERPROOF MEMBRANE ON 3/4" ADVANTEX DECK IN SLOPED 2x FRAMING 2x CEILIM JOISTS FIREPLACE NOT SHOWN 35' MAX. 4LLOW44BLE HEIGHT METAL ROOFING ON GRACE ICE AND WATER SHIELD ON 5/a NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS 9 6" O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3, ON WOOD STRUCTURE 9 24" O.G. TRU55 BEARING PROVIDE CODE COMPLIANT STAIR GUARD RAILS, HANDRAILS AND RAILS AT LANDINGS, SEE FRG 8312.1 AND R312.2 RAILING SELECTIONS TO BE BY OWNER SECOND FLOOR 6" EXPOSURE No. I CEDAR SHINGLES ON HOU5EWRAP ON 12" STRUCTURAL v 514EATHING ON 2x6 STUDS 9 16" O.G., _ TYP. FLOOR TRU55 BEARING '/8" STUCCO," SCRATCH, 3/a" BROWN AND FINISH COATS, ON PAPER BACKED STUCCO ON TYVEK STUCCO UNDERLAYMENT OR OTHER APPROVED SYSTEM, ON %" NOM. STRUCTURAL SHEATHING ON 2x4 STUD5 a 16" O.C. REVISION BP# 4-7- '(!)' DATE / /: SIGNED yY1 FIRST FLOOR GRADE cz 5 5-1 = DATE OF ISSUE 5-15-I1 DRAWN BY: HGP SHEET NO. 10TH �-l1 15006 O u m W N m x P, U C7 N o WW !"9 ¢ � � W U W x u DATE OF ISSUE 5-15-I1 DRAWN BY: HGP SHEET NO. 10TH �-l1 15006 12 -10d 2-10" LVL BEAM FIN. FLOOR _ I_ - SCALE: 1/2"=I' -O" l'-4" MA5TER BEDROOM 3/4" TeG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRU55E5 9 16" O.C., TYP. SOLID BLOCKING (Ix, 2x, FPLYWOOwJ ION EACP LEVR U55 TO \,�REVISIONS 3-20-I5 A - SCALE: 1/2" "ID, - 15000 DECK PROVIDE CODE COMPLIANT RAIL FLUIP APPLIED I ATERPROOF DECK CONT. FROM OUTSIDE ON 3I," ADVANTEX EDGE TO NEW WALLMEMBRANE DECK IN SLOPED 2x FRAMING 51MP50N M5TAI& DECK a EA. DOWN, " SLOPED 2x10 TO EXTEN51ON �— TAPERED 2xIO " O.C. FLOG SSE 16" 2x10 SLOPED AND 515TERED TO FLOOR SIMPSON LU5210 TRU55E5 9 16" O.G. 12 -10d 2-10" LVL BEAM FIN. FLOOR _ I_ - SCALE: 1/2"=I' -O" l'-4" MA5TER BEDROOM 3/4" TeG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRU55E5 9 16" O.C., TYP. SOLID BLOCKING (Ix, 2x, FPLYWOOwJ ION EACP LEVR U55 TO \,�REVISIONS 3-20-I5 A - SCALE: 1/2" "ID, - 15000 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 9(o% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 FD51 REINFORCED GONG. FOOTINGS w/ 1-05 BARS CONT, w/ MIN. 30" LAP TRICK N D 51=,45 EDGE (GARAeE) SCALE: 3/4"-l'-011 SECOND FLOOR _ _ _____III FLOOR TRUSS TRU55 BEARING_ 3-16" LVL BEAM 4- SIMFI50N MSTA3O w/ 22-1Od NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAMBS 3 - 2x6 JACK STUDS l E2(o TERCATE FOR LSTHDS SIMP5ON 5 ON %" OX6" TITEN SCREW, w/ 1Od, TYP. EA. VERTICAL SIDE SIMPSON L5THD8 w/ 24-1(od SINKERS, TYP. EA. GARAGE DOORJAMB 5 H E 4 F, F AIL SCALE: I/2"-1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC, VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. cp 8" X d T�41C1�1=NE1) 3 NON=I��fr S -I SCALE: 3/4"=I'-0" 2'-8" 3 -12 " THREADED %CK STUDS SHEAR WALL HOLD DOWN SYSTEM: I-SIMPSON HDU4-SDS2.5 ON Ne"o THREADED ROD SET 7 INTO SLAB w/ SIMP50N "SET" EPDXY AND 10-5D5 1/4"411%" TO POST, TYP, EACH SIDE. INSTALL 51MP5ON CNW Na" -1/2" TRANSITION COUPLER NUT AND 1%"0 THREADED ROD TO TOP PLATE ABOVE AS DESCRIBED AT VERTICAL THREADED ROD HOLD DOWN NOTE. o = VERTICAL THREADED ROD HOLD DOWN SYSTEM, 3/a`0 THREADED ROD CONT. FROM FOOTINGS TO ABOV' TOP PLATE. ALL THREADED RODS SHALL BE ANCHORED WITH 51MR50N TITEN HD THD3634RC (R01 COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 114" LARGER THAN ROD. RODS MAY BE SPLICED w/ SIMPSON CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"0"x18" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL, b " 5 BAR CONT. NTE10R NICI�END INTERIOR r7V3EAF,lNG DROF:l 5LAF5 �-lSCALE: 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96q MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT. TYP. b o v X/ 1'-4" ONE STORY - 2-05 CONT, I'-8" TWO STORY - 3-"5 CONT, TI4IGK NED 5LAE3 INTEF10 5-I j SCALE: 3/4":I'-0" r------ --------------- -- -------- --------_-_-_-_ — -- -- — ----- - - - --- --- — — — — ------- j 1 SUMMER STUB FOR FUTURE I I I KITCHEN HtC WATER, DRAIN I I %AS d DEDICATED i l I I ELEC. CIRCUIT 1 I KITCHEN II II COORDINATE KITCHEN LAYOUT I WITH FINAL KITCHEN I i i DESIGN ' II ' It ' II ' II I II t II ' II ' II ' II ' II ' II ' II ' II I II II I II I II I II I II I II I II I it 1 II I II i II I II i II I II I II Di OILN I" 3,," DROF I II I I I I I SIM 50N ABU66 ON 1/2"0 x 6" I I I TiTEtt SCREW" INTO SLAB ' I I w/12 - (od TO POST, TYP. i II 1 II II 11 I 1 I I SfM. In IM I , D.UJ. U I I I I i I ICE --IGC— II 0 WQ T— -- ----- ----11 II II II II II II II II II II II II II II II II II II II II II II 4" THICK 3000 PSI FIBER REINFORCED 1 CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 P51 REINFORCED p GONG, w/ 2-"5 BARS CONT. w/ MIN. 30" LAP THIG<ENEE) 5L45 _ G4FAGE SCALE: 3/4`=I'-0" 4" THICK 3000 F51 FIBER REINFORCED - CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96 a MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, 41 Q _______ ________; 1 T"''FIGAL T4G<ENED 5LAE3 L-11)SCALE: 3/4":1'-0" 4I4 - - 6 r-- ------------ ------ --------------------------------- _--_-_-, Ir—------------rr --------------------------------------- ,I II II 1 II II II I II II II I 5 II W/2" DROP 5_ ii I II II I� II !I II I ii II II I II II II I II II II I II '� II II I I w_/12 - 16d TOPO_S_T -------------------------------------------- II II II I I � II ____ ____ ____ _ ------------------------------- --------------- _ ------------------- I ii II IIIL---- II II II L----- ---------------------------------------------- -------------------------------------------- ------------------ -----------------ii II II II --- -- -- ---- �J L-- ------------'� � s -I GARAGE I I 2 H S -I ii ii ii r__ j 4" THICK 3000 F51 FIBER REINFORCED I I I I I --1 I 1 r- ____________-1 ---I I I CONCRETE SLAB ON 10 MIL PVC VAPOR I I I I II I II I I II I I I I II II I I I II BARRIER ON 96% MODIFIED PROCTOR I I II I I CONCRETE SLAB ON 10 MIL PvC VAPOR BARRIER ON 96% MODIFIED PROCTOR 2 I I A_11 1 1 i II I II 1 COMPACTED FILL w/ TERMITE TREATMENT, TYP. II I I I I II II ii I I II II II II I I I I II II II II I t I I II II II II II II 11 II i t I I I I I I I II II 11 II I I i i i I I I I I I I jI I II II II II I I I I I I I I I I I I II 1 II I I I 1 2 1 1 1 I I TYP. --T7- II I I I I i t II II II II II II II II II II II II� 1 CJ_1 ii I C II 11 I I II II II II I'L II II -----�I II_ , II �_—____ -------- ----------------------- II I II1— ------- -- -----J LL--------------- J II II • • IIr ---------- -------------------- 1 II II ----------I----------- ------------------------------ ----------II II 11 II II II I " I i F FLR 1'-4" ABOVE t OF STREET II (o i i II I I I i SIMPSON ABU66 ON 1%" a x 6" 311 " DROP II I I l I TITEN SCREW" INTO SLAB I I 1 I I I w_/12 - 16d TOPO_S_T -------------------------------------------- I I _______ ----------1J i I I II I I L L II ------------------------------------------------- I I ____ ____ ____ _ ------------------------------- --------------- _ ------------------- I ii II IIIL---- II II II L----- ---------------------------------------------- -------------------------------------------- ------------------ -----------------ii II II II I�f o j I DO_ W_I \ t I II 2 S -I ii ii ii A-8 I� II II II II ED 11 II S -I II II ' 4" THICK 3000 P51 FIBER REINFORCED II I I II I I CONCRETE SLAB ON 10 MIL PvC VAPOR BARRIER ON 96% MODIFIED PROCTOR I I COMPACTED FILL w/ TERMITE TREATMENT, I I II TYP. I I II I I II IL-------------- —------------- ----------------- ------- 11 II L_____________________________ _____________ ____________________ _____ _ _____ _ ::::---f-------- _________JJ _ __ _—____—_- I 5 5 I S -I S -I S -I SOUND ON FLAN 6 I 4,4-1 A-9 SCALE:1/8" -6 51MP50N L5THD8 w/ 24-16d SINKERS, TYP. EA. GARAGE DOORJAMB 4 S-1 m Im riEVISION BP# AE5 n- 0 305! DATE Y l 5- 12 or SIGNED s' -I 'OFFICE C 2 -12 �— SIMP50N ABU66 ON x 6" TITEN SCREW" INTO SLAB w/12 -16d TO P05T REVISIONS 3 -26 -IS DATE OF ISSUE 4-12-11 DRAWN BY: W -7F SHEET NO. LAMAR S-1 15006 12 VARIES VARIES I. 6" SIMPSON 5DWC SCREWS = 485 Ibs UPLIFT 2- 6" 51MR50N 5DWC SCREW = 910 Ibs UPLIFT o = VERTICAL THREADED ROD HOLD DOWN SYSTEM. 3/811m THREADED ROD CONT, FROM FOOTING TO ABOVE TOP PLATE. ALL THREADED RODS SHALL BE ANCHORED WITH SIMP50N TITEN HD THD3634RC (ROD COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. RODS MAY BE SPLICED w/ SIMPSON CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"x1/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE, ALLOW MIN. OF 3 THREADS ABOVE WASHER. ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF 51LL PLATES AND ISOLATION OF METALS AT SILL. STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction ever this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall Nork in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2014 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requiremen s for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 6'• 51MP50N SDWC PC bREWS g ION 485 Ibs UPLIFT 2- b" 5IMP50N SDWC SCREW = 910 Ibs UPLIFT 4" 51MP50N 5DWC SCREWS 6 4" 51MR50N 5DWC 5CREW5 a EA. STUD 3/8110 SIMPSON TITEN HD SCREW w/ MIN. 31/4" EMBED, ON SIMPSON BP'/2 BEARING PLATE, TYR 9 MAX. 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. 4" SIMPSON SDWC SCREWS a EA. STUD 12 I VARIES VARIES -I - SIMPSON 5DWIF o MAX 26" O.G. - 312 TWO 5TOR ' k4OLE)E)CWN TWO 5TCR�' HOLIDDOWN THFE4DEID ROD 5rFE 5l)UJF 5GREW 5�'rFE�1 SCALE: 1/2"=1'-0" 5-4 SCALE: 1/2"=1' 0" OPTIONAL HOLDDOWN SYSTEMS } 0 N 1-16" LVL m 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. EA SIDE OR 3-2x-/I/I iiQ v 3-2x10/2/2 SHEAR WALLS: AT ALL SHEAR WALL LOCATIONS NOT NOTED OTHERWISE, WALL TO BE SHEATHED WITH iz" C -D SHEATHING NAILED w/ 86 NAILS ev 4" O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.G. AT ALL PANEL EDGES. AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB, SHEAR WALL SHEATHING TO BE UNDER GWB. 2 I I A -S A -(o WALL ABOVE 3-2x10/2/2 ; 3-2x10/2/2 SEE SECTI NS FOR STAIR FRA ING X x N N 2-2x4/1/1 4x4 P05T 4x4 POST AND BEL< BEARING 2-2x4/1/1 3- -------------•----- WALL ABOVE 2- 3- NUMBER OF MEMBERS A SIZE OF MEMBERS NUMBER OF JACK STUDS 9 EA. END NUMBER OF KING STUDS EA. END -1 2 -2x8 l/I HEADER LEGEND 5CALE: 1/411=1'-011 ALL HEADERS TO BE AT TOP OF OPENING, NOT UNDER TOP PLATE, UNLESS OTHERWISE NOTED. 2- T N 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. 3/4' 16" Q BE 3-2x10/2/2 3-2x-/I/I SECOND FLOOR FRA%e FLAN SCALE: 1/411-11-011 J Q AM ?12 VISI BP# 12L -__S1'7 -030e/ SIGNED h" 100 REVISIONS 3-2G -IS O r� U m C>~ N � N 1 `Ua U Q U U U DATE OF ISSUE 4-12-11 DRAWN BY: HGP SHEET NO. LAMAR S-2 STP 2 X/DOUBLE TOP PLATE 51MP50N 5DW05600, I SCREW - 5100 2 SCREWS - 9800 3 SCREWS - 1,4100 SPF 2x STUD SIMP50N 5DWCI5450, I SCREW - 3100 2 SGREW5 - 5950 3 SCREWS - 8950 SYPX X SILL PLATE 1 5LDWC 5G EWA 5-3 SCALE: P'=1'-0" STUD TO DOUBLE TOP PLATE AND HEADE I-SIMP50N 5DWC15600, SEE 1/5-2 AND PL< ADDITIONAL REQUIREMENTS nn! AlF rnr� AI erG SLAB � HCLIDIDODUN R0E)5 a CFF5 T CFEN NG,5 SCALE: 1/2"=1'-0" \"--STUD TO DOUBLE TOP PLATE, MIN. I-51MPS 5DWC15600 FROM STUD TO TOP PLATE, TI SEE 1/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS I- SIMPSON M5TA21 w/14 -10d, TYP. 0 rR-1 o R, MIN. N FOR "I- P/� PSHEDUI I i�-1I) 4 5 T E N NG SCLE REPRODUCED FROM FBC TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIvILANTS) LOCATION FASTENING LOCATION i J015T TO SILL OR GIRDER 3-8d TOENAIL BRIDGING TO JOIST 2-8d TOENAIL EACH END SOLE PLATE TO J015T OR BLOCKING 16d to 16" O.G. TYPICAL FACE NAIL TOP PLATE TO STUD 2-16d COMMON END NAIL STUD TO 50LE PLATE 4-6d COMMON 2-16d COMMON " I; DOUBLE STUDS it FACE NAIL DOUBLE TOP PLATE 16d916" O.G. f; I! DOUBLE TOP PLATE 8-16d COMMON DOU5LEl TOP PLAT BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-5d COMMON TOENAIL RIM J015T TO TOP PLATE ad g 6" O.G. II TOP PLATE, LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL CONTINUOUI5 HEADER, TWO PIECES 16d COMMON I CONTINUOUS HEADER TO STUD 4-5d COMMON TOENAIL CEILING JOISTS OVER PARTITIONS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL I- SIM ON 1-12.5A 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL RAFTERS TO PLATE 3-8d COMMON TOENAIL BUILT-UP CORNER STUDS Iod COMMON 24" O.G. BUILT-UP GIRDERS AND BEAMS it I! FACE NAIL m TOP AND BOTTOM STAGGERED ON OPP051TE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-I0d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM w/10- x 11%" Tr TOENAIL J015T TO JOIST BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-Ibd COMMON itF. WOOD STRUCTURAL PANELS 5U5FLOOR, ROOF AND WALL SHEATHING TO FRAMING (NAILS SPACED a 6" O.G. AT EDGES 1/2" OR LE55 12" O.C. e INTERMEDIATE SUPPORTS 15/32" TO 19/32" EXCEPT 6" a SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 3/4" SINGLE FLOOR 3/4" 6d Sd RING SHANK (8803.2.3.1) ad 6d 1 if ii I ij it II i ;! !! v HEADER, SEE PLAN -- -- II !! it ! it !i ii 11 I; i !i --1 BP# nowF11 �CSl7-C�'3o5� d Ii if .I IIii i1 it I! JACK STUD, SEE PLAN I „ ii 1 !I if I '' if u 1; !I '` KING STUD, SEE PLAN ii it '' I II !i it if it it it !; i TYP. STUD it I! 1! :I Ij if ! ii !! if II !! it !! ;I I l 1! ii iI 1 ii OPENING if !! ! " li ! a it it it t if ii j li II!i II it I! II i11 1! II 11 it 11 I !! 11 it !i I! II ;I if !i it ii II II i, it .I I I 2x SIL ATE if f I I if if it II �i I; I! FLOOR TRU55E5 It if it it II i �I ii it if • ii DOUBLE OP PLAT II !' li II if 1 I- SIM ON H2.5A it ! i' II li1112",1! II w/10- x TY I r !! HEADER, SEE PLAN li ! if II if li I if !i it - -- II !!i li JACK STUD, 5 LAN II Iit I it I II I! I- I P50N MST it It 2!1 w/14 -10d, TY !' I I! ii KING STUD, SE AN;; !t i! it i !I li ii if it if ii !! 11 if II i! TYP. STUD f! II it li !I !i !• l II i! II OPENING OPENING= II 11 ! I !i II 1! ii If !! I if II !I Ili 'i II II %11 IMP50N TI 11 I ND SCREW - !! ll i; I-51MP5 w/ 12-10dit TSP it II i!II II i. it II 23/4' BE EMBED, ON ING FLAT[:,TYP. IMPSON 5Pi/2 32" 0.( ., ;I i! I! 2x SILL PLATE if ! if 1! !! if if II !i ,. SLAB � HCLIDIDODUN R0E)5 a CFF5 T CFEN NG,5 SCALE: 1/2"=1'-0" \"--STUD TO DOUBLE TOP PLATE, MIN. I-51MPS 5DWC15600 FROM STUD TO TOP PLATE, TI SEE 1/5-2 AND PLAN FOR ADDITIONAL REQUIREMENTS I- SIMPSON M5TA21 w/14 -10d, TYP. 0 rR-1 o R, MIN. N FOR "I- P/� PSHEDUI I i�-1I) 4 5 T E N NG SCLE REPRODUCED FROM FBC TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIvILANTS) LOCATION FASTENING LOCATION i J015T TO SILL OR GIRDER 3-8d TOENAIL BRIDGING TO JOIST 2-8d TOENAIL EACH END SOLE PLATE TO J015T OR BLOCKING 16d to 16" O.G. TYPICAL FACE NAIL TOP PLATE TO STUD 2-16d COMMON END NAIL STUD TO 50LE PLATE 4-6d COMMON 2-16d COMMON TOENAIL END NAIL DOUBLE STUDS 16d s 24" O.C. FACE NAIL DOUBLE TOP PLATE 16d916" O.G. TYPICAL FACE NAIL DOUBLE TOP PLATE 8-16d COMMON LAP SPLICE BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-5d COMMON TOENAIL RIM J015T TO TOP PLATE ad g 6" O.G. TOENAIL TOP PLATE, LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL CONTINUOUI5 HEADER, TWO PIECES 16d COMMON 16" O.G. ALONG EDGE CONTINUOUS HEADER TO STUD 4-5d COMMON TOENAIL CEILING JOISTS OVER PARTITIONS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL RAFTERS TO PLATE 3-8d COMMON TOENAIL BUILT-UP CORNER STUDS Iod COMMON 24" O.G. BUILT-UP GIRDERS AND BEAMS 20d COMMON a 32" O.C. FACE NAIL m TOP AND BOTTOM STAGGERED ON OPP051TE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-I0d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-16d COMMON TOENAIL J015T TO JOIST BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-Ibd COMMON FACE NAIL WOOD STRUCTURAL PANELS 5U5FLOOR, ROOF AND WALL SHEATHING TO FRAMING (NAILS SPACED a 6" O.G. AT EDGES 1/2" OR LE55 12" O.C. e INTERMEDIATE SUPPORTS 15/32" TO 19/32" EXCEPT 6" a SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 3/4" SINGLE FLOOR 3/4" 6d Sd RING SHANK (8803.2.3.1) ad 6d 6" O.C. EDGES AND INTERMEDIATE 4" O.G. AT COMPONENT AND CLADING EDGE STRIP 03, SEE FIGURE 1609.2(c) NOTE: ROOF SHEATHING NAILING TO BE WITH 8d RING SHANK NAILS I I i i 6TAIR I I 10 I I 16 In 44 POST A n [15 X2'0 4x4 P05T A ---- ---- -- ---- ----AND BELOW --- ---- --- I I 2 I I --- I ----J� -- --------------- ---- - - - - - - - - - - - - -- -- - - - -_ --- ------------ --11-- ------- ---- ---- ------ -3 --- N3 I AT Ln II TIC II O - LL N 16"LV AT TRUS VERTI LS I � � ac , 1 w 2-4" SD 5CRE AND I- - 11, II LL 51 P50N w/ I6 AT EA T SS VIEICAL s LID BE RING a r D TO 1STING ElEAPJNG ww II 2 A- w 11 it 11 1711 1 I II I II I II I L_ 11{ AI9 AI l � I I I I I I i I 1 (REVISION� 5CNU5 FOCI / ATTIC, FFWI NG FLAN SCALE: I/4" = I' -0" -2 - SIGNED I'N SHEET NO. LAMAR S-3 1500(0 i � o 1 tx u m W M cq N cn I I cn � a x� A21 Nw o jTj Ix W� OFFICE H COY W U },j,� ¢ W W �< v -- -- --- -- --1 BP# nowF11 �CSl7-C�'3o5� d 5CNU5 FOCI / ATTIC, FFWI NG FLAN SCALE: I/4" = I' -0" -2 - SIGNED I'N SHEET NO. LAMAR S-3 1500(0