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317 8th ST - STRU DRAWINGS TYPICAL HEADER-NAILM DESIGN SPECIFICATIONS USP CONNECTOF;6 TYPICAL nQ1IRI F TQP- O.131X3" TOE NAILS ININDOW SILL SCHEDULE 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAIUNG* PLAIE SPLICF DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAIUN9, '-0" MIN. SPLICE LE ROUGH DROPPED HEAD MINIMUM END NGTH 2xl 0, 2xl 2 (7) NAILS OPENING OR SILL PLATES FASTENEREACH END RESIDENTIAL NOMINAL DESIGN PRESSURES CONNECTOR FA'STENERS FL# CODE - FASTEN ALL TOP PLATES 2014 FLORIDA BUILDING CODE PRESSURES (PSF) (16) 0.1310 NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 0.131x3" END NAILS: 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4 4-4.4 (1)2�<4 SPI` #2 (4)12d TOE NAILS TRIBUTARY INTERIOR EDGE STRIP (PSF): +37.5 - I V (2) 0 2x4, 14- LVL, 16- LVL (9) NAILS OF .131x3 0 12" O.C. STAGGERED] )2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. I GARAGE USP A35 450 450 (9)1 OdX' 2 (3) 0 2x6, 4 6*-4" AREA (sf) ZONE (PSF) a' = 4'-6" DOOR DESIGN LOADS: ACTUAL AND UNIFORM -41.0 USP RT7 585 495 (5)8d EA�. END (4) 0 2x8. SYP#2 -C 8'-e (.3)2x4 SYP #2 (1)A34 + (4)12d TOE: NAILS +41.6 -45.4 +41.6 -56.0 (8'x7*) I - ROOF FLOOR 10 USP RT8A 775 650 (5)10dxl�/2" EA. END W FRAMING NOTES: SYP#2 DBL. HEADER, 4 12'-0-*-(3)2x6 $YP #2-r(l)A35 + (4)12d TOE NAILS- 2 CAR +35.6 TYPICAL ROOF SHEATHING, P71VIAX. TOO PLATE PER PLAN 4'-oll MIN. (cd=1.25) (cd=1.00) 50 +37.5 -41.0 +37.5 -47.3 GARAGE ROOF LOADING USIP MTW12 1195 860 (7)10dxl /2" EA. END 1. USE S OR BETTER FOR SEE SPECIFICATIONS Lou Pontigo and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS.. -39.1 USP HTW20 1450 1245 (12)10dx 1/2" EA. END +35.6 -43.5 0 6'x7') TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +35.6 -39.1 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf I I I R USP MSTA24 1640 1455 (9)10d EA. END 2. USE S SEE 5/SO.O X BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURd VALUES (ASD). THE PLATES A�'D�'SOLE PLATES. REQUIR IF SHEARWAL RAISED tn BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0. AS PERMITTED BY USP MSTA36 2065 2065 (13)10d A. END HEADER ARCHED TRANSOM opmoND 420 Osceola Avenue 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO URTHER REDUCTION USP LTS20B 1105 1105 1/2"0 RO TO FTG. 3. USE S41P - ----- 2x SPF DIAGONAL BLOCKING . Beach,Florida 32250 I j FOR ALL FASTENED w/ 3-0.131*x3* jax DEFLECTION CRITERIA. SHALL BE PERMITTED I DROPPED EA. END TYPICAL. USP JUS28 1 1305 1305 (6)1 Od 1 HEADER HEADERS 4: Ph. 242-0908 Fax.241-9557 HEADER ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 COMPONENT & CLADDING WALL ELEMENTS SHALL ESIGNED FOR BOTH USP HTT1 6 1 4290 4290 5/ a 0 RO) TO FTG. W ---- 00 ,,"'SHEATHING MAY EXTEND 2- FL:CA# 8344 SO CA#3579 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 POSITIVE AND NEGATIVE PRESSURES SHOWN IN T ABOVE. 4. ALL W �L� SHALL BE .4 00 PAST BLOCKING- WINDOW USP HTT22 5370 5370 5/8"0 RO) TO FTG. BALLOON FRAMED FULL I -------- ARCHED SYP#2 HEADER, 00 ATTACHMENTS MUST WIND LOADING: LINEAR INTERPOLA11ON IS PERMISSIBLE. USP PAU44 2535 5/,"0 ROD w/ (1 2)16d HEIGHT TC!�ROOF OR FLOOR L-- - ---- FASTEN LOWER STUD TRANSOM PER ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ OP71ON JACK AND 5/8"0 ROD w/ (12)16d MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 PLAN. SEE RIGHT PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 1 Od COMS KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS USP MSTAM24 SEE PLAN OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1545 1455 (5)1/4-x2-'/* TAPCONS 5.) FASTE� BOTTOM PLATE OF 0 12" O.C. WNDOW SILL SEE SCHEDULE P0 LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR �OAD BEARING FULL HEIGHT ANCHOR eel RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOR SILL SIZE AND BY 0.75 WHEN COMBINED w/ DEAD LOAD. WALLS TO�"�'CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLLE .CTOF;6 BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. S MPSON CONNE w/lOd MASONRY CUT NAILS 0 \-TYPICALLY %* FULL PLATE NAIUNG; CONNECTION EACH WNDOW SILL SEE 4� % END a 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.1310" TOE NAI- SCHEDULE IMPORTANCE FACTOR --------------- 1.00 4, UPLIFT LS: FOUNDATI1*4�PLAN ADDITIONAL RODS 0 6'-0- O,C, N Nt p a4, CONNECTOR yp FAc ENERS FL# CODE I ANCH IRS :�T SHEARWALLS (3) 0 2x4, 0 31 MEAN ROOF HEIGHT ---------------- 20.0 FT I a S.. SPF (4) 0 2x6, ROOF PITCH ------------------- 6/12 0 A35 450 450 12-8&11/2" 10446.4 (5) 0 2x8. SDWC1 5600 SCREW I ik 0`6 BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED SEE 8/SO.O OF - D �13 DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 AT SHEARWALLS AND PT. SYP#2 .EXPOSURE CATEGORY -------------- 1;,;I,� INTERIOR B ARING WALL:- SEE C & C CHART H8 620 530 5-10dx11/,m EA. END 11470.3 i;, R I ID SLE PLAN FOR STJD SIZE ENCLOSURE CLASSIFICATION ------------ENCLOSED ---------- .18 MTS12 000 860 7-10dx11/2" EA. END 10456.3 AND O.C. SPACING. A A A yl -A A A STUCCO FINISH SOLE PLATE I ABOVE FOR 'a' DIMENSION A L is 11 11-- INTERNAL PRESSURE COEFFICIENT EATHING L WALL SH .. .:4 HTS20 450 1245 24-10dW)�'2* EA. END 13872.3 SEE DETAIL 1/SO.1 A CONTINUOUS BL 'I FOR SPLICING . 1 .1 ... . . If . :, 1, -1 .1 * .. :, "%. - L u i s A. Pontigo, PE MSTA24 765 1270 9-10d EA. END 13872.4 WITHIN FLOOR YSTEM FOUNDA11ON SEE PLAN. -A 4 MATERIAL SPECIFICATIONS 'r a7r WHERE POST IS BOVE. 16d COMMONS OPTIONS 1 12" 1'/2 r I MSTA36 050 1870 13-10d EA. END 13872.8 0 8" O.�. FL PE#53311 WALL FRAMING AT WALL FRAMING AT \-SOLF PLATE ANCHORo FLOOR SHEATHING, FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: 18-16d TD TRUSS/BEAM PLATE CHANGE CONDITION RAISED HEADER CONDITION HTT4 480 3080 1 5 11496.2 8d 0 3*# SEE SPECIFICATION. �E ISIONS PLATEBREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH I-t47 !,i,�� DATE� [NOT ACTUAL PLAN] 0 ROD TO FTG. ASTM A 307 OR ASTIM F 1554 GRADE 36. - ----- BUILDER MAY CHOOSE EITHER THE DROPPED WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d 10 TRUSS/BEAM 1HEADER CONDITION OR RJISED HEADER CONDITION WALL FRAMING AT I-N*.V r SCOPE OF SERVICE HTT5 5250 4670 11496.2 DROPPED HEADER CONDITION, 1 5 NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. -Xe"o ROD TO FTG. i METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO TYPICAL WALL FRAMING 6-10d TO HEADER don- EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-1 Od TO JOIST I r I I I I I E I VxV SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER I I I I SOLE PLATE JkNCHOR NOV 1 8 2016 LARGER THAN REBAR SIX AND '/a* LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF T14E CONTRACTOR OR ANY HU41 0 905 785 10531.36 L---- - -- w/3X3xO.229* WASHER SEE (a HOUD DOWN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. SEE 1/S0.1 ANCHORING. ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 200 5/."0 ROD EPDXIED 6" MIN 10849.6 SEE 5/S(.0 DOCUMENTS. TOP PLATE BUTT JOIN (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/,"o ROD EPDXIED 6" MIN 10849.6 �FIELD ALTERA-no REINFORCING STEEL- SH N STRUCTURAL STEEL. SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 10-16d TO STUID/BEAM/POST SEE DETAIL 1/S0.1 CONTRACTOR SHALL CONTACT LOU EPDXY- ITW RED HEAD A7 LIMITS OF STRUCILIRAI ENGINEERINO DESIGN RESPONSIBIUDESo BLOCKING ONLY REQUIRED / 2*,--- 211 ALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND--/ WALL SHEATHING WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 675 1675 11496.3 FOR SPLICING A PONTIGO a ASSOCIATES PRIOR TO 1-1/,"0 ROD TO FTG I .I LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED OPTIONS % RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC BOUNDARY OF MODIFICATIONS WHICH MAY VARY PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES. FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 FULL HEIGHT THREADED ROD �-Opv SEE GENERAL NOTES. FROM THE INTENT OF THE ORIGINAL MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION. AND ANY 11/2 SHEATHING ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSItM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229" PT. SYP#2 AX. MIN CONSTRUCTION DOCUMENTS.ANY .1 1 - I - I WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO TO BE BEING APPROVED BY LOU PONTK30 1171 A CONTINUOUS FOR SPACING E w/ BLOCKING ASSOCIATES MAY RESULT IN I SOLE P6ATE BREAK EDG GENERAL NOTES Et CONSTRU TION SPEC I FICATIONS TO UPPER INTERIOR BEARING I WERE REQUIRED BY-�%�* ADDITIONAL ENGINEER.ING OR WALL--SEE SCHEDULE r% TOP PLATE EPDXY ANCHOR ])TEN HW GENERAL NOTES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE QEML AW�80R 00 AND O.C. SPACING. 23/32" T&G OS8 OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE & FIELD . . . .. . . . . . . . WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT ROOF SHEA ING SPECIFICATIONS* SOLE PLATE SUPPORTED EDGES, 2jjRQLL- MIN. 7/11j", 24/16. APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ O.113x2" RING SHANK NAILS 0 6" O.C. EDGE 6" O.C. FIELD (AT GABLE ENDS DECREASE EEDGE NAIL SPACING TO 4" O.C. W-niIN 4'-0- OF ROOF EDGE). SEE DETAILS SEE DETAILS RAISE )f FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES 8d 0 3" BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE ON S1.0 ON S1.0 PLAN AND FASTEN O.C. WITHIN 4'-0- OF ROOF EDGE). TITEN HD 42" 24" 3x3xO.229" 4" 2* ? ELL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6' O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACNG TO 4 w/8d 0 3" 0.C. EXAMPLE OF UNSUPPORTED F 7 F EPDXY 42" 24* 3x3xO.229" 43* 2 (UNBLOCKED) PANEL EDGE-�- WALL SHEATHING SPEQFICATIONSe N/A N/A FLEXIBLE F MIN. 7/16". 24/16, APA RATED OSB OR PLYWOOD STRUCTURA SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE D 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. A. MAS 42" 24" N/A (TYPICAL) A lmllzd�i- FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING. HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDER BRITTLE FINISH. NOTES: TE Ln 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIA STUCCO FINISH-MIN. 'Vis". 24/16, APA RATED OSB: OR PLYWOOD STRUCTURAL-L SHEATHING. FASTENED w/ 8d 0 6" O.C. EDGE D 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L--------i L-------- L------- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.-". ROOF 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (U TRUSSES. OR FLOOR JOISTS. MASONRY I SPECIF1CA119NS* ON) t-T MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH AC153 OUT SHALL BE IN ACCORDANCE WITH ASTIvI C4�6 NTH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MULTY STORY 0 �A 3. AS AN ALTERNATE TO THE 3"X3"XV' PLATE WASHER, A 3"X3"X/s4-W,/11j/2"0 ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMF145 �GFRSHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. TYP. WALL SECTIONS t*0 7� SOLE PLATE ANCHOR DETAILaSCHEDULE ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMUL- \S0.O/ SCALE: 3/4m 1'-0* SCALE: 3/4" V-0" 0 CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WQ80. WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN, THE WALL HEIGHT EXCEEDS 5'-0*. MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E. F- nm LLOW CO14tRE11E M ONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1/2 USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI, GROUT. SPLICES IN REINFOR G. WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT INER BARS, WITH - #4 0 4'-0- O.C. MAX. AND AT EACH CORNER, WALL EN SECTIONS. PROVIDE CONTINUITY OF REINFORCIN AT INTERSEC11ONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING COR MINIMUM OF 40 BAR (3) ROW OF 10d DIAMEMS INTO EACH ELEMENT. AT STEMWALL CONS- R MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEM AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS 0 8" O.C.7\ OTHERWISE. LAP, ING SHALL BE A MINIMUM OF 6". STAG,%RE0 BEAM. r 2x4 BLOCKING SIMPSON CLAY MASONRY (BRICK): SDWC1 5600-',, 3 PLY BEAM. C"I 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPE LLY. SEE ROOF X4 MEMBERS: EACH END w/3-10d-1 FRAMING (1) ROW OF 1 Od TOENAILS CONCRETE SPECIFICAMONS: PLAN FOR EXTEND SHEATHING VERT. (4) R OWS 12d 0 NAILS 0 4" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS)l AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12 0. 0 CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING 2x6 MEMBERS AT HORIZONTAL JOINTS. EA. GENERAL NOTES* ROOF SHEATHING, SEE (3) ROWS 12d (2) ROW OF 1 Od STUD BELOW --V*-L- LOWER TOP SPECIFICATIONS BELOW. NAILS 0 4" O.C. 4-10d HEEL �s f-C)" AT 12* O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS 00 FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOI BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS I NVESTIGATION REPORTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOF TRUSSES. & 3 PLY BEAMS ORTHOGONAL MEW WALL INTERSEC11ON SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL NOTIFIED. SOIL SHALL BE FREE OF ORGANC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 MST OF CORNER CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN 4< FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS. ELECTRICAL EMBEDS, STEP HEI TS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AN) LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 63/4- 1 FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRA G PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOT1NG SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK SDWC1 5600-,-, DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24 0.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SH BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48- O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, NIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, YHERE PERMITTED, SHALL BE 48 PLAN FOR r- SIMPSON CORNER WALL INTERSECTION BAR DIAMETERS DETAILS SDWC1 5600 CONDITIONS CONDITIONS SHEATHING MAY SEE ROOF TERMINATE AT SIMPSON_/ CONCRETE SLABS ON GRADEa SIMPSON-/ FRAMING 3-PLY I-PLY NOTES: SDWC1 5600 TOP OF DBL. SDWC1 5600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6- AND SEALED OVER CLEAN, MPACTED EARTH OR FILL WITH APPROVED CHEMICAL� SOIL TREATMENT FOR PRE)ENTION OF SUBTERRANEAN SEE NOTE 1 -L4,u- TOP PLATE. SEE NOTE 1 J-irjL DETAILS 14m LVL AND GREATER TERMITES. SAWCLJTS* FOR CONTROLLED CRACKING CUT A 1- SAWCUT INTO SLAB IN A 16'06' GRID WITHIN 12 HOURS OF CONCRE PLACEMENT, PROVIDE SAWCUTS THROUGH OJT SLABI CALL EOR FOR ALTERNATI\E METHODS. 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPECIFICATIONS* 5" < HEEL < V-0- HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO: WEATHER OR IN CONTACT NTH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OP110M WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: -OWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL 7 1. TOP PLATE TO STUD S 2. H2.5T MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STU SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA. TPI, ANDIAITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTkLLED AT ALL TRUSSES AS t0"5h***N ROOF TRU S CONNECTION 1*76� BUILT-UP MEMBER FASTENING INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BIR CING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.- AT MULTIPLE STRAP,CONN ECTIONS, SPREAD STRAPS TO AVOID NNLING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. \Z2.00/ KING STUD TO TOP PLATE: \Z2.0-0/ TRUSS TO PLATE: DESIGN ROOF COVERING SPEOFICATIONSe SDWC1 5600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS ISHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLAIE TO HEADER FASTENING: ENDS OR OPENINGS LESS CPJTEPJA AND 11LE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL.- AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E'514 AND BE INSTALLED FOR GABLE ENDS. /-SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALJOATI OF ALL METAL FLASHING AND VALLEY MA'TRIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. IL SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND WATERPROOFING* NOT REQUIRED AT GABLE- SEE DETAIL AT RIGHT. NOT REQUIRED 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. D A THAN 4'-6" C 0 PLATE TO HEADER: GENEF\/-%L WOOD FASTENING SCHEDULE BRICK NOTES / LINTCL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK F SDWC SCREW 0- STUDS SEE PLAN- KING & JACK-/ I 1 11 -L NOTES CONNECTION INTERIOR LOAD BEARING WALL STUDS SEE PLAN 24" O.C. MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN UILT-UP POST IN THE WALL (2)12d TOE HEAD Q13. SILL 00 NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L3 1/,x 3 1/,x 4*0 6#-Opp GABLE X-BRACE, SEE DETAIL 11152.0 NAILS E.E. PLATES SEE HEAD SILL THESE DRAWINGS.IF A DIMENSION 6 (MIN) SCHEDULE 2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 6" 80-0" HEADER SIZE. JACK AND KING STUD PL SEE ARCHITECTURAL DRAWINGS OR DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 1-401/2*x1/4 of - .. I " I DESIGNATES SHEARWALL THE (2)2X8-1/2 QUANTITY. HEAD QR SILL KING STUD TO FRAMING BELOW- ROUGH OPN'G, SEE ARCH EDULE TRUSS TO PLATE: CONTACT THE E.O.R. 1501/�%1/4 6 10,-0 --------- HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6*) GUN NAIL 0 6' Sw WALL 71E SHEARWALL SHEATHING PLATES SEE -.1 CS18 STRAP w/6-10dx1h" ROUGH N'G, SEE ARCH SDWC SCREW PLAN NAMI�) L6 x 3 V,"x V. 6" 12'-0" NAILING: TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTOM PLATE SCHEDULE NAILS EACH END. STRAP CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 8dO3'L6* DESIGNATES 8d COMMONS 0 3" ATTACHMENT CAN BE INTERIOR OR RESIDENCE L 7 x 3/2"X/4 6* 16*-Om O.C. EDGE & 6" O.C. "IN THE CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" FIELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-1�6d) 8-GUN NAILS LINTEL MUST HAVE CORROSION SHEARWALL HOLD DOWN IS-\ FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS KM /LAP BRICK ADJ - ADJACENT LG - L)ng SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN N AILS MANUF - Manufacture 24* O.C. DATE PAINT. WEATHER BOT - BCTTOM WALLS 2X4 WALL RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY THAN 3'-6" 11 H SM BEAM MONO -- Monolithic THAN 8' OR OPENINGS LESS 11.15.16 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG BEARING OC On Center TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8*-0". SHOULD CMU CONCRETE MASONRY UNIT OSI3 Oriented Strand Board HEADER FASTENING SECTION, SCALE JACK RAFTER TO HIP BE LATERALLY SUPPORTED NOT TO PERP A A EXCEED 6 FT. O.C. w/ 2-1/4xY WD. DBL DO BLE - Perpendicular _4 AS NOTED ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2 16d) 3-GUN NAILS DIA DIAVIETER PRE EN30 - Pre Engineered KING STUD TO FRAMING BELOW, SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF Pounds per Square Foot -10DXIV' CS1 8 STRAP W/6 11A No. CONT. HEADER, TWO PIECES FACE NAIL 16dO 16* O.C. 0 EDGE ATTACHMENT - EAC END Founds per Square Inch A VERTICAL SLOTTED HOLE FOR SCREW. EE PSI NAILS EACH END. STRAP ATTACHMENT CAN EOFFICE CO Y 3. BRICK VENEER ATTACHMENT: SEE NOTE 2 EQ - EQUA' 0 IL 11 INTERIOR OR EXTERIOR SIDE OF WALL. TIDE-16-00856 CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR EN-INEER OF RECORD PT - PRESSURE TREATED STUD OR 2X1 0 L QT - Q Ack Tie SOLE PLATE CONNECT-OR L SOLE PLATE ANCHOR BLOCKING FASTEN- STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS STRAPPING NOT REQUIRED -4L- I HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF) PER SCHEDULE AT LOWER LEVEL HEADERS-/'�e� w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL .(16d 0 16-) GUN NAIL 0 80 TIES 0 12" O.C.. (FOR 11Omph HEADE FLASHING FBC FLORIDA BUILDING CODE SF - S juare Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUS 5612k 4181 , WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLA BRICK LINTEL, FDN FO JNDATION SPF -SDruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTISTORY THAN 8 OKf%WX*mR" R CODE COMPUANC4 SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT FOO- SYP Southern Yellow Pine (STACKED WN THAN 3*-6" CITY OF ATLANTIC BEACH 3*xO.131*0 = GUN NAILS 2*4.1113"0 = RINK SHANK 12" OF OPENINGS. PRO\ADE3/,.*O WEEP SEE SCHEDULE FTG FOOTING THRU Through (UNSTACKED WINDQ 2"xO.113*0 = 6d 2/2*xO.131*0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE CTION SAM HDR HEADER TYP Typical r8--N\ TYPICAL HEADER STRAPPING SEE PERMITS FOR ADDITIONAL 3"xO.148"O = 10d 31/2"xO.162"O = 16d FLASHING. RICK LINTEL HORIZ - HORIZONTAL UON Unless Otherwise Noted \SO.O/ REWIREMEN I S XIMMUNMONS Soso LBS POJNDS VERT Vertical G 0 '0; AB *% **N LK'Z-�5A R C EADER, 0 Al NS Z S�/D P n UID ;FF F- 0 *21 tc L I:��Ip K S_MM 0 1L L- --I- rB \/E. 5EE 13ENERAI I IG Y S. 1 Odxl'/2 11/2*xO.131*0 Bdxll/2" WWF �Welded Wire Fabric SHEET OF 10 IRA goo REVIEWED 11TI 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. WALL SHEATHING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3* O.C. N ATTACH AT EACH WALL STUD w/ 3-16 7-NAILS AT EA. FRAMING INTERSECTION. 6" (MIN. OF 6-16d BETWEEN EACH TRUSS) BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER AT SHEARWALLS AND If PLATE BELOW TOP PLATE STUCCO FINISH P RCH SHEATHING, L ou ont go an 5-8d COM HEADER PORCH Associates, Inc. EACH SIDE S E SPECIFICATIONS EK I 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 BELOW 8-GUN NAILS- HEADER, PERPENDICULAR TRUSS 420 Osceola Avenue 0 80 O.C. SHEATHING SPLICE 0 8* 0.C. I SEE PLAN. 24" O.C. BETWEEN OUTER WALL- PORCH PARAL 171 HEADER & SUPPORT FULL HEIGHT DETAIL B Jax. Beach,Florida 32250 & FIRST INTERIOR TRUSS. NAIL TO WALL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z CONT. RIBBON CONT. RIBBON 8d CO EACH END w/ 3--O.131x3" NAILS PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax.241-9557 BOARD (TYP) BOARD (TYP) 3* O.C. (TYP) TO WALL BASE OF POST IKBELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579 EACH E FLOOR ISM OPTION A TO PORCH HEADER. WALL FLOOR FLOOR OF SP TRUSS SHEATHING--\ TRUSSES TRUSSES 24" 16r,GUAGE POST BASE: AO POST 4x4 POST.ABU44 OR JOIS OR JOIST. SHEA 2X4 SYPff2 STRAP w/11- BELOW 24" 16 GUAGE 6x6 POST:ABU66 -46- STUD WALL FRAMING G SPLICE DIAGONAL 1 Odxl)�" EA. END STRAP w/11- w/ 2x SOLID BLOCKING FASTEN EA. 10dxlN' EA. END DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP 8d COMMON WIRE NAILS AT SHEATHING EDGE PO END w/- PLATE w/5-10d NAILS fk. Memo ON %W* 0 or PLYWOOD 3-10d COMMONS PORCH. CON11NUOUS OVER- INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. 00*91 00000 E NIS. RIM B RD Y4* PORCH HEADER, SLAB 60 HEADER V j NIA 11 NAILS INTO bEAM. SPACE SEE PLAN-\ IAKI 'I HOR: R THAN ITS16 MAX 11 11 0 48" O.C. OMIT IF WALL R SYSTEM. ALIGN C SHEATHING IS INSTALLED WALL FRAMING-/ %" ROD z S LO01 124 1 -& WALL FRAMING-----/// F EILING WALL FRAMING 3TRAPS MSTA a No.6 3 VERTI L JOINTS WITH LINE 11 ON FACE OF BEAM ROOF TRUSS STRAPS EPDXIED 6 MIN WALL EATHING OR JOIST-N.,, SHEATHING SPLICE INSTALL FLOOR TO 1 FOR PERPENDICULAR JOIN PLAN VIE PLAN \AEW OF ELEVATION MEW OF \TRUSS CONNECTION FLOOR STRAPPING PER OF BLOCKING ONLY REQUIRED 5-8d COM 1 8-GUN SEE DETAIL B ABOVE OPTION 1 OR 2 PORCH HEAD PORCH HEADER PORCH HEADER CONTINUOUS 2x6 _1 4 AT SHEARWALLS AND/� EACH SIDE NAILS 3YP#2 14� STUCCO FINISH OF SPLICE NER AT POST AT POST FULL HEIGHT I I LEDGER FASTEN WITHj OPTION 1 OP110N 2 ANCHOR OR DTT2Z 5-0.13lx3m EA. STUD. OVER LAP SHEATHING APA RIM BOARD FLOOR TRUSS PARALLEL PORCH SHEATHIN'2 SPECIFICATION& HOLD DOWN AT 1K IYAL MIN. (2)2x4 WOOD 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) Abo. PAR6LLEL TRUSS NOTE 1: OR OP TI ON B TO PORCH HEADER. DETAIL A Luis A. Pontigo, PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" D.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED TY . TYPICAL PORCH BEAM CONNECTION WALL ADJ. TO ROOF CONNECTION FL PE#53311 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS le2 PICAL PORCH FRAMING DETAILS 1`3N 4 SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF P"ISONS DA� I\�O AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE IF TRUSS REACTION EXCEEDS ROOF USS. 2300lbs PROVIDE CRIPPLE STUDS ROOF SYP#2 2x4 NAILER FASTNED TO TRUSS DIRECTLY BENEATH TRUSS TRUSS.-\ BOT CHORD wl 0.1310' 0 3" O.C. 2x4 SYP#2 CATS AT 12* FLOOR OR FASTENED TO SHEATHINC. w/ 8d 0 3" O.C. Roo 2-SIMPSON H2.5T..... �FIELD ALTERAMON D.C. FASTENED TO TOP-- ,,'--ROOF TRUSS. T R US Sj SDWC 15600 IDA Ir-ID PLA SHEATHING FASTENED TO 0 32 to 0.C. it-----------t ----------t CONTRACTOR SHALL CONTACT LOU TE wl 4-0.1310* 111/4 ------------4 --- ------44 PONTIGO Ek ASSOCIATES PRIOR TO COMMON. MAX. TOP PLATE w/ 10d 0 3* O.C. VSCREWS =i� T I IV MODIFICATIONS WHICH MAY VARY 16' MAX. SHEARWALL\, FROM THE INTENT OF THE ORIGINAL 2x SYP#2 CONT. ATT GH OSB WALL CONSTRUCTION DOCUMENTS.ANY FASTEN CATS EACH END w/7 D SHEATHING FIELD ALTERNATIONS MADE PRIOR TO 3-0 D BEING APPROVED BY LOU PONTIGO a w/ 0.1310" 0 3* E E OF ASSOCIATES MAY RESULT IN .1310" COMMON TOE NAILS TO TOP PLATE AN 0 us (D-\\ _U 2x MAY OVERHANG TOP TE. SHEARWALL-/ ADDITIONAL ENGINEERING OR SHEARWALL OR SHEARWALL INSPECTION FEF-S. EXTERIOR WALL U SVI 8d03'1Z6pp SW 8d@3 is 6 to C ALTERNATE A ALTERNATE B ALTERNATE Q ALTERNATE G PERFOR JED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE I TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT. POST BELOW WITH 2-CS16 7/1,- OSB niAPHRAGM FASTEN ROOF FLOOR D 1 Od 04"O.C. UPPER To LOOM STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW NTH 2-CS16 TO NAII ER w/ (1) ROW 8d TRUSS.N -FLOOR SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT x4 SPF#2 CONTINUOUS -2EK ::il-/ TRUSS. CHORS ARE NOT USED 0 3" O.C, FASTEN TO TOP-- 7/ LEDGER FASTENED END STUDS M FOUNDATION END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNEC11ON PLATE w/ (2) ROWS 16- OSB TRUSS WEBS NTFr-- 8dO3/6: HTT5 OR HDU5 8dO3/6: HTT5 OR HDU5 OF 8d 0 3" O.C. BLOCKING w/3-0.1310" AEARWALL NOTES: PANNEL FLOOR COMMON. I ANY ALTERNATE MAY SME PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR 2x4 SPF I T I -;j: I TEE SCHILlULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OLIT CALL OUT SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING g N E USED. SHEARWALL NOTES A H2.5T 0 32* O.C. TOP & SOT A LS1 8 0 32" 0.C. To TRUSS BOT. CHORD wl STEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12- 1 USE ALTERNATE A. 1. PROVIDE 7,j6" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B S�E PLAN B SEE PLAN (2) ROWS 0.1310" 0 3" O.C. -0.131x3" NAILS 0 6" O.C. \-O.C. FASTENED TO TOP AT EXTERIOR WALLS PROVIDE 2x BLOCKING AT ALL PANEL EDGES. INTERIOR_ PLATE w/ 4-0.1310" E4DING BETWEEN ROOF C (1)MS:FA24 STRAPS C: (2)CS16 STRAPS Sw- SHEARWALL. A COMMON. TRUSSES. 2- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEt PLAN D FULL HGT THREADED ROD SEE PLAN p \_�-16d NAIL? SHEARWALL ORJU END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE ALTERNATE Q ALTERNATE E (TYPICAL) EXTERIOR WALL 3. USE ALTERNATE OR HTT4 HOLD DOWN AT BASE (U.O.N) [E & F FOR FLOOR 3. FASTEN ALL INTERIOR SIN TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATIE F T LISS ATTACHMENT 0 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 SHEARWALL ATTACHMENT AT ROOF Et FLOOR TYPICAL SHEARWALL ELEVATION *IM 7 HEADER TIE DOWW", t'05 !ff�� - \,S0.1/ PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. 0 SOA THIS DETAIL ONLY APPLIES WNEN NOTED ON PLAN 4-12d TOE MULTIPLE BRACED TRUSSES TIONS. 8d COMMON NAILS ICATED IN TRUSS SPECIFICA SINGLE ACING NOTM AND SPEMICATIONS ROOF NAILS (TY:).) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING AT 3" O.C.(TYP) 0 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEI J TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-10d H 3 QR H 2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. ASTEN TO ROOF FRAMING BELOW 00 L-A 6-10d DIAGONAL BRACE R Ani-LLLLL- ROOF SHEATHING 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED 71 2.)BRACING LUMBER SHALL INTERSECT A�� TO BACKSIDE OF WEB. 191 THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. 1.1 DELEGATED TRUSS ENGINEER. AMP I I 3.)PERMANENT PERMANENT BRACING V 2XIS I I ROOF TRUSS-/ ROOF TRUSS-/ SIMPSON H3 w/ 10-8d COMMON Is ANGLE BRACING APPLIED To 101 WERE NOTED ON TRUSS MFR. SHOP SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS I I PROVIDE 1x4 SYP#3 OR BETTER -A-L I I BRACE FRONT SIDE OF WEBS. 1.1 DRAWINGS. THE CONTRACTOR SHALL TO EACH STUD, PER ATTACH TO EACH STUD,j- AND LEDGER TO ROOF MEMBER. 2X4 T-E :E. ONLY I I BOTTOM CHORD BRACING 2x4 SPF#2 MAY BE OMITTED WALL SHEATHING UP T-BRACE FASTENED TO SCHEDULE BELOW PER SCHEDULE BELOW. MEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. 1.1 PERPENDICULAR TO TRUSS BOT70M BLOCKING I I CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE TRUS NTH 2-8d COMMON NAILS. AT PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, VERTICAL VERTICAL 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER /--GABLE BRACE. FASTEN EACH TO BE BRACED. AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-V4"04" SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND_/ (APPROXIMATELY 457.) TO THE 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-/4"Ox6m SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR 1251-1540 2x1O w/ 10-0.1310* BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING <,I AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.1310" /-PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING PROVIDE S013D SPF#2 BLOCKING AT PANEL JOINTS ADJACENT (D MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF FRAME RAFTERS TO TRUSS FRAMING. 7- NECESSARY AT HIP ROOFS. ALSO I EDGER A NOTES: WHERE A LEDGER IS INDICATED 0.131x3" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, K-FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST 2x4x6' SYP#2 LATERAL BRACE EA. ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. X-BRACE w/ 2-16d INTO BOTTOM- d LSTA12 0 48" O.C. Qg_ DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A COMMONS GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. 8-10 [1, 1 -1- SDWC15600 0 36" O.C. OMIT IF TYPICAL E E E W14EN DECK �EDGER AT OVERFRAME RAFTERS too,�O GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN PERMANENT TRUSS BRACING L V6.1 NOTES: 1. SPACE GABLE END BRACING 0 4'-6* MAX. FRAMING EC THIS jE TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. \�.�i SCALE: 3/4" V-0" MIN 2 PLY STUD MIN 2 PLY STUD OT D5R C 0 L TRUS ENGINEER. NOT SHOWN FOR 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STU IN LIEU OF 2 STUDS DETAILS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A FULL HEIGH T OR BEAM ORDER TRUSS WASHER - . PLAN X I MIN 2 PLY 36" LONG STUD 36 LONG STUD OR BEAM ANCHORING SPECIE CATIONS (1)MSTA24 STRAPS FASTEN w/12- FASTEN w/12- STUD @ FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.131x3* GUN 0.131x3" GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING FOLD OVER TOP PLATE SIMPSON HTT5 OR FU HT. FASTEN w/18-10d NAILS (2)MTS1 2 SOLE DOUBLE SYSTEM SHALL CONSIST OF 11 307 THREADED -10d TEN TS1 2 FASTEN w/1 8 HDU5. FAS (2)M FULL HT. TOP PLATE. OR RODS, ORIENTED VERTICALLY ATTACHED M THE 26-10d COMONS 0 ST PLATE AT THE UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UI P DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE D CUMENTS. ABOVE SIMPSON DTT2Z 00 NOT SCALE DIMENSIONS FROM SEE PLAN r THESE DRAWINGS.IF A DIMENSION 6 PLATE TOP PLATE, PROVIDE A 2"x 2"X STEEL WASHER. -W/8 4"XlX* UNCLEAR REFERTO THE WALL STUD FASTEN WITH A NUT AND ALLOW T LEAST 3 SDS SCREWS o SIMPSON FULL HEIGHT ARCHITECTURAL DRAWI:NG;S OR T' THREADS TO EXTEND ABOVE TIGHTENED NUT. (n?.) OR POST. FULL HEIGHT T R. MINIMUM 2 PLY LTT2013 THREADED ROD (2)H2.5 \-(2)H2.5T R. FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD�, THREADED ROD WITHIN 6" OF -----THREADED ROD PROVIDE A HOLE IN THE PLATE X4 LARGER THAN THE MINIMUM 2 PLY-� EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY-\ PLAN NAM 1�) SEE PLAN DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD THREADED AT 2ND STORY E"VATION STUD AT 2ND STORY x6" TITEN HD SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STUDS PROVIDE ROD EPDXIED STUDS PROVIDE RESIDENCE ------------ 0 (SIMPSON CNIN OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN )!r THREADED ROD STUD 2 CS18 STRAPS STEEL COUPLER FU WHERE ONE CONTINU ROD IS YNFEASIBLE. THE AT BASE OF STUDS /EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED LL HT.--- OUS APPRO M (OPTIONAL, LOCATE ROD SHALL BE INSTALLED ATELY CENTERED SIMPSON TITEN HD RQD COUPLER )kx6* TITEN HD .0 (FLOOR TO FLOOR) AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SL�NTED FROM TRUE RODS THD37634RC (%-4-Y4-) II(FLOOR TO FLOOR) 11 CS / KM /LAP AT SILL PLATE AT TOP VERTICAL BY A MAXIMUM OF. 2 IN HES IN 10 FEET TO MINIMUM AVOID CONFLICTS WITH FLOOR AN WALL FRAMING. 2 PLY HOLD DOWN SEE PLA� DATE THE NUT ASM THE UPPEMOST 7E SMALL BE SIMPSON DTT2Z /-STUD ROD = DTT2Z 11.15.16 FULL HEIGHT ANCHOR INSTALLATION CHART SECUM OVER THE WASHER TO SNUG-IMT W/8- X"X1V HTT5 ROD = HTT5 FLOOR CONDIRON PLUS ONE-4VLF TURN A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST,- SCALE FRAMING WREW*1 (APPROMMATRELLY 30 FT. OF TGROJE). FULL HEIGHT THREADED DUE 70 SHRIINKAGE AND OF KMJ" SEE PLAN. SEE PLAN. AS NOTED ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 0ONTWTORS SHALL RE-711MGHTENN TO 30 THREADED ROD-- -- - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT-M OF TOROK AFTER ALL AM ARE LPA No. SEE PLAN PER PLAN. 3/8 1/2"0 '/2"0_ 40 e 2 0 3 0 00kf`LETE AND TMO TIDE-16-00856 EMBEDMENT 5/8 wo 3/4"o 3x3x'/4 7.5- 1 Z ZY 30 EPQXY ANCHORING: ALL THREADE RODS SHALL BE HTT5 or HDL15 QTT2Z LTT20B CONTROL No. DEPTH DRILLED & EPDXY ANCHORED. SE INSTALLATION ALTERNATE FOR ALI[ERNATE FOR 0PT`I01N 1 OPTION 2 (D MONO STEM MONO S CHART FOR EMBEDMENT AND EDG. DISTANCE :Ipy 4181 FULL HEIGHT ANCHOR. U AOT ffQUIREMENTS FULL HEIGHT ROD K FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONALOFFICE Clurm SHEET WALL SECTION THREADED ROD INSTALLA11ON WFULL HEIGHT ROD ALTERNATE JNG SYSTEM F r,5%\ H T D rl 2 FULL HEIGHT WOOD FRAME WALL ANCHOR A74ACHMENT r14 ULL HEIGHT THREADED ROD OLD DOWN ATTACHMEN IL 16 GIRDER BEAM STRAPPING S061 �A GUN qNAILS _wT 'OD jSHEA1 'Alm An S EE AND�V�l j ECK t7/ OSB I OCKING L B 11ANNE L P \Z.ji THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \Z2..l,/ ALTERNATE S0.1j THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 10 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE . . . . . . . . . . . ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING /a"O THREADED ROD GARAGE . .. . . . . .. . . . . . . . . . HEADER w/3x3x'/4" PLATE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . HTT5 wl SECOND STORY . . . . . . . . . . . . . . . . . H TT5 W/ . .. . . . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD TOP PLATE ELEV. HEADER AT PACK WITH 2-ROWS OF 16d THREADED ROD . . . . . . . . . . . . . . . . . THREADED ROD '/2 . .. . . . . . . . . . . . . . . TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . . . F EPDXIED 12" Lou Pontigo and EPDXIED 12" MAX 7 Associates, Inc. OPENING /�2)20ga STRAPS I I - a EXTEND HEADER TO HEADER TO JACK ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO TEXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue 17-7-1 It jax. Beach, Florida 32250 (2)2x6 KING STUDS FAR SIDE OF WALL DOST AS SHOWN. II -Wil H TT5 W/ /STUD PACK, PER GARAGE DOOR (2)2x6 . . . (2)2x6 V2 AS SHOWN. 0 7-- 6x6 1 (2)2x6 JACK STUDS %" THREADED ROD SUPPLIER JACKS 10, -O"x4`-O" PIECE OF WALL Ph.242-0908 Fax.241-9557 M EPDXIED 12" AND (1) 6 6 4' SEE IO/SO.O FOR TYPICAL FL:CA# 8344 SC:CA#3579 KING.\ 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER HEADER STRAPPING. HTT5 W/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER (2)2x STUD CORNER\ THREADED ROD CORNER 1" BELOW GARAGE HEADER DETAIL A THREADED ROD JACKS W. ON EXTERIOR STUD (TRIMED AS DETAIL 0 o" ON EXTERIOR STUD (TRIMED AS AND (1) + SHOWN) EPDXIED 12m EPDXIED 12" > SHOWN) KING. P.T. SOLE PLATEN,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS TING TO HEADER w/ 8d COMMON QR GALV. BOX NAILS GARAGE H TT5 wl FASTUI SHEA IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING P FLOOR SOLE PIATE HTT5 w/ IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. STUD TO LOWER PRAMING8 OSSEO*- ANCHOR THREADED ROD THREADED ROD MSTA24 OR CS18 STRAP ES-%OE SOLE PLATE EPDXIED 12" EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. 0 32" ON-CENTER 4- GARAGE WING WALL SECTION A -16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS ANCHOR NQ� DOUBL BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3 ... No.53311 THICKENED SLAB EDGE 4 . . — 2 MSTA24 OR CS16 KING STUD A AT GARAGE OPENING. ... STRAPEACH END-\ 'RAMING 2 MSTA24 OR 5/ "0 6x6 POST NTH ABU66 .4 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN 5 OF WALL SEGMENT CS2 STRAPS 4 W/ /a" THREADED ROD do 4 ' A 0 0 OF AV. NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT ��'30x'/4" WASHER. EPDXIED 12" MIN. 'ev -C", A-, So VD1 1. ALWAYS PLACE GARAGE HEADER AT TOP ROUGH OPENING. 2ND FLOOR ELEV. 1 11 1 F7m M66 6 6 to 4A � �O)F oltO NAL GARAGE WING WALL ELEVATION Luis A. Pontigo, PE FL PE#53311 WOOD BEAM GARAGE HEADER FRAMING 2 GARAGE PORTAL� WING WALL e��EN GARAGE WING WALL FRAMING LESS THAN 12 VMM 4 O�NVENTIIONAL STRAPPING DETAIL '�1-90NS DA Vm 6;�E"��C 0.2 THIS DETAIL ONLY APPLIE'S WHEN NOTED ON PLAN �SO.2� THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �SO. THIS DETAIL ONLY APPLIES' WHEN NOTED ON PLAN 4 0 0 40' 3EAM SUPPORT POST RELD ALTERAm N JACK STUD —JACK STUD IF 4x4 IS SPECIFIED ON PLAN, STUD TO IQP PLAIIEo 01//1 AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. S0WCj 5600 SCREW. CONTRACTOR SHALL CONTACT LOU MIN. (2)2x4 PT SYP #2 0 320 O.C. PONTIGO&ASSOCLATES PRIOR TO IF 6x6 IS SPECIFIED ON PLAN, 4-: WALL MAKING ANY STRUCTURAL FIELD 24" MAX. MODIFICATIONS WHICH MAY VARY 12" MIN. USE (3)2x4 SPF#2 SUPPORT. SHEATHING FROM THE INTENT OF THE ORIGINAL RATED WALL SHEATHING w/ ATTACH PORCH BEAM TO CS18 w/7-10dx%" CONSTRUCTION DOCUMENTS.ANY PLAN VIEW TAPCON PL6N VEW, SIMPSON LTT20B 8d 0 6" O.C. EDGE & FIELD. 3E -------- SUPPORT POST w/ (2)HTS20. EACH END 0 48" T BEING APPROVED BY LOU PONTIGO a RECESSED IN SLAP ASSOCIATES MAY RESULT IN SCREW O.C. STRAP CAN BE ADDITIONAL ENGINEERING OR w/Y2" THREADED ATTACH SUPPORT POST TO INSTALLED EITHER ROD EPDXIED 4" SOLE PLATE ANCHOR FOUNDATION WITH HTT4 FACE OF STUD z CS1 8 W/7-1 Odxl)�" w/ '/$"Ox6* EMBED EPDXY ROD. U.O.N. EACH END 048" SYP#2 PT SOLE PLATE O.C. STRAP CAN BE STUD M ROT PLATEm CONC. CONIC. BOX COLUMN INSTALLED EITHER SOT PLATE IQ JOUSS SDWC15600 SCREW. SLAB SLAB-\-15Z---- FACE OF STUD Y4*x4X* LAG SCREW—., 0 32w O.C. MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d 0 3" FLOOR WITH ROUND WASHER WATER PROOFING AT TRUSSES TRUSSES TRUSSES AT EACH FLOOR TRUSS OR JOIST. OR JOIST. OR JOIST. LOWER POR71ON OF ELEVATION V!EW ELEVATION VIEW BOX COLUMN BY BUILDER .IF PT MATERIAL IS NOT USED. 0P110N B BEAM SEE --—------ OPTION A OPTION B OP11ON A OVERLAP PLAN STRAPPING SHEAnJING op'nON C DROPP WHEN 5 FRONT ENTRY JAMB FASTENING 4000"riftw`� tBOX COLUMN DETAIL VMEN 7 WALL STRAPPING OVEF%',. BEAM mob so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so. so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 KING STUD TO TOP LATE@ WEN VV%LL STRAPPING DETAIL SDWC 15600 SCREW, 0 0 0 0 0 0 4 0 STUD TO TOP PLATE: STUD TO TOP PLATE- SDWC15600 SCREW.-O SDWC15600 SCREW.-O 0 32N O.C. 0 32" O.C. Ile 2x4 BLOCKING 4 0 131 x3* TOE NAILS (2 EA. SIDE) 2x4 OUTLOOKER H3 EA. NOTE(6) DER TO JACK STUD OUTLOOKER"\ /AT 2** O.C. SCAB 2x6 x 4-6" SYP NO.2 0 1-KISTA24 PLACE GA LE EXPOSED RAFTER TAIL TO TO THE INT. FACE OF IIIIIROOF BALLOON FRAMED WALL EACH ROOF TRUSS 0 24-m O.C. STUD SPACING. SEE SHEATHING AND FASTEN TRUSS TOP FRAMING PLAN all-, //q, ANDBOTTOM CHORDSTO 2x4 SYP No.2 SCHEDULE. `% � 5-12d TOE BALLOON FRAMED WALL BLOCKING/CLOSURE 2x4 BLOCKING AT,,,,,, LS EACH STUDS w/ 2-0.131X3- FASTEN w/ 3-12d 48m O.C. BETWEEN TRUSS NAILS AT EA. STUD. 0-0 TOE NAILS. RIP DOWN GABLE AND FIRST PRE-ENGINEERED- TO REQUIRED DEPTH 130T PLATE TO FRAMING BOT PLATE TO FRAMING_ INTERIOR TRUSS. WOOD ROOF TRUSSES. BELOW CS1 80 32 O.C. BELOW CS180 32n O.C. FASTEN GABLE END TRUSS w/ FULL HT. 10d ANCHOR AND HA4 EA. END IZ ----------- - --------- ----------- ------- ----------- -------------------------- ------- UPLIFT CONNECTOR DOUBLE TOP PLATE CONVENTIONAL ANCHOR PER SCHEDUSLEW NO FULL HEIGHT ANCHOR 1V REQUIRED. RAFTER TAIL DETIAL MISIC WALL STRAPPING DETAIL WHEN 10 WALL STRAPPING DIETAIIL� tl-i� BALLOON FRAMED GABLE END /07*2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN DETAIL ONLY APPLIES WHEN NOTED ON PLAN T 7.00� FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Ir THREADED ROD ARCHITECTURAL DRAWINGS OR DRILLED THRU BEAM SEE DETAIL 12/SO.1 PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / K p DATE BEAM SEE PLAN 11.15.16 SCALE PERMACAST COLUMN ATTACH AS NOTED TOP & BOTTOM PER LPA No. MANUFACTURES SPECIFICATIONS TIDE-16-00856 CONTROL No. 4181 SHEET PERMACAST COLUMN -FIE DOWN OFFICE COPY SOe2 1_ SHEET3 OF 10 SYMBOLS LEGEND �7mM DESIGNATES FOOTING LINE ____I 00,� C DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL STAIRS BY DESIGNATES SLAP RECESS BUILDER Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. S 01 420 Osceola Avenue jax. Beach,Florida 32250 Ph.242-0908 Fax. 241-9557 SLAB ON FL:CA# 8344 SC:CA#3579 X GRADE, L SEE PLAN. F3.0 z PAVERS 4 K7 BY OTHERS �t % a� NO. S1.01 5 2-#5 ISOLATED FOOTING A S1. M 0 N 0. FOOTING AT PATIO SEE DETAIL 9/S'1.01 Luis A. Pontigo, PE FL PE#53311 ��_o 2.0 PROVIDE 2-#4x4 -0 F2. E7SIONS DA3**"N COR�ER CRACK BARS A SLAB MID-DEPTH. 12\7 I 7_ 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER �FIELD ALTERA-nON __T 0 IN PREPARED GRADE. (P (0 E CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD (b EQ I MODIFICATIONS WHICH MAY VARY Y (D FROM THE INTENT OF THE ORIGINAL I CONSTRUCTION DOCUMENTS.ANY FIELD'ALTERNATIONS MADE PRIOR TO LBEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN PROVIDE SAW CUTS PER r E rF ADDITIONAL ENGINEERING OR IT 5/S1.01, BUILDER TO INSPECTION FEES. COORDINATE WITH FINISH xs FLOOR MATERIAL. A S1.01 6 S1 2.5 F2.0 S1.01 F__ 6$-,lot 41 vs 41 JL 2" r 7 (E� LL 0 ro 6 si.V L 6 (0 S1.01 0 /(7B� S1.01 i S1. -�01 L f`0�2 SAWCUTI 21-80' e- 6 S1.01 LL_ 7 F2. ISOLATED FOOTING -SAWCUT SEE DETAIL 9/S1.01 S1.01 2^1 1 4 1 1 - I I \,S1.01) 0�1 _SAWCUT 7 S1.0) FOUNDATION r7 S1.01 PLAN L -7- _j - PAVERS \,,.�-o 00 NOT SCALE DIMENSIONS FROM BY OTHERS THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFERTO THE 4 813 4 1 ARCHITECTURAL DRAWINGS OR S1.01 S1.01 S1.01 PLAN NAME FOOTING SCHEDULE AND NOTES, LF2.0 F2.JO RESIDENCE 1 F DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE IL L_ - - - - - - - - _. - - - _j CS / KM /LAP 3-#5 EA. WAY BOT. -opt 20-Olt 20-010 F2.0 FOUNDATION PLAN DATE it-opt 3-#5 EA. WAY BOT. 21-6" 20-6" F2.5 SCALE: 1/4" V-01' 11.15.16 V-09$ 3-#5 EA. WAY BOT. 39-01' 3#-O$o F3.0 SCALE STAIRS BY S1.0 4-#5 EA. WAY BOT. 1 3#-6* S-60p F3.5 AS NOTED 4-#5 EA. WAY BOT. 11-opt 41-00 4#-Opl F4.0 BUILDER LPA No. 4-#5 EA. WAY BOT. 19-0$9 40-6m 41-60' F4.5 IIDE-16-00856 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES. DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4181 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED OFFICE COPY S160 PROCTOR IN ACCORDANCE WITH ASTM D 1557. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING #4 DOWEL BAR WITH AND ANCHORAGE PER 6 to 90* HOOK @ 48 to 0.C. CONSTRUCTION SPECS. TYPICAL WALL FRAMING Lou Pontigo and AND ANCHORAGE PER TYPICAL WALL FRAMING SLAB ON Associ ates, Inc. GRADE, CONSTRUCTION SPECS. SLAB ON AND ANCHORAGE PERN SEE PLAN. 420 Osceola Avenue GRADE, S E CONSTRUCTION SPECS. Jax. Beach,Florida 32250 .41 PLAN. 1 -0 4 4'. Ph.242-0908 Fax.241-9557 X < 0 X FL:CA# 8344 SC:CA#3579 < 0. � 4- ' #4 S—DOWEL BAR WITH 12" HOOK TOP & BOT. wszi SLAB ON ld' SLAB ON V . a 11 -A � Id 1. 0 GRADE, 0 SPACE @ 48" O.C. GRADE, LO X -- SEE PLAN. Id .4 S E PLAN. < '41_i 'd 4 0 .4 ' A4 POV 4 EIV$1 H A Ir— N .. k, A' .4 . 1'-0 00 4 ORIZONTAL CONTINUOUS 2 4. BARS @ 12"O.C. BRICK VENEER, 4 1- No.5 1 00 X Z z 4 CN .4- CK VENEERo SEE ARCH. 4j. SEE ARCH. 4 ALT. FOOTING #4 HORIZONTAL 60 C4 OF AT BUILDERS % REBAR t I DISCRETION. r Rll) �'- 0. AT MID POINT 8 x16" THICKENED -AL AND TOP. to pp is 'd w/ 2—#5 CONT. 8 x16" THICKENED 3 00 1 0 , . 0 to 12 —STORY, w/(2)#5 CONT. to 12 1—STORY, w/(2)#5 CONT. to 8 x1 6" 1—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. 8 x1 6" 1—STORY, w/(2)#5 CONT. L u i s A. P o n t i S o, P E 00 0 pp \< 16 2—STORY, w/(3)#4 CONT. it to FL PE#53311 16 2—STORY, w/(3)#4 CONT. to 8 x20" 2—STORY, w/(2)#5 CONT. 8 x20" 2—STORY, w/(2)#5 CONT. 6 to 6 x8" EXTENSION FOR BRICK DAT�E 6 to 6 x8" EXTENSION FOR BRICK BRICK LEDGE DETAII LEDGE ADD 1—#5 CONT. REVISIONS BRICK LEDGE DETAIL LEDGE ADD 1—#5 CONT. OPTION 2: 28" OR GREATE� EXPOSED FACE STEP DOWN 24 OR LESS STEP DOWN GREATER THAN 24'_ OPTION 1 : - 28" OR LESS EXPOSE_D EACE ��2 MONOLITHIC STEP DOWN DETAIL MONOLITHIC EDGE FOOTING CONTRACTOR MAY USE OPTION 1 OR OPTION 2 CONTRACTOR MAY USE OPTION 1 OR OPTION 2 L =FIELD ALTERA7nON CONTRACTOR SHALL CONTACT LOU PONTIGO Ek ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY CONTRACTOR TO COORDINATE BOTTOM OF FROM THE INTENT OF THE ORK31NAL CONSTRUCTION DOCUMENTS.ANY FOOTING ELEVATIONS WITH SITE ELEVATIONS. TYPICAL WALL FRAMING FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& CONTRACTOR SHALL STEP MONOLITHIC CONCRETE AND ANCHORAGE PER ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR FOOTING GRADUALLY PER DETAIL 3/S1.01 AS CONSTRUCTION SPECS. INSPECTION FEES. REQUIRED SO THAT BOTTOM OF FOOTING IS 12" MIN BELOW GRADE AS SPECIFIED IN DETAILS 1—#4 CONTINUOUS, 0 VERT REBAR. HORIZONTAL BAR TOP REBAR MIDDLE REBAR SEE 1/S1 1 @ TOP. SEE 1/S1.01 SEE 1/S1.01—\ #4 DOWEL BAR @ 481, O.C. 1#4 CONTINUOUS, PROVIDE EMBEDDED INTO FOOTING 0 W/ 6" 900 HOOK 3' EA. SIDE R BARS Ln `V A A CORNE. f4 X4 12 OF RECESS. (TYPICAL) 1—#4 CONTINUOUS, 4 X—I �EK < d Id :2 HORIZONTAL BAR 4 L . - . L .I — $p 'd-0 4 4 I - 'a.1, e 24" LAPL 4 —51/2 SLAB ON @ 12"' O.C. 1" DEEP SAWCUT w/ 04 —7. _ 4 CD liz A 4- GRADE, SEE PLAN. to SEE PLAN T__ 4 < 51/2 SLAB ON 4 ELASTOMERIC SEALANT SLAB ON GRADE, 4 4 < 4 GRADE, 4�11. p SEE PLAN. .4 04 .d NOTES: 1/Si.01 44 24" MI ..d 4 4 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 16' X 16' MAX' SQ. 4 4 TO ALT. FOOTING AT 2) SAWCUT CONC. SLAB WITHIN 12 HOURS OF CONC. PLACEMENT. STEPPED FOOTING BUILDERS DISCRETION. /S1.O BOTTOM REBAR. OPTION 1 : CURB 6"__ OR LESS OPTION 2: CURB GREATER THAN 6". LESS THAN 24 SEE 1/S1-01 S PPFD MONOLITHIC FOOTING MONO FOOTING WITH CURB DETAILS SAW CUT DIETAIL -3 - T rTN� — S1.01 CONTRACTOR MAY USE OPTION 1 OR OPTION 2 11�-o 1��-o 1 MATCH DOOR 4 STEP, SEE WITH, SEE_ ARCH. RECESS ARCH. —L SLAB ON TYPICAL WALL FRAMING 4- GRADE, (4" M A X.) EQUAL TO SLAB SEE PLAN. AND ANCHORAGE PER THICKNESS. CONSTRUCTION SPECS. TYPICAL MONO— PAVING FOOTING NOTES, 7B @ SLAB RECESS BY BUILCER 12 x1 2" IDETAIL 8B 1#5 CON T. SEE DETAIL 1/S1.O BRICK VENEER IS SLAB ON--s ACCEPTABLE WITHOUT MATERIAL INCREASE OF FOOTING GRADE, WALL FRAMING SEE PLAN.* SIZE. 1#5 CONT. t, WALL FRAMING---� SLAB ON 4-27'. 0 4 __14,,_SLAB ON LIJ FOUNDATION STEP, SEE ARCH. PLAN. GRADE, LIJ e`x U) DETAILS 2—#5 CONT. SLAB ON -4 4 GRADE, F-SEE PLAN. ALT. FOOTING AT 'z-SE E PLAN. BUILDERS DISCRETION. . .... 4q GRADE, -'I'z-SEE PLAN. 4 04 THICKENED EDGE—/ DO NOT SCALE DIMENSIONS FROM d THESE DRAWINGS.IF A DIMENSION IS w/ 1—#5 CONT. DETAIL 8A 0 4 0 t. UNCLEAR REFERTO THE 80XB* ARCHITECTURAL DRAWINGS OR is 3—#4 HOOKED CONTACT THE E.O.R. 8" 16 3" 24 of 8"x20" 1—STORY, w/(2)#5 CONT. 1—STORY, w/('?)#5 CONT. ot VERTICALS 8 O.C. PLAN NAME"___�*) 2—STORY, w/(2)#5 CONT. 8 x1 6" Id-1- 8 ISOLATED OOTING9 \\—REINFORCING, RESIDENCE 81*x20" 2—STORY, w/(2)#5 CONT. OFF AN DESIGN/DRAWN/CHECKED CS / KM /LAP 7 MONO. FOOTING AT STEP-DOWN THICKENED SLAB ISOLATED FOOTING DATE BEARING AT INTERIOR 11.15.16 6 S1.01 SCALE S1.01 S1.01 \z�-O�, AS NOTED LPA No. TIDE-16-00856 CONTROL No. 4181 SHEET OFFICE COPY S1001 SHEET 5 OF 10 F7mmm 11 F"T V L4 (1 to 11-0 B 3 SYMBOLS LEGEND DESIGNATES SHEARWALL 7HE HIDDEN E DESIGNATES SIDE OF WALL THE SW` 1t4 SHEARWALL SHEATHING TO BE APPLIEID 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. *IN THE FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS PROVIDE MIN. NEEDED FOR SUPPORT HEADER. (2)INTERMEDIATE Lou Pontigo and 2ND FLOOR ELEVATION JACK STUDS. (2 M-STA24 BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue (2)PLY 9.25 L ax. eac , ori a 32250 LN P9 Ph.242-0908 Fax.241-9557 A.307 DIAMETER FULL HEIGHT (2)2x X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579 �-(2)MSTA24 STRAP HEADER A,307 DIAMETER FULL HEIGHT STRAP HEADER X5 THREADED ROD, SEE DETAIL 12/SO.1 P 7/S0.1 PER 7/S0.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP P 0 1"N V) PLATE, SEE DETAIL 12/SO.1 'N, )1A E , 0 PROVIDE MIN. F ROVIDE MIN. C V A307 DIAMETER THREADED ROD % 00 00 TERMINATES AT FIRST FLOOR TOP % 0 X a (2)INTERMEDIATE (2)11� TERMEDIATE PLATE, SEE DETAJL 12/SO.1 N JACK STUDS. JACK STUDS. go SIMPSON HTT5 SEE DETAIL15/SO.1 S OF R It CS18 (2)MSTA2.4 (3)2x6 SIMPSON DTT2Z SEE DETAIL15/S0.1 STRAPS -SPF#2 SEE 3/S0.1 FOR BEAM (3)2x6 SPF#2 POST. SW: 3/ SIN: 3/6 L u i s n t i S o, P E POST. C(3)2 1/3) Y CONN. (TYPICAL) (2)HTS16 SMPSON LTT20B SEE DETAIL15/S0.1 F L PE#53311 1615 (3)PLY 11.25" LVL V AA (2)HTS1 6 (2)H TS1 6 12w LONG LIGHT GAUGE STRAP Ko";TETGONS DATE 1-8-1 r- LSTA1 2 FASTEN TO TOP PLATE AND STUD BEAMV I I PROVIDE MIN. NIN WITH 5-10d COMMONS SEE PLAN (2)INTERMEDIATE Ir I- JACK STUDS. WALL STUD SCHEDULE HANGER X C4 0 0 1 PLATE STUD SIZE 'PS F C SEE PLAN LOCATION X HEIGHT SPACING SUPPORT BEAM 1 04 1 EXTERIOR gs-1. 2x4 SPF#2 0 16* O.C. MAX PER PLAN 10'-1 2x6 SPFf2 0 16* D.C. EXTERIOR MAX 2X4 SPF#2 0 12* O.C. 2x8 10'-1 To BLOCKING EXTERIOR I'V-00 2x6 SPF#2 0 16" O.C. �FIELD ALTmA-nON to 00 INTERIOR 10'-0" 2x4 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU MAX 0 1_0 PONTIGO&ASSOCIATES PRJOR TO El 2x6 SPF#2 0 16" O.C. Ix MAKING ANY STRUCTURAL FIELD INTERIOR MAX 2x4 SPF#2 0 12* O.C. MODIFICATIONS WHICH MAY VARY 0 V) FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. ARCHITECTURAL REQUIREMENTS. (3)FX6 Aj CANTILEVERED SPF#2 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. BEAM BUILT INTO X POST. C14 OSB WALL 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. WALL SEE 1/S1.1 X SHEATHING. N 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 11 (4)2x4 SPF#2 SW: 3/6 /-(2)H TS 16 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT (2)PLY 7" LVL SHEARWALLS (2)2x6-1/1 Z_ I B B 0 VE :'OST. . . . U1 I I I 7-1-T COMBINED USE PANEL NOTES (4)2x4 HUCQ48 FASTEN TOP 12 Lqx 10 '6 SPF#2 HANGER FASTEN TOP OF OF WALL PER-- _j 1. EXTERIOR WALL SHEATHING SHALL BE WALL PER POST. DETAIL 6 /S0.1.1 ��j LANDING:- CONINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING 5 DETAIL 6/ .1. 2x8 JOIST @ 16" O.C. SPLICE LOCATIONS FOR MUL11 STORY CONDIT`IONS HTT5 w/ Y8 S1.1 THREADED ROD W/ LUS28 EA END ol - 2. SEE SHEET SO.0 FOR WALL SHEATHING EPDXIED 7.5 _j SPECIFICATIONS. 0 q- HUCQ48 X 3. UPPER MOST TOP PLATE SUPPORTING ROOF N FASTEN TOP DF WALL t 04 MEMBERS SHALL BE S-RAPPED AS SHOWN IN HANGER 1 -1-1- - - DETAIL 1/SO.O STAIR LANDING DETAIL PER DETAIL 6/S0.1. V 7 7 7 7 4. INSTALL SOLE PLATE ANCHORS PER DETAIL D (2�9PLY 7*0 LVL 3/SO.O OSI3 WALL � '\-� "k L_ (3)2x6 SHEATHING. OSB WALL (V)2xf5-1 ';��-SPF#2 GENERAL NOTES SW: 3/6 CANTILEVERED POST. SHEATHING. X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. BEAM BUILT INTO (2) TS1 6 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SHEAT1 CO-N-T-.]T-RU WALL SEE 1/S1.1 SIZES AND SPACING. AT GIRDERS AND BEAMS, PERFUDICULAR VIALL Li PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER U (3)2x6 POST BELOW PLIES. POST ABOVE. PROVIDE 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SQUASH BLOCKING SHEATHING SPECIFICAT'IONS. ((2)2x10-=2/1 ((2)2xl 0--2:/l) C(2)M-1/1) WITHIN FLOOR SYSTEM. 3. WHERE FRAMING MEMBERS CONSIST OF MUL11PLE BEAM ABOVE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O (4)2x6 (3)2x4 (0 \-SPF#2 SPF#2-/ N_.1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL POST. POST. 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5/S0.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS PROVIDE MIN. CS-18 STRAPPING DETAIL (2)INTERMEDIATE- to CS18 STRAP w/ 10" JACK STUDS. X END LENGTH. FASTEN 'MIS END w/ 9-10d. ',12)2x6-1 34 z - WALL FRAMING wo z IST LFVEL 41� V SW: 3' /6 C(2)-!xl 0-1/3) I �_SEE 3/S0.1 FOR BEAM LL FRAMING _j CONN. (TYPICAL) > NO NAILS REQUIRED _j FLOOR IN CLEAR SPAN PLAN TRUSSES- GARAGE HEADER SHEARWALL NOTE: SW:i3/6 OR JOIST. ) C'� rn 3 PLY 9.5" LVL-2:/2) F 0') z F_ WALL FRAM Uj 0 S NG z W: 3/6 DESIGNATES SHEARWALL a NAILING - 8d @ 3 it GE AND 61) "FIELD" DO NOT SCALE DMENSIONS FROM CS18 STRAP w/ 10" THESE DRAWINGS.IF A DiMENSION IS END LENGTH. FASTEN UNCLEAR REFER TO THE SEE DETAIL_X ARCHITECTURAL DRAWINGS OR BEAM ABOVE SOLE PLATE ANCHOR SEE SCHEDULE ON THIS END w/ 9-10d. 1/so.i. SEE DETAILiT 1/sm. (3)MSTA24 (3)MSTA24 ON DETAIL 3/SO.O PLAN NAM7 (2)PLY-/ RESIDENCE C-0.5" LVL (2)PLY 9.25 LVL-2/2 SOLE PLATE ANC R SPACING SCHD DESIGN/DRAWN/CHECKED CS KM /LAP FIRST LEVEL WALL FRAMING PLAN ALL EXTERIOR WALL 421 0.C. DATE _Fj\-(2)MSTA2� (2)MSTA24-/ UNLESS OTHER NOTED 1 11.15.16 SCALE: 1/4" 1'-0" SHEARWALLS SCALE 2 O.C. (SW 8dO3-/6-) AS NOTED LPA No. SOLE PLT 0 JEN NOTED ON PLAN S NOTE 2 IIDE-16-00856 CONTROL No. 1. INSTALL SOLE PLATE ANJORS PER DETAIL 4181 3/SO.O SHEET 2. ANCHOR SPACING SHALL OE AS NOTED. FOR EXAMPLE - SOLE PLT 0 06" 36" OFFICE COPY ON-CENTER SPACING S101 SHEET 6 OF 10 SYMBOLS LEGEND F7m 11 2x6 SYP#2 LEDGER. 2x6 SYP#2 PLATE HTS16 DESIGNATES UPLIFT CONNECTION. FASTENED TO EA RAFTER FASTEN w/ (5)10d w/ (3)SDWC1 5600. 0 16 PIP 0.C. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING. SEE SHEET SO.O. A35 ANGLE @ 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. EA RAFTER 3, FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = PORCH CEILING SHEATHING 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* IMDE LUMBER, PLACE CLIPS 2 AT BOTTOM CHORD OF DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. MN I 2x6 SYP#2 ROOF SC 4�so. TRUSS SEE 2/S0.1. Lou Pontigo and RAFTERS @ 24" O.C. 50.)1 ) E Associates, Inc. <Sc�' TRUSS 2x4 BLOCKING. 2x6 SYP#2 CEILING '1 :1 41 A I A Z 420 Osceola Avenue D01 z FASTENING DETAILS FASTEN TO BEAML JOIST PAIRED w/ w/ (5)1 Od EA RAFTER L ax. 241-9557 FL:CA# 8344 SO CA#3579 2x— BLOCKING X \V X 0 P 0 \C*E 7 2x12 Z)Tt-#2 JOISTS @ SDWC1 5600 r5 ^2 SCREW N\lv 16" O.C. w/ LUS210 SO-O No.SP31 i % HANGER EA END BEAM 2xl 0 SYP#2 LEDGER 0 SEE PLAN SHEATH CCNT. THR S )F PORCH DETAIL INSTALLED OVER SHEATHING. A� SHEATH CONT. THRU '�,7/ LOWER ROOF TO 1ST $10 rl- FASTEN w/ (9)1 Od @ 24 STUD DIR LOWER ROOF TO 2ND— LEVEL BOTTOM PLATE. "000 0 '\�.2 O.C. (INTO TRUSS VERTICALS) TOP PLATE TO X BELOW TR LEVEL BOTTOM PLATE. \'.. �'Z SDWC15600 STUD SDWC15600 Luis A P o n t i S o, PE �E' STUD WALL, J. FL PE#53311 SEE PLAN. 14 BOTTOM PLATE TO TRUSS: TRUSS TIE DOWN WITH SIMPSON SDWC ........... —SDWC15600 @ EA TRUSS OSB BLOCKING REVISIONS DA-M PANEL BETWEEN Rafter to Top Plate shown CONT. SHEATHING TO BOT. OF TRUSSES. Truss to Top Plate similar FLOOR TRUSS. NAIL TO EA. FLOOR Optimal 22�* TRUSS w/2—ROWS OF 8d COMMON NAILS @ 41, O.C. 10, 0' 30! CONT. 2x4 NAILED TO EACH �RELD ALTERA-nON 0 0 CN %14 CONTRACTOR SHALL CONTACT LOU F0 A( 0 0 B",SO.1 STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO TRUSS w/2-12d COMMON LL LL LL �.L BELOW TR SS MAKING ANY STRUCTURAL FIELD NAILS Y2*MCX MODIFICATIONS WHICH MAY VARY 0 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 2x4 BLOCKING BOT, BEING APPROVED BY LOU PONTIGO a SDWC15600 TOP PLATE TO OF FLOOR TRUSS SIMPSON HTS16 STUD WALL, ASSOCIATES MAY RESULT IN SEE PLAN. STUD SDWC15600 ADDITIONAL ENGINEERING OR . ATTACH TO FLOOR TRUSS @ EACH FLOOR INSPECTION FEES. w/2-12d TOENAILS TRUSS 1. Sloped-roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. r2-NN TRUSS OUTRIGGER SECTION 2. Reference detail 4 for installation instructions. S1.2 SCALE: N.T.S. SIMPSON SDWC INSTALLATION RANGE N N V < z z 7: X x X I- F- I-- I- I- I-_ I It 1- a ILA_ a a FIZ N CN CNI 04 1'- (11 (1 EM < 0 F- I- I- I 1 0 SO-1 0 0 S1.1 71 f F STUD NOT DIRECT x BELOW TRUSS -04(16)) F05(4) cl: FO 1(5) SDWC15600 C -I--I I I.- I I ___j J'=N- . V) U. Reference detail 2a for installation angle limit SDWC INSTALLATION 00 N N IN (14 Rafter to Top Plate shown Cq C4 CNI (Truss to Top Plate similar) �11 -H JL H MI I I= N N N CNI BM1 N V V < < < STUD NOT DIREC TLY BELOW TRUSS Do not install SDWC in hatched area SDWC15600 OSB BLOCKING PER DETAIL 5E/SO. Overhon 1 1/2' MIN -9c. 2" MAX 1 2(6)j I RR(10) 11 Products LL U_ PlotlD Length Product Plies Net Qty L I I/ 1TRUS$i �O P TE: tQ1IVCn 5600 1 11 PIP SDWC INSTALLATION RANGE I V J I I I BM2 16-00-00 onCENTERO LVL 2.OE 1 3/4" x 1811 2 2 BM1 14-00-00 onCENTERO LVL 2.OE 1 3/4" x 1811 2 2 FLOOR AND 2xl 2 SYP#2 LEDGER. ROOF TRUSS Rafter or Truss Truss Connector Total List \--- FASTEN w/ (11)10d @ X** minimum edge distance for full Manuf Product Qty EA TRUSS values (with or --v PLACEMENT Splice may be in upper or without a plate splice) lower plate PLAN Simpson HTU26 33 xz' 6 LVL SYP#2 JOISTS @ Simpson THA422 26 (3)PLY 2x1 2 DO NOT SCALE DIMENSIONS FROM /V�/ \-16" O.C. W/ LUS210 THESE DRAWINGS.IF A DIMENSION IS 2)HTS1 6 UNCLEAR REFER TO THE HANGER EA END ARCHITECTURAL DRAWINGS OR A* from top plate M M splice Offset BELOW TRUSS PLAN NAME 2 X/ (2)1- TS1 6- RESIDENCE S1.2 DESIGN/DRAWN/CHECKED 2x6 SYP#2 LEDGER. FLOOR AND ROOF TRUSS PLACEMENT PLAN CS / KM /LAP FASTEN w/ (5)1 Od DATE SCALE: 1/4" 1'-0" @ 16" O.C. 11.15.16 PORCH CEILING SHEATF ING SDWC AT TOP PLATE SPLICE AT BOTTOM CHORD OF—/ \-2x6 SYP#2 ROOF SCALE NOTE: TRUSS SEE 2/S0.1. RAFTERS 0 24" O.C. AS NOTED 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND S1.2 LPA No. UPLIFT CONNECTOR, SEE PLAN. TIDE-16-00856 CONTROL No. 4181 SHEET OFFICE COPY Sle2 SHEET 7 OF10 SYMBOLS LEGEND =7 DESIGNATES SHEARWALL THE HIDDEN ------- LINE DESIGNATES SIDE OF WALL THE F7mMM I Sw, 3 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557 X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA#8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED ROD 00, PONpi,- TERMINATES AT FIRST FLOOR TOP ��s��-.a 41 a a 0, PLATE. SEE DETAIL 12/S0.1 0*010 E A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP No. 31 (95 PLATE, SEE DETAIL 12/SO.1 S OF SHEATH CONT. THRU SIMPSON HT75 SEE DETAIL15/S0.1 R SHEATH CONT. THRU LOWER ROOF TO 1 ST 4"000 LOWER ROOF TO 2ND:: LEVEL BOTTOM PLATE. NA LEVEL BOTTOM PLATE. SIMPSON DTT2Z SEE DETAIL15/S0.1 �W: 3/6 00 V) Luis A. Pontigo, PE (2)2x6-1/2� 0 (2)M-1/1� _ZJ3 --------- ------- SIMPSON LTT2DB SEE DETAIL15/S0.1 F L P E#5 3 3 11 r IL_ 12 LONG LIGHT GAUGE STRAP DATE 00 00 1:61 00 LSTA1 2 FASTEN TO TOP PLATE AND STUD (n V) (n 0 71 V) WITH 5-10d COMMONS L) 0 0 0 C14 N C%4 C14 0 11. WALL STUD SCHEDULE PROVIbE MIN. PLATE STUD SIZE 2x6 SPF#2 LOCATION (-9d )INTERMEDIATE (2)CS1 8 HEIGHT & SPACING P DST. STRAP TO go-in JACK�,STUDS. EXTERIOR 2x4 SPF#2 0 16" O.C. ---LOW wICS1 8. MAX TRUSS A01 A 0 VE EXTERIOR 10,-1 2x6 SPF#2 0 16" O.C. MAX 2x4 SPF#2 0 10 O.C. EXTERIOR 10,-1 To 2x6 SPF#2 0 16' O.C. 14,_00 FIELD ALTEPAMON -CS18 PROVIDE MIN. (2)INTERMEDIATE INTERIOR 10,-o" 2x4 SPF#2 0 16' O.C. CONTRACTOR SHALL CONTACT LOU MAX PONTIGO a ASSOCIATES PRIOR TO JACK STUDS. HEADER TO 00 12'-000 2x6 SPF#2 0 16' O.C. MAKING ANY STRUCTURAL FIELD 00 X INTERIOR MODIFICATIONS WHICH MAY VARY X JACKS w/ MSTA24. JACKS TO MAX 2x4 SPF#2 0 12' O.C. FROM THE INTENT OF THE ORIGINAL "n"n"'n N C14 Now& CONSTRUCTION DOCUMENTS.ANY C S1 8 WALL BELOW w/CS18. FIELD ALTERNATIONS MADE PRIOR TO L 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTK30 a ASSOCIATES MAY RESULT IN 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR STRAP HEADER_",_� CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. PER 7/S0.1 ARCHITECTURAL REQUIREMENTS. (2)CS1 8 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 00 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS q- STRAP HEADER TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. V) MINIMUM. SEE 3/tO.0 FOR ADDITIONAL ANCHORS AT PER 7/S0.1 SHEARWALLS COMBINED USE PANEL NOTES UZ)10 P ROVIDE MIN. (2)INTERMEDIATE CS18- JACK STLDS. HEADER TO _j N 1. EXTERIOR WALL SHEATHING SHALL BE CN _j CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 1-1 JACKS w/ MS__A24. JACKS TO < TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING WALL BELOW w/CS18. 0 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS > (0 X 04 < 2. SEE SHEET SO.0 FOR WALL SHEATHING CS1 8 J-% K) Of Of SPECIFICATIONS. FASTEN TOP OF WALL PER DETAIL 5/S0.1. 3. UPPER MOST TOP PLATE SUPPORTING ROOF -CS18 MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O fSVI: 3/6 F% CS18 get 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O �S18- STRAP HEADER VV LL1_ PER 7/S0.1 SH TH G. 0 GENERAL NOTES X TRUSS A08 ABOVE N L 1-1-1 N 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD TERMEDIATE PROVIDE MIN. (2)IN SIZES AND SPACING. AT GIRDERS AND BEAMS, JACK STUDS. HEADE'R TO JACKS PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER T X (_0 PLIES. w/ MSTA24. JACKS TO WALL X1 I X CS18- B LOW w/CS1 8. us 26-2 (3)2x6 SPF#2 2. SEE SHEET SO.0 FOR ROOF AND FLOOR CN POST. STRAP TO SHEATHING SPECIFICATIONS. I USC26-2 HANGER HANGER BELOW w/(3)CS1 8 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE ,KS L PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES r C)O C JD �Nx (_0 > 00> -CS18 T SS Al 1 ABO ff TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL _j 31SO.0 U 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 X 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT CN TERMINATE BETWEEN TRUSSES, SEE 5/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS1 8 STRAP w/ 1 On END LENGTH. FASTEN THIS END w/ 9-10d. CS1 8 WALL FRAMING CS18 @ BCTTOM OF STUD It 2nd FLOOR WHERE NO_'ED. SEE DETAIL X AT BOTTOK� RIGHT OF PAGE. X FDAMING 04 C%4 CS1 8 NO NAILS REQUIRED PLAN PROVIDE MIN. FLOOR IN CLEAR SPAN TRUSSES- ( ?)INTERMEDIATE OR JOI ST. JACK STUDS. 00 00 00 Do WALL FRAMING Uj V_ T_ z DO NOT SCALE DIMENSIONS RZOM V) 0 V) 0 0 `o>�q THESE DRAWINGS.IF A DIMENSION 5 0 0 0 0 63 UNCLEAR REFER TO THE CS18 STRAP w/ 10" ARCHITECTURAL DRAWINGS OR CONTACT THE E.D.R. END LENGTH. FASTEN S OR r-T TH (2)M-1/1) IS END W/ 9-10d. ILAN ((2)2x6 SW: 3�6 SW: 3/6 RESIDENCE SECOND LEVEL WALL FPAMING PLAN e. DESIGN/DRAWN/CHECKED STRAP WALL PER 2/S1.2 STRAP W�LL PER 8/S0.2, SIM. SCALE: 1/4 1 -0 .40 CS / KM /LAP DATE NOTE: 11.15.16 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND SCALE UPLIFT CONNECTOR, SEE PLAN. AS NOTED LPA No. 11DE-16-00856 CONTROL No. 4181 SHEET OFFICE COPY Sle3 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- E DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3* O.C. EDGE & 6* O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SL'JPPORT HEADER. Lou Pontigo and B--_AM OR TRUSS, SEE PLAN Associates, Inc. ANCF OR LEGEND 420 Osceola Avenue Jax. Beach,Florida 32250 A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557 X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP ON # *4111sNp 0 PLATE, SEE DETAIL 12/SO.1 00 Ekjp* A307 DIAMETER THREADED ROD % TERMINATES AT FIRST FLOOR TOP No. 331 PLATE, SEE DETAIL 12/SO.1 E OF IF F'SHEATH CONT. THRU SIMPSON HTT5 SEE DETAIL15/SO.1 %* SHEATH CONT. THRU LOWER ROOF TO 1 ST RVDfi`- ft, 6600"ONNINNN"** LOWER ROOF TO 2ND-\ LEVEL BOTTOM PLATE. jVAk_ P-4 LEVEL BOTTOM PLATE. SIMPSON DTT2Z SEE DETAIL15/S0.1 SW: 3/6 00 Lu V) is A. Pontigo, PE ( (2)2 -2x6-1/2) 0 C(2) X6-1/1 1=/3 --------- ---- SIMPSON LTT208 SEE DETAIL15/SO.1 FL PE#53311 DO 00 00 00 12* LONG LIGHT GAUGE STRAP DATE T_ T_ V_ T_ LSTA12 FASTEN TO TOP PLATE AND STUD V) V) V) V) (n WITH 5-10d COMMONS C) 0 0 C14 04 C14 C14 CN 0 1-' %-..* WALL STUD SCHEDULE PROVIDE MIN. 0- . PLATE STUD SIZE 142xG SPF#2 LOCATION (2)INTERMEDIATE (2)CS1 8- HEIGHT ING P DST. STRAP TO JACK STUDS. EXTERIOR 99-,0 2x4 SPF#2 0 16* O.C. MA"( I -LOW w/CS1 8. TRUSS A01 ABOVE EXTERIOR id'-.i 2x6 SPF#2 0 16" O.C. MA:( 2X4 SPF#2 0120 O.C. EXTERIOR 10'-' To 2x6 SPF#2 0 16" O.C. 14'- r7�IELD ALTERATION 10'- CONTRACTOR SHALL CONTACT LOU CS1 8 PROVIDE MIN. (2)INTERMEDIATE INTERIOR MAX 2x4 SPF#2 0 16* O.C. PONTIGO&ASSOCIATES PRIOR TO JACK STUDS HEADER TO 00 12'- 2x6 SPF#2 0 16" D.C. MAKING ANY STRUCTURAL FIELD 00 X INTERIOR MODIFICATIONS WHICH MAY VARY X 04 M A, 2x4 SPF#2 0 12" O.C. JACKS w/ MSTA24. JACKS TO- A 1 1% FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY C14 CS1 8 WALL BELOW w/CS18. FIELD ALTERNATIONS MADE PRIOR TO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONT60 a ASSOCIATES MAY RESULT IN STRAP HEADER 2-) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. PER 7/SO.l ARCHITECTURAL REQUIR;MENTS. (2)CS1 8- 3.) SPF DENOTES SPR CE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. r'c-1 0 1 /// 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 00 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS V_ STRAP HEADER TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. Cn MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 0 PER 7/SO.l I /I SHEARWALLS >< % I_- COMBINED USE PANEL NOTES V) %a-1)10 PROVIDE MIN. (2)INTERMEDIATE CS18- I JACK STUDS. HEADER TO 1. EXTERIOR WALL SHEATHING SHALL BE C'4 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST JACKS w/ MS__A24. JACKS TO---, < C/) TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING ORIN, SPLICE LOCATIONS FOR MULTI STORY CONDITIONS WALL BELOW w/CS18. 0 X < 2. SEE SHEET SO.0 FOR WALL SHEATHING of SPECIFICATIONS. FASTEN TOP OF WALL Ld PER DETAIL 5/S0.1. V) a_ 3. UPPER MOST TOP PLATE SUPPORTING ROOF CS1 8 MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O W: 3/6 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ---CS18 CS1 8 3/SO.O STRAP HEADER OSB /'-PER 7/SO.l SHEATHWG. X GENER.AL NOTES 10 04 T SS A08 ABO CS18--_ 00 %%.00 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. X SEE WALL STUD SCHEDULE THIS SHEET FOR STUD CNI PROVIDE MIN. 1-1 (2)2x6 SPF#2 SIZES AND SPACING. AT GIRDERS AND BEAMS, 04 /�f (2)INTERMEDIATE PRO\fIDE STUDS BELOW TO MATCH BEAM/GIRDER JACK STUDS. X1 Ix T, STRAP TO--,,--' PLIES. HUSC26-2-< (.0 (D I 1" BEL61V /Mccsi 8 1 CS'8- 2. SEE SHEET SO.0 FOR ROOF AND FLOOR I I-CS18 HANGER I C%4 A I I N% HU5C26-2 00 (3)2x6 SPF#2 SHEATHING SPECIFICATIONS. HA\GER 0 POST. STRAP TO 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE L/ BELOW w/(3)CS18 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O (3)2x6 SPF#2 IRTSS All ABOVE 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I"'fe r,-. 6 T R A R ILI I 3/SO.O =±j _T0 E_r' '1 5. AT SHEARWALLS, PROVIDE DIAPHRAGM w )C ATTACHMENT PER DETAIL 5/SO.1 X 04 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT e_1 04 TERMINATE BETWEEN TRUSSES, SEE 5/S0.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS18 STRAP W/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. CS1 8 CS18 @ BOTTOM OF STUD WALL FRAMING UJ ALTERNATIVE b WHERE NOTED. SEE DETAIL %LJ X AT BOTTOM RIGHT OF PAGE. X 2nd FLOOR CS1 8 NO NAILS REQUIRED FRAMING PROVIDE MIN. FLOOR IN CLEAR SPAN (2)INTERMEDIATE TRUSSES- OR JOI ST. PLAN JACK STUDS. 00 00 00 00 WALL FRAMING z DO NOT SCALE DIMENSIONS FROM 26 Lq THESE DRAWINGS.IF A DIMENSION IS V) V) V) C) C) 0 UNCLEAR REFER TO THE X ARCHITECTURAL DRAWINGS OR CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. (2)2x6-1/1 PLAN NAME C(2)2x6 1/3 SIN: 3/6 SW: ,3/6 RESIDENCE DESIGN/DRAWN/CHECKED CS / KM /LAP STRAP WALL PER 2-j./Sl.2 STRAP WALL PER 8/SO.2, SIM. All DATE 11.15.16 ALTERNATIVE SECOND LEVEL WALL FRAMING PLAN SCALE AS NOTED SCALE: 1/4" l'-O" LPA No. TIDE-16-00856 NOTE: CONTROL No. 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND 4181 UPLIFT CONNECTOR, SEE PLAN. SHEET OFFICE COmY sle4 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. F7mM is7 FRAMING PLAN NOTESs 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECMRS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 4, WHEN USING (2)H2.5T CLIPS ON 1'/2* WDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and 2x4 BLOCK. Associates, Inc. FASTEN TO TOP TRUSS PLATE w/ (2) A34. 420 Osceola Avenue FASTENING DETAILS jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ...... FL:CA# 8344 SC:CA#3579 LSTA12 @ 48" 2x4 BLOCK 0 48" O.C. P fAf 7��o E GABLE BLOCKING No.53311 E OF Rk 5 STUD DIRECTLY so. IBELOW TRUSS TOP PLATE TO SDWC 15600 STUD SDWC15600 N CY) '4� Luis A. Pontigo, PE X OR 0,11 41,0 A0 10 0%-. 1 01 I FL PE#53311 __3 —7) _'j _7) if TRUSS TIE DOWN WITH SIMPSON SDWC DATi"I �ISIONS GIRDER TRUSS Rafter to Top Plate shown Truss to Top Plate similar 0 j0': J03 SIMPSON VGT Optimal 22)� joi J0 10, 0' THREADED 30' ROD �FIELD ALTERA'nON 10; S��( (2)H TS1 6- \�(2)HTS`I 6 ON %I CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO AL02 4 S. IBELQW TRUSS MAKING ANY STRUCTURAL FIELD X*Max MODIFICATIONS WHICH MAY VARY X-,_SIMPSON FROM THE INTENT OF THE ORIGINAL I 11N 1 11 HDU4 CONSTRUCTION DOCUMENTS.ANY % , - FIELD ALTERNATIONS MADE PRIOR TO A 0%3 5 SDWC15600.- TOP PLATE TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN �-o STUD SOWC15600 ADDITIONAL ENGINEERING OR LJJ 64- GIRDER TRUSS CONNECTION INSPECTION FEES. LL_ < 2 1. Sloped—roof rafters may be sloped up to and including Z X Z LIJ Lij a 12:12 pitch and must be "birdsmouth" cut. _j F— F— �4 rue _j Z -AN Z < < F— F- 0 0 SIMPSON SDWC INSTALLATION RANGE z z z A06 0 U? U� V) V) _j I I C14 < C14 < z z LO < 1^2 UJ Ld F— < < 0 �SO.2) a- _j a_ 0 _J0 0 Lq 0 W F— 0 4< < V) L_ 7 RAFTER TAILS, U) SEE DETAIL 12/SO.2 aft: 1-- U) A06 l-_ U) STUD NOT DIRECTLY 0 0 a- BELOW TRUSS CL a. (2)HTS1 6 (2)HTS1 6 I(L a_ SDWC15600 ix 0 n- C) F— M t < -N A08 U11 Z �4 (Al Z Reference detail 2a for installation angle limit 0 5 0 ROOF TRUSS CONNECTOR LIST A09 HTU26 _HTUZ A10 SO.0 (0 (0 2x4 COLLAR TIE MANUF PRODUCT QTY SDWC INSTALLATION I >< X11 BELOW RIDGE ON N SIMPSON HTU26 25 1714% -FASTEN EA SIDE 1-rI A09 HTU26 e L HTUZU/ Aln 00 :'k H C21 %-0 IVP) Sk Rafter to Top Plate shown W/ (5)1 Od HANGER_N',� (Truss to Top Plate similar) lizi 1 17— MR SIMPSON VGT & SIMPSON VGT & N N Cq CN N SIMPSON HDU4 0 D I- I- I- P —SIMPSON HDU4 _17 STUD NOT DIRE SEE DETAIL 2/S1.4 SEE DETAIL 2/S1.4 �9L BELOW TRUSS Lij 6� no n a in hatched area 0 2x10 OVERFRAME RAFTERS V_ X SDWC15600 0 ML 0 24" O.C. W/ OVERFRAME LEDGER SEE 9/S0.1. MIN 1/2 ve ang 2" MAX 10 Al SDWC INSTALLATION RANGE K"1'�0 2N�' OVERFRAME RAFTERS SO-1 0 24" O.C. W/ OVERFRAME-, "OF TRUSS LEDGER SEE 9/S0.1. MU Rafter or Truss PLACEMENT 11 1 B02( 11 1 1 115) X"' minimum edge I— distance for full PLAN Li values (with or -----* Splice may be in upper or 0 without a plate lower plate d' splice) A 00 DO NOT SCALE DIMENSIONS FROM 04 C14 X 04 04 THESE DRAWINGS.IF A DIMENSION 15 1:P C-4 0 PU UNCLEAR REFER TO THE - X, 02 V from top plate ARCHITECTURAL DRAWINGS OR 1V I splice Offset NTACT THE E.O.R. or u va ues BELOW TRUSS PLAN NAME RESIDENCE 5 DESIGN/DRAWN/CHECKED SO.0 BLOCKING CKING CS / K P PER 1/S1.4 RIDGE TO S1.4 PER 1/S1.4 ROOF TRUSS �LACEMENT PLAN TRUSS DATE SCALE: 1/4" -_ 1 11-0" w/A35 SDWC AT TOP PLATE SPLICE 11.15.16 SCALE NOTE: AS NOTED LPA No. 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. TIDE-16-00856 CONTROL No. SHEET OFFICE COPY S105 SHEET 10 OF 10