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1762 ATLANTIC BEACH DR - STRU DRAWINGD x U., i DESIGN SPECIFICATIONS USP CONNECTORS W�t,IDow SILL SCHEDULE TYPICAL HEADER NAILING � : • 0.131X3" TOE NAILS PLATE SPLICEIn GN' CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT 2X6 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: ROUGH DROPPED HEAD MINIMUM END I DE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR FAST HERS FL# CODE TYPICAL STUD NAILING: l (1 MIN. SPLICE LENGTH 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS OPENING OR SILL PLATES FASTENER EACH END 0.131x3" END NAILS: g" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS ;FLORIDA BUILDING CO 1 CAR SYP SPF (2) ® 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 ® 12" O.C. STAGGERED. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 1E GN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): +22.9 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE USP A35 450 450 (9)1Odx1' 2" - _� (3) ® 2x6, < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (8'x7') -28'8 USP RT7 585 495 5 Sd EA. :ND (4) ® 2x8. gyp#2 SYP#2 DBL. HEADER, < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 10 USP RT8A 775 650 5 10dx1'/2 EA. END 4'-0" MIN. Lmm-1 ROOF FLOOR 2 CAR O TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21'8 USP MTW12 1195 860 (7)10dx1'/2 ' EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I��i Lou P o n t i g o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR , ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') -23'9 USP HTW20 1450 1245 (12)tOdx1 / " EA. END Associates, Inc. SEE 5/SO.O TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY HEADER ARCHED TRANSOM OPTION: 420 Osceola Avenue BOTTOM CHORD DEAD LOAD 5 psf _ _____ 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS206 1105 1105 '/2"0 ROD 0 FTG. 3. USE SYP#2 FOR ALL FASTENED w/ 3-0.131"x3" lax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER HEADERS I DROPPED HEADER EA. END TYPICAL. Ph. 242-0908 Fax.241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"� ROD TO FTG. I _ ____ SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA#3579 4. ALL WALLS SHALL BE I I PAST BLOCKING- WINDOW 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 s ______ ARCHED /e"0 ROD O FTG. BALLOON FRAMED FULL I I SYP 2 HEADER, ATTACHMENTS MUST WIND LOADING LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 S/8"0 ROD / (12)16d HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOM ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. 0 FASTEN LOWER STUD OPTION PER PLANS MIN. DEAD LOAD CONDITION , 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 '/8"0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT JACK AND CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, unll�e ` BOTTOM CHORD. REACTIONS CALCUL USP MSTAM24 1545 1455 (5)/,"x2-'/, TAPCONS :t`' ! OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR WINDOWS DOORS FASTENING TO THE WALL FRAMING IS THE 5.) FASTEN BOTTOM PLATE OF ® 12" O.C. WINDOW SILL SEE SEE PLAN zf� 1 �� �f> ,'�`�• � LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF / INTERIOR LOAD BEARING SCHEDULE �" �°°4 .A.�.°" WHEN COMBINED w DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET E TORS WALLS TO CONCRETE SLAB FULL HEIGHT ANCHOR r0;' \V E� •'•,Q('j s'y� BY 0.75 EN / AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONN CONNECTION EACH w/10d MASONRY CUT NAILS ® TYPICALLY " FULL PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING :° °O ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED END SCHEDULE WITHIN FLOOR SYSTEM AT ALL = No.71461 N =_ 66 BASIC WIND SPEED (ASCE 7-10 a o UPLIFT 0.131x3' TOE NAILS: IMPORTANCE FACTOR --------------- 1.00 �I`I� 'I` FOUNDATION PLAN ADDITIONAL RODS 0 6-0 O,C, (3) 0 2x4 UPPER LEVEL POSTS & JACK r-- _ CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS STUDS - _- MEAN ROOF HEIGHT ---------------- 20.0 FT a (4) ® 2x6, - ROOF PITCH ------------------- 7/12 I ' r o A35 450 450 12-8dx1/2" 10446.4 •L° STATE OF o (5 ® 2x8. SDWC15600 SCREW �€? �. II I BLOCKING ONLY REQUIRED SEE 8/SO.O BUILDING CATEGORY ---------------- a H2.5T 600 520 5-8d EA. EN 11478.3 AT SHEARWALLS AND PT. SYP#2 "%,moi`^ "'4 0 R 1�� EXPOSURE CATEGORY --------------- C �*DENOTES EDGE STRIP. RI STUCCO FINISH SOLE PLATE ENCLOSURE CLASSIFICATION ------------ENCLOSED a r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. ND 10456.6 SEE PLAN FORS D SIZE ?,J: 1 . INTERNAL PRESSURE COEFFICIENT I ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10dx1'/2" A. END 10456.3 AND O.C. PACING. ttttttt t+ A ---------- t .18 WALL SHEATHING o HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 I SEE DETAIL 1/SO.1 _ ° e �.' CONTINUOUS B FOR SPLICING °' °° •° FOUNDATION SEE PLAN `. .. . Christopher I S a b o u r i n PE �__ MSTA24 1765 1270 9-10d EA. E D 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS 12 111/2 ' MATERIAL SPECIFICATIONS �I`- WHERE POST IS ROVE. ® 8" O.C. ' 2 FL P E#714 61 �Y a'I`- I Fit- i-Y' 741.1 MSTA36 2050 1870 13-10d EA. .ND 13872.8WALL FRAMING AT WALL FRAMING AT MAXMINSOLE PLAT_ ANCHOR: 0 FLOOR SHEATHING, FROM SOLE SEE SCHEDULE �__ __ 18-1sd TO TRUSS/BEAM I PLATE CHANGE CONDITION RAISED HEADER CONDITIONHARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 8d G 3" SEE SPECIFICATIONANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 'Ia'I �I1-'/e"o ROD TO FTG. PLATE BREAK REVISIONS DATE ASTM A 307 OR ASTM F 1554 GRADE 36. \ ' 32-16d TO TRUSS/BEAM "Aj BUILDER MAY CHOOSE EITHER THE DROPPEDWASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERV ICE I WALL FRAMING AT HTT5 5250 4670 11496.2 r------- HEADER CONDITION OR RAISED HEADER CONDITIONNUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-3/e"0 ROD TO FTG. IDROPPED HEADER CONDITION I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-1od TO H ADER I IEXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I 50.0RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL M BE RESPONSIBLE 4-10d TO J IST I IFOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR )z"x6" SIMPSON TITEN HDSOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4" SEQUENCES; FOR THE ACTS OR OMISSIONS OF TH CONTRACTOR OR ANY 14-16d O EADER ---- -- -- w/3X3x0.229" WASHER SEELARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 HOLD DOWN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF6-16d TO J IST SCHEDULE FOR SPACING(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT s SYP#2 DBL. `SEE 5 S .0 SEE 1/SO.1 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 /e"o ROD E OXIED 6" MIN 10849.6 TOP PLATE /(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 S/e"o ROD E OXIED 6" MIN 10849.6 BUTT JOINT EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES BLOCKING ONLY REQUIRED 22REINFORgNG STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EP XY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHINGFIELD ALTERATION OU STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISHWELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d TO TUD/BEAM/POST SEE DETAIL 1/S0.1 CONTRACTOR STRUCTURALHALL R LDLTT20B 1675 1675 11496.3 FOR SPLICING - PONTIGO a Assocwl•es PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO FTG. OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FlELDSHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 BOUNDARY OF MODIFICATIONS WHICH MAY VARY ULUS E 1 900Xst BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT Yi" THREADED ROD 1' 0" 1)�" SHEATHING SEE GENERAL NOTES.MOD ( ) , FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED SEE SCHEDULE PT. SYP#2 X. MIN. ELD STRUCTIONALTERNATI NS MADEPRIORY FIELD ALTERNATIONS MADE PRIOR TO TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL BEING APPROVED BY LOU PONTIGO a GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS CONTINUOUS FOR SPACING EDGE RE BLOCKING RESULT INTO UPPER SOLE PLATE BREAKj INTERIOR BEARING WHERE REQUIRED BY ADDITIONAL ENGINEERING OR TOP PLATE WALL: SEE SCHEDULE EPDXY ANCHOR T1TEN HD GENERAL NOTES.FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD AND O.C. SPACING. WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE ROOF SHEATHING SPECIFICATIONS: RAISE N' FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGESSHINGLE- MIN. '/ie", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHI 14'-0" OF ROOF EDGE). 8d 0 3» SEE D ICS SEE DETAILS ANCHOR GENERAL NOTEON S1.09 ON S1.01 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DfSTANCEPLAN AND FASTEN TIL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & " O.0 FIELD,�AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF R00' EDGE). TITEN HD 42" 24" 3x3x0.229" 4" 2'r-- ---, r-- - - I- w/8d ® 3" O.C. EXAMPLE OF UNSUPPORTED METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. F (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" F ROOF EDGE). I 1 1 EPDXY 42" 24" 3x3x0.229" 4" 2' (UNBLOCKED) PANEL EDGE r i MAS 42" 24" N/A N/A N/A (TYPICAL)WAl SHEATHING SPECIFICATIONS • I INOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TOFLEXIBLE FINISH-MIN. 7/is", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Sd ® 6" O.C. EDGE AND 6" O.C. FIELD.-SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLAT_ TO UPPER TOP PLATE. I I I I I NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--_--- L--------J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. � � ROOF w STUCCO FINISH.-MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (UON) TRUSSES, OR (MASONRY SPECIFICATIONS: SINGLE ST Y MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION I FLOOR JOISTS. Uj Q MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 D Y COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE'3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"0 ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. RTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY 3E USED IN BRICK VENEER. STEEL WASHER MAY BE USED. TOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL $ SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING .� CONTRACTOR - CONCRETE MASONRY UNITS (CMU): 311.0 S0.0 SCALE: 3/4" = 1'-0" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). C06 S0.0 SCALE: 3/4" = 1'-0" 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'. U Z MASON Y STEMWALS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 11/2" USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFuR WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALLBE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING A SECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NA ROW OF .C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS 8" O.C. 0 Z n 1 S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. STAGGERED 3 PLY BEAM. a N @24" O.C. FASTEN SIMPSON 2x4 BLOCKING '. SDWC15600 CLAY MASONRY (BRICK): SEE ROOF BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING 2x4 MEMBERS: EACH END w/3-ILS . < w (1) ROW OF 10d TOENAILS _ PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS ® 4" O.C. ° CONCRETE SPECIFICATIONS: DETAILS TO TOP OF TRUSS AS SHOWN. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS AT 12" O.C. CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS AT HORIZONTAL JOINTS. `N 2 ROW OF D.C. STUD BELOW ��••// :J ROOF SHEATHING, SEE � � O r:FNERAI NnTES_ SPECIFICATIONS BELOW. (3) ROWS D.C. NAILS ® 4" .C. LOWER TOP ]a\-COMMONS 4-10d -- - HEEL ;Io 11-0.. AT 12" .C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES WALL INTERSECTION FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDITIONS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT W SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN oL OF CORNER FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5" (3)ROWS OF 63/4" z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON d TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ROOF ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 024"o.c FASTENERS 024"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, WNIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION BAR DIAMETERS DETAILS SHE THING MAY SDWC15600 CONDITIONS CONDITIONS TERMINATE AT SIMPSON SEE ROOF 3 PLY 4 PLY O CONCRETE SI ARS ON GRADE* SIMPSON FRAMING NOTES: O TOP OF DBL SDWC15600 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 TOP PLATE. DETAILS 14" LVL AND GREATER 2. DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE W000 FRAMING SPEGIFIGATIONS: `�" < HEEL < 1'-0" HEEL < 5" NOTES. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN 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 TH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION 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: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS STAINLESS STEEL. 2. H2.5T MAY BE SUBST( TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY AT TOP PLATE TO STUD, SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND PRE-ENC-INEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRUSS CONNECTION 7 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 BRACT JG PER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON 50.0 SD S0.0 DESIGN SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. �" KING STUD TO TOP PLATE: TRUSS TO PLATE: a ROOF COVERING SPEGIFlCATIONS: SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW V NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED v CRITERIA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHAD. COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY TOP PLATE TO HEADER FASTENING: AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S,REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1 14 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. W SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: V AND IyATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. �- GENERAL THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND AB REVIATIONS PLATE TO HEADER: NOTES STUDS SEE PLAN KING & JACK SDWC SCREW O STUDS SEE PLAN _ MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BF,G. MAX. SPAN ® INTERIOR LOAD BEARING WALL ® g ILT-UP POST IN THE WALL (2)124 TOE HEAD OR SILL DO NOT SCALE DIMENSIONS FROM TYPE TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. 4» 6'-0" GABLE X-BRACE, SEE DETAIL LQ/S0.1 NAILS E.E. PLATES SEE THESE DRAWINGS.IF A DIMENSION IS SCHEDULE HEAD QR SILL 2X6 WALL ^ UNCLEAR REFER TO THE > > , (MIN) PLATES SEE TRUSS TO ` ` ARCHITECTURAL DRAWINGS OR L3/z x3/2x/4 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3'/2"x'/4 6" 8'-0" (2)2x8-1/ HEADER SIZE, JACK AND KING STUD SCHEDULE PLAW:DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS -- _ DESIGNATES SHEARWALL. THE QUANTITY. HgAD OR SILL KING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH. SCIOW SDWC CONTACT THE E.O.R. L5x3'/2"x'/4 6" 10'-0" __=-- HIDDEN LINE DESIGNATES SIDE OF SCI�W RIM ,JOIST TO TOP PLATE TOE NAIL (8d ® 6`) GUN NAIL 6" - WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1)¢" ROUGH OPN'G, SEE ARCH. L6x3'/2"x'/4 6" 12'-0" -NAILING:NG: TO BE APPLIED. 8d o 3/6 SCHEDULE NAILS EACH END. STRAP Q .= Z KING STUD TO BOTTOM PLATE � � � Pl�1N NAME DESIGNATES 8d COMMONS 0 3" ATTACHMENT CAN BE INTERIOR OR O_ ANNA MAR►A - COASTAL CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L7x3'/ "x'/ 6" t6'-0" 8d®3" 6" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. 2 E DESIGN/DRAWN/CHECKED 2 4 FlELD» SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS • CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT FOLLOWING: GABLE ENDS OR PLATE TO HEADER: Q CS KM LAP ADJ - ADJACENT LG - Lolg JACK TRUSSES LESS SDWC SCREW D 9 Q RESISTANT COATING OF EPDXY BASED I=mo VENEER BM - BEAM MANUF Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 24" O.C. V U Q DATE JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. II I WALLS 2X4 WALL W Q 08.03.17 WEATHER BOT - BOTTOM MONO - Monolithic THAN 3'-6" RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On center HEADER FASTENING SE 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO I� SCALE I DBL - DOUBLE PERP - erpendicular � tL N ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. t' DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW: AS NOTED PROVIDE A ' " ,m,,,f LINTEL EA - EACH PSF - P unds per Square Foot '` / INTO HEADER PR / CS18 STRAP W 6-10DX11�" W LPA No. CONT.:HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. ® EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - P unds per Square Inch ' _= SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED NAILS EACH END. STRAP ATTACHMENT CAN 51 CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. � O W W +~ TOLL-17-00613 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Qu ck Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: W �• W = G CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce PER SCHEDULE w/8-10d COMMONS GABLE ENDS OR F� 4286 FLASHING FBC - FLORIDA BUILDING CODE SF - Sq fare Foot LOCATED WITHIN 6" OF STUD AT LOWER LEVEL HEADERS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d ® 16") GUN NAIL ® 8" TIES @ 12" O.C.. (FOR 11Omph HEADER, FDC - FOUNDATION SPF -Sp uce Pine Fur PACK. OMIT IF SHEARWALL € UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS V NJ w W SHEET WIND-ZONE VERT. TIES 0 16 O.C.). SEE PLAN HOLD DOWN IS SPECIFIED AGLE STORY MULTI STORY THAN 8' OR OPENINGS LESS �y�j SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine (STACKED WINDOWS) THAN 3'-6" Ij 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 3 SEE SCHEDULE FTG - FOOTING THRU - Through LL1I (UNSTACKED WINDOWS SOD 12" OF OPENINGS. PROVIDE/s»0 WEEP HDR - HEADER TYP - Typical 8 TYPICAL HEADER SCRAPPING 2"x0.113"0 = 6d 2'/2"x0.131"0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL LION - nless Otherwise Noted 3"x0.148"0 = 10d 3'/2"x0.162"O = 16d FLASHING. OF BRICK`LINTEL LBS - POUNDS VERT - ertical S0.0 11/2.%o.148"0 = 10dx1'/2" 11/2"x0.131"0 = 8dx1'/2" WWF - Welded Wire Fabric SHEET 1 OF 9 �1. j I 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 STUD WALL FRAMING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS i W/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.C. AT SHEATHING EDGE 6" 1 BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER PLATE , BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. AT SHEARWALLS AND I � Lou P o n t i o a n d TRUSS. ATTACH AT EACH WALL P RCH SHEATHING, � i Associates, Inc. STUCCO TNI \S--E SPECIFICATIONS �� I ..I PORCH STUD w/ 3-16 NAILS AT EA. 5-8d COM 0 -IF EACH SIDE B LOW �� I _ •.I HEADER, FRAMING INTERSECTION. (MIN. OF 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 8" O.C. I •°' SEE PLAN. 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue 0 8" O.C. SHEATHING SPLICE 24" O.C. BETWEEN OUTER WALL HEADER & SUPPORT FULL HEIGHT Jax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. �(2)MSTA24 ANCHOR OR DTT2Z CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS MIN. (2)2x4 WOOD PERPENDICULAR TRUSS Ph.242-0908 Fax.241-9557 CONT. RIBBON HOLD DOWN AT FL: CA# 8344 SC:CA#3579 BOARD (TYP) • BOARD (TYP) I 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. DETAIL B EACH SIDE FLOOR OPTION A TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: STUD WALL FRAMING OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 SHEATHING SPLICE DIAGONAL 10dx13¢" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 FASTEN EA. 10dx1Y2" EA. END / _ w/ 2x SOLID BLOCKING � LSTA12 FOLDED OVER TOP AT SHEATHING EDGER:+a DOUBLE TOP PLATE 8d COMMON WIRE NAILS r �``f• �4" OSB or PLYWOOD ( PLATE w/5-10d NAILS i a " ° ; "' •,t�' y� t E �F. ns• v ' B INTO TOP PLATE & 5-10d � „• END w � PORCH. CONTINUOUS OVER TO BLOCKING • 3" O.C. � �' IN 3-10d COMMONS _ g" NAILS INTO BEAM. SPACE °• :, RIM BOARD Ya" -- ---- "' PORCH HEADER, SLAB--\ HEADER / \ °+ ' SHORTER THAN SEE PLAN TS16 MAX 0 48" O.C. OMIT IF WALL = . NO. 1 ` WALL FRAMINGFRAMING-/ I FLOOR SYSTEM. ALIGN CEILING TRAPS WALL , WALL FRAMING ROOF TRUSS J N VERTICAL JOINTS WITH LINE MSTA24 " ROD SHEATHING IS INSTALLED ' STRAPS EPDXIED 6" MIN ° ON FACE OF BEAM OR \\ 7 c SHEATHING SPLICE WALL SHEATHING ° - i�FOR ° ^� JOINTS INSTALL FLOOR TO p PLAN VIEW OF ELEVATION VIEW OF .. TRUSS CONNECTION � STA F � FLOOR STRAPPING PER 8-GUN SEE DETAIL B ABO o BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 PORCH HEADER PORCH HEADER °° Y °® iC` ��.� 111 NAILS CONTINUOUS 2x6 SYP#2 ,� 1 AT SHEARWALLS AND EACH SIDE AT POST AIL FULL HEIGHT LEDGER FASTEN WITH �:,fa^° ••..,, STUCCO FINISH OF SPLICE "" OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. ;,.'• O0 N �_ OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD �f's°:uste,smr++��+`°�``� '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION 8 TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/e" (OR GREATS ) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A Christopher J S a b o u r i n P E 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL AD). TO ROOF CONNECTION 07E0 SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS ROOF TRUSS. ❑ 23001bs PROVIDE CRIPPLE STUDS SYP#2 2x4 NAILER FASTENED TO TRUSS �Q DIRECTLY BENEATH TRUSS FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. R00 I I - -_-----_ I I I V - ----_�I 2-SIMPSON H2.5T. A B A B CONTRACTORITERATION ROOF BOT. CHORD w 0.131x3 0 3 O.C. A FIELD it 2x4 SYP#2 CATS AT 12" ROOF TRUSS. _ _ O.C. FASTENED TO TOP SHEATHING FASTENED TO ' II II (( II MODIFlCASHALLCONTACTLOU TRUSS SDWC 15600 11'/4" MAKING ANY STRUCTURAL FIELD PLATE w/ 4-0.131x3" 0 32 O.C. _______ __________ ASSOCIATES PRIOR TO IONS WHICH MAY VARY MAX. TOP PLATE w 10d 0 3" O.C. db 0 CONSTRUCTION DOCUMENTS.ANY COMMON. / SCREWS FROM THE INTENT OF THE ORIGINAL 16" MAX. SHEARWALL MKII FIELD ALTERNATIONS MADE PRIOR TO OSB WALL B D D D D BEING APPROVED BY LOU PONTIGO& FASTEN CATS EACH END w/7� 2x SYP#2 CONT. ATTACH SHEATHING B C C 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS C ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR w/ 0.131x3" C� 3" O.C. EDGE OF INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL C C SHEARWALL OR SHEARWALL EXTERIOR WALL S 8d®3�� 6" SW 8d@3"/6" ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G P R T "NEAR WALL SEGMENTED SHEARWALL STRAP KING POST 1TO 6 STRAP KING POST TO POST BELOW WITH 2-CS16 A TO LOW STUDS A UPPER In LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 - ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/,a" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. SW $dO3 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d TRUSS. _ - - - FLOOR END STUDS TO FOUNDATION ENO STUDS TO FOUNDATIONL9 0 3" O.C. FASTEN TO TOP SPF#2 CONTINUOUS TRUSS. ' LEDGER FASTENED SW Sd03 6: HTT,�S OR HDU5 SW 8d03/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HEADER UP C £CTION PLATE w/ (2) ROWS �/�6" OSB TRUSS WEBS WITH © -PLAANCHORS SOLE PLATE ANCHORS CONNECTION CONNECTION U OF 8d 0 3" O.C. ' BLOCKING ,I w/3-0.131x3" T SEE SCHEDULE N DETAIL 3/S0.0 SEE SCHEDULE ON DETAIL 3/S0.0 CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR ( n PANEL ' FLOOR COMMON. _ 1 AT ROOF TRUSS, J 2x4 SPF FRAMING C NTRACTOR MAY SHEARWALL NOTES A H2.5T ® 32" O.C. TOP & BOT A LS18 ® 32" O.C. , I SYP#2 2x4 NAILER FASTENED ALL AROUND �++ C OOSE A,B,C,D, OR G. 1. PROVIDE 346" OSB SHEA,H NG T}i 8d COMMONS 0 3" O.C_ AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ I 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT L� PA E11-1.EDGES. C 1 MSTA24 STRAPS '`'_ C W Q (2) ROWS 0.131x3" 0 3" O.C. 3.. 1x3" NAILS 0 6" O.C. I, O.C. FASTENED TO TOP 2 USE ALTERNATE A. O (1)CS16 STRAPS INTERIOR ,I PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 S'I\iD EA END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN SW-2 SHEARWALL 1' COMMON. E DING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEARWALL OR L45-16d�OMLS BUSSES. (TYPICAL) EXTERIOR WALL 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE D ALTERNATE E ALTERNATE F 3. USE ALTERNATE W RUSS U } ��c F.: � -� a 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 �. -, j� ,.u��wwi_ i 5 SHEARWALL ATTACHMENT AT ROOF £z FLOOR 6 TYPICAL S EARWALL ELEVATION ,NILE 7 HEADER TIE DOWN S0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. O1T� S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN - Q S0.1 0 W 8d COMMON NAILS 4-12d T MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NATES AND S DECIFICATIANS V J ROOF NAILS (T .) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING AT 3" O.C.(TYP) TRUSS �. 0 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENARS OUTLOOKER TO TRUSS. (LION) Q AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER w/ 4-12d NAILS AT EACH RAFTER. 2.)BRACING LUMBER SHALL INTERSECT ROOF SHEATHING COMMONS (4) TRUSSES APPLIED II THE WEB OF THE BRACED TRUSS, PER \ OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. LI' DELEGATED TRUSS ENGINEER. \' 3: `\ 2X6 I f 3.)PERMANENT PERMANENT BRACING O �- ROOF TRUSS-/ ROOF TRUSS ANGLE BRACING APPLIED TO I'I WHERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. I,I DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS II PROVIDE 1x4 SYP#3 OR BETTER W TO EACH STUD, PER ATTACH TO EACH STUD, l AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO I•I BOTTOM CHORD BRACING rril SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WEB w/ 12d 0 6"O.C. IL PERPENDICULAR TO TRUSS BOTTOM BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. RAFTER LENGTH LENGTHS > 8'-0". T-BRACE 'TO BE THE CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS ° SAME SIZE, SPECIES, I•I TRUS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 OR CS16 DIRECTLY 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS O VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6' ON-CENTER BLE BRACE. FASTEN EACH REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. CONTINUOUS LATERAL BRACING, SEE I•I (A END WALLS PROVIDE DIAGONALS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 0 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"0x6" SDS SCREWS I D W/ 3-10d TOENAILS I I (APPROXIMATELY 45%) R THE LOCATION. IE MORE THAN 1 LATERAL / � 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE ADJACENT EXTERIOR PERPENDICULAR U 127 -1 2 0 2x10 / 10-0.131x3"1x3" LOCK TO DBL TOP WALL BETWEEN EACH LINE N BRACING 1540-1850 2x12 w/ 12-0.131x3" T W/ 2-H2.5T AS SHOWN. I I TO FORMA ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT tO MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 31x3" TOE NAILS 0 8"O.C_ THE LEDGER IS BEING USED TO ATTACH THE ADJACENT OM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO ROOF DECK. USE I 2x6 LEDGER PER NAILING SCHEDULE DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d BETWEEN THE WALL AND THE FIRST X-BRACE w/ 2-16d INTO BOTTOM LSTA12 0 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL MAXIMUM SPACING OF 20 FEET. 8 LEDGER CONNECTION WHEN 9 DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEA HIND 0 3s" O.C. OMIT 1 11 PERMANENT TRUSS BRACING SHEATHING OVERLAPS GABLE 12" MIN FRAMING OIED SO 1 TRUSS TO LEDGER CONNECTION BY TRUSS 01E0 S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. So.1 TOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS D ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS F I C E COPY kA FULL HEIGHT To SISTER A TO SISTER A OR BEAM GIRDER TRuDf WASHER PLAN IXI MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM is a ANCHORING SPECIFICATIONS (1)MSTA STRAPS STUD FASTEN w/12- FASTEN w/12- O O /- V V_ _ FO OVER PLATE-\\ (2)MSTA24 STRAPS 0.131x3" GUN 0.131x3" GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN 18-10d FOLD OVER TOP PLATE SIMPSON HTT5 EN NAILS (2)MTS12 SOLE DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN (2)MTS12 FULL HT. T0. OP pL,q� ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26A -10d COM ONS UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I SIMPSON DTT2Z DO NOT SCALE DIMENSIONS FROM CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE " THESE DRAWINGS.IF A DIMENSION IS DOUBLE TOP w/g_ y4 x1y2" PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x X" STEEL WASHER. I UNCLEAR REFER TO THE WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 I SDS SCREWS QA OR POST. , THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " -LACE HEIGHT I o SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR MINIMUM 2 PLY LTT20B THREADED ROD (2)H2.5T (2)H2.5T CONTACT THE E.O.R. FULL HEIGHT " ROD INSTALLATION. AT ALL PLATE PENETRATIONS, ROD STUD I THREADED ROD PROVIDE A HOLE w THE PLATE J4" LARGER THAN rH I MINIMUM .•.• Y2" THREADED ROD WITHIN 6" OF MINIMUM PLAN NAME DIAMETER OF THE THREADED ROD USED. WHILE 2 PLY EPDXIED 4" MIN OR GIRDER SEE PLAN SEE PLAN ELEVATION TURN TITEN HD j AT 2ND STORY " THREADED ( ) 2 PLY AT 2ND STORY SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT I STUD Y2x6" TITEN HD STUD STUDS PROVIDE STUDS PROVIDE ROD EPDXIED ANNA MARIA - COASTAL AO (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE I 1 CS18 STRAPS 7.5" MIN Yz" THREADED ROD 2 CS18 STRAPS STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 © FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED , AT BASE OF STUD `°•° EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED (OPTIONAL, LOCATE ANCHOR SIMPSON TITEN HD ROD COUPLER J�x6" TITEN HD (FLOOR TO FLOOR) CS KM LAP AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE I (FLOOR TO FLOOR) AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO " RODS - THD37634RC ( "xs�'4") MINIMUM AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ! 2 PLY HOLD DOWN SEE PLA DATE STUD 08.03.17 THE NUT A90VE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z �6" ROD = DTT2Z k FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OM THE WASHER TO A SNUG-TIGHT / - " ROD = HTT5 SCALE FLOOR OONDITION PLUS ONE-HALF TURN OF A STANDARD w B Ya"x1)�" HTT5 FRAMING q C DO E F WRE 1� (APPROXIMATELY 30�OF �' SDS SCREWS BUILT-UP P POST, BUILT-UP P POST, THREADED i SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRAOToRS SHALL RE-TIGHTEN NUT M 30 LPA No. THREADED ROD - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT,-LOS. OF TORQUE AFTER ALL TRADES ARE SEE PLAN PER PLAN. 3/8 '/Z"0 '/2"0 2x2x'/8" 4" 4" 2" 3" �TE � F"OR M IN�A�. TOLL-17-00613 EMBEDMENT 5/8 3'4"0 3/i"0 3x3x'/4" 7.5" 12" 2Y2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE I HTT5 or HDU5 DTT2Z LTT20B CONTROL No. DRILLED & EPDXY ANCHORED. SEE INSTALLATION R ALTERNATE FOR OPTION 1 OPTION 2 DE TH EQ MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE R A FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL 4286 HEIGHT FULL HEIGHT ANCHORREQUIREMENTS SHEET WALL SECTION THREADED ROD INSTALLATION CHART 3 " FULL HEIGHT ROD ALTERNATE 1z FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT 14{ FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER./ BEAM STRAPPING SOA S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 so. ALTERNATE S0.1 OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET Z OF Q I OVERLAP SIDEWALL OVERLAP SIDEWALL _ TOP PLATE �TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE ALWA TOP PLATE YS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING GARAGE 5/e"0 THREADED ROD „ . , - HEADER 'M" w/3x3x'/4" PLATE I . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . _ . . . . . . . .� _ _ _ _ . . . _ ' . . . HTT5 w/ HEADER AT PACK WITH 2-ROWS OF 16d HTT5 W/ TOP OF ROUGH " THREADED ROD 1'/s" 5P" THREADED ROD Lou P o n t i g o a n d RING SHANK NAILS ® 12" O.C. EPDXIED 12" MAX o EPDXIED 12" Associates, Inc. 2)20ga STRAPS OPENING o HEADER TO JACK ATTACH GARAGE DOOR THRU [EXTEND HEADER TO EXTEND HEADER TO 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) 420 Osceola Avenue FAR SIDE OF WALL UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 6x6 POST AS SHOWN. H3 0 EA. 2x4 OUTLOOKER (2)2x6 KING STUDS HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 SPF#2/ AS SHOWN. o o 0 JTLOOKER AT 24" o.c. NOTE® Jax. Beach, Florida 32250 6 6 6 PLACE GABLE END TRUSS (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS 6 6 6 6 4'-0"x4'-0" PIECE OF WALL TO THE INT. FACE OF Ph. 242-0908 Fax. 241-9557 EPDXIED 12" AND (1) 4'-0"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER ROOF BALLOON FRAMED WALL FL:CA# 8344 SC:CA#3579 o STUD SPACING, SEE AND FASTEN TRUSS TOP KING. SHEATING INSTALL AT UPPER SHEATHING HTT5 w/ HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER FRAMING PLAN Q$ AND BOTTOM CHORDS TO CORNER 1" BELOW GARAGE HEADER V" THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A SCHEDULE. BALLOON FRAMED WALL 2 2x STUD CORNER THREADED ROD DETAIL A 5-12d TOE ( ) " o o ON EXTERIOR STUD (TRIMED AS EPDXIED 12" AND (1) SHOWN) NAILS EACH STUDS w/ 2-0.131X3" EPDXIED 12" KING. 2x4 BLOCKING EN NAILS AT EA. STUD. a s a a a a r� SHOWN) 48" O.C. BETWEEN TRUSS tlj«11et11e{ P.T. SOLE PLATE LJ FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST FASTEN SHEATING TO HEADER w/ 8d COMMON QS. GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. " �5 'T\ GARAGE SOLE PLATE HTT5 w/ HTT5 w/ FASTEN GABLE END �', k � F P Y•• 'frr fe FLOOR IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT. � ' °'ANCHOR " THREADED ROD " THREADED ROD EPDXIED 12" EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. ANCHOR EA. ENDSOL PLATE ANCHOR `..e GARAGE WING WALL SECTION a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS C.j No.7 o THICKENED SLAB EDGE - ' 4 AT GARAGE OPENING. e t * o --- - - - --- .-__ r .. . : 5/a"o THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN . 6x6 AT WITH ABU66 w/ /e" THREADED ROD STAT F °a a, NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. EPDXIED 12" MIN. ����� o 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. •.• 00 N AIL CONVENTIONAL SW 44, Q1 GARAGE WING WALL ELEVATION ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR Christopher J Sabourin PE REQUIRED. FL PE#71461 REVISIONS DATE 1 GARAGE HEADER FRAMING WHEN 2 GARAGE PORTAL WING WALL WHEN 3 GARAGE WING WALL FRAMING LESS THAN 12" 4 BALLOON FRAMED GABLE END 07ED SO 2 OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2,1 SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. PORCH BEAM SUPPORT POST JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, 2x4 P.T. SYP No.2 AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. BLOCKING/CLOSURE FASTEN MIN. (2)2x4 PT SYP #2 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, WALL w/ 3-12d TOE NAILS. RIP USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE-ENGINEEREDNMMON 3�0• DOWN TO REQUIRED DEPTHFIELD ALTERATION RATED WALL SHEATHING w/ 12" MIN. WOOD ROOF TRUSSES.ATTACH PORCH BEAM TO CS18 w 7-1 dXl CONTRACTOR SHALL CONTACT LOU Y4"x X" 8d 0 6" O.C. EDGE & FIELD. } / � \ PONTIGO&ASSOCIATES PRIOR TO PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT206 i SUPPORT POST w/ (2)HTS20. EACH END 48' \ MAKING ANY STRUCTURAL FIELD RECESSED IN SLAB ° f 0 4" O.C. \ MODIFICATIONS WHICH MAY VARY SCREW O.C. STRAP AN B STAGGERED \ • FROM THE INTENT OF THE ORIGINAL w/Yz" THREADED ATTACH SUPPORT POST TO INSTALLED ETHER Mfr ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OF STUD Z I CS18 w/7-10dx1X2" y FIELD ALTERNATISTRUCTIONONS NS MADE PRIORY ANCHOR w/ 5/9"Ox6" EMBED EPDXY ROD. J.O.N. � EACH END ® 48" FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN O.C. STRAP CAN BE ADDITIONAL ENGINEERING OR CONNECTOR I CONC. CONC. SYP#2 PT SOLE PLATE BOX COLUMN I i�INSTALLED EITHER NSPECTION FEES. UPLIFT SLAB SLAB FACE OF STUD MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d 0 3" FLOOR WATER PROOFING AT TRUSSES TRUSSES TRUSSES I DOUBLE ELEVATION VIEW ELEVATION VIEWLOWER PORTION OF OR JOIST. OR JO',�T. OR JOIST. I TOP PLATE BOX COLUMN BY BUILDER I IF PT MATERIAL IS NOT USED. $ „s OPTION A OPTION B BEAM SEE i Z OPTION A OPTION BOVERLAP PLAN STRAPPING SHEATHINGt � OPTION C V wlDROPPED BEAM U _ ioN 5 FRONT ENTRY )AMB FASTENING 6 BOX COLUMN DETAIL WHEN 7 WALL STRAPPING OVE !`BEAM s RAFTER TAIL DETIAL 3 S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. 0 S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. Lu Uj O KING STUD TO TOP PLATE: SDWC15M SCREW. ' r ' W Wi 0 1 0 4 0 Z 7 U Z STUD TO _ SDWC15600 S W. 0 32" C. STUD TO TOP PLATE: STUD TO TOP PLATE: SDWC15600 SCREW. SDWC15600 SCREW. O Z 0 32" O.C. 0 32 O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: r/ ' W BOT PLATE TO iffiss SDWC15600 SCREW. HEADER TO JACK STUD: Y4 x3X� LAG SCREW 0 32" O.C. EACH A R ND WASHER 1-MSTA24 V J AT EACH FLOOR TI�11SS BOT PLATE TO FRAMING BOT PLATE TO FRAMING W BELOW CS180 32" O.C. BELOW CS180 32" O.C. STUD TO BOT PLATE: TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4%M LAG SCW 0 32" O.C. WITH R ND WAS 24" O O J U TRUSS OR BEAM PARALLEL TO WALL ABOVE wHo�, s WALL STRAPPING DETAIL gWTHIS ALL STRAPPING TAIL EN 11 WALL STRAPPING DETAIL 7ED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN DETAIL ONLY APPLIES WHE NOTED ON PLAN 1E0 S THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ( (ANNA MARIA - COASTAL DESIGN/DRAWN/CHECKED CS KM LAP DATE 08.03.17 SCALE AS NOTED LPA No. TOLL-17-00613 CONTROL No. 4286 SHEET OFFICE COPY - � S0.2 SHEET 3 OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT UNE INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 No.7 61 N 74'-0„ 4'-0" -- - • O _ STAT " _ .. . _.._ 01 4 i!a S1.01 S1.01 - - - - - - - - - - - - _ - Christopher J Sabourin PE ------ __.....__..__.._. --___- M--_--_ T-1 FL P E#714 61 REVISIONS DATE 713 � i 00 S1.01 �v I I 16'-9" 6'-0" 4,-2„ ,_8» _1 11'-1" x I 1 - FIELD ALTERATION CO I a r I 1 S1.01 CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PRIOR TO MODIFICATIONS WHICH MAY VARY I K ANY STRUCTURAL FIELD _ SAWCU T FROM THE INTENT OF THE ORIGINAL - -I- - - - - - - I CONSTRUCTION DOCUMENTS.ANY II FIELD ALTERNATIONS MADE PRIOR TO ? I I BEING APPROVED PP ASSOCBY LOU IATES RESULT I O$ I- JJ C) ADDITIONAL ENGINEERING OR MONO FOOTING TO _ -- - I 6 I I I 3 INSPECTION FEES. j LL w/ 2-#5x30" I 6 S1.01 a I I Q { > ' EPDXIED 6" MIN. `� ) S1.01 OOJ S1.o1 _1 - - - - 17 - - l_ - - ---- __ - - - - i --=__---- y. 1 Y `- � f- STAIRS BY f-� O ;, i= � BUILDER 3 I I r - - +- I I---- MONO FOOTING TO i i ty ISOLATED FOOTING s 4 3 I 108 S1.01 1 x SEE DETAIL 51.01 I STEMWALL w/ r j V 1 X 4'-0» I 11/S1.01 El� _1- II 2-#5x30" DOWELS s1.o1 _ - F .0 s1.0, = 1 .,M 6 I ' I _ 1 r - - - - - - - - - - - __ '� q EPDXIED 6 MIN. W > It 0 0 1 _ --- - - - - - - 1 r : Uj 0 2 � - - - - - I 11 ,_4» 16 _0 F2. 4 CONCRETE SLAB w - -- I FIi3ERMESH 0 1.5 LBS/CU.YD. 6 1 1 I 9'-0" 2'-0" � �••�•+ 1 o I OF CONCRETE OR 6x6 W1.4xW1.4 S1.o1 S1.o1 vL 00 � 4 WWF ON 6MIL VAPOR BARRIER � j 7 : Z IN PREPARED GRADE. - ;=N; ; �r I SIM. _ _ " 8 1 , cV STAIRS BY n S1.01 j o' 9 I BUILDER o O z 11 PROVOE SAW CUTS PER 1'-8 S1.01 I co S1901 5/S1.01, BUILDER TO 4' 2" '-1" 7'-0" I LO W I I COORDINATE WITH FINISH 1 '-0" I oo DO I I FLOOR MATERIAL. J �� I :D I SLIDING GLASS DOOR r ! I FRAMES MUST BE RECESSED I I PROVIDE 2-#4x4'-0" SEE ARCHITECTURAL PLANS �_ I CORNER CRACK BARS I I PAVERS PAVERS __! FOR LOCATION OF SLIDING ( AT SLAB MID-DEPTH. i BY OTHERS I 1 `t W BY OTHERS �_ �7 ( I III 9 1 GLASS DOORS. - � Z I I 11; 16 I I N 2 c� _ I I 7_ 1 -1 N 1 o0 1 I 2 iI, I MONO FOOTING TO I 1 MONO FOOTING TO I I I O I i'! STEMWALL w/ 2 #5x30" I STEMWALL w/ 2-#5x30" 1 i 9 I \ O 9 i - I DOWELS EPDXIED 6" MIN. _ _ _ I DOWELS EPDXIED 6" MIN. I J 1 S1.01 _- I S1.01 I _ - - - - h`�� - - - - - I 1 _ - � I V - - - - - - - - - - - - (to)ii - - - - - - - - - ., I=1V -`v; _ r=' 4' ,mac 001 1 8" ^lYl/ 51.01 7'-4" 8" 79,_0„ FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR `� CONTACT THE E.O.R. FOOTING SCHEDULE AND NOTES FOUNDATION PLA PLAN NAME SCALE: 1/4" = l'-O" ANNA MARIA - COASTAL DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KM LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. .08.03.17 F3.0 S-0" S-0" 1'-0" 3-#5 EA. WAY BOT. SCALE F3.5 S-6" S-6" 1'-0" 4-#5 EA. WAY BOT. AS NOTED ' F4.0 4-0" 4'-0" 1' LPA No. -0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. TOLL-17-00613 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 4286 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE COPY sto 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) I 5 CONT. PROVIDE SOLE PLATE ANCHOR, AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/S0.0 Lou Pontigo and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) -- - BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. LAYOUT PLAN AND SEE ARCH PLAN 420 Osceola Avenue 2250 PERMANENT LATERAL ` SUPPORT DETAIL. - ____� "._ _ SLAB ON GRADE, • 52" SLAB ON Jax. Beach, Florida 41-95 ,,.r_,_�__ _ Ph.242-0908 Fax.241-9557 SEE PLAN. I / GRADE, FL: CA# 8344 SC:CA#3579 ° AN. � SEE PL 4 x. GRADE OR CONC. \\�V`����,,,`�j,,\\\�-''t � SLAB, SEE PLAN. NcNtiiii nii►nrii#y 4 DOWEL TO MATCH VERT. \�J 8 CMU STEM WALL W/ . �1 . # - / eK• sin Fj'`,fli f /\ \ SCHEDULE STEMWALL REINFORCING (SEE _ ti, %,,\ SHOWER PAN SLO ES TO DRAIN, SEE ARCH ° t ,-.__-_ SLAB ON 4 , #4 VERTICAL DOWELS @ 24" O.C. STEMWALL S yo -�l i - r. » 4 d 4 -`�, •' P'L'�"=: N i�' �. ' ' ;` \ �\ PLAN. MAINTAIN MIN. SLAB THICKNESS. GRADE— 90' BEND INTO FTG. / ° SCHEDULE) w/ 6 HOOK INTO z ij�'j '\\ SEE PLAN No. 4 1 = o 00 CMU REINFORCING a FOOTING. LAP VERT REINFORCING COURSES 25" IF STEMWALL IS GREATER ..._.. _._._.... __- _ #4 VERT. C� 48"o.C. \ • ° • � ���'� /r '54Y ° .. , `/,�' J ° '� STA 1 TO 6 THAN (3) COURSES. \ \ To 10 #4 VERT. ® 24"o.c. i.rr,� �,j �/ ° STEMWALL, SEE 1 /S1.01 �' " �, . ��. 00 • a `d ° CONTINUOUS CONCRETE Q » -��` CONT. CONCRETE FOOTING ` �' ��ti 11 TO 12 #4 VERT. C� 8 O.C. \\ °. • ! FOOTING sS'Caa""' '� t,^, ti 3" CLEAR '�.,.'4-l;ONAo S TO "d x 16"w 1—STORY, w/(2)#5 CONT. �/ / —_%��_ 'F``.r l'';`% TYP STEMWALLS OVER 6 COURSE 8 HAVE TRUSS TYPE HORIZ. JOINT _ " " 2—STORY, w/(3)#4 OR (2)#5 CONT. �__ REINF. BETWEEN EVERY OTHER 10"d x 20 w Christopher ) S a o u r i n P E 10"X20" F L P E#714 61 IN COURSE. FILL CELLS SOLID. IF w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING, W/ SHOWER RECESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" S1 .01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE FIELD ALTERATION PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD (1)#5 CONTINUOUS, PROVIDE MODIFICATIONS WHICH MAY VARY CORNER BARS (TYPICAL) ° n— FROM THE INTENT OF THE ORIGINAL UCTION DOCUMENTS.ANY STEP, SEE — — f FIE DNSTALT RNATIONS MADE PRIOR TO BY 12 HOOK INTO SLAB. ARCH. a BEING APPROVED PP ATESDMAY OU PUOLT N O a (4» MAX.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR INSPECTION FEES. THICKNESS. SLAB ON GRADE, 70 @ SLAB RECESS SEE PLAN. ra zi BRICK VENEER IS 7 Lq ACCEPTABLE WITHOUT WALL FRAMING WALL FRAMING INCREASE OF FOOTING 1" DEEP SAWCUT w v , / SLAB ON GRADE, � LU I ' 8" CMU STEM WALL W/ SLAB ON ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT. STEP, SEE ARCH. PLAN. LU #4 VERTICAL DOWELS ® 24" O.C. a- ° GRADE— - 0 90' BEND INTO FTG. "x"', .`f a _ _ _.<. ___ SLAB ON a GRADE, Uj 0 /, SEE FLAN GRADE, SEE PLAN NOTES: I �/� ° 01) SEE PLAN. 17--- � , ' _j 1) PROVIDE SAWCUTS TO CREATE � \ � 4 . \ APPROXIMATE 12 X 12!- MAX. SQ: r � CONTINUOUS CONCRETE FOOTING 3 CLEAR 2) SAWCUT CONC. SLAB WITHIN 4 TO 7 C 3 12 HOURS OF CO . PLACEMENT. OPTIONAL 8"x16" Q TYP 2" FLAIR 8„x20„ 1—STORY, w/(2)#5 CONT. 1—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. O z 10 x20 4 2—STORY, w/(2)#5 CONT. w/ 2—#5 CONT. ri/ W 5 SAW CU DETAIL 6 BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN m J 4 STEMWALL AT GARAGE D �-o SCALE: 3/4" = 1'-0" �-o S1 .01 �-o LLl o Z m o 0 TYPICAL WALL FRAMING ( , AND ANCHORAGE PER —\ TYPICAL WALL FRAMING AND ANCHORAGE PER MATCH DOOR 3/4" CONSTRUCTION SPECS. TYPICAL MONO— CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. RECESS FOOTING NOTES, BOND BEAM w/1—#5 OTHERS SLAB ON EE DETAIL 8/S1.01. GRADE, ° . SEE PLAN. SLAB ON - / \ -',r/� PAVING GRADE ° GRADE, _ \'� 8" MASONRY BY BUILDER 12„x12” 1 5 CONT. ' D aQ °n - - a �� \` / DETAIL 10B' SEE PLAN. 9 N FOUNDATION z i STEM WALL w # \ \ v \ SEE PLAN. \ / » \ , v t \ 1—#4 48 0.C. E.J. 1 �— A \ z z X oo ,r a a a /\�% GRADE OR CONC. N �, / 1 // ��j� \� �� '. . MATERIAL / DETAILS —J 1 SLAB SEE PLAN. V'y, I w y'%`k ;. ° 1 -.:" \ ' j i ° - - \\' ` — ° a —� SLAB ON ALT. FOOTING AT \\ •. a• N cLd n -- zr —t . GRADE BUILDERS DISCRETION. \ /� \/� 04 SEE PLAN. a a -'\ .ate > T `� / \,\�. \ 3 a /� \/ as ALT. FOOTING A 8 /�J \\\ \ a ' DO NOT SCALE DIMENSIONS FROM BUILDERS DISCRETION. d° �? \ a 1 � Q tii a a #3 © 48 O.C. OR /� THICKENED EDGE g"x8'. • a • UNCLEARREFERWINGS p THESE DRAWINGS.IF A DIMENSION IS ROD CHAIRS (TYP.) DETAIL 10A \ w/ 1—#5 CONT. 3—#4 H 00 K E D \ \ ARCHITECTURAL DRAWINGS OR 2 5 CONT. j I 2^» CONTACT THE E.O.R. 12" \ L VERTICALS 8" O.C. PLAN NAME w/(2)#5 CONT. 2" THICK x 20" WID ' 8" ISOLATED FOOTING, REINFORCING, ANNA MARIA - COASTAL SEE PLAN DESIGN/DRAWN/CHECKED SEE SCHEDULE. CS KM LAP i 8 MONOLITHIC EDGE FOOTING 9 PORCH STEMWALL 1 o THICKENED SLAB 11 ISOLATED FOOTING UNDER MONOLITHIC EDGE 08 0317 SCALE �-o �-o �01 AS NOTED LPA No. TOLL-17-00613 CONTROL No. WX 4286 SHEET OFFICE COPY S1 ,01 SHEET 5 OF 9 ­___) SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3 L4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & 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 V A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax. 241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SO CA# 3579 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED ® ROD TERMINATES AT FIRST FLOOR .°" °•• �`�. TOP PLATE, SEE DETAIL 12/SO.1 'R O.•`�,�� •••'✓�� •� N ADIAMETER THREADED � NO. 1 RO TER I � ROD TERMINATES AT FIRST FLOOR p TOP PLATE. SEE DETAIL 12/SO.1 7k o STA F SIMPSON HTT5 SEE DETAIL 15/S0.1 tis.'sarJ.�i Lf NA (2)2x6 STRAP HEADER • SIMPSON DTT2Z SEE DETAIL 15/S0.1 +° °q;JFami,;,e+« �F SPF#2 PER 7/S0.1 (2)2x6-1/1 POST. (2)2x6-1/1 (2)2x8-1/3 (2)2x6-1/1 Christopher ) S alb o u1r i n P E - - / �_ �_�_._ � SIMPSON 206 SEE DETAIL 1 0.1 4 6 _----- 5 S WALL STUD SCHEDULE REVISIONS DATE PROVIDE MIN. I I� i� (2)IN ERMEDIATE JACK � ' FASTEN TOP LOCAI�ON HEIGHT & SPACING I PLATE STUD SIZE V) ! I l�-w _ STUD FASTEN STUDS TOP I OF WALL PER " LI EXTERIOR 9''1" 2x4 SPF#2 O 16" O.C. & BOTTOM w/ SDWC15600 OSB WALL I DETAIL 5/S0.1. v MAX 10'-1 2x6 SPF#2 0 16" O.C. 4[ I - SHEATHING. I EXTERIOR MAX 2x4 SPF#2 O 12" D.C. Eli ! >O EXTERIOR 14'-0" 2x6 SPF#2 m 16" O.C. � , LLJ 10-1 TO PROVIDE MIN. :} + M m ` k// j INTERIOR IMAX" 2x4 SPF#2 O 16" D.C. (2)INTERMEDIATE Q _ JACK STUDS. II ` I cp /, DD %' r\ I i i IN IMAX" 2x4 SPF#2 0 12" O.C.2x6 SPF#2 0 16* g FIELD ALTERATION FASTEN STUDS W F- i "\ / jj 9 I SM0 �� CONTRACTOR ONTIGS ALL ASSOCIATES PRIOR TO TOP & BOTTOM ;H N / i N I ! I j ) PONTIGO&ASSOCIATES PRIOR TO N I 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD r; 4 � I BRACE TOP �- I f MODIFICATIONS WHICH MAY VARY w/ SDWC15600 i / OF WALL PER �_ __T I 2. MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL I r i =TOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY / 1 S0.1, Sim. ^ ( AIRCTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO / SHEATH CONT. THRU BEING APPROVED BY LOU PONTIGO a N 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN ! --___-- - -- PERPENDICULAR WALL YI I \ YELLOW PINE ADDITIONAL ENGINEERING OR STRAP HEADER EA _� I' i INSPECTION FEES. I 00 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. END w MSTA24 I i / P- - I ___ __ N ! I ^ 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 2x4 SPF#2 STUDS @ 12" O.C. \ ``4 _. . �� v TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. (2)2X12 ?� SP #2 \ I I MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 2 _ rt: _ PO T SHAW Z s 2 2x6 " (3)2x6 - (2)PLY 9.5" LVL-2/2 COMBINED USE PANEL NOTES t n O _ tem L.J SPF#2 V I SPF#2 I l �l /� I ? 1. EXTERIOR WALL SHEATHING SHALL BE POST. SEE DETAIL POST. I M I __ -'' `� COhl1AI000S FROM BOTTOM PLATE TO UPPER MOST ( /'1 1 SO.2 SIM. GARAGE HEADER TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING V ! !� I I!, I (2)2x -� GIRDER / 2 PLY 14" LVL-2/2) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS I! SPF FG01 _ I i O / Q W `. _� - - -� --- 2. SHEET SO.0 FOR WALL SHEATHING SHEATH CONT. i� POST ABOVE �� ! (2)2x12-1/2 -� _ --� --=- - - - - - - -_ SPECIFICATIONS. � , _ -- PRIOR TO FRAMING ;: _ ,. - - �� L- L- J M POCKET FOR SGD i I'I (4)2x6 POST ELOW POST , 2x4 SPF#2 SEE DETAIL 3. UPPER MOST TOP PLATE SUPPORTING ROOF \ MEMBERS SHALL BE STRAPPED AS SHOWN IN I; ABOVE. PROV DE SQUASH STUDS @ l i 1/S0.2. DETAIL 1/SO.o W BLOCKING IN FLOOR 12 O.C. �) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL > 1 I SYSTEM TO POST BELOW. it 37 Z Ji > ? S1.1 J - 22x12- __..__ N! OPEN To GENERAL NOTES w I I'! I ABOVE y; L _ Ji I } p J \ N 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. O m SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, �•+ m I N N - MPORTANT NOTE: PROVlII3E STUDS BELOW TO MATCH BEAM/GIRDER N, I 1 o I N NSTALL 4 SYP#2 TOP 04 PLIES. Q /W� o� I i STRAP HEADER EA. LL_ I ., 4STEN ATES @ 10'0" ELEVATION. 2. SEE SHEET SO.O FOR ROOF AND FLOOR V J END w 2 MSTA24 6x6 P.T. SYP#2 POST / ( ) - - - - PLATES W/(2)ROWS SHEATHING SPECIFICATIONS. w/ABU66. SEE DETAIL i D 0 it I (2)2x12-2/2 y4" SDS SCREWS @ 12" O.C. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 2/S0.1. (TYPICAL)-\ I FASTEN TOP PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Q ( F WALL PER I !I' N TOGETHER PER DETAIL 6/S0.0 STRAP HEADER EA. I I li I X II 4. INSTALL SOLE PLATE ANCHORS PER DETAIL .i DETAIL 5/S0.1. Ix 3/S0.0END w/ MSTA24 O W ;i 5. AT SHEARWALLS, PROVIDE DIAPHRAGM t***4* Z \ I ro Eoi I * M ATTACHMENT PER DETAIL 5/SO.1 m� N I I o - ! I I 6X6 P.T. SYP#2 POST 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT �+�+ N PROVIDE MIN. N I I - I N w/ABU66. SEE DETAIL TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 S (2)INTERMEDIATE I ; I 2/S0.1. (TYPICAL) 7. T P N ' '� �.. ,: \_ N / ( ) A ORCHES, SEE DETAIL 2/S0.1 FOR FRAMING JACK STUDS. ` I, O I � AND HOLD DOWNS O I \, ,,,_OSB x l00NPROVIDE MIN. (2)2x6---4- WALL !� N �I CS18 STRAPPING DETAIL M a to (2)INTERMEDIATE SPF 2 I SHEATHING. JACK STUDS. # / 10" (2)2X12 ! L _ POST. I (2)2X1 2 END LENGTH. FASTEN -___-_ ",. _ _ _ SHEATH CONT. _ --�Y- ,^ ' ___-- M__- _._.__ ____, - THIS END w/ 9 10d. ?�z� - - 3 2x12-2 2 (2)2x8-1/1 (2)2x8-1/1 SEE 3/SO.1 FOR BEAM T TOUBOTTOM OOF SEE 3/S0.1 FOR BEAM O / CONN. (TYPICAL) HEADER WALL FRAMING W CONN. (TYPICAL) 2 SDWC15600 @ 24" O.C. NO NAILS REQUIRED FI RST FLOOR FLOOR IN CLEAR SPAN FRAMING SHEATHING NAILER TRUSSES OR JOIST. PLAN WALL FRAMING w SHEAR Al NOTE: SW: 3/6 STRAP w/ 10" END LENGTH. FASTEN SW: 3 3/6,11 DESIGNATES SHEARWALL THIS END w/ 9-10d. NAILING 8d @ 3" EDGE AND 6" "FIELD" CRIPPLE STUDS @ 16"o.c, NAIL TO SDWC15600 EACH TRUSS TDO NOT S ALE HESEDRAWINGS. DMEENsSIO 5 ADJACENT STUD w/3-10d COMMONS UNCLEAR REFERTOTHE ARCHITECTURAL DRAWINGS OR SOLE PL E ANCHORS - SEE SCHEDULE ON CONTACT THE E.O.R. ON D�TAI 3/S0.0WALL SHEATHING FIRST FLOOR F MING PLAN WALL SHEATHING CONTINUOUS. PLAN NAME ANNA MARIA - COASTAL SCALE: 1/4" = 1'-0" (2)2x6 SYP#2 DESIGN/DRAWN/CHECKED SOLE PLiATE ANCHOR SPACING SCHD PLATE WALL SHEATHING CS KM LAP CONNECTING BUCK AND PLATE ALL EX RI WALL 42" O.C. 10d COMMONS w/8d @ 3" EACH SIDE DATE UNLESS 0 R NOTED @ 6"O.0 08.03.17 SHEA WA SSCALE (SW d® /6") 24" o.c. 2x4x12" LONG ADJACENT AS NOTED TO STUD. FASTEN TO HEADER LPA No. I. SOLE PLT 41 L WHEN NOTED ON PLAN WITH 2-SDWC15600 SCREWS. TOLL-17-00613 SEE NOTE 2 CONTROL No. 1. IN TALL' OLE PLATE ANCHORS PER DETAIL 4286 3/30.0 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS COPY SHEET 2. AN HOR SPACING SHALL BE AS NOTED. FOR O " "1V+rE EX MPL� - SOLE PLT ® 36" = 36" 51.1 SIAON CENTER SPACING SHEET 6 OF 9 1 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN MOTES,• 1. FOR TYPICAL ROOF IW1t11NG AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT COWECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR_ 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5D& 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420ach, Florida2e Jax. Beach, Flrida 32250 Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA# 3579 'a..• t'� •waa .s.s � ��i No , 1 61 ' � o SOF TT i e M 00 RAFTER TAILS $ i STUD DIRECTLY SO.2 TOP PLATE TO HTS16 SEE DETAIL 8/S0.2 HTS16 BELOW TRUSS SDWC15600 STUD SDWC15600 Christopher J Sabour in PE FL PE#71461 _ N TRUSS TIE DOWN WITH SIMPSON SDWC c/ H ♦ F- F H o � 1- i N - REVISIONS0esDATE w I Rafter to To Plate shown IUD p Truss to Top Plate similar L� IZ4Optimal 22ND' —__ - H TS16 T 10 O THD26 N N 30' ?- 8 i I _1 FIELD ALTERATION 2x6 BLOCKING BELOW } i ; ! 2x6 EXPOSED RAFTERS. FASTEN CONTRACTOR SHALL CONTACT LOU WALL. FASTEN EA END w/ f I ; j EJ13 TO TRUSS TOP CHORD w/ A34 STUD DIRECTLY PONTIG08ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD ANGLE. FASTEN TO BEARING MODIFICATIONS WHICH MAY VARY RAFTER TAILS, (4)10d TOE—NAILS (TYP.) ( ` ___ _ —____ __, J2"Max M THE INTENT OF THE -- _ — - SEE DETAIL 8/S0.2 , EJ1 w/ SDWC15600 SCREW. coNSTRUCTIONDOCUMENTSGANYL ! \ .. ---� ° � t 1 FIELD ALTERNATIONS MADE PRIOR TO SDWC15600- TOP PLATE TO ASSOCIATES MAY RESULT IN BEING APPROVED BY LOU PONTIGO& STUD SDWC15600 EJ1 ADDITIONAL TON FEESNG OR t-= >IN <� -- DIAGONAL Note: 1. Sloped-roof rafters may be sloped up to and including 1100, N'- TRUSS TO TOP PLATE w/ SDWC15600 �_ �. __ BRACES PER a 12:12 pitch and must be `birdsmouth" cut. __- EJ1 2. Reference detail 4 for installation instructions. EJ14 w _�- 1/S1.2 EJ1 SIIVIPSON SDWC INSTALLATION RANGE FRAME UPPER LEVEL STUDS _ - 1 (2)HTS16 CONT. FROM 1ST LEVEL TOP V4 EJ13 PLATE TO 2ND LEVEL TOP T22 �__ I; PLATE. DO NOT FRAME KNEEWALL ii li --, ' I HTS16:)� _. V01 I AT FLOOR SYSTEM ELEVATION. Uj G0111 11 L Uj 0 - r ', o 8 W Ji P OPOSED I OCATI N FOR S0.2 ' STRONG BACKS INSTALL FRAME UPPER LEVEL STUDS PORCH CEILING SHEATHING /, i T29 �' P R TRUSS GI ING CONT. FROM 1ST LEVEL TOP AT BOTTOM CHORD OF PLAT TO 2ND LEVEL TOP PORCH CEILING SHEATHING Q TRUSS SEE 2/S0.1. �' n 1 PLATE. D NOT FRAME KNEEWALL / ; AT BOTTOM CHORD OF STUD NOT DIRECTL O AT FLOOR SYSTEM ELEVATION. %` TRUSS SEE 2/S0.1. BELOW TRUSS SDWC15600 L.L.!SHEATH WALL CONT. THRU Reference detail 2a for installation angle limit ,�X LOW ROOF TO 1ST LEVEL _ BOTTOM PLATE. OVERLAP ' SDWC INSTALLATION FLOOR SYSTEM 12 MIN. �.��I (� Raftw to Top Plate shown SO.1 ,', ,'� PROPOSED LOCATION FO I 1; 2 Q STRONG BACKS INSTALL - _ SO.1 (Truss to Top Plate similar) j PE TRUSS ENGINE RING_ -: - OSB BLOCKING PER /. / :f IN* DETAIL 5E/S0.1 °� STUD NOT DIRECTL MM SHEATH BELOW TRUSS W THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. S G Do not install SDWC in (i v � �T ® hatched area SDC 5 w 1 600 U N N N N N N N N N N N d d I ,0 0 0 0 0 0 0 U0 0 0 0 0 cp O 0 00 0 0 0 00 0 1 1/2" MIN u_ L� ti a I� u_ �L u_ LL u_ u U_ ti UY) � u_ u_ IL u_ %. Overhang 2" MAX 6 CONT. WALL ROOF DECK TO SHEATHING. BLOCKING w/ 8d (2)HTS16 1 2x6 LEDGER INSTALLED COMMON © 3" O.C. SOA 2 OVER SHEATHING w/ SDWC INSTALLATION RANGE 2 SO.1 5-10d @ 16" O.C. FLOOR AND S0.1 Floor Truss Connector List Roof Truss Connector List ROOF TRUSS ROOF TRUSS Manuf Product Qty Manuf Product Qty �+P THD26-2 1 USP JUS24 5 Rafter or Truss PLACEMENT US �� distance fudge USP THD46 1 USP THD26 10 values (with or Splice may be in upper or PLAN without a plate lower plate 2x4 BLOCKING @ 48" splice) TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES O.C. FASTEN EA. END 2ND LVL w/ SDWC15600 SCREW THHfi EDRAWINGNOT SCALE S.IF DIMENSIONS FROM S O THE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING INSTALLED SIMILAR TO UNCLEARALDR WINGS WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 FLR ELEV Y" from top plate ARCHITECTURAL E.O.R. R SCREW UNLESS OTHERWISE NOTED TOE—NAIL APPLICATION. splice offset CONTACT THE E.O.R. �u for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ANNA MARIA - COASTAL DESIGN/DRAWN/CHECKED "1 CS KM LAP FLOOR AND ROIF TRUSS PLACEMENT PLAN FRAME UPPER LEVEL 2x4 BRACE. FASTEN DATE SCALE: 1/4" = 1'-0" STUDS CONT. TO 2ND EA. END w/ (4)10d SDWC AT TOP PLATE SPLICE 08.03.17 LEVEL TOP PLATE. FACE NAILS. SCALE AS NOTED LPA No. TOLL-17-00613 CONTROL No. 4286 DIAGONAL BRACES SHEET 1 SHEET OFFICE COPY S,.2 S1 .2 SHEET 7 OF 9 SYMBOLS LEGEND -" DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & 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 X'1y/ A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557 THREADED ROD, SEE DETAIL 12/S0.1 FL:CA# 8344 SC:CA#3579 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ,lnunsrlf a" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOORS TOP PLATE, SEE DETAIL 12/$0.1 A307 DIAMETER THREADED C�j < NO. ! � •6� ROD TERMINATES AT FIRST FLOOR p TOP PLATE, SEE DETAIL 12/SO.1 Cj STA F SIMPSON HTT5 SEE DETAIL 15/$0.1 C, `. /� .••" � I crw • 10 N A- SIMPSON DTT2Z SEE DETAIL 15/S0.1 'J,P��a°"i�r7adl10�65ia431'`t'�4a+ Christopher J Sabourin PE SIMPSON LTT208 SEE DETAIL 15/S0.1 FL P E#714 61 WALL STUD SCHEDULE REvI$IONs DATE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9,-1. 2x4 SPF#2 O 16" O.C. MAX EXT113111111M 10'-1 2x6 SPF#2 O 16" O.C. 4[ MAX 2x4 SPF#2 O 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 O 16" O.C. 14'-0" FRAME UPPER LEVEL STUDS INTERIOR ' FASTEN WALL TO TRUSS CONT. FROM 1ST LEVEL TOP MAx" 2x4 SPF//2 O 16" O.C. '- � BELOW PER 11/S0.2 PLATE TO 2ND LEVEL TOP INTERIOR 12 2x4 SPF0" 2x6 SPF//#2 O 12"2 O 16" OD.C..C. FIELD ALTERATION 71, PLATE. DO NOT FRAME KNEEWALL I MAX CONTRACTOR SHALL CONTACT LOU AT FLOOR SYSTEM ELEVATION. PONTIGOaASSOCIATES PRIOR TO 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD (2)2x6-1/1 (2)2x6-1/1 (2 2x6-1/1 MODIFICATIONS WHICH MAY VARY 2.) >IMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE COt11`MMtACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY L _- -__ .__ CS1$ - - - ------ - - - BEING APPROVED BY LOU PONTIGO 6 I �� -,_,.. ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO 00 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN \ 4 I V) YELLOW PINE ADDITIONAL ENGINEERING OR SO.1 U INSPECTION FEES. T I OD I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. X h 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS (2)2x6 SPF#2 N $TRA HEADER N POST. STRAP TO I I CS18 I \ TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. MINIMUM. SEE 3/50.0 FOR ADDITIONAL ANCHORS AT II P R 7/SO1 SHEARWALLS BELOW w/ CS18. I ' i TRUSS T43 ABOVE o N COMBINED USE PANEL NOTES Lq SHEATH WALL CONT. THRU I ' �` N STRAP T WALL ► % f �.__�. _.:, �- 1. EXTERIOR WALL SHEATHING SHALL BE LOW ROOF TO 1ST LEVEL I BELOW PER 9/50.2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING �+ SPLICE LOCATIONS FOR MULTI STORY CONDITIONS BOTTOM PLATE. OVERLAP I _ FLOOR SYSTEM 12" MIN. I T _ Q -.. 004 ! - -� I 2. SEE SHEET SO.0 FOR WALL SHEATHING (3)2x6 _._ _ ____ �� _, 0 SPECIFICATIONS. W �� I SPF#2 IG 0 3. UPPER MOST TOP PLATE SUPPORTING ROOF m _I N W O I -CS18 �" POST. l� C 18 z DETAIL SHALL BE STRAPPED AS SHOWN IN w DETAIL 1/$0.0 w LJ W \ I ` �, l�! m w 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 0 �� `� ( � r7 J W z 3/SO.0 = Z -j jv w _- ____ ; _ �� I PROVIDE MIN. Q o GENERAL NOTES Uj Q < w ► _k -_____ (2)INTERMEDIATE o �� ,, �I i JACK STUDS. o m 0 m � \ ITCS18 f ' CS18 @ BOTTOM OF STUD fll,i v cfl J 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. O 0 I ^" I WHERE NOTED. SEE DETAIL I J N ~ �- SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Q J I ! �� I II Q �.0 SIZES AND SPACING. AT GIRDERS AND BEAMS, w 00 I� rt PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER W M x ! I ► AT BOTTOM RIGHT OF PAGE. „ li z i ,i �l ! 1 w ii ii OPEN TO C 1 g �' 0 PLIES. N I iLL- II u , c >I I! ~ 2. SEE SHEET S0.0 FOR ROOF AND FLOOR I C 8 0 (�! BELOW I w 0 m SHEATHING SPECIFICATIONS. I -- -� - 'I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES BEAMS, ( HEADER, AND STUDS) FASTEN PLIES \� G TOGETHER PER DETAIL 6/SO.0 Q � ( CS18+; ; PROVIDE MIN. (2)INTERMEDIATE JACK � CS18 3/ISN©OTALL SOLE PLATE ANCHORS PER DETAIL �- W STUDS. HEADER TO JACKS w/ N 5. AT SHEARWALLS, PROVIDE DIAPHRAGM `1' MSTA24. JACKS TO BELOW w/ CS18 } I \ i ( \ co ATTACHMENT PER DETAIL 5/SO.1 m� 'f l TRUSS T ABOVE i I CID M 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT �++ o I-,,,_,r,,,,,_,,,� x cV §i TEFtiNNATE BETWEEN TRUSSES, SEE 5A/S0.1 C N i STRAP HEADER I 'j I I l 'C4' 0 7. AT PORCHES, SEE DETAIL 2/50.1 FOR FRAMING PER 7/S0.1 ! �� I Ij) AND HOLD DOWNS STRAP HEADER �tl SHEATH WALL CONT. THRU CS18 p ; PER 7/S0.1 CS18 J LOW ROOF TO 1 ST LEVEL I I _ ODCO C518 STRAPPING DETAIL U BOTTOM PLATE. OVERLAP-�I I it ° �s� CS18 STRAP w/ 10" !! �y I _.I c> v FLOOR SYSTEM 12 MIN. j l _ END LENGTH. FASTEN - _. __-- - _ ...__.._ Y v __- ~� THIS END w/ 9-10d. _-_ _ - �- (2)2x6-1/1 (2)2x6 1/ 3)2x12-2/2 00 1 ( SHEATH WALL CONT. WALL FRAMING W o THRU LOW ROOF TO 2ND - LEVEL BOTTOM PLATE. SECOND NO NAILS REQUIRED FLOOR IN CLEAR SPAN FLOOR TRUSSES OR JOIST. ZiE FLAMING WALL FRAMING !`!0 PLAN CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SECOND FLOOR RAMING PLAN PLAN NAME ANNA MARIA - COASTAL SCALE: 1/4" = 1'-O" DESIGN/DRAWN/CHECKED CS KM LAP DATE 08.03.17 I SCALE AS NOTED LPA No. TOLL-17-00613 CONTROL No. 4286 SHEET OFFICE COPY . S1 .3 SHEET 8 OF 9