Loading...
1638 MARITIME OAK DR - STRUCTRURAL DWG'SDESIGN SPECIFICATIONS USP CONNECTORS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE, DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22.9 DOOR -28.8 (8'x7') (9)10dx11/2" 11 2 CAR USP RT7585 GARAGE +21.8 DOOR -23.9 (16'x7') 775 CONNECTOR SP MSTA24 SYP UPLIFT SPF FASTE ERS 2065 USP A35 450 450 (9)10dx11/2" 11 PERMANENT TRUSS USP RT7585 TO TALLER STUD w/ 495 (5)8d EA. END ) BOTTOM CHORD DEAD LOAD 5 psf psf USP RT8A 775 650 (5)10dx1'/2" �A. END USP MTW12 1195 860 (7)10dx11/2" SEA. END USP HTW20 1450 1245 (12)1Odx11/2"I EA. END USP HTT16 1640 1455 (9)10d EA END �' U TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Ps 0 psf HE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. (ND � 6'-4" BOTTOM CHORD LIVE LOAD 10 psf 5 ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY PERMANENT TRUSS ;� 8d TO TALLER STUD w/ "0 11 COMMON BOTTOM CHORD DEAD LOAD 5 psf psf HE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2 ROD T FTG. 24" DEFLECTION CRITERIA: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO H FADER PLATE NAILING: ROOF FRAMING: FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOH USP HTT16 4290 4290 5/,,"0 ROD T FTG. �' 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 g/8"0 ROD T FTG. �- FACE OF WALL. 1MND.LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 ;1 s/$"� ROD w (12}16d AT SHEARWALLS AND STUCCO FINISH. ASCE 7-10 FOR WIND UPLIF I, TRUSSES SHALL BE DESIGNED WITH A PT. SYP#2 SOLE PLATE. USP PAU66 2535 12" / 1 1Y2" I 5/8"0 ROD w K (12)16d MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. USP MSTAM24 1545 1455 (5)'/4"x2-1/4 TAPCONS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING IS THE AT 12" O.C. JACK AND STAGGERED SOLE PLATE BREAK WHERE REQUIRED BY LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DEAD LOAD. RESPONSIBILITY OF HE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET PLY BEAMS 2x4 SIMPSON CON N EC ORS BY 0.75 WHEN COMBINED w/ THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. TRUSSLOK SEE PLAN. TRUSSLOK W BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH a �R ENGINEERED WOOD AT TWO STORY CONDITIONS, UPLIFT ENGINEERED WOOD _ IMPORTANCE FACTOR -------------- 1.00 �i`--- __ ,� a CONNECTOR SYP SPF FASTENERS AS SHOWN MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT - - - - - - - - - - - - 5/12 o i A i a 3 -PLY UPPER LEVEL POSTS & JACK 14" LVL AND GREATER A35 450 450 STUDS. 12-8dx1'/2" ROOF PITCH BUILDING CATEGORY - - - - - - - - - - - - 11 CORNER POST, ETC. DENOTES EDGE STRIP. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY H2.5T IN ADDITION TO (2) PLYS 600 - 520 5-8d EA. END �1 EXPOSURE CATEGORY - - - - - - - - - - - - C /- SEE 8/S0.O. SEE C & C CHART HT516 1150 1085 16-10d EA. EN ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED r-- o i ABOVE FOR a DIMENSION MTS12 1000 860 7-10dx1'/z" EAI END INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t 18 HTS20 1450 1245 24-10dx1'/2" E END MSTA24 1765 1270 9-10d EA. END MATERIAL SPECIFICATIONS a'� MSTA36 2050 1870 13-10d EA. EN 18-16d TO TR SS/BEAM HARDWARE AND ANCHORS: _'I�a'IL HTT4 3480 3080 1-5/8" ROD T FTG. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a'� ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 32-16d TO TR SS/BEAM 1-5/8"0 ROD T FTG. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 930 780 6-10d TO HEA ER EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE LUS28 4-10d TO JOIS DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 9D5 785 14-16d TO HEA ER „ LARGER THAN REBAR SIX AND '/8 LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOTS (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 s " /8 0 ROD EPO IED �� 6 MIN ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU66 2300 r 5/8"� ROD EPO IED 6" MIN (D UAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: SET N/A N/A SIMPSON EPDXY TIE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PAH FOR WIND UPLIFT, 10-16d TO STU P/BEAM/POST WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 1-1/2"0 ROD TO FTG. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d i BENDING STRESS Fb 2600psi E 1 900ks ( } MODULUS () SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY CS16 1705 1705 13-8d , ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATTaN-S 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE &FIELD ROOF SHEATHING SPECIFICATIONS: RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4i-0" OF ROOF EDGE). SHINGLE- MIN. /16„ , 24/16, APA T -MIN. 15/32 32/16, I'A RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREP,SE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OFROOF EDGE), I/ -,PAPA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4' -0 OF (ROOF EDGE). _EjAh MIN. 1/2", 24/16, WALL SHEATHING SPECIFICATLQNS: OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE T UPPER TOP PLATE. 7/jr,", Fl EXIBLE FINISH -MIN. 24/16, APA RATED FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 2+/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE �f0 UPPER TOP PLATE. STUCCO FINISH, -MIN. /6 , MASONRY SPECIFICATIONS: OF MASONRY HAS BEEN DESIGNFf 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 DAY OMPRESSIVE STRENGTH 2000 psi PER ASTM C1019, ([,OUT SHALL HAVE A MAXIMUM COURSE AEGF TALL SIZE O % PLACED AT AN 8" TO 11" SLUMP, MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN A CONCRETE MASONRY UNITS (CMU): WITA. h MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS C NTAINING VERTICAL CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, 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'-D". CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, SHACK BOND SHALL NOT BE MASONRY STEM WALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE OU HOLLOW USED. GROUT ALL CELLS CON RAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES 1(d REIiFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL E REINFORCED FULL HEIGHT @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER ER (BARS, MINIMUM OF 40 BAR WITH #4 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 1/S1.0. UNLESS NOTED OTHEF'WISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. NS: OF 3000 PSI AT28 DAYS CONCRETE ECIFI ALL CONCRETE HASS 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 CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: IS RECO (MENDED TO VERIFY SUITABLE FOOTING AND FOUNDATIONS: REPORT FOOTINGS AND FOUNDATIONS `7HALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSE. A SOILS INVESTIGATION SUBSURFACE CONDITIONS. IF INE 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) SOIL SOIL COMPACTION AND FILL SHALL BE COMPACTED TOA mIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. STEP HEIGHTS ETC. SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LO ATION FROM THE FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, r r FOUNDATION PLAN SHOWN ON 51.0. 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 DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 04 O.C. OR ROD CHAIRS. IN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CDRNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: 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 PREVENT( NOF SUBTERRANEAN 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 ME�fHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEARER OR IN CONTACT WITH (MASONRY, CONCRETE OR 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 STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED( AT ALL TRUSSES AS SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PR 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 BRACING PER 'COMMENTARY' AND 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 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIOL ING HALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTU ER'S REQUIREMENTS. CLAY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHL, . S S 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 WITH ASTM E1514 ND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. TEL SCHD PLAN LEGEND AND ABB DEVIATIONS WOOD FASTENING SCHEDULE BRICK NOTES LINTEL MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRC, MAX. SPAN INTERIOR LOAD BEARING WALL TYPE ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/z x3'/2x'/4 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTICI` FACE NAIL (2-16d) 3 -GUN NAILS L4x3'/z"x'/4 6" 8'-0" (2)2x8 -1/f HEADER SIZE, JACK AND DESIGNATES SHEARWALL. THE KING STUD QUANTITY. DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS L5x3'/2 "x'/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF __________ WALL THE SHEARWALL SHEATHING RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" TO BE APPLIED. 8d 0 3/6 L6x3'/z x'/4 6 12 -0 SW 3"/6" DESIGNATES 8d COMMONS @ 3" CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS L7x3'/z"x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE RTITIO FACE NAIL (3-16d) 4 -GUN NAILS FIELD" CEILING JOIST, OVER PA 1. STEEL LINTELS TO BE MINIMAL 36 CEILING JOIST TO ROOF RAFTED FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Long RESISTANT COATING OF EPDXY BASED em�' VENEER JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS PAINT. I i BM -BEAM MANUF - on �lithic re �_-� WEATHER BOT- BOTTOM MONO -Man lithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I a� BARRIER BRG - BEARING OC - On Center 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - Orient d Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I _ i DBL - DOUBLE PERP - Perp ndicular - DIA -DIAMETER PRE ENG - Pre Engineered ROOF RAFTER TO 2x- RIDGE F_�,1?. TOE NAIL (2-16d} 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. m�r LINTEL EA - EACH PSF - Pound per Square Foot SCREWS INTO HEADER PROVIDE A1121,ATTACHMENT CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE VERTICAL SLOTTED HOLE FOR SCREW. I - SEE NOTE 2 EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS EOR -ENGINEER OF RECORD PT - PRESSURE TREATED - 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Te STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. ! EXT - EXTERIOR REINF - Rein orce N NAIL @ 8" TIES @ 12" O.C.. (FOR 130mph HEADER, � L_ FLASHING FBC -FLORIDA BUILDING CODE 5F -Square (Foot SOLE. PLATE TO JOIST/BLOCKII`� FACE NAIL (16d @ 16") GU FDN - FOUNDATION SPF -Spruce (Pine Fur WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN BRICK LINTEL, FT - FOOT SYP -South rn Yellow Pine NAIL-PECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG - FOOTING THRU - Throgh 3"xO.131 "o = GUN NAILLS 2"x0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDES/je "O WEEP HDR - HEADER TYP - Typical 2"x0.113"O = 6d 2/z"x0.131"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unles Otherwise Noted " 3'/ "x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Ver ti al 3 x0.148 0 = 10d z" WWF - Welde Wire Fabric 11/2 "x0.148"0 = 10dx1'/21 /z x0.131 = 8dx1 /2 TYPICAL WALL FRAMING NOTE`. 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS 8d COMMON @ 3" O.C. - - - - I � 1 �5� L---- SYP#2 DBL. - TOP PLATE. FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. INTERIOR BEARING WALL: SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS Bl_(,_KING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. -J `- SEE 5/SO.O. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 6I--- AX. -' MIN 11 11 A WALL SHEATHING -SEE DETAIL 1 /SO.1 11 FOR SPLICING 16d COMMONS 1; OPTIONS. @ 8 O.C. _ _ ! WALL FRAMING AT FLOOR SHEATHING ,IrI11 - SEE SPECIFICATION) i PLATE CHANGE CONDITION J SEE 1 /S0.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND -/11 STUCCO FINISH. Il INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. TYPICAL TOP PLATE NAILING:PLATE SPLLQE '-0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES wl (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS VENLY SPACED OF .131x3 @ 12" O.C. STAGGERED. SYP #2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. I II I < 4'-4" (1)2x4 SPF #2 L � 6'-4" FASTEN LOWER STUD RAISED h HEADER PERMANENT TRUSS ;� 8d TO TALLER STUD w/ BRACING BY OTHER. 11 COMMON 2 -ROWS OF 10d COMS 3x3xO.229" 1; ® 3" O.C. @ 12" O.C. FULL HEIGHT ANCHOR Ij 24" AT INTERIOR WALLS 11 TYPICAL SOLE EA. END TYPICAL. `-TYPICALLY %" FULL 'I PLATE NAILING: DAT, HEIGHT THREADED '; 0.131x3" TOE NAILS: RODS @ 6'-0" O.C. �' (3) @ 2x4, TO OUTSIDE (1) ROW OF 1 Od 1, '� (4) @ 2x6, SEE DETAIL 1/SO.1 �- FACE OF WALL. (4) ROWS 12d (5) @ 2x8. NAILS @ 4" O.C. r BLOCKING ONLY REQUIRED ;1 AT SHEARWALLS AND STUCCO FINISH. 11 I1 PT. SYP#2 SOLE PLATE. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 6I--- AX. -' MIN 11 11 A WALL SHEATHING -SEE DETAIL 1 /SO.1 11 FOR SPLICING 16d COMMONS 1; OPTIONS. @ 8 O.C. _ _ ! WALL FRAMING AT FLOOR SHEATHING ,IrI11 - SEE SPECIFICATION) i PLATE CHANGE CONDITION J SEE 1 /S0.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND -/11 STUCCO FINISH. Il INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. TYPICAL TOP PLATE NAILING:PLATE SPLLQE '-0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES wl (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS VENLY SPACED OF .131x3 @ 12" O.C. STAGGERED. SYP #2 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS � 6'-4" (2)2x4 SPF #2 RAISED h HEADER 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 3x3xO.229" 254" -jIlI Ih//-TO FASTENED w/ 3-0.131"x3" ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION D. EACH ENIE 42" 1 24" III DROPPED BUTT JOINT EA. END TYPICAL. 2Y4p 1.1 3x3xY4" SLOTTED FACE OF WALL. DAT, HEADER 2x4 MEMBERS:IF SHEATHING MAY EXTEND 2" TYPICAL WALL FRAMING 4'-01 MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS � 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS i� FOUNDATION SEE PLAN 12" 1'/2 ' WALL FRAMING AT MAX. MIN' RAISED HEADER CONDITION FROM SOLE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. SOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT DROPPED HEADER CONDITION SOLE PLATE SOLE PLATE ANCHOR DESIGN ANCHOR -TI SHEARWALLS SPACING ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING EMBEDMENT DEPTH EDGE DISTANCE 11 3x3xY4" SLOTTED 24" ° 3x3xO.229" 254" -jIlI Ih//-TO FASTENED w/ 3-0.131"x3" V"06" TITEN HD 42" 1 24" III DROPPED BUTT JOINT EA. END TYPICAL. 2Y4p 1.1 3x3xY4" SLOTTED FACE OF WALL. DAT, HEADER 2x4 MEMBERS:IF SHEATHING MAY EXTEND 2" 4 WALL SHEATHING TO OUTSIDE (1) ROW OF 1 Od PAST BLOCKING- WINDOW SEE DETAIL 1/SO.1 �- FACE OF WALL. (4) ROWS 12d ° NAILS @ 4" O.C. r ATTACHMENTS MUST I PLAN VIEW a BOUNDARY OF - SYP#2 HEADER, Y2" THREADED ROD ANCHOR INTO 2x MATERIAL. 12" / 1 1Y2" I SHEATHING. EPDXIED 4" OR Y2"Ox6" PER PLANS. SYP#2 MAX. MIN. PLATE. EXAMPLE OF PANEL CONTPO1, No. SIMPSON TITEN HD. THAN 8' OR OPENINGS LESS ® y cc EDGE w/ BLOCKING AT 12" O.C. JACK AND STAGGERED SOLE PLATE BREAK WHERE REQUIRED BY kI) ER SECTION VIEW PLY BEAMS 2x4 KING STUDS, GENERAL NOTES. (3)ROWS OF 5" (3)ROWS OF 63/4" .... LIJ � TRUSSLOK SEE PLAN. TRUSSLOK W ENGINEERED WOOD AT TWO STORY CONDITIONS, ENGINEERED WOOD WINDOW SILL SEE FASTENERS @ 24"o.c PROVIDE SOLID BLOCKING FASTENERS @ 24"o.c SCHEDULE. AS SHOWN WITHIN FLOOR SYSTEM AT ALL AS SHOWN 3 -PLY UPPER LEVEL POSTS & JACK 14" LVL AND GREATER NOTES: STUDS. SDWC15600 SCREW JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS �1 BUILT-UP MEMBER FASTENING /- SEE 8/S0.O. i� FOUNDATION SEE PLAN 12" 1'/2 ' WALL FRAMING AT MAX. MIN' RAISED HEADER CONDITION FROM SOLE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. SOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT DROPPED HEADER CONDITION 1; Il WALL SHEATHING TO 1 SOLE PLATE 3.. SEE DETAILS SEE DETAILS 1; RAISE �" FROM 8d © BOTTOM OF SOLE 11 ON S1.01 ON S1.01 �� PLAN AND FASTEN - - IL- /� - - - - - 1`- r - - , w/8d COMMON @ 3" 11 r 10. C. I I L --------J I----- ----J L -------J SINGLE STORY MULTY STORY TYP. WALL SECTIONS SIMPSON v"�l. SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL > 1'. PRE-ENGINEERED WOOD 2x SPF BLOCKING `''� ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. Q ♦ `� SIMPSON SDWC15600 SEE ROOF � FRAMING �1 SIMPSON PLAN FOR SDWC15600 DETAILS. SHEATHING MAY 1 SEE ROOF AT SIMPSON ;! FRAMING SIMPSON\,--TERMINATE TOP OF DBL. SDWC15600 lj PLAN FOR SEE NOTE 01. TOP PLATE. SEE NOTE 1• I DETAILS. TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE @ 48" O.C. �1 ROOF TRUSS CONNECTION r --r KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM_ PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS SOLE PLATE SOLE PLATE ANCHOR DESIGN ANCHOR -TI SHEARWALLS SPACING Q& HOLD DOWN. EMBEDMENT DEPTH EDGE DISTANCE 11 3x3xY4" SLOTTED 24" ° 3x3xO.229" 254" -jIlI Ih//-TO WASHER PUSHED V"06" TITEN HD 42" 1 24" III OUTSIDE BUTT JOINT 2Y4' 2Y4p 1.1 3x3xY4" SLOTTED FACE OF WALL. DAT, ° 2x4 MEMBERS:IF I WASHER PUSHED f 4 WALL SHEATHING TO OUTSIDE (1) ROW OF 1 Od ° SEE DETAIL 1/SO.1 �- FACE OF WALL. (4) ROWS 12d ° NAILS @ 4" O.C. r FOR SPLICING OPTIONS. I PLAN VIEW a BOUNDARY OF - NOT REQUIRED AT THE FOLLOWING: < Y2" THREADED ROD ° 12" / 1 1Y2" I SHEATHING. EPDXIED 4" OR Y2"Ox6" PT. SILL SYP#2 MAX. MIN. PLATE. EXAMPLE OF PANEL CONTPO1, No. SIMPSON TITEN HD. THAN 8' OR OPENINGS LESS ® y cc EDGE w/ BLOCKING AT 12" O.C. STAGGERED SOLE PLATE BREAK WHERE REQUIRED BY kI) ER SECTION VIEW PLY BEAMS 2x4 OR 2x6 POST '2x8 POST GENERAL NOTES. 1; Il WALL SHEATHING TO 1 SOLE PLATE 3.. SEE DETAILS SEE DETAILS 1; RAISE �" FROM 8d © BOTTOM OF SOLE 11 ON S1.01 ON S1.01 �� PLAN AND FASTEN - - IL- /� - - - - - 1`- r - - , w/8d COMMON @ 3" 11 r 10. C. I I L --------J I----- ----J L -------J SINGLE STORY MULTY STORY TYP. WALL SECTIONS SIMPSON v"�l. SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL > 1'. PRE-ENGINEERED WOOD 2x SPF BLOCKING `''� ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. Q ♦ `� SIMPSON SDWC15600 SEE ROOF � FRAMING �1 SIMPSON PLAN FOR SDWC15600 DETAILS. SHEATHING MAY 1 SEE ROOF AT SIMPSON ;! FRAMING SIMPSON\,--TERMINATE TOP OF DBL. SDWC15600 lj PLAN FOR SEE NOTE 01. TOP PLATE. SEE NOTE 1• I DETAILS. TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE @ 48" O.C. �1 ROOF TRUSS CONNECTION r --r KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM_ PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS ANE ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" = 1' - SOLE PLATE ANCHOR SCHEDULE DESIGN ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" ° 3x3xO.229" 4" 2Y4' V"06" TITEN HD 42" 1 24" III 3x3xO.229" 4N' 2Y4' NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS ANE ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL Et SCHEDULE SCALE: 3/4" = 1' - KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY �1 TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2' NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. I HEAD OR SILL, L PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) NAIL SPACING AT SUPPORTED EDGES, -1 GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. - (U 0 N). AX.(U0N). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24" 0. C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL. 3. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. V2 ' 1'/2' DESIGN .0mb. fm R 1 P4,-erm Of", ley �1 (3) ROW OF 106 ° NAILS @ 8" O.C. ° 2 PLY BEAM. STAGGERED. ~' L DLSIGN!DRAWN/CHECKI-_D III 3 PLY BEAM. N N DAT, ° 2x4 MEMBERS:IF ° 4 ° (1) ROW OF 1 Od ° sCALr (4) ROWS 12d ° NAILS @ 4" O.C. r , NAILS EACH END. STRAP ATTACHMENT CAN B I LL INTERIOR OR EXTERIOR SIDE OF WALL. a .. AT 12" O.C. SIDE. IF NOT REQUIRED AT THE FOLLOWING: < 2x6 MEMBERS: ° STRAP o- u! EA. ° (2) ROW OF 1 O ., CONTPO1, No. (3) ROWS 12d THAN 8' OR OPENINGS LESS ® y cc NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. kI) ER 2 & 3 PLY BEAMS 2x4 OR 2x6 POST '2x8 POST (3)ROWS OF 5" (3)ROWS OF 63/4" .... LIJ � TRUSSLOK S000 TRUSSLOK W ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS �1 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. (2)12d TOE NAILS E.E. (MIN) HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SOLE PLATE CONNECTOR L SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY �1 TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2' NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. I HEAD OR SILL, L PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) NAIL SPACING AT SUPPORTED EDGES, -1 GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. - (U 0 N). AX.(U0N). RATED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24" 0. C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL. 3. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAS1 w/8 -10d COMMC SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO -. rPLATE: SDV�C r SCREW Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 "se P" ,._, IP R �r� �4, r �1 .•� �G S • .• � • �� 0.53311; ST OF • + Q RVID fVal cV `SJo ��v'```� Luis A. Ponti;o, FE FL PL#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO b ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � j e DESIGN .0mb. fm R 1 P4,-erm Of", ley gn.y APP rov �+rte S -3 t"'[ 7t - jjj...���.� J lal►II{. X19 .^•�'�f`�I„t"�������'1@ ','`VVj' HEAD OR SILL pi AT�c Q� STUD OR 2) BLOCKING FAS1 w/8 -10d COMMC SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO -. rPLATE: SDV�C r SCREW Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 "se P" ,._, IP R �r� �4, r �1 .•� �G S • .• � • �� 0.53311; ST OF • + Q RVID fVal cV `SJo ��v'```� Luis A. Ponti;o, FE FL PL#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO b ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � j e DESIGN .0mb. fm R 1 P4,-erm Of", ley gn.y APP rov �+rte S -3 t"'[ 7t - jjj...���.� J lal►II{. X19 .^•�'�f`�I„t"�������'1@ ','`VVj' NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DhMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R W PLAN N A N1 17_____) FRANKLIN -CARIBBEAN PLATE TO HEADER: SDWC SCREW @ � �. _-i z < 0 ~' L DLSIGN!DRAWN/CHECKI-_D III .� (� 24" O.C. CL < O ~ JWA , AJS LAP 2X4 WALL DAT, HEADER FASTENING SECTO z W 0 05.10.18 KING STUD TO FRAMING BELOW:Z cc �1 sCALr CS18 STRAP W/6-10DX1Y2" 0 < 0 AS NOTED V NAILS EACH END. STRAP ATTACHMENT CAN B I LL INTERIOR OR EXTERIOR SIDE OF WALL. LPA N°. NOT REQUIRED AT THE FOLLOWING: < STRAP o- u! TOLL -18-00551 - GABLE ENDS OR JACK TRUSSES LESS LL X Uj W ., CONTPO1, No. THAN 8' OR OPENINGS LESS ® y cc 4249 THAN 3'-6" �... W � C3 kI) ER W V Ch W ?� .... LIJ � S000 W SHEET 1 OF 10 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS @ 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST, 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE Z m N 16d COMMONS @ 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE Y4" OSB or PLYWOOD RIM BOARD Y4° SHORTER THAN LSHEATHING WALL FRAMING11 FLOOR SYSTEM. ALIGN WALL FRAMING �� VERTICAL JOINTS WITH WALL SHEATHING SPLICE I� JOINTS BLOCKING ONLY REQUIRED1� 5-8d COM AT SHEARWALLS AND--"ZEACH SIDE STUCCO FINISH OF SPLICE OPTION 2 OPTION 1 APA RIM BOARD OPTION OVER LAP SHEATHING NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. RODS ARE 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL IDOPTION�jSTALLED 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING S0.1 2x4 SYP#2 CATS AT 12" O.C. FASTENED TO TOP PLATE w/ 4-0.131x3" COMMON. FASTEN CATS EACH END w/ 3-0.131x3" COMMON TOE NAILS SHEARWALL EXTERIOR WALL ALTERNATE A 2x4 SYP##2 HORIZ. BRACING @ 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP##2 DIAGONAL I FASTEN EA. END w/ 3-10d COMMONS _ - - - _ - CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF TRUSS. 11'/4" SHEATHING FASTENED TO MAX. TOP PLATE w/ 1Od @ 3 O.C. 16" MAX. 2x SYP#2 CONT. ATTACH TO TOP PLATE AND TRUSS w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWAI I, SHEARWALL-/4- - Ij ALTERNATE B ALTLRNATE C 7 ROOF FLOOR DECK 10d @4"O.C. OSB DIAPHRAGM FASTEN FLOOR ROU FULL HEIGHT ANCHOR INSTALLATION TRUSSDWC THREADED 15600 - - - - - - @ 32" O.C. F 2x4 SPF##2 CONTINUOUS SCREWS SHEARWAL WASHER OSB WALL @ 3" O.C. FASTEN TO TOP 3/8 SHEATHING ALTERNATE G TO NAILER w / (1) ROW 8d FULL HEIGHT ANCHOR INSTALLATION TRUSS. THREADED STUD WALL FRAMING - - - - - - - : ' F 2x4 SPF##2 CONTINUOUS WOODHOLEATE CONOLETE WASHER TRUSS. @ 3" O.C. FASTEN TO TOP 3/8 '/2.,0 '/2"o 2x2x'/8" _ix 4" 4" 3" I 7/1e" OSB 3/4"0 1 3x'/4" LEDGER FASTENED TRUSS WEBS WIT 2Y2" 3" __=---------------------- -' PLATO w/ (2) ROWS MONO STEM MONO STEM 1� 1 s' BLOCKING _ ROOF TRUSS LOCATION. IF MORE THAN (1) LATERAL w/3 -0.131x3" PONTIGO & ASSOCIATES PRIOR TO BRACE IS NEEDED, OVERLAP BRACE 01 8d @ 3" O.C. OR JOIST\ FROM THE INTENT OF THE ORIGINAL i/KFOR PERPENDICULA ,3 o D PANEL BEING APPROVED BY LOU PONTIGO & FLOOR COMMON. TRUSS CONNECTION ADDITIONAL ENGINEERING OR • INSPECTION FEES. SEE DETAIL B ABON 2x4 SPF o o ,7_ / . CONTINUOUS 2x6 SYP#2 FRAMING LEDGER FASTEN WITH FULL HEIGHT SYP#2 2x'► NAILER FASTENED 5-0.131x3" EA. STUD. '� ALL AROUND HOLD DOWN AT AllMIN. (2)2x4 wood PARALLEL TRUSS FASTEN CATS EACH END w/ BELOW. & (1) ADJ. TO PORCH HEADER. ;� 2x4 SYP#2 CATS AT 12" WALL ADJ. TO ROOF CONNECTION TYPICA L PORCH TO TRUSS BOT. CHORD w/ ,M.I� 4 i OTEO SO 1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 AND WALL SHEATHING AND STUD FRAMING. 3-0.131x3" NAILS @ 6" O.C. ' I O.C. FASTENED TO TOP (2) ROWS 0.131x3" @ 3" O.C. it INTERIOR I, PLATE w/ 4-0.131x3" SW -2 1l SHEARWALL. SHEARWALL OR 1' 11 COMMON. 5-16d NAILS EXTERIOR WALL ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR SO.1 WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING I_. ROOF TRUSS ROOF TRUSS) SYP##2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REA TION LEDGER SIZE &, NA REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4 "0xfi" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"4x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES, WHEN 8 LEDGER CONNECTION OTED S01 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SP F#2 �\ BLOCKING ROOF MEMBER AT ROOF TRUSS, :ONTRACTOR MAY ;HOOSE A,B,C,D, OR G. !. USE ALTERNATE A. �T EXTERIOR WALLS :NDING BETWEEN ROOF "RUSSES. USE ALTERNATE & F FOR FLOOR 2x4 BLOCKING. FASTEN EACH END w/3-1�5d 2x12 OR (2)2x6 OR {2)2x4 SYP#2 LEDGER, TOENAILS FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. qq OVERFRAME RAFTERS, SEE PLAN. I; I SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS J ANDLEDGER TO ROOF MEMBER. MAY BE OMITTED WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D NA FULL HEIGHT WASHER n PLA �I XN ANCHORING SPECIFICATIONS - V - FULL HT. SOLE DOUBLE ANCHOR I FULL HT. TOP PLATE. UPLIFT PLATE ANCHOR DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL STUD Q i OR POST. FULL HEIGHT THREADED ROD SEE PLAN O ELEVATION O STEEL COUPLER © FULL HT. (OPTIONAL, LOCATE ANCHOR - AS NEEDED) AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT 'THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH(f) FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART F1 11 1 HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x }S" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.} ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1/a LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TIO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EE1XY ANCHORING: ALL THREADED RODS SHALL BE DRII LED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REr.)LIIREMENTS 6-10d COMMONS 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON -CENTER 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS, FASTEN TO TOP 2x6 SYP##2 NAILER PLATE w/ 10d @ 4" O.C. FASTENED TO TOP PLATE w/ 10d ® 3" O.0 PORCH SHEATHING, HEADER 1 SEE SPECIFICATIONS END BELOW PORCH PARALLEL HEADER & SUPPORT PORPOST, PER PLAN. I (2)MSTA24 TO WALL PERPENDICULAR ► STRAPS TO WALL 24"16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 10dx1Y2" EA. ENDBELOW STRAP w/11- 6x6 POST:ABU66 10dx1Y2" EA. END PORCH. PORCH HEADER, - SLAB SEE PLAN HTS16 STRAPS MSTA24 ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHFATHING SPECIFICATIONS: 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OR 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD /-_2 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE WALL SHEATHING 8d COMMON WIRE NAILS TO BLOCKING 0 3" O.C. STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE 6" DBL. TOP MAX4 NOTCH HEADER PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. ° °1 PORCH FRAMING INTERSECTION. (MIN. OF 8 -GUN NAILS of HEADER, 6-16d BETWEEN EACH TRUSS) o •I SEE PLAN. FULL HEIGHT ANCHOR OR DTT2ZMIN. (2)2x4 wooD PERPENDICULAR TRUSS HOLD DOWN AT BELOW. & (1) ADJ. DETAIL B BASE OF POST OPTION A TO PORCH HEADER. WALL SHEATHING FULL HEIGHT ANCHOR INSTALLATION CHART THREADED STUD WALL FRAMING Q © 0 F ROD 0 WOODHOLEATE CONOLETE WASHER EMBEDMENT EDGE DISTANCE 3/8 '/2.,0 '/2"o 2x2x'/8" _ix 4" 4" 3" 5/8 3/4"0 3/a"o 3x'/4" 7.5 12" 2Y2" 3" __=---------------------- -' MAX L MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART F1 11 1 HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x }S" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.} ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1/a LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TIO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EE1XY ANCHORING: ALL THREADED RODS SHALL BE DRII LED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REr.)LIIREMENTS 6-10d COMMONS 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON -CENTER 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS, FASTEN TO TOP 2x6 SYP##2 NAILER PLATE w/ 10d @ 4" O.C. FASTENED TO TOP PLATE w/ 10d ® 3" O.0 PORCH SHEATHING, HEADER 1 SEE SPECIFICATIONS END BELOW PORCH PARALLEL HEADER & SUPPORT PORPOST, PER PLAN. I (2)MSTA24 TO WALL PERPENDICULAR ► STRAPS TO WALL 24"16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 10dx1Y2" EA. ENDBELOW STRAP w/11- 6x6 POST:ABU66 10dx1Y2" EA. END PORCH. PORCH HEADER, - SLAB SEE PLAN HTS16 STRAPS MSTA24 ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHFATHING SPECIFICATIONS: 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OR 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD /-_2 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE WALL SHEATHING 8d COMMON WIRE NAILS TO BLOCKING 0 3" O.C. STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE 6" DBL. TOP MAX4 NOTCH HEADER PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. ° °1 PORCH FRAMING INTERSECTION. (MIN. OF 8 -GUN NAILS of HEADER, 6-16d BETWEEN EACH TRUSS) o •I SEE PLAN. FULL HEIGHT ANCHOR OR DTT2ZMIN. (2)2x4 wooD PERPENDICULAR TRUSS HOLD DOWN AT BELOW. & (1) ADJ. DETAIL B BASE OF POST OPTION A TO PORCH HEADER. WALL SHEATHING SW 8d@3" zc SW 8d@311/6)$ PERFORATED SHEARWALL SEGMENTED SHEARWALL (A) - UPPER TO LOWER STUDS (A - UPPER TO LOWER STUDS SW 8d@3/6: (2) CS18 STRAPS SW Bd@3/6: (2) CS18 STRAPS END �W Sd@3/6NHDS M TT5 OROHDUD5TM SW 8 @0/6: HT 5 OROHDD5TION OC - SOLE PLATE ANCHORS -SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.O SHEARWALL NOTES 1. PROVIDE/s" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AE END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTINI�2 BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE 4-12d TOE NAILS (TYP.) i ..... 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. D1 Q GABLE END BRACING SO.1 TOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 3� ��ULL HEIGHT " ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (3/8%6Y4") FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT SO-17II L 2x4 SYP##2 OUTLOOKERS @ 24" 0. C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH /--GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP �-- PLT W/ 2-H2.5T 0.131x3" TOE NAILS @ 8"O.C. -FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE I� LSTA12 @ 48" O.C. OR DBL TOP PLT I _ TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18-1Od MINIMUM 2 PLY MINIMUM STUD IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- -�Fr:1 STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING I POST BELOW WITH STRAPS WHEN FULL HEIUH I ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A STUD WALL FRAMING B SEE PLAN C �; w/ 2x SOLID BLOCKING FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) LSTA12 FOLDED OVER TOP 8d COMMON WIRE NAILS / - - AT SHEATHING EDGE DOUBLE TOP PLATEPLATE w/5 -10d NAILS TO BLOCKING @ 3" D.C. II CONTINUOUS OVER INTO TOP PLATE & 5-10d REVISIONS DATE ` >� HEADER >- NAILS INTO BEAM. SPACE __=---------------------- -' MAX L @ 48" O.C. OMIT IF WALL 1� 1 SHEATHING IS INSTALLED FACE OF BEAM ROOF TRUSS LOCATION. IF MORE THAN (1) LATERAL ' PONTIGO & ASSOCIATES PRIOR TO BRACE IS NEEDED, OVERLAP BRACE ON OR JOIST\ FROM THE INTENT OF THE ORIGINAL i/KFOR PERPENDICULA ,3 o D FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & !1' TRUSS CONNECTION ADDITIONAL ENGINEERING OR • INSPECTION FEES. SEE DETAIL B ABON 8 -GUN o o CONTINUOUS 2x6 SYP#2 NAILS LEDGER FASTEN WITH FULL HEIGHT 5-0.131x3" EA. STUD. ANCHOR OR DTT2Z HOLD DOWN AT AllMIN. (2)2x4 wood PARALLEL TRUSS BASE OF POST OPTION 8 BELOW. & (1) ADJ. TO PORCH HEADER. DETAIL A WALL ADJ. TO ROOF CONNECTION TYPICA L PORCH BEAM CONNECTION ,M.I� 4 3 OTEO SO 1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 AND WALL SHEATHING AND STUD FRAMING. SW 8d@3" zc SW 8d@311/6)$ PERFORATED SHEARWALL SEGMENTED SHEARWALL (A) - UPPER TO LOWER STUDS (A - UPPER TO LOWER STUDS SW 8d@3/6: (2) CS18 STRAPS SW Bd@3/6: (2) CS18 STRAPS END �W Sd@3/6NHDS M TT5 OROHDUD5TM SW 8 @0/6: HT 5 OROHDD5TION OC - SOLE PLATE ANCHORS -SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.O SHEARWALL NOTES 1. PROVIDE/s" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AE END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTINI�2 BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE 4-12d TOE NAILS (TYP.) i ..... 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. D1 Q GABLE END BRACING SO.1 TOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 3� ��ULL HEIGHT " ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (3/8%6Y4") FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT SO-17II L 2x4 SYP##2 OUTLOOKERS @ 24" 0. C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH /--GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP �-- PLT W/ 2-H2.5T 0.131x3" TOE NAILS @ 8"O.C. -FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE I� LSTA12 @ 48" O.C. OR DBL TOP PLT I _ TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 @ 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18-1Od MINIMUM 2 PLY MINIMUM STUD IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- -�Fr:1 STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING I POST BELOW WITH STRAPS WHEN FULL HEIUH I ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER IE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN .. T�oonr,Un TO11CQFQ nc INnIrATFD IN TRUSS SPECIFICATIONS. '1 PERMANENT TRUSS BRACING 2 PLY AT 2ND STORY STUD STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z fw/8- Y4%1 Y2" HTT5 SIDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8 FULL HEIGHT ROD 518 FULL HEIGHT ROD �14FULL HEIGHT THREADED ROD sD.1 ALTERNATE SCALE: 3/4" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS HTT5 or HDU5 =ADED DXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS I I SIMPSON DTT2Z j W/8- Y4"x1Y2" SDS SCREWS I I Y2" THREADED ROD I EPDXIED 4" MIN OR Y2x6" TITEN HD LTT20 HOLD DOWN ATTACHMENT DETAIL HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)MSTA24 STRAPS (4) TO TRUSSES APPLIED BACKSIDE OF WEB. :�. AIN �•�� N 'ONAL E0V0•���, BRACING APPLIED TO FL PE#53311 REVISIONS DATE FRONT SIDE OF WEBS. 11 . 1 . . . CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO BRACE IS NEEDED, OVERLAP BRACE MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL AS SHOWN. ,3 '1 PERMANENT TRUSS BRACING 2 PLY AT 2ND STORY STUD STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z fw/8- Y4%1 Y2" HTT5 SIDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8 FULL HEIGHT ROD 518 FULL HEIGHT ROD �14FULL HEIGHT THREADED ROD sD.1 ALTERNATE SCALE: 3/4" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS HTT5 or HDU5 =ADED DXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS I I SIMPSON DTT2Z j W/8- Y4"x1Y2" SDS SCREWS I I Y2" THREADED ROD I EPDXIED 4" MIN OR Y2x6" TITEN HD LTT20 HOLD DOWN ATTACHMENT DETAIL HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 @ 32" O.C. B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING II I,I II II I�I Ipl II T -BRACE FASTENED TO I,I WEB w/ 12d @ 6"0. C. I T -BRACE TO BE THE (,I SAME SIZE, SPECIES, I I AND GRADE AS WEB lol TO BE BRACED. II 1°I 101 BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12- (2)MTS12 SIMPSON FULL HEIGHT \-(2)H2.5T \-(2)H2.5T LTT20B THREADED ROD WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) MINIMUM 2 PLY HO -D DOWN SEE PLA STUD 3/8" ROD = HTT2Z 5/8" ROD = KTT5 BUILT-UP POST, BUILT-UP POST, L SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL 16 GIRDER / BEAM STRAPPII�!C3 X0.1 THIS DETAIL ONLY APPLIES WHEN NOTEC )N PLAN Lou Pontic o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PON CENS k# r 'N10,53311 OF :�. AIN �•�� N 'ONAL E0V0•���, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES .MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL 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 FRANKLIN -CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALL: AS NOTED LPA No. TOLL -18-00551 CONTROL No. 4249 SHEET Soo] SHEET 2 OF 10 OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD HEADER AT PACK WITH 2–ROWS OF 16d TOP OF ROUGH RING SHANK NAILS CSD 12" O.C. 2)20ga STRAPS OPENING HEADER TO JACK ATTACH GARAGE DOOR THRU 2 2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO (� HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 JACK STUDS 5i�" THREADED ROD SUPPLIER EPDXIED 12" — 0 HTT5 w/ i (2)2x STUD CORNER 5/8" THREADED ROD o I o EPDXIED 12" { ss ssss ,i P.T. SOLE PLATE GARAGE SOLE PLATE GARAGE w/ FLOOR ANCHOR 5/8" THREADED ROD EPDXIED 12" SOLE PLATE i GARAGE WING WALL SECTION ANCHOR THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. CONC. SLAB GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING 'SCK STUD F DOOR Y4"x3Y2" TAPCON SCREW CONC. SLAB 4CK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" ELEVATION VIEW ELEVATION VIEW OPTION A OPTION B t FRONT ENTRY )AMB FASTENING r) 2J THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �rkj q WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING 5/8"0 THREADED ROD w/3x3x '/4" PLATE .. . . . . . . . . . . (2)20go STRAPS HTT5 W HEADER TO JACK" THREADED ROD 1'�� EPDXIED 12" MAX 101 1 EXTEND HEADER TO 2 2 FAR SIDE OF WALL (2)2x6 (2)2x SPF 2 AS SHOWN. °� ° JACKS 66 6 6 6 AND (1) 4'–O"x4'–O" PIECE OF WALL KING. SHEATING INSTALL AT UPPER HTT5 w/ CORNER 1" BELOW GARAGE HEADER DETAILA 5,� THREADED ROD LA ON EXTERIOR STUD (TRIMED AS EPDXIED 12" SHOWN) FASTEN8d COMMON Q& GALV. BOX NAILS SHEATING TO HEADER w/ HTT5 w/IN 3" GRID PATTERN AS SHOWN AND 3" D.0 IN ALL FRAMING 5/g" THREADED ROD (STUDS, BLOCKING & SILLS) TYP. EPDXIED 12" A DOUB E BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS " s NAL DOUBLE PLATE BETWEEN /8 � THREADED ROD (OVER ADDITIONAL STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. 2 GARAGE PORT LL WING WALL D.21 THIS DETAIL ONLY APP ;IES WHEN NOTED ON PLAN PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 12" MIN. 8d @ 6" O.C. EDGE &FIELD. I �--= -`��j ATTACH PORCH BEAM TO I SUPPORT POST w/ (2)HTS20. `I ATTACH SUPPORT POST TO SOLE PLATE I, FOUNDATION WITH HTT4 ANCHOR i 0 w/ '/8"0x6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW. 0 32" O.C. 1–MSTA24 BELOW CS180 32" O.C. 10 WALL STRAPPING DETAIL 0_?J THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 wj 7-10dx1Y2" EACH END @ 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD FLOOR TRUSSES OR JOIST, OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVER BEAM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN STUD TO TOP P SDWC15600 S( @ 32° GARAGE HEADER, SEE PLAN ALWAYS HEADEF TOP OF OPEN z �h 8d ® 3" FLOOR TRUSSES OR JOIST. CRIPPLE STUD 3ARAGE HEADER, 3EE PLAN STUDS PER PLAN. i TT5 w/ " THREADED I:OD PDXIED 12" THICKENED SLAB EDGE AT GARAGE OPENING. GARAGE CENTER WALL FRAMING SCALE: 3/4" PLAN OPTION C DROPPED BEAM BOT PLATE TO TRUS Y4'x3)�" LAG SCBE% WITH ROUND WASHEI AT EACH FLOOR TRUS' STUDS TO TOP PLATE WALL SHEATHING CS18 w/7-10dx1Y2" EACH END @ 48" -O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. Igl ® I STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4'x312" LAG SCREW ®32" O.C. WITH ROUND WASHER :�, 24" O.C. TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING4-0.131x3" TOE NAILS (2 EA. SIDE) H3 0 EA. 2x4 OUTLOOKER NOTE OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS CONTACT THE E.O.R STATE Or .' PLAN NAME TO THE INT. FACE OF FRANKLIN—CARIBBEAN tROOF N7 r - BALLOON FRAMED WALL STUD SPACING, SEE DAFE SHEATHING 05.10.18 AND FASTEN TRUSS TOP FRAMING PLAN Q$ A AND BOTTOM CHORDS TO SCHEDULE. LPA No. BALLOON FRAMED WALL TOLL -18-00551 5-12d TOE �_ STUDS w/ 2-0.131X3" 2x4 BLOCKING AT NAILS EACH • NAILS AT EA. STUD. 48" O.C. BETWEEN TRUSS GABLE AND FIRST INTERIOR TRUSS. FASTEN GABLE END CONVENTIONAL ANCHOR PER SCHEDUI �+la, NO FULL HEIGHT ANCHvi. REQUIRED. BALLOON FRAMED GABLE END SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. 2x4 P.T. SYP N o.2 FBLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP gyp., DOWN TO REQUIRED DEPTH PRE—ENGINEERED WOOD ROOF TRUSSES. 12d COMMON \ WIRE NAILS @ 4" 0.C. STAGGERED UPLIFT CONNECTOR DOUBLE TOP PLATE "8`1 RAFTER TAIL DETIAL 1'-4" Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 t1`Ik►kit I 1# 404004#0 P0 #''00'.40. �- E Ns THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE N0.3311 • ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R STATE Or .' PLAN NAME FRANKLIN—CARIBBEAN DESIGN/DIZF\WN/CI-{ECKED N7 r - JWA � AJS � LAP FL PE#53311 DAFE REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU! PON,MGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROUI THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME FRANKLIN—CARIBBEAN DESIGN/DIZF\WN/CI-{ECKED JWA � AJS � LAP DAFE 05.10.18 LPA No. TOLL -18-00551 CONTI:OL No. �_ 4249 • SHEET 3 OF � Q DOUBLE 2X4 TOP PLATE 2X4 LEDGE FASTEN TO TRUS w/2 -12d COMMON HTS16 STRAP. Wf AROUND MAIN HOUSE PL 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) DOUBLE 2X4 TOP PLATE AT SAME ELEVATION AS HOUSE TOP PLATE WALL SHEATHING SEE CONSTRUCTION SPECS DOUBLE 2X4 STUDS AT CORNERS HTS16STRAP. WF AROUND MAIN HOUSE - PL 18 GAUGE 24" STR) AT EACH SIDE OF EA( CORNER (6 TOTA DOUBLE 2X4 TOP PLA' AT SAME ELEVATION > HOUSE TOP PLA 2X4 STUD 0 1 HTT5 (1 AT EACH OUTSIDE CORNER, 2 TOTAL) HOUSE ZIOR WALL �G JSE rE COIL STRAP ,,NER ,LL RU JG 16 GAUGE 24" STRAP AT EACH SIDE OF EACH CORNER (6 TOTAL) HTT5 (1 AT EACH OUTSIDE CORNER, 2 TOTAL) ^~ (2)2X_ STUDS AA HTS16 STRAP, WRAP AROUND MAIN HOUSE TOP PLATE 1' MAIN HOUSE EXTERIOR WALL i HTS16 STRAP. WRAP AROUND MAIN HOUSE TOP DOUBLE PLATE 2X4 STUDS AT CORNERS 1I (2)2X_ STUDS MAIN HOUSE WALL i SHEATHING I CONTINUOUS THRU FASTEN STUD TO MAIN CHIMNEY FRAMING HOUSE STUD w/1—ROWS WALL SHEATHING OF J"x6" SDS SCREWS ® 32" D.C.— SEE CONSTRUCTION SPECS 2X4 STUD C� 16" PLATE ANCHOR PLAN (MINIMUM 2 PER SIDE) SIDE OF BUILDING ATTACHMENT 2 -STORY CHIMNEY FRAMING L3 0 -Q. Lou Pontio and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 .0i11�sn, �,,,,..r�f►������. �,/ •� �� { Y SS' f •fid`-� N r * ' . 0.53311 .P ' OF 01 Luis A. Pontigo, PE FI PF45'i311 REVISIONS DATE =FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL_ FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC FRAMING DETAILS LARCHITECTURAL ALE DIMENSIONS FROM WINGS. IF A DIMENSION IS EAR REFER TO THE DRAWINGS OR TACT THE E.O.R PLAN NAME FRANKLIN—CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18-00551 CONTROL No. 4249 SHEET S003 SHEET 4 OF 0 0 0 63'-8" 3 8'-10 - I 1 -0 S1.01 I I ! I , .-.. � .., ,` �-� n� , �. r � ,,`t �. - f _ . `� . i "`,, %\,. Y., "} -.- .y,� M1'+��,�.. � \'y a � ,� •/'� Yq � `r-ry„i.yE� � : / .? r' '!-.:.Q a.. i _-- a -- MONO FOOTING TO I I SLIDING GLASS DOOR _ I S EMWALL w/ �I FRAMES MUST BE RECESSED12 #5x30" DOWELS 1 PLANS I I SEE ARCHITECTURAL E OXIED 6» MIN. FOR LOCATON OF SLIDING r -- GLASS DOORS. _J C ' I S11.01 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD.T1 1 ( OF CONCRETE OR 6x6 W1.4x ,1 .4 ! I I `\ S1.01 WWF ON EMIL VAPOR BARRIER',\`s I 1 4» 1 IN PREPARED GRADE. I . ! I: ____._ _ L 5'-0" ,4-10, 401 PROVIDE SAW CUTS PER 5/S1.01, BUILDER TO7B COORDINATE WITH FINISH I �...M,... 51.01 LI.00R MATERIAL. [ I MONO FOOTIHG TO �.. 9 STEMWALL W/ 2-#5x30" ' S1.01 S1.01 DOWELS EPDXIED 6" MIN. N 9 SI M. I I I ( I I 4 S1.01 i SAWCUT I_ I STAIRS BY BUILDER I I 18, -177 cn I I r ,40 3 S1.01 - - S1.01, 3'-0" 0 N 10B S1.01 ^ 9 I S1.01 ,_''( I PAVERS I BY OTHERS 00 CDI � _s° I I PROVIDE 2-#4x47 -0 MONO FOOTING ' °I" I CORNER CRACK BARS TO STEMWALL I AT SLAB MID -DEPTH. I w/ 2-#5x30,> I k I DOWELS EPDXIED I 6" MIN. N i 51.01 2.0 7, r__"), ( V-0 9'-10" FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0"3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-O" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-O" 1'- 0" 4 -#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT, 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERA- FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE �-RCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FIGS. & FND. SHALL B IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. s > \ i si.o �n 4'-10" FOUNDATION PLAN SCALE: 1/4" = 1'-0" r jj ? I MONO FOOTING TOS1.o1 - j l STEM WALL w ' .� �I / S1.01 '1I ; 2-#5x30.7 DOWELS EPDXIED 6 MIN. ' ° I I (� S1.01 ^6 S1.01 �- j ( X r 00 1 ,7 6,-277 7 3I. 0 11,-377 13 -7 I I I I III SII 6 I 1 S1.01 I I I S1.01 I ---------- - I I nx1 S1.01 53'-10" 63'-8" • •• W •• 0 N 0 0 0 Nt- 1 SYMBULS LEUENU - - - - - DESIGNATES FOOTING LINE _ DESIGNATES SAWCUT LINE ' INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pont]"o and Associates, Inc. 420 Osceola Avenue Jax. leach, Florida 32250 11h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 7i `\``�,,`�►a�a�ntrnn�7 ���� - Noy, 311 - - '. STAT O ,'if J O,cF •.,C O R 10,.• �� �,,,.� ` L u�I s IIA1,1„n lhM''t ig o, P E FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH .MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL_ ENGINEERING OR INSPECTION FEES. =z ULD QLp Lnw�' Lu Z OQ� J Q � J � w � Z � N m O Ou 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. PLAN NAME FRANKLIN -CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18-00551 CONTROL No. 4249 SHEET S160 �,�SH�EET�5OF AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, SEE PLAN. GRADE OR CONC. SLAB, SEE PLAN.77 ,! , zty\r--\ #4 DOWEL TO MATCH VERT. LLJ STEMWALL SCHEDULE CMU REINFORCING COURSES - � _, - 1 TO 6 #4 VERT. @ 48"0. C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. o -=-y �� ,��: STEMWALL REINFORCING (SEE 00110 SCHEDULE) w/ 6" HOOK INTO ' FOOTING. LAP VERT REINFORCING 25" IF STEMWALL IS GREATER • ' ,��� THAN (3) COURSES. =-=L�%"` CONT. CONCRETE FOOTING 8"d x 16"w 1 -STORY, w/(2)#5 CONT. ! 10"d x 20"w `� 2 -STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = V-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTF (1)#5 CONTINU CORNER Bf 12" HOOK SLAB ON GRADE, SEE PLAN. 8" CMU STEM WA #4 VERTICAL DOWELS @ 24 900 BEND INT( CONTINUOUS CON F( STEMWALL AT GARAGE SCALE: 3/4" = V-0" 12" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE CORNER BARS TYP. SEE 7B/S1.01 15— 2 SEE ARCH PLAN 1I SLAB ON —_�-- �— GRADE, SEE PLAN. Xy \ \ / ARCH SHOWER PAN SLOPES TO DRAIN, SEE A PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. z 00 - 41 4q / STEMWALL, SEE 1 /S1.01 . 7 \ FOOTING W/ SHOWER RECESS S1.01 (IF REQUIR D) 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN _T t SLAB ON GRADE- ` {SEE PLAN NOTES: 1) PROVIDE SAWC TS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. �ONC. SLAB WITHIN 4 TO 12 HOURS OF PLACEMENT. SAW C�JT DETAIL S1.01 BOND B�AM w/1-#5 I SLAB ON GRADE, 4 SEE PLAN. o -�� `` GRADE OR CON N 1 i SLAB, SEE PLA . r ALT. FOOTING AT BUILDERS DISCRETION. " #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) w/(2)#5 CONT. MONOLITHIC EDGE FOOTING WALL FRAMING TYPICAL WALL_ FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1-#5 CONTINUOUS SLAB ON GRADE - SEE PLAN z SLAB ON ------�. - � _, - `J - GRADE, zQ 00 SEE PLAN. 00 • r OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. � ' 8"x20" 2—STORY, N BEARING 12" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE CORNER BARS TYP. SEE 7B/S1.01 15— 2 SEE ARCH PLAN 1I SLAB ON —_�-- �— GRADE, SEE PLAN. Xy \ \ / ARCH SHOWER PAN SLOPES TO DRAIN, SEE A PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. z 00 - 41 4q / STEMWALL, SEE 1 /S1.01 . 7 \ FOOTING W/ SHOWER RECESS S1.01 (IF REQUIR D) 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN _T t SLAB ON GRADE- ` {SEE PLAN NOTES: 1) PROVIDE SAWC TS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. �ONC. SLAB WITHIN 4 TO 12 HOURS OF PLACEMENT. SAW C�JT DETAIL S1.01 BOND B�AM w/1-#5 I SLAB ON GRADE, 4 SEE PLAN. o -�� `` GRADE OR CON N 1 i SLAB, SEE PLA . r ALT. FOOTING AT BUILDERS DISCRETION. " #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) w/(2)#5 CONT. MONOLITHIC EDGE FOOTING WALL FRAMING TYPICAL WALL_ FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1-#5 CONTINUOUS SLAB ON GRADE - SEE PLAN MATCH DOOR PAVER BY WITH, SEE ARCH. OTHERS ��\ i PAVING BY \ 8 MASONRY BUILDER - 7 ti �. _ % STEM WALL w c� / E. J. #4 @ 48" 0. C. \� MATERIAL .� 12" THICK x 20 WIDE w/ (2)#5 CONT. '9 POfICH STEM WALL S1.01 • SOLE PLATE ANCHOR, SEE 3/S0.0 '--,,�8" CMU STEM WALL W/ �---- -.- #4 VERTICAL DOWELS @ 24" 0. C. i 9D° BEND INTO FTG. • CONTINUOUS CONCRETE FOOTING 3" CLEAR LdQ 10"x20" w/ 2-0 CONT. GARAGE STEM WALL (IF REQUIRED) } 3/4" RECESS T SLAB ON _ GRADE, SEE PLAN. 12"x12" 1DETAIL 10B 1 #5 CONT. THICKENED EDGE w/ 1-#5 CONT. SLAB ON GRADE, SEE PLAN. 8„x8„ DETAIL 10A THICKENED SLAB STEP, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING STEP, SEE ARCH. PLAN BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. SLAB ON GRADE, SEE PLAN. 00 \ /�-v, 3 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. TYPICAL MONO - FOOTING NOTES, SEE DETAIL 8/S1.01. o f _ 0bi w0ZZ2-1-� ; t. � a • G d .//�II „ 3—#4 HOOKED 24 VERTICALS 8” O.C. 8» ISOLATED FOOTING, REINFORCING, SEE PLAN SEE SCHEDULE. n icni ATpn PnnTINC; t 1NnFR KAnNnLITHIC EDGE �1 J Lou Pontioo and Associates, Inc. 420 Osceola Avenue )ax. l3each, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 SLAB ON ------�. - � _, - `J - GRADE, ,r 4 SEE PLAN. 00 • r OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR MATCH DOOR PAVER BY WITH, SEE ARCH. OTHERS ��\ i PAVING BY \ 8 MASONRY BUILDER - 7 ti �. _ % STEM WALL w c� / E. J. #4 @ 48" 0. C. \� MATERIAL .� 12" THICK x 20 WIDE w/ (2)#5 CONT. '9 POfICH STEM WALL S1.01 • SOLE PLATE ANCHOR, SEE 3/S0.0 '--,,�8" CMU STEM WALL W/ �---- -.- #4 VERTICAL DOWELS @ 24" 0. C. i 9D° BEND INTO FTG. • CONTINUOUS CONCRETE FOOTING 3" CLEAR LdQ 10"x20" w/ 2-0 CONT. GARAGE STEM WALL (IF REQUIRED) } 3/4" RECESS T SLAB ON _ GRADE, SEE PLAN. 12"x12" 1DETAIL 10B 1 #5 CONT. THICKENED EDGE w/ 1-#5 CONT. SLAB ON GRADE, SEE PLAN. 8„x8„ DETAIL 10A THICKENED SLAB STEP, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING STEP, SEE ARCH. PLAN BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. SLAB ON GRADE, SEE PLAN. 00 \ /�-v, 3 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. TYPICAL MONO - FOOTING NOTES, SEE DETAIL 8/S1.01. o f _ 0bi w0ZZ2-1-� ; t. � a • G d .//�II „ 3—#4 HOOKED 24 VERTICALS 8” O.C. 8» ISOLATED FOOTING, REINFORCING, SEE PLAN SEE SCHEDULE. n icni ATpn PnnTINC; t 1NnFR KAnNnLITHIC EDGE �1 J Lou Pontioo and Associates, Inc. 420 Osceola Avenue )ax. l3each, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DA'( E (7 7IELDALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES - Z Z U �7 Q � � w w � m D w (� LLJ z pzn J Q � J � L1j � z � N m OO O u FOUNDATION 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 NAM E FRANKLIN—CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALE: AS NOTED LPA No. TOLL -18-00551 CONTI:OL No. 4249 St -IFFY • SHEET 6 of 10 ENS v •�� . 1 _ No. 3311 STATE F ;• • r L U IrSuf�r����lt I J o, P E FL 11E#53311 REVISIONS DA'( E (7 7IELDALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES - Z Z U �7 Q � � w w � m D w (� LLJ z pzn J Q � J � L1j � z � N m OO O u FOUNDATION 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 NAM E FRANKLIN—CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALE: AS NOTED LPA No. TOLL -18-00551 CONTI:OL No. 4249 St -IFFY • SHEET 6 of 10 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN -- LINE DESIGNATES SIDE OF WALL THE SW 3Z6_ 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, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 _-- X5 THREADED ,307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 T DIRECTLY (2)2x6 POST DIRECTLY! (2 2x6 POS I ) BELOW POST ABOVE. 3i�" ,307 DIAMETER THREADED BELOW POST ABOVE. PRO SIDE SOLID BLOCKING �I { I ROD TERMINATES AT FIRST FLOOR PROVIDE SOLID BLOCKING � � I ; TOP PLATE, SEE DETAIL 12/S0.1 WITHIN FLOOR SYSTEM. i WITHIN FLOOR SYSTEM. ,307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR 2 2X6-1 1 TOP PLATE, SEE DETAIL 12/SO.1 (2)2x8 1/1 ) / _. _- ---. - _.-----�.- SIMPSON HTT5 SEE DETAIL 15/50.1 - _.. _ _ l I sa._.� -_ I (3)2x6 I I A& SEE DETAIL \ SPF#2 J 1 /SO.2 SIMPSON DTT2Z SEE DETAIL 15/SO.1 _ _ I POST. I SIMPSON LTT20B SEE DETAIL 15/S0.1 I OSB WALL N I PROVIDE MIN. �I4 SHEATHING. N w I - �. I � I �. � WALL STUD SCHEDULE o (2)INTERMEDIATE I w i Q _f JACK STUDS. ,`� > ( I PLATE STUD SIZE N _ 3 I �-' Q LOCATION HEIGHT I `-� m &SPACING N I' ___ I SHEATH CONT. THRU Q - _ EXTERIOR 9'-1" 2x4 SPF#2 @ 16 O.C. I; FASTEN TOP OF WALL �; i PERPENDICULAR WALL. N r -� SEE DETAIL 10,X1 ' I PER DETAIL 5E S0.1. I \ �� __ K-3/SO.2EXTERIOR 2x6 SPF#2 ®16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. � / ( --I I EXTERIOR 10'-1 TO 2x6 SPF#2 ®16" O.C. � r 14'-0 w ( _I_.-_..; ,,a��. 10'-0" L_ I_J MAX INTERIOR 2x4 SPF#2 0 16" O.C. � TRELLIS BY 12'-0" 2x6 sPF#2 ®1s" O.C. or I - ___, BUILDER. T \ w INT ERIOR I � N Q MAX 2x4 SPF#2 ®12" O.C. ♦` I I STRAP HEADER f «, i �. Q sTuo Notes: X I I w 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE EACH END N �-. N = " I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. _ I X w I i W/(2)MSTA24. ARCHITECTURAL MAY INCREASE SIZE TO MEET I� I SEE DETAIL 3.) SPF DENOTES SPRUCE PINE FIR.. SYF DENOTES SOUTHERN N I < I I 1 /SO.2 SIM. YELLOW PINE. ` (3)2x6 I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. N SPF#2 „ _. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POST. DTT2Z ® 32 O.C. TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. `` \, `�.-.- --- � ---- -- ---------------' ---- •-- -I =: SHEARWALLS 3/S 0.0 FOR ADDITIONAL ANCHORS AT i i III\�r - _(3)2x12F(2)2x6-1 /1 -ATH CONT , To >COMBINED USE PANEL NOTES (2)2x61SHE SPF '2 FLOOR DECK. m msµ_1. EXTERIOR to > ALL `� I', I CONTINUOUS WALL SHEATHING BOTTOM NPLATE LTOBUPPER MOST POST. I FASTEN TO TRUSS MEMBERS In I (2)2x6 STRAP HEADER I TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING NIS ♦ Q I '`,` Q SPF#2 PER 8 SO.O. `I SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W/ 8d COMMON POST. / I I; N STRAP HEADER (2)2x641/1 3 O.C. DO NOT PER 8/SO.D. 2. SEE SHEET S0.0 FOR WALL SHEATHING J I `L, .. _....; BREAK SHEATHING o __..__ ..GIRDER_ F_G7J ABOV _ _ SPECIFICATIONS. �i'I ' DOUBLE TOP - ---� ; - ;' 3. UPPER MOST TOP PLATE SUPPORTING ROOF J AT D\ ` i. MEMBERS SHALL BE STRAPPED AS SHOWN IN N o;�l I PLATE \ !' ►,`; NON-STRUCTURAL DETAIL 1/Sa.O 00 �I . I (2)2x6 (3)2x6 3 2x6 I € BRACKET BY BUILDER, OSB WALL ( ; 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL > I ._ M ._' I SPF#2 SPF#2 " oo � SEE ARCH. (3 PLACES). 3/SO.O -' STRAP HEADER ; - I SHEATHING. POST. , I; MIN 2x8 LEDGER C� I I < I :` POST.cn -� EACH END I ` I; LANDING. FASTEN w/ GENERAL NOTES W/(2)MSTA24. 1 �I (3)SDWC15600 C� EA. STUD F `1 R FG3 ABOVE 1. SEE DETAIL 2/50.0 FOR WALL FRAMING DETAIL. r7 GIRDER _ _ SHEET FOR STUD G R - - - - SEE WALL STUD SCHEDULE THIS `I SIZES AND SPACING. AT GIRDERS AND BEAMS, 2 2 x 6 POST DIRECTLY _._._..____ ._ __. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER ( ) W POST ABOVE. BELOW (3)2x6 I I PLIES. PROVIDE SOLID BLOCKING SPF#2 I 2. SEE SHEET S0.0 FOR ROOF AND FLOOR PROVIDE MIN. (2) WITHIN FLOOR SYSTEM. POST. INTERMEDIATE 10° SHEATHING SPECIFICATIONS. X STUDS. � N 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE \ - - - PLIES BEAMS, HEADER, AND - I TOGETHER PER DETAIL 6/SO.O STUDS) FASTEN PLIES _ Cf, ♦ --- ,� �_. _ �- _ - -moi- € �.-----+ _ - 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (3)2x12 2 2x8-1 1 ( - I (2)2x10-1/1 (2)2x10-1/2 SW; 3/6 (2)2x10-1/1 3/sa.a ( ) /5. AT SHEARWALLS, PROVIDE DIAPHRAGM FOR I I _ (3)2x6 POST DIRECTLY SEE 3/SO.1 ___♦� 1'-O" �' O" ATTACHMENT PER DETAIL 5/S0.1 BEAM CONN. (TYP) �_ _ _ \,--BELOW POST ABOVE. PROVIDE SOLID BLOCKING fi. FOR ATTACHMENT OF EXTERIOR WALLS THAT CHIMNEY TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7 FRAMING SEE WITHIN FLOOR SYSTEM, 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING DETAIL 1 /SO.3. AND HOLD DOWNS CONT. DOUBLE TOP PLATE SET STUDS DIRECTLY ON CS18 STRAPPING DETAIL PLATE. DO NOT BUILD CS18 STRAP w/ 10" KNEEWALL C� FLOOR SYSTEM END LENGTH. FASTEN ,I THIS END w/ 9-10d. WALL FRAMING I� O W J -_--'-------- , 1� I g NO NAILS REQUIRED FLOOR li IN CLEAR SPAN I� TRUSSES OR JOIST. I 0 WALL FRAMINGUj I z I� r SHEARWALL NOTE: SW: 3/6 CS18 STRAP w/ 10" END LENGTH. FASTEN SW: 3/6 DESIGNATES SHEARWALL THIS END w/ 9-10d. NAILING - 8d @ 3" EDGE AND 6" "FIELD' SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 PLAN FIRST FLOOR FRAMING SCALE: 1/4" SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW 8d03"/6") SOLE PLT ® WHEN NOTED ON PLAN r-��I V •fff�a �,ff ff� \,,�,r Luis`'-,,,;r�!t SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 _. i 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE SOLE PLT @ 36" = 36" ON -CENTER SPACING C° Lou Ponti0o and Associates, Inc. 420 Osceola Avenue Jax. [leach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 `,t,►��►,�►►11►Hilt►SUu�fy} a s �•f .r ' No 53311 s E OF r-��I V •fff�a �,ff ff� \,,�,r Luis`'-,,,;r�!t F L 1)"#'`1'` REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PON-11GO & ASSOCIATES .MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIRST FLOOR F RAMING I�W 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 FRANKLIN -CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DAT E 05.10.18 SCALE AS NOTED LPA No. TOLL -18-00551 CONT[:OL No. 4249 SHEET S161 SHEET 7 OF 10 RAFTER TAILS, SEE DETAIL-/ 8/S0.2 (TYP. ) 2 SO.1 SIM. SHEATH WALL CONT. THRU LOW ROOF TO IST LEVEL BOTTOM PLATE. CUT HOLE IN SHEATHING FOR TRUSS BOTTOM CHORD BEARING. F15 F14 f f; I F1_4 I I F14 � 7 1 F14 S0.1 F14 F14 F14 F14 SIM. 2 F14 SO.1 F14 I j IF13 K_�14 I I H TS16 ��t'1. CD 11 j:F1 3 F13 F13 -� IIr �I% II F13 F12 r2 I i IH TS16 F12 44 2 50.1 IM. FRAME UPPER LEVEL STUDS CONT. FROM 1ST LEVEL TOP PLATE TO 2ND LEVEL TOP PLATE. DO NOT FRAME KNEEWALL @ FLOOR SYSTEM ELEVATION THD46 JUS24- t11I�l1l►�rii g1i}'��+�+lII�IIIVI�IPei JUS24 • sN t ' No. 533 91 --F11 1 t s L_ S0.1 AL THD46 LTL LL CHIMNEY_ LL LLL FRAMING SEE Roof Truss Connect r List DETAIL 1/S0.3. Manuf N Qty USP JUS24 14 USP THD26 1 Floor Truss Connect r List Manuf Product Qty USP JUS24 6 THD46 THD46 1 2 THD46 8 F9 I . THD46 -1, � U w F5 THD46 THD46 LL THD46 I " TRUSS /ROOF RAFTE NOTES: STRAPPING NOTES 1. STRAP TRUSSES A D ROOF RAFTERS TO BEARING WITH 2-12D TOEN ILS & 1-SIMPSON SDWC15600 SCREW UNLESS OT ERWISE NOTED (2)HTS 6-/ JUS24- t11I�l1l►�rii g1i}'��+�+lII�IIIVI�IPei JUS24 • sN t ' No. 533 91 --F11 1 t s L_ S0.1 AL LO JUS24 CHIMNEY_ FL PL#53311 FRAMING SEE Roof Truss Connect r List DETAIL 1/S0.3. Manuf Product Qty USP JUS24 14 USP THD26 1 Floor Truss Connect r List Manuf Product Qty USP JUS24 6 USP MSH422 1 USP THD46 8 TRUSS /ROOF RAFTE NOTES: STRAPPING NOTES 1. STRAP TRUSSES A D ROOF RAFTERS TO BEARING WITH 2-12D TOEN ILS & 1-SIMPSON SDWC15600 SCREW UNLESS OT ERWISE NOTED (2)HTS 6-/ JUS24- t11I�l1l►�rii g1i}'��+�+lII�IIIVI�IPei JUS24 • sN t ' No. 533 91 7t, t s JUS24 • S -OF ' R 10 AL LO JUS24 (2)HTS16 FL PL#53311 JUS24 Ua 6-/ 0 co F— � U w cin 2)HTS16 1 1' MA IOWA FLOOR AND RO F TRUSS PLACEMENT PLAN SCALE: 1/4" = V-0" 0 U) CD W CD Or CD F- Ln U = U Q (A L,J U) oU) CD (fl L~ =U = � U :o Q LiJ @ FT3 FT3 2)HTS16 FT3 FT3 FT3 FT2 FT2 FT2 FT2 FT FT2 F08 "---(2)HTS16 1 S0.1 CONT, 2x_ RIMBOARD. OSB BLOCKING PANEL BETWEEN EA. TRUSS SEE DETAIL 5E/S0.1. SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS EE 1= TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar j STUD DIRECTLY BELOW TRUSS -4"y2"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL L4aLl BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) ISTUD NOT DIRECTL BELOW TRUSS Do not install SDWC in hatched area SDWC15600 SDWC INSTALLATION RANGE )i` minimum edge distance for full values (with or without a plate splice) Y,• from top plate . ,F splice Offset for full values Rafter or Truss Splice may be in upper or — lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL BELOW TRUSS L P_ Lou Pontioo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FLOOR AND ROOFTRU55 PLACEMENT PLAN 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 FRANKLIN—CARIBBEAN DESIGN/DRAWNICHECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18-00551 CONTROL No. 4249 I-lLET S102 SHEET 8 OF 10 t11I�l1l►�rii g1i}'��+�+lII�IIIVI�IPei • sN t ' No. 533 91 7t, t s N • S -OF ' R 10 AL Luis A. PontIoo, PE FL PL#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FLOOR AND ROOFTRU55 PLACEMENT PLAN 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 FRANKLIN—CARIBBEAN DESIGN/DRAWNICHECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18-00551 CONTROL No. 4249 I-lLET S102 SHEET 8 OF 10 (2)2x6 SPF#2 POST. STRAP TO BELOW w/CS18. C(2)2x6=1/1 co°b o Cn I I I i / CS18 N N I CS18 CS18 @ BOTTOM OF STUD WHERE NOTED. SEE DETAIL AT BOTTOM RIGHT OF PAGE. WI > m Q CS18 cn X N N -CS18 I --CS18 I cn X N N -CS18 I I; I I' SHEATH WALL CONT. THRU I I LOW ROOF TO 1ST LEVEL BOTTOM PLATE. CUT HOLE II IN SHEATHING FOR TRUSS BOTTOM CHORD BEARING. -CS18 (2)2x6 SPF#2 POST. STRAP TO coX I BELOW w/CS18. 00 0C 00 C V U C: CS18 l _ 2 2x6-1 1 I ► I C(2)2x6-1 /1 CHIMNEY FRAMING SEE-/;�� DETAIL 1 /S0.3. SECOND FLOOR F SCALE: 1/4" = 1'-13" (2)2x6 SPF#2 POST. STRAP TO BELOW w/CS18. F(2)2x8=1/ lb 00 v; 0 U G CS18 LO X N N CS18- 1 N w J r CD ! I O Q I H- F- I W ._j o _J I- I 3: LLI C S 18 -- I \ U') m _17I N Li I LCS18- I N _ �✓ oI I Q I� 03 !'I I I 7 (2)2x6 -i/1 SET WALL STUDS ON 1ST LEVEL TOP PLATE. DO NOT BUILD KNEE WALL @ FLOOR SYSTEM MING PLAN I I I I I i 0 L C Q2) \�_ (2)2x6 SPF#2 POST. STRAP TO BELOW w/CS18. SHEATH WALL THRU LOW ROOF TO GIRDER BELOW STRAP WALL TO GIRDER BELOW PER DETAIL 9/SO.2. CV X 6x6 P.T. SYP#2 POST SET DIRECTLY ON BEAM BELOW. STRAP TO GIRDER BELOW w/(2)HTS16 (TYP.). 3/S0.1 FOR BEAM 1. (TYPICAL) a SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL THE SW: 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES Sd COMMONS 0 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. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND ,3/8 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 /�e F--� %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/,)0.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/S0.1 SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE STUD SIZE LOCATION PLATEHEIGHT & SPACING EXTERIOR 91-11, 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 10'-0" 2x4 SPF#2 ® 16" O.C. MAX INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX t 2x4 SPF#2 ® 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING ;� 'Z C -D CD - J FLOOR TRUSSES OR JOIST. WALL VO NAILS REQUIRED N CLEAR SPAN o� w� z ow J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Leach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �IYitilfllliltif�frf�k a N .' �• 311 s GO STATES OF ��` .� �, •n NAL,�,.o L U I o, P E FL 1)E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES .MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. :E z U G wLLj �U LLJ m D � Q n Lij m � � J Q C] J w � z � N cc O OU SECOND FLOOR F RAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAAIE FRANKLIN -CARIBBEAN DES IGN/DRAWN/CI-iECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18- 00551 CONI [:OL No. 4249 SHEET S103 SHEET 9 OF�10 RAFTER TAILS, SEE DETAIL 8/S0.2 (TYP.) 2x4 DORMER WALL. FASTEN TOP & BOTTOM w/ SDWC15600 SCREWS @ 24" 0. C. (2)2x4 BLOCKING @ 24" BELOW DORMER WALL w/ 4-10D TOENAILS EA END. RAFTER TAILS, SEE DETAIL 82 HTS16 S0.2 8/S0.2 (TYP.) ( (2)HTS16 U T32 8 rr E6 E6 E6T c 0 0 0 0 0 0 0 E6 E6 i E6 Imo---- 8 E6 S0,2 1:1• T32 c7 M N N N N N F- F- F- F- F- F- F- co ��h U I (2)HTS16 CHIMNEY FRAMING SEE -7 DETAIL 1 /S0.3. 8 SO.2 V1 111111111111.11!11��'! W U 111 11111111 I'm 011 !jf 1101=11 _1a li��iim T17 L_ E66 ` E65 :-a ' . _, _ I 6 — E65 E65 i 0 f a, i E65� 9 E65 THD26 Q N T16 E65 N v L N 8 SO.2 V1 $ \--(2)HTS16 50.2 RAFTER TAILS, -SEE DETAIL 8/S0.2 (TYP.) TRUSS /ROOF RAFTER N TES: STRAPPING NOTES 1. STRAP TRUSSES AND R �OF RAFTERS TO BEARING WITH 2-12D TOENAILS 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWI E NOTED ROOF TRUSS PLAC MENT PLAN SCALE: 1/4" = 1'-0" PORCH CEILING SHEATHING SIM. AT BOTTOM CHORD OF 2 TRUSS SEE 2/S0.1. s0.1 r-HTS16 RAFTER TAILS, e3 SEE DETAIL /. 8/S0.2 (TYP.) �I oil 1� iL \I=ice HTS16 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS FRE't TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar STUD DIRECTLY BELOW TRUSS y"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL L�M4 BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) ISTUD NOT DIRECTL BELOW TRUSS Do not install SDWC in hatched area SDWC15600 SDWC INSTALLATION RANGE Jk"" minimum edge distance for full values (with or — without a plate splice) Y4' from top plate splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE IIBELOWNTORUS RECTLYjII Lou I'ontI o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 11h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ��Zei��U�1y I�11 i'+i1if►q;, , vvv,i P 0i�,+;' ``` ..,'•• \ \ W E NS '�•• � ''moi � 4 • o.53311 •, S OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � z U 0 w W Ln m ❑ E- ~ Q LLJ J Q � :D J � LLJ � z � N m Oo ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. t' LAN NAiv1 E FRANKLIN—CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18— 00551 CONTROL No. 4249 SIJEET S104 SHEET 10 OF 10 lr-1 111111111111.11!11��'! 111 11111111 I'm 011 1101=11 _1a li��iim $ \--(2)HTS16 50.2 RAFTER TAILS, -SEE DETAIL 8/S0.2 (TYP.) TRUSS /ROOF RAFTER N TES: STRAPPING NOTES 1. STRAP TRUSSES AND R �OF RAFTERS TO BEARING WITH 2-12D TOENAILS 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWI E NOTED ROOF TRUSS PLAC MENT PLAN SCALE: 1/4" = 1'-0" PORCH CEILING SHEATHING SIM. AT BOTTOM CHORD OF 2 TRUSS SEE 2/S0.1. s0.1 r-HTS16 RAFTER TAILS, e3 SEE DETAIL /. 8/S0.2 (TYP.) �I oil 1� iL \I=ice HTS16 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS FRE't TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar STUD DIRECTLY BELOW TRUSS y"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL L�M4 BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) ISTUD NOT DIRECTL BELOW TRUSS Do not install SDWC in hatched area SDWC15600 SDWC INSTALLATION RANGE Jk"" minimum edge distance for full values (with or — without a plate splice) Y4' from top plate splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE IIBELOWNTORUS RECTLYjII Lou I'ontI o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 11h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ��Zei��U�1y I�11 i'+i1if►q;, , vvv,i P 0i�,+;' ``` ..,'•• \ \ W E NS '�•• � ''moi � 4 • o.53311 •, S OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � z U 0 w W Ln m ❑ E- ~ Q LLJ J Q � :D J � LLJ � z � N m Oo ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. t' LAN NAiv1 E FRANKLIN—CARIBBEAN DESIGN/DRAWN/CHECKED JWA / AJS /LAP DATE 05.10.18 SCALE AS NOTED LPA No. TOLL -18— 00551 CONTROL No. 4249 SIJEET S104 SHEET 10 OF 10 lr-1