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1710 MARITIME OAK DR - REVISED ENGINEERING DWGS CITY OF ATLANTIC BEACH nole Road soo Semi Florida 32233 Atlantic Beach, Telephone(904)247-5800 FAX(904)2,17-5845 ON R4 S'RFET Resubmitted:_--� ived by. a CAP Date Pemift Numben-J�47-110AT project Examiner: Original Plans -Ilq M&yjbMit� WK D1r. s. Project Addres -ne- (0 ContactNai ictor:�. Contro Contact Contact Phone : ennit Fee(s)Due: $ 51111111 1-eo Revision I Plan Check P )osed Revision to Exist' LPM-nlito- 11[lin Of Descri t LA ----------- Additional in.Building Value: Approval: Additional Increase Public' Site Plan Revised: P C)g affirm that the above revision hs- signing below. I(Print By e proposed changes. is inclus' Date ontract r nt(C-o"tt"c'" s's"'f Si ature ofirwe Use only Rcjectcd- Notified by Date ........... plan Review Q mments* 1-69�' X- 04 to ............ No Yes r!�ylew v�c Uilre Departmen.L ........... Building ............ niner planning&Zoning Plans Exai ............ ree Admillitst,at public Wor s es blic Utiliti Pu Created&20A 5 Rev.2 Public Satety Date, .................... lacys Fire Services ........ .......... s......... P.M. ....... DESIGN SPECIFICATIONS USP CONNECTOFS TYPICAL HEADER NAILING TYPICAL nOtIRI IF TOP O.131X3" TOE NAILS WINDOW SILL SCHEDULE PLATE 5ELICE 2X6, 2x8 = (5) NAILS -)P PLATE NAUN!QL 7 DESIGN CODE: -0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END 12 COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILINJ- 4' "2 2014 FLORIDA BUILDING CODE RESIDENTIAL UL11MATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENE S FL# CODE WID, 2x12 - (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 1�9 2 SYP SPF 0.13lx3" END NAILS: 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS (16) 0.131x3" NAILS 4 4�-4" (1)2x4 SPF #2 (4)1�d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +16.3 (2) 0 2x4, 14" LVL, 16* LVL (0) NAILS IOF .131x3 0 12" O.C. STAGGARD. FV/ENLY SPACED -4" (2 E NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 -(9)10dx11/2" (3) 0 2x6, 4 6' )2x4 SPF #2 5)12d TO ZONE (PSF) a$ = 40-6" DOOR -17.9 USP RT7 585 495 (5)8d EA. END (4) 0 2x8. SYP#2 4 8.-e (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7') I ROOF FLOOR 2 CAR USP RTEIA 775 650 (5)1Odx11/�"` EA. END TYPICAL WALL FRAMING NOTES: F SYP#2 DBL. HEADER, 4'-0", MIN. -4 2'-0* (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 +15.5 ROOF SHEATHING, P"MAX. TOP PLATE PER PLAN ROOF LOADING GARAGE USP MTW12 1195 860 (7)10dx1'/2" E��. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS L o u TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS.. ==T- Tr�18 0 a n d -17.0 USP HTW20 1450 1245 (12)10dxl'/,." E*. END TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (11 6'x7') SEE 5/SO.O TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)1 Od EA. EN[ 2. U SE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 Psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASID). THE USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL-\ HEADER ARCHED TRANSOM OPTIONs BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue SHALL BE PERMITTED DROPPED FASTENED w/ 3-0.131"x3- Jax. Beach, Florida 32250 DEFLECTION CRIITIERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD TO FTG. 3. USE SYP#2 FOR ALL U EA. END TYPICAL. Ph.242-0908 Fax.241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1 Od TO HEA)ER HEADERS HEADER FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 ------ ------- SHEATHING MAY EXTEND 2- FL:CA#8344 SC:CA#3579 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO I-TG. 4. ALL WALLS SHALL BE 00 PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. -4 USP HTT22 5370 5370 5/11"0 ROD TO I 7G. BALLOON FRAMED FULL -------- ARCHED SYP#2 HEADER- ATTACHMENTS MUST WIND LOADING: 5/ 110 HEIGHT TO ROOF OR FLOOR TRANSOM ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A 0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 ROD w/ (11 2)16d BEARING ELEVATION, U.O.N. ON L-- - ---- FASTEN LOWER STUD OPTION PER rLM - MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 5/."0 ROD w/ (12)16d PLAN. P R NT TR SS TO TALLER STUD w/_NN SEE RIGHT JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS "NINNIN.NNNINNINNINNINDI KING STUDS, NON!#0111, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/4"x2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE SEE PLAN IAE A a. 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE SCHEDULE 0P 00-40047 1 LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR **SODOM, RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOR SILL SIZE AND BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE CONNECTION EACH AT TWO STORY CONDITIONS, 14 BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH w/10d MASONRY CUT NAILS 0 \-TYPICALLY I%* FULL PLATE NAlUb&- WINDOW SILL SEE PROVIDE SOLID BLOCKING C"! IMPORTANCE FACTOR --------------- 1.00 1,10 k a k UPLIFT 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: END SCHEDULE WITHIN FLOOR SYSTEM AT ALL C%1 RODS 0 6'-0- O,C, UPPER LEVEL POSTS & JACK FOUNDATION PLAN ADDITIONAL No.7 6 MEAN ROOF HEIGHT ---------------- 25.0 FT (3) 0 2x4, STUDS a a CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS 1 (4) 0 2x6, ------------------- 5/12 I's I * -1 ROOF PITCH A35 450 450 12-8dxl 11 O�46.4 (5) 0 2x8. SDWC15600 SCREW 4� 1 !j'�� S TAT EE 8/SO.O J�l I , I - - BUILDING CATEGORY ---------------- 11 1-1 i �! BLOCKING ONLY REQUIRED A� S 114 .8' A, . k DID 4 H2.5T 600 520 �-8d' EA. END AT SHEARWALLS AND PT. SPF#2 EXPOSURE CATEGORY --------------- B DENOTES EDGE STRIP. IN ARIN ra WALL 1150 STUCCO FINISH SOLE PLATE r SEE C & C CHART HTS16 1085 16-10d EA. END 10456.6 SEE PLAN FOR STJD SIZE *40RI ENCLOSURE CLASSIFICATION ------------ENCLOSED DIMENSION MTS1 2 1000 AND O.C. SPACING. A A ABOVE FOR a 860 7-1 Odxl'/2" EA. END 10456.3 1E I I A A I I I R1 I I INTERNAL PRESSURE COEFFICIENT ---------- .18 WALL SHEATHING IF FOR SPLICING *4 it. FOUNDX-nONM, SEE F Christopher ) Sabourin PE 24- A. END 13872.3 , .. 4 7'.. - .A� .: .- . '. � R SEE DETAIL 1/S0.1 1b HTS20 1450 1245 1 Odx1 1/2 E =ji CONTINUOUS BLOCKING MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS OPTIONS 8" WHERE POST IS ABOVE. 1/2 FL PE#71461 MSTA36 2050 1870 13-10d EA. END 13872.8 0 8" O.C. WALL FRAMING AT WALL FRAMING AT MAX. MIN' SOLE PLATE HARDWARE AND ANCHORS: 18-16d -TO TRU.1 S/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION RAISED HEAPER !QONDITION FROM SOLE SEE SCHEDULE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] HTT4 3480 3080 1-5/B"0 ROD TO 11496.2 8d 0 3" SEE SPECIFICA-no+ PLATE BREAK r"MiTE761IONS DA ASTM A 307 OR ASTM F 1554 GRADE 36. BUILDER MAY CHOOSE EITHER THE DROPPED 32-16d TO TRU S/BEAM HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTIM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/8*0 ROD TO 11496.2 ------- DROPPED HEADER CONDITION METAL CONNECTORS: ALL METAL CONNECTORS MICH ARE EXPOSED TO 6-10d TO HEADEF� TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-1 Od TO JOIST \Z.00/ X%6" SIMPSON TITEN HID DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND I/sm LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 14-16d TO HEADER 10531.36 L---- - --J w/3X3xO.229" WASHER SEE HOLD DOWN (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/s"o ROD EPDXIE) 6" MIN 10849.6 SYP#2 DBL SEE 5/S(.O SEE 1/S0.1 (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU66 2300 5/8"0 ROD EPDXIE) 6* MIN 10849'.6 TOP PLATE BUTT JOINT EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES& BLOCKING ONLY REQUIRED_/ 2" 2" REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. SET N/A N/A SIMPSON,EPDXY-TIE 11506.4 FIELD ALTERATK)N THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE AT SHEARWALLS AND WALL SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. 1 STUCCO FINISH i 1,0r,-1 6d TO '6�!BEAM/POST SEE DIET CONTRACTOR SHALL CONTACT LOU LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. STU AIL 1/S0.1 A -A WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING ,'W I PONTIGO a ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"0 ROD TO F TG. OPTIONS N. RATED SHEATHING, MAKING ANY STRUCTURAL FIELD r 0 BOUNDARY OF MODIFICATIONS WHICH MAY VARY SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 it SEE GENERAL NOTES. MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD I V-00- ix"I SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 11378d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229" PT. SYP#2 I --MAX MIN I CONSTRUCTION DOCUMENTS.ANY .................................. TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO TINUOUS FOR SPACING BEING APPROVED BY LOU PONTIGO El 0 A CON EDGE w BLOCKING ASSOCIATES MAY RESULT IN GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS PLATE BREAK TO UPPER -INTERIOR BEARING WHERE R(QUIRED BY ADDITIONAL ENGINEERING OR TOP PLATE W&L,_SEE SCHEDULE EPDXY ANCHOR TIfEN HD GENERAL NOTES. INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE ANCHOR oe-m 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD AND O.C. SPACING. . . . .... . . . . . . . . . .. . . . WALL SHEATHING TO SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT ROOF SHEATHING SPECIFICAinONSo -0" OF ROOF EDGE). SEE DETAILS SEE DETAILS RAISE N' FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGES, affiNaL- MIN. 7/16", 24/16, APIA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2*' RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 40 O.C. WI�HIN 4"' ANCHOR GENERAL NOTES 8d 4 300 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE Z�N S1.01 ON S11.01 PLAN AND FASTEN 11TEN HD 42" 24" 3x3xO.229" 4" 2" JILL - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4- O.C. WITHIN 4'-0- OF ROOF EDGE). -I F- _I F w/8d 0 3" 0.C. EXAMPLE OF UNSUPPORTED METAL - .MIN. 1/2",1 24/16, APIA RATED PLYWOOD SHEATHING. NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). EPDXY 1 42" 1 24" 1 300.229", 4" 2" (UNBLOCKED) PANEL EDGE-N., MAS 42 24 N/A N/A N/A (TYPICAL) WALL SHEATHING SPECIFICAinONS* NOTES: FLEXIBLE FINISH-MIN. 7/16", 24/16, APIA RATED OSB OR PLYWOOD STRUCTURAL-1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR AND ADJACENT TO NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J -.1 L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. ROOF STUCCO FINISH-MIN. 7/15", 24/16, APA RATED OSB OR PLYWOOD �TRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (LION) TRUSSES, OR 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION MASONRY SPECIFICATIONS& I I . I i I - I FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GR)dUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLE STORY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3 X'19 W/ 11/,"0 ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE NNORTAR MAY,BE USEIDAN BRICK VENEER. STEEL WASHER MAY BE USED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. SOLE PLATE ANCHOR DETAIL SCHEDULE -`NROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU)& � ;TYP. WALL SECTIONS / 3 SCALE: 3/4* V-010 r4 \,S0.0) SCALE: 3/4" V-0- CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS COqTAINING VERTICAL ' .0 .00 Uj 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'-Om. U 7 MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING!BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS,SHALL BE REINFORCED FULL HEIGHT 11/2 14 WITH - #4 0 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 BARS, MINIMUM!OF 40 BAR (3) ROW OF 1 Od 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. SH I ALL BE 19CREASED AS,,NOTED ON 2 PLY NAILS-0 13" O.C. -0 0 STAGGERED 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 BEAM. r m 2x4 BLOCKING SIMPSON I "'NINN.N.N.N. 3 PLY BEAM. N C4 CINI SDWC1 5600 024" O.C. FASTEN """�2x4 MEMBERS: CLAY MASONRY (BRIQ&),_ BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF,.: EACH END w/3-10dj FRAMING (1) ROW OF 10d TOENAILS CONCRETE SPECIFICATIONS., PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. Ln ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 8,DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12" O.C. PROVIDE 2x4 BLOCKING 2x6 MEMBERS: CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. EA. SIDE. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 1 Od STUD BELOW V GENERAL NOTESD SPECIFICATIONS BELOW. (3) ROWS 12d I A I NAILS 0 4" O.C. LOWER TOP 4-10d HEEL �t 111-oll AT 12" O.C. STAGGERED PLATE ATBREAK OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: EA. SIDE. TOP PLATES PRE-ENGINEERED WOOD FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. F001ING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOM� ENDED TO VERIFY:'§UITABLE 2x SPF BLOCKJNG ROOF TRUSSES. 2 & 3 PLY BEAMa ORTHOGONAL VIEW WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO,�FiT- 2x4 OR 2x6 POST 2x8 POST CONDITIONS OF CORNER SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP S�HOWN 0 Uj FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE I[ I (3)ROWS OF 5- (3)ROWS OF 6V TING SIZE�OR LOCATION IS NOT SIMPSON "NNNNNNL FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOO Ir TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 56,00 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3-0 48"'O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN PROVIDE CON11NUITY OF REINFORCING AT INTERSEC11ONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE fIERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION BAR DIAMETERS DETAILS SDWC1 5600 CONDITIONS CONDITIONS I\\\ SHEATHING MAY SEE ROOF CONCRETE SLABS ON GRADE: SIMPSON_/ TERMINATE AT SIMPSON_/ 3-PLY FRAMING 4-PLY NOTES: SDWC1 5600 TOP OF DBL. SDWC1 5600 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERR!ANEAN SEE NOTE 1 -L4-u- TOP PLATE. SEE NOTE 1 0 0 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 MET ODS. DETAILS 14" LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS o r:)" o.c. VERTICAL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPECIFICATIONSD 5" < HEEL < V-13" TYPICAL CONNEC11ON NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED TION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5� 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDI SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL 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 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES* AT TOP PLATE TO STU[, SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMEDWALLCORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED NT ALL TRUSSES AS -I RO USS co IN 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 P.-.R 'COMMENTARY AND r5 OF TR NNECTION BUILT-UP MEMBER FASTENING TERSECTIONS STUDS CONFIGURATIONS 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 JSING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. so. KING STUD TO TOP PLATE: \z-91 TRUSS TO PLATE: DESIGN R" COVERING SPECIFICATIONS& SDWC15600 SCREW. SDWC SCREW TOP PLATE TO HEADER FASTENING: NOT REQUIRED AT GABLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MAINUFACTURER'S REQUIREMENTS. CLAY SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AqD BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4'-6" FOR GABLE ENDS. KING STUY TO TOP PLATE: SDWC15600SCREW TOP PLATE TO HEADER FASTENING: AND WATERPROOFING* NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR CABLE ENDS. ,HAN 4'-6" GENERAL 0 IT 2 FIN PLATE TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND ANDABBR=VIATIO NS KING & JACK- KING & JACK_/ SDWC SCREW 0- NOTES CONNECTION 5 STUDS SEE PLAN STUDS SEE PLAN 24" O.C. INTERIOR LOAD BEARING WALL A MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN 1�71 BUILT-Up POST IN THE WALL (2)12d TOE HEAD r SILL 00 NOT SCALE DIMENSIONS FROM TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE\ THESE DRAWINGS.IF A DIMENSION IS L31/2 01/2 x1/4 4#0 60-0## GABLE X-BRACE. SEE DETAIL 1O/SO.1 SCHEDULE I I Ila- HEAD OR SILL I 2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 80 1 PLATES SEE ARCHITECTURAL DRAWINGS OR L4x31/2%1/4 6*p -opt H6-1/2 HEADER SIZE. JACK AND KING STUD SCHEDULE CONTACT THE E.O.R. DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANTI1Y. HEAD QR SILL KING STUD TO FRAMING BELOW- ROUGH OPN'G, SEE ARCH TRUSS TO PLATE: L 5 x 3112"X1/4 6" 10'-0" --------- HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING PLATES SEE --I CS18 STRAP w/6-10dxlh" ROUGH OPN'G, SEE ARCH SDWC SCREW P LAN NAM-E L 6 x 31/2"X/4 6`M 12'-0" NAILING- KING STUD TO BOTTOM PLATE SCH CLASSIC CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAJLS L 16*-Om 8dO3" DESIGNATES 8d COMMONS 0 3" CONNECTON: IMPSON ATTACHMENT CAN BE INTERIOR OR RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- SW TO BE APPLIED. 8d 0 3/6 EDULE NAILS EACH END. STRAP 7x3'/2%1/4 6" L6- O.C. EDGE & 6" O.C. "IN THE ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS-\ CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT CIS BMB LAP ADJ ADJACENT LG Lon JACK TRUSSES LESS t SDWCSCREW 0 RESISTANT COATING OF EPDXY BASED VENEER 9 1 r JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF - Manifacture GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS IL 24" O.C. DATE PAINT. WEATHER BOT - BOTTOM MONO - Monolithic WALLS 2X4 WALL THAN 3`-6" RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 08.09.16 BARRIER BRG - BEARING OC - On Cenler HEADER FASTENING SECTION JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board SCALE BE LATERALLY SUPPORTED NOT TO DBL - DOUBLE PERP Perpendicular A A I KING STUD TO FRAMING BELOW: SCREWS INTO HEADER PROVIDE A -10DX`I)�' CS1 8 STRAP W/6 LPA No. FACE NAIL 16dO 16* O.C. 0 EDGE ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/40" WD. DIA DIAMETER PRE ENG - Pr-e Engineered CONT. HEADER, TWO PIECES LINTEL '/2 EA EACH PSF Pounds per Square Foot ATTACHMENT VERTICAL SLOTTED HOLE FOR SCREW. EE EACH END PSI Pounds per Square Inch A 0;z NAILS EACH END. STRAP ATTACHMENT CAN BE CONTI, HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT PRESSURE TREATED 0 0 STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-16-00521 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quick T11 1b SOLE PLATE CONNECTOR LSOLE PLATE ANCHOR STRAPPING NOT REQUIRED /Ildl I qp_ BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINIF - Reinf)rce LOCATED WITHIN 6" 011 PER SCHEDULE AT LOWER LEVEL HEADERS--/""""""""""- w/8-10d COMMONS GABLE ENDS OR rr 3828 SOLE PLATE TO JOIST/BLOCKINGTFACE NAIL (16d 0 116") GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Square --oot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -Spruce )ine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENING§TTYS'S SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - SouthO"n Yellow Pine SINGLE STORY (STACKED WIND MULTISTORY THAN 3*-6* 1 C> 3"xO.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE3&*0 WEEP FTG FOOTING THRU - Through TACKED WIND R Ev, .1 S 10 N set C:) 2"xO.113*0 = 6d 21/2"x0.1311"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION MEW HDR HEADER TYP Typical rB****N TYPIC.AL HEADER STRAPPING fm�. JI - VE-rn j n -,I--- """"a HORIZ - HORIZONTAL LION Unless Otherwise Noted VV 7r 1'"N7 S000 3"xO.148*0 = 10d 31/2*xO.162"O = 16d FLASHING. OF BRICK LINTEL LBS POUNDS VERT Verti0i rAR H T C I :ADER, RAN' 'S P 0 SEE F 171 F- 1L-L- 2 DBL -CSEE 5/SC PLATE ROOF�R Lm W SF IP hKeOVER LA V/2%0.148*0 10dxl'/2" 11/2"xO.131"0 8dx11/2" WWF Welde4 Wire Fabric VATE SHEET OF 9 J 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP- PLATE w/ 10d 0 4- O.C. PLATE w/ 10d 0 3" 0.C WALL SHEATHING 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 30 O.C. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. BLOCKING ONLY REQUIRED 6" MA (MIN. OF 6-16d BETWEEN EACH TRUSS) AT SHEARWALLS AND DBL. TOP NOTCH HEADER STUCCO FINISH PLATE-\ BE OW TOP PLATE 5-8d COM EACH SIDE P CH SHEATHING, Lou Pontigo and HEADER 16d COMMONS OF SPLICE 16d COMMONS S E SPECIFICATIONS ERD- 0 01 PORCH Associates, I nc. B-LOW 0 80 O.C. SHEATHING SPLICE 0 8" 0.C. 2x4 SYP#2 HORIZ. BRACING 0 0 01 HEADER, 8-GUN NAILS---- 24" O.C. BETWEEN OUTER WALL- SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue PORCH PARALLEL, HEADER & SUPPORT & FIRST INTERIOR TRUSS. NAIL FULL HEIGHT CONT. RIBBON CONT. RIBBON PORCH POST, PER PLAN. I I Jax. Beac'h, Florida 32250 BOARD (TYP) 8d COM 0 EACH END w/ 3-0.1310" NAILS TO WALL I \_(2)MSTA24 ANCHOR OR DTT2Z DETAIL B BOARD (TYP) 3" O.C. PERPENDICULAR I STRAPS TO WALL Ph. 242-0908 Fax.241-9557 (TYP) HOLD DOWN AT -+t\\\_MIN. (2)2x4 WOOD EACH SIDE FLOOR BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579 FLOOR FLOOR ------ OF SPLICE TRUSSES-\ TRUSS- TO PORCH HEADER. WALL TRUSSES OPTIQN A OR JOIST 24" 16 GUAGE POST BASE: SHEATHING 2x4 SYP STRAP w/11- P OS5 T OR JOI ST. SHEATHING #2 24" 16 GUAGE 44 POST-ABU44 SPUCE DIAGONAL 10dx%" EA. END BEL.OW STRAP w/1 1 6x6 POST-ABU66 STUD WALL FRAMING FASTEN EA. W/ 2x SOLID BLOCKING 10dxlN' EA. END LSTA12 FOLDED OVER TOP 4" OSB or PLYWOOD END w/- DOUBLE TOP PLATE AT SHEATHING EDGE 3-1 Od COMMONS PLATE w/5-10d NAILS 8d COMMON WIRE NAILS 0 PORCH. CONTINUOUS OVER- RIM BOARD Y4* INTO TOP PLATE & 5-10d TO BLOCKING PORCH H! EADER, E*-. 0 3" O.C. SLAB 6" HEADER SHORTER THAN SEE PLAN NAILS INTO BEAM. SPACE FLOOR SYSTEM. ALIGN C --- ---- 0I 4:kQ WALL FRAMING WALL FRAMING VERTICAL JOINTS WITH EILING WALL FRAMING ITS16 M A X T,\ 1, 0 48" O.C. OMIT IF WALL It LINE 3TRAPS MSTA24 ROD SHEATHING IS INSTALLED 01- HEATHING SPLICE WALL SHEATHING ROOF TRUSS N - 461 --4-L STRAPS EPDXIED 6" MIN ON FACE OF BEAM BLOCKING ONLY REQUIRED 5-8d COM JOINTS INSTALL FLOOR TO OR JOIST-NIII FLOOR STRAPPING PER 11-1/\\ FOR PERPENDICULAR PLAN VIE PLAN MEW OF ELEVATION MEW QF EACH SIDE AT SHEARWALLS AN TRUSS CONNECTION 8-GUN S D PORCH HEADER PORCH HEADER 0 0 OF OPT10N 1 OR 2 1�j I��I STUCCO FINISH I ?" SEE DETAIL B ABOVE 14 Z CWNE NAILS- OF SPUCE OPTION T C R P AT POST AT POST CONTINUOUS 2x6 SYP#2 OPTION 2 FULL HEIGHT LEDGER FASTEN WITH *0 OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARA� ij'Q ANCHOR OR DTT2Z PORCH SHEATHIN SPECIFICATION& 5-0.131 x3" EA. STUD. HOLD DOWN AT NOTE 1: GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST MIN. (2)2x4 WOOD 1. CONTRACTOR MAY CHOOSE OP71ON 1 2 OR 3. OR OPTION BELOW. & (1) ADJ. PARALLEL TRUSS ...... TO PORCH HEADER. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD DETAIL A C h r i s t o p h e r J Sabourin PE FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPI�AL FL PE#71461 r2 PORCH FRAMING DETAILS -TYPICAL PORCH BEAM CONNECTION WALL ADJ. TO ROOF CONNECTION r3 WHEN 4 SEE CONSTRUCTION SPECIFICA71ONS FOR ROOF ......mot"" \Z-ji .-�O AND WALL SHEATHING AND STUD FRAMING. r"ISK)NS DAM� SEE DETAIL 5/S0.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS 2x4 SYP#2 CATS AT 12"_ -i- FLOOR OR TRUSS.-\- BOT. CHORD w/ 0.1310" 0 3" O.C. AD 2-SIMPSON H2.5T. - -4- O.C. FASTENED TO TOP-- ,I)OF TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF &NI r RELD ALTERAMN B PLATE wl 4-0.1310" 111/4 SHEATHING FASTENED TO ----------- ----------44 CONTRACTOR SHALL CONTACT LOU TRUSS- SDWC 15600 it-----------t ---------- 01 PONTIGO&ASSOCIATES PRIOR TO COMMON. MAX. /--0 32" O.C. 9 1 TOP PLATE w/ 10d 0 3" O.C. MAKING ANY STRUCTURAL FIELD SCREWS MODIFICATIONS WHICH MAY VARY SHEAR WALL-\ FROM THE INTENT OF THE OMNAL FASTEN CATS EACH END SYP#2 CONT. ATTACH OSB WALL 0 CONSTRUCTION DOCUMENTS.ANY 3-0.1310" COMMON TOE NAILS TOP PLATE AND TRUSS SHEATHING OB B D FIELD ALTERNATIONS MADE PRIOR TO w/ 0.1310" 0 3* O.C. EDGE OF D-I 0-0 BEING APPROVED BY LOU PONTK30 a (DJ ASSOCIATES MAY RESULT IN 2x MAY OVEFHANG TOP PLATE. SHEARWALL-/ ADDITIONAL ENGINEERING OR SHEARWALL OR SHEARWALLJJJ INSPECTION FEES. EXTERIOR WALL 21 8d@3 SW 803"ZIB" ALTERNATE-A RO ALTERNATE 8 ALTERNATE C ALTERN�TE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO UGH OPENING, SEE ROUGH OPENING, SEE POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT OSB DIAPHRAGM FASTEN ROOF FLOOR D 1 Od 04"0.C. UPPER M LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT- POST BELOW NTH 2-CS16 SW 8dO3/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT TO NAILER w/ (1) ROW 8d TRUSS.N' - - - - FLOOR 0 3" O.C. FASTEN TO TOP-- 2x4 SPF#2 CONTINUOUS TRUSS. END STUDS M FOUNDATION (8)- END STUDS M F(XJNDATION ANCHORS ARE NOT USED z PLATE w/ (2) ROWS 7/ - OSB LEDGER FASTENED 8d031/6: HTT5 OR HDU5 8dO3/6: HTT5 OR HDU5 M12 16 TRUSS WEBS WITH HEADER DOWN CONNECTION HEADER UP CONNECTION LD OF 8d 0 3" O.C. BLOCKING w/3-0.1310" /74%- SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION PANNEL SHEAR �LL NOTES: UPLIFT CONNECTOR CONNECTION 2x4 SPF FLOOR COMMON. 1. AT ROOF TRUSS, TEE SCHE�DULE ON DETAIL 3/SO.O -SEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT UPLIFT CONNECTOR SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES TO TRUSS BOT. CHORD w CHOOSE A,B,C,D, OR G. t PROVIDE 3(r," OSB SHEA-`HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. A H2.5T 0 32" O.C. TOP & BOT A LS1 8 0 32" O.C. (2) ROWS 0.131x3- 0 3- O.C. FASTEN CATS EACH END w/1 2x4 SYP#2 CATS AT '12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. B SEE PLAN B SEE PLAN LU INTERIOR 37-0.131xY NAILS 0 6* O.C. \\-O.C. FASTENED TO TOP : , IF\ 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS SI 2--,/- SHEARWALL. - 111 �s I - PLATE w/ 4-0.1,310" AT EXTERIOR WALLS 2-PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS I SHEARWALL. OR_// COMMON. ENDING BETWEEN ROOF ENDPOSTS FOR SW. D FULL HGT THREADED ROD SEE PLAN D --FULL HGT THREADED ROD SEE PLAN 0 5-16d NAILS I EXTERIOR WALL TRUSSES OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.OI ALTERNATE Q ALTERNATE E (TYPICAL) & FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 LIKHMENT Uj t`II5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR VO.ij t-I TYPICAL SIIIIIIIIEARWALL ELEVATION DER TIE DOWN z \,SO-Ij PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. Y A�PPLIES WHEN NOTED ON PLAN ------- 4-12d T07 MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. AT 3" O.C.(TYP) L2x4 SYP#2 OUTLOOKERS 8d COMMON NAILS ROOF �NIAILS (TY SINGLE aRAC3NG NOTEs mn SpECFICATIONs 2x4 BLOCKING. FASTEN TRUSS 0 24" 0.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT WALL STUDS WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. FOR T-BRACE SHALL BE 1x4 SYP#3 AT 16" O.C. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER. FASTEN TO ROOF FRAMING BELOW L_r� (LION) ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER, 6-10d (1)DIAGONAL BRACE PER OVERFRAME RAFTERS. SEE PLAN. COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT -AMP TO BACKSIDE OF WEB. 101 THE WEB OF THE BRACED TRUSS, PER 1 1.1 DELEGATED TRUSS ENGINEER. ROOF LISS] ROOF TRUSS] 2X6 I I ANGLE I I 3.)PERMANENT PERMANENT BRACING Z SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER SIMPSON H3 w/ 10-8d COMMON BRACE BRACING APPLIED TO NAERE NOTED ON TRUSS MFR. SHOP TO EACH STUD, PERJ_ ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL SCHEDULE BELOW AND LEDGER TO ROOF MEMBER. THESE STRAPS PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRAC PROVIDE 1x4 SYP#3 OR BETTER BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. F-1-ol E FASTENED TO 101 BOTTOM CHORD BRACING A-SINGLE LEDGER B-DOUBLE LEDGER RAFTERLENGTH LENGTHS > 8'-0*. WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM ALT, TO BOTH H3 ABOVE 11 CHORDS AND ATTACHED TO EACH VERTICAL VER11CAL PRODIDE MTS12 QfR CS16 DIRECTLY LESS THAN 4'-Om FkSTEN w/10d COMMONS T-BRACE TO BE THE k ROOF MEMBER. TRUS NTH 2-8d COMMON NAILS. AT REAC11ON LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING BETWEEN OVERFRAMING RAFTER ,It; 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE DIAGONALS GABLE B AND GRADE AS WEB AND ROOF MEMBER. RACE. FASTEN EACH CON11NUOUS LATERAL BRACING, SEE 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/4"OxI5" SDS SCREWS 101 AT END WALLS PROVIDE DIAGONALS 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"Ox6m SDS SCREWS END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I I (APPROXIMATELY 457.) TO THE 0 1251-1540 2x1O w/ 10-0.13lx3" LOCATION. JE MORE THAN (1) LATERAL-/ ADJACENT EXTERIOR PERPENDICULAR 1540-1850 2x12 w/ 12-0.1310* BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING PLT W/ 2-H2.5T AS SHOWN. TO FORM A ZIGZAG PATTERN ALL U PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CONSTRUCTED OF THE SAME BRACING LEDGER A NOTES: W TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 11ERE A LEDGER IS INDICATED MATERIAL. THIS REQUIRMENT IS NOT ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION. 0.131x3" TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE TO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6* SYP#2 LATERAL BRACE EA. DIAGONALS IN THE END SPACE 8-10d BETWEEN THE WALL AND THE FIRST X-BRACE w/ 2-16d INTO BOTTOM- OMMONS LSTA12 0 48" O.C. QR. DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. C TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. WHEN 8 LEDGER CONNECTION K LEDGER AT OVERFRAME RAFTERS ri DI C ABLE END BRACING SDWC15600 0 36" D.C. OMIT IF PERMANENT TRUSS BRACING TYPICAL wl SO.1 TRUSS TO LEDGER CONNECTION BY TRUSS TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. SHEATHING OVERLAPS GABLE 12" MIN ENGINEER. NOT SHOWN FOR CLARITY NOTES:� 1.,SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" V-0" FRAMING �2. ALL MATERIAL TO BE SYP#2 MIN 2 PLY STUD MIN 2 PLY STUD �D IN LIEU OF 2 STUDS TUDS IN LIEU OF 2 S ITS ACCEPTABLE ITS ACCEPTABLE Dr-7AILS WASHER FULL HEIGHT GIRDER TRUSS _1 PLAN 4til X I TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD @ 'J ANCHORING SPECIFICATIONS MIN 2 PLY 36" LONG STUD (I)MSTA24 STRAPS OR BEAM STUD FASTEN w/12- FASTEN w/12- FOLD OVER TOP PLATE ANCHORING SYSTEM: THE THREADED ROD ANCHORING (2)MSTA24 STRAPS 11 - 0.1310" GUN O.131x3" GUN NAILS DOUBLE FULL HT. FASTEN w/1 8-1 Od FOLD OVER TOP PLATE SIMPSON HTT5 OR SOLE SYSTEM SHALL CONSIST OF %*0 A307 THREADED 0 . UPLIFT PLATE' FULL HT. TOP PLATE. ANCHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE HDU5. FAS NAILS (2)MTS1 2 ANCHOR FASTEN w/18-10d TEN (2)MTS12 CONNECTOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 26-10d COMONS 0 DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I N I I A - I PLATE SEE PLAN 0,0 SIMPSON DTT2Z SP 4 .1 J TOP PLATE, PROVIDE A 2"x 2*x )r STEEL WASHER. 0 4 00 NOT SCALE DIMENSIONS FROM Y4"X1 Y2" THESE DRAWINGS.IF A DIMENSION IS FASTEN WITH A NUT AND ALLOW AT LEAST 3 w/8 WALL STUD 0 OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) SDS SCREWS 0 UNCLEAR REFER TO THE ------ FULL HEIGHT SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR 4 ; MINIMUM 2 PLY 00 (2)H2.5T FULL HEIGHT ROD LTT20B ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THREADED ROD THREADED ROD PROVIDE A HOLE IN THE PLATE 34* LARGER THAN THE MINIMUM STUD� .9.0 THREADED ROD WITHIN 6" OF 0 4 SEE PLAN MINIMUM 2 PLY AT 2ND STORY %" THREADED N ELEVATION DIAMETER OF THE THREADED ROD USED. MILE TURN TITEN HD EPDXIED 4" MIN OR GIRDER (SEE PLAN) SINGLE CONTINU04JS RODS ARE PREFERRED. COUPLERS COUPLER TIGHT STUD ` 0 0 2 PLY AT 2 ILAN NAME TU�:�[ ND STORY STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES STUDS PROVIDE ROD EPDXIED S )ix6" TITEN HD 0 S STUDS PROVIDE AGAINST PLATE -Ui CLASSIC WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS 0 0 THREADED ROD (OPTIONAL, LOCATE FULL HT. 7.5" MIN L 2 CS18 STRAPS ANCHOR- ROD SHALL BE INSTALLED APPROXIMATELY CENTERED TITEN HD ROD COUPLER AT BASE OF STUDS 0 /-EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CH AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE SIMPSON TITEN HD .00, II(FLOOR TO FLOOR ECKED I II(FLOOR TO FLOOR) 11 j AT SILj_ PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO %" RODS THD37634RC (%fx6;Y4-) hx6 CS / BMB/LAP AT TOP PLATE MINIMUM IL_ ?il AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. -2 PLY HOLD DOWN SEE PLAN DATE THE NUT A90* THE UPPERmOST pLAjM SHAM K FULL HEIGHT ANCHOR INSTALLA71ON CHART SEOM 0%0 7HIE WASM M A SLIG-TI SIMPSON DTT2Z STUD ROD = DTT2Z 08.09.16 FLOOR 0OND11IION FWS ONE-HALF WRN OF A STANDARD w - X"Xix* /8 TT5 ROD = HTT5 FRAMING 111111RENCH (APPROMAI 30 FT.-M OF TCRQM� SDS SCREWS SCALE THREADED - 0 @ T) DUE TO SHROKAGE AND %AJEW71CAMMOF StLOM BUILT-UP POST, BUILT-UP POST, FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 0ONTRACTIM SHALL RE-TIGHIM NUT TO 30 SEE PLAN. SEE PLAN. AS NOTED THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LI OF TOROK AFT0t ALL 7RAM ARE SEE PLAN PER PLAN. 14"o I/ no 2x2x'/a" 40 4 It 2" 3" OOMPLEIE AND FRM TO IINSULATION. LPA No. EMBEDMENT V TOLL-16-00521 34"o 3x3x'/4" 7.5" 12" 2Y2' 3- EPDXY ANCHORING: ALL THREADED RODS SHALL BE DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION HTT5 or HDU5 QTT2Z LTT20B CONTROL No. MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 FULL HEIGHT ANCHOR I REQUIREMENTS 5/8" FULL H WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT ROD EIGHT ROD FULL HEIGHT TR CONVENTIONAL 3828 V FULL HEIGHT ROD ALTERNATE SHEET 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM H THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN t**l 3 ATTACHMENT rl 4 FULL HEIGHT THREADED ROD OLD DOWN ATTACHMENT DETAIL WHEN GIRD SOA SOA ALTERNATE IQWpl 6 ER BEAM STRAPPING Soo] 1 5 8d E CH OF Sp SHEA1 \P C1 tSE 5 B LOV SHEA1 UjRC SS ST 0 FLTRU 27C ST1 61 6 C .I0.1 THIS DETAIL ONLY APPLIES WHEN NOTED PN PLAN SHEET 2 OF 9 OVERLAP SIDEWALL OVERLAP SIDEWALL Tr TOP PLATE TOP PLAT OVERLAP SIDEWALL . . . .. . . . . . . . . . ALWAYS PLACE TOP PLATE . . . . . .. . . . . . . . . . ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING .................................................. GARAGE 5/s 0 THREADED ROD . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . HEADER . . . . . . . . . . . . . . w/3x3x/+" PLATE . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T.R'. . . .. . . . . . . . . . . . . FULL HEIGHT ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . . . . . 77 HEADER AT (ONE IN SIDE . . . . . . . . . . . THREADED ROD'-�', PACK NTH 2-ROWS OF 16d i 1A . .. . . . . . . . . . . . . Lou Ponti;go and . . . . . . . . . . . . . . . . WALL) . . . . . . . . . . . . . . . . TOP OF ROUGH RING SHANK NAILS 0 129* O.C. MAX Associates, Inc. OPENING A2)20ga STRAPS I I .. . .. TEXTEND HEADER TO TO JACK ATTACH GARAGE DOOR THRU 5`11 TEND HEADER TO I I .. . . . UPRIGHT BUCK DIRECTLY INTO R SIDE OF WALL FAR SIDE OF WALL (2)2x6 KING STUDS 7 6x6 POST AS SHOWN. H 75 W/ STUD PACK, PER GARAGE DOOR (2)2x6 (2)2x6 S137Fdrl A SHOWN. 0 Jax. Beach, Florida 32250 (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS Ph. 242-0908 Fax.241-9557 6 EPDXIED 12" AND (1) 6 4'-O"x4'-O" PIECE OF WALL 4'-0"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA#8344 SC:CA#3579 no KING.\ SHEATING INSTALL AT UPPER CORNER 1" BELOW GARAGE HEADER HTT5 w/ �1175 w/ (2)2X6 DETAIL A CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS 0 EPDXIED 12" AND (1) SHOWN) We THREADED ROD (2)2x STUD CORNER,,,., THREADED ROD ON EXTERIOR STUD (TRIMED AS DETAIL A 0 T> EPDXIED 12 SHOWN) KING.\— P.T. SOLE PLATE,,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS 0 IWIA GARAGE HTT5 w/ FASTEN SHEATING.10 HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING ;61?IIA t-4 4t SOLE IATE HTT5 w/ I some W. *0011 FLOOR ANCHOR THREADED ROD THREADED ROD IN 3" GRID� PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. E EPDXIED 12" (STUDS, BLO-OKING & SILLS) TYP. 0 S SOLE PLATE_/ A EPDXIED 12" DOUBLE BLO"KING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 6 ANCHOR GARAGE WING WALL SECTION A N THICKENED SLAB EDGE A AT GARAGE OPENING. 6x6 POST NTH ABU66 .4- DED, Rpp,,� OVER ADDITIONAL DOUBLE PLATE�,BETWEEN 4 w/ 5/8" THREADED ROD S OF D �ANIXt OX % LED w/ 11"' EM WONT 13X WASHER. MIN. 4.0: NOTES: 0' X 4P 1 IE ' I EPDXIED 12 0 0 C) 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. even" + GARAGE WING WALL ELEVATION C r i s t o p h e r J Sabourin PE FL PE#71461 V*EN GARAGE HEADER FRAMING UH 2 GARAGE PORTAL WING WALL GARAGE WING WALL FRAMING LESS THAN 1211 K""—W�*ASIONS DA-M 0.2 THIS DETAIL ONLY APPUtS WHEN NOTED ON PLAN �SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN KING STUD TO TOP PLATEP SDWC`I 5600 SCREW, �FIELD ALTERATON CONTRACTOR SHALL CONTACT LOU 4 0 0 0 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY ROOF SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO STUD M TOP PLATE* BEING APPROVED BY LOU PONTIGO 1-MTS12 STRAP CONSTRUCTION SPEC's SDWC1 5600 SCREW. o ASSOCIATES MAY RESULT IN 0 EACH RAFTER ADDITIONAL ENGINEERING OR 0 320 O.C. INSPECTION FEES. 10d COMMONS 1/2"x10" S.S LAG BOLT 2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c w/3-#&3)�" WOOD CONSTRUCTION SPEC's SPLICE 2x6 x 4'-6" P.T. SYP NO.2 SCREWS 0 16"O-C 2x6 SPF#2 RAFTERS 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL M EACH ROOF HEADER 0 24*o.0 TRUSS 0 24" O.C. I-MSTA24 ALIGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T w/2-1/4*x6" SDS SCREWS 0 16 O.C�� No 2x4 SYP#2 LEDGER PRE-ENGINEERED w/2-#80)�" WOOD-," 5-10d NAILS WOODBEAM PER PLAN WOOQ,ROOF ES. 2x SPF BLOCKING BOT PLATE TO FRAMING SCREWS 0 16"O.0 COMMON RIPPED TO FIT 13ELOW CS180 32m O.C. 6x6 POST SEE PLAN WIRE NAILS WITH GAP SHOWN (2)H2.5T 0 4" O.C. 1-H2.5T 0 2x4 SPF#2 JOISTS 4x4 HOR126NTAL LEG STAGGERED EACH JOIST ALIGNED w/ RAFTERS SOFFIT, SEE r1e) ARCH. r1i If If if 3-10d TOENAILS %"x8" LAG SCREW EACH SIDE RECESSED ARCHITECTURAL 4x4 DIAGONAL DOUBLE-//f4 BRACKET TOP PLATE 1 x4 P.T. SYP 1 V-41' FASCIA WALL FRAMING %"x8" LAG SCREW Uj SEE PLAN RECESSED SHEATHING MAY 4x4 VERTICAL \-TERMINATE AT TOP OF DBL. TOP PLATE. ALL EXPOSED METAL ALL EXPOSED METAL CONNECTORS AND CONNECTORS AND FASTENERS SHALL FASTENERS SHALL BE STAINLESS STEEL BE STAINLESS STEEL RAFTER TAIL DETAIL WIEN 7 WALL STRAPPING DETAIL Uj SHED ROOF BRACKET DETAIL /0'�5 SHED ROOF BRACKET DETAIL 4 m�� r6 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN lks�2 \Z.,20/ SCALE: 3/4" l'-O* \.�.2 SCALE: 3/4" 1'-0" LLJ z 4 0 0 4 0 4 0 4 4 0 4 40 STUD TO TOP PLATE: o SDWC15600 SCRET--' o 0 320 O.C. STUD TO TOP PLATE: SDWC15600 SCREW.—o 11 0 320 O.C. IF DOUBLE DROPPED HEADER SHOWN, STUDS TO TOP PLATE STUD TO BOT PLATE: TOP PLATE RAISED HEADER PERMITTED SOT PLATE TO TRUSS SDWC15600 SCREW. Wx4h* LAG SCREW ' 0 32" O.C. misc WITH ROUND WASHER AT EACH FLOOR TRUSS 11 A FIx/,%MING FU LL H El GH T DETAILS BOT PLATE TO FRAMING_ HORIZONTAL PLATE BELOW CS180 320 O.C. TOP & BOTTOM OF STUD TO BOT PLATE: HEADER<, 130T PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWCt560O SCREW. JACK X"Wk* LAG SCREW 0 32" O.C. STUD 00 NOT SCALE DIMENSIONS FROM Z= - ----- ------ ------- AT EACH FLOOR TRUSS---�\ WITH ROUND WASHER ARCHITECTURAL DRAWINGS OR SINGLE PLY HEADER AT EXTERIOR SIDE OF WALL -------- DOUBLE PLY HEADER AT EXTERIOR SIDE OF WALL 6S - 2x6 DO NOT INSTALL PLYWOOD CLASSIC 8S - 2x8 FLITCH DESIGN/DRAWN/CHECKED CS BMB/LAP Hill TRUSS OR BEAM PARALLEL TO WALL ABOVE I SINGLE PLY HEADER DOUBLE PLY HEADER DATE 08.09.16 /**10 RAMED HEADER DETAIL SCALE 1114EN 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL \SO.2/ SCALE: 3/4" V-0" AS NOTED THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. TOLL-16-00521 CONTROL No. 3828 FILE COPY SHEET SOo2 7 F7m MM77 LE B5;;�ffl Al 'j 6 16 t p N IT �H E�ET 3�O F�q SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS I Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 % 00 a Q : No 6 8x16 VENT SEE 8/S1.01 3 1.1 m 12" FOOTING w/ #5 (TYPICAL) C> @ 12" O.C. EA WAY S OF 3 S1.01 S1.11 16x16 PIER OUT OF 8x16 BLOCK. REINFORCE w/ 1-#4 IN EACH CELL. XXXXXXXXXXX 77 7 XXXXXX C h r i s t o r3 S1.01 F L P E#71 4 61 to .0 F3.0 o 1 4p-2pt DA� CONCRETE STAND OFF PAD TO MATCH ARCH 09.06.1 f ol RCHITECTURAL COLUMN DIMENSIONS. COORDINATION PROVIDE #3 DOWELS @ 8" O.C. @ 0 EACH FACE. PROVIDE 1-#3 CONT. AT ri I)B 0 1 TOP OF COLUMN 4' K6 1.01 .01 Lo) �Si.oj I . ........ �FIELD ALTERAMN SAWCUT 0 CONTRACTO'R.SHALL CONTACT LOU K3 PONTIGO a ASSOCIATES PRIOR TO S1.01 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY rl OB FIELD ALTERNATIONS MADE PRIOR TO CONCRETE STAND OFF PAD TO MATCH 01 S1.01 ASSOCIATES MAY RESULT IN 3: ARCHITECTURAL COLUMN DIMENSIONS. ADDITIONAL ENGINEERING OR 2x8 SYP#2 P.T. DECK @ 16 PROVIDE SAW CUTS PER <1 PROVIDE #3 DOWELS @ 8" O.C. @ EACH INSPECTION FEES. O.C. SEE DETAIL 1/S1.0. V) 2/S1.0, BUILDER TO FACE. PROVIDE 1-#3 CONT. AT TOP OF COORDINATE WITH FINISH CONTRACTOR MAY IN' TA COLUMN FLOOR MATERIAL. STEMWALL IN LEU OF 0 FOOTING, SEE 1/S1.0 8x16 VENT SEE 8/S1.01 DETAILS. 3 (TYPICAL) 16x16 PIER OUT OF z --L JA 'I&S1.01 F2.0 8x16 BLOCK. REINFORCE 0 JF2.0 w 1-#4 IN EACH CELL. V) Uj opt PROVIDE 2-#4x4 F3.0 4 71 6 CORNER CRACK BARS- S1.01 ><1 3 "Un S1.01 AT SLAB MID-DEPTH. 2x8 SYP#2 P.T. DECK @ 16 139-7 to >< O.C. SEE DETAIL 1/S1.0. Uj & 4= X =+ I 6 I S1.0 Vi.0V I 1 4 -890 , �d Uj 17 Ell '4" CONCRETE SLAB W/ FIBERMES� @ �.5 LBS/CU.YD. F 2.0 r �OF CONCRETE OR 6x6 W1.4xW1.4 J-4- Co WWF ON 6MIL VAPOR BARRIER C X� IN PREPARED RADE. �-o 0 ><1 16x16 PIER OUT OF L K, I / 6 L I 16x16 PIER OUT OF I 8x16 BLOCK. REINFORCE A w/ 1-#4 IN EACH CELL. 8x16 BLOCK. REINFORCE .0 _j Z w/ 1-#4 IN EACH CELL. TT 11 1 71 7, 7, 7 2 A A LXj /y\/K/X mail A/YJ&N I AAA AAA Im t F2.0 76-l* 16x16 PIER OUT OF 8x16 BLOCK. REINFORCE 8x16 VENT SEE 8/S1.01 8x16 VENT SEE 8/S1.01 (TYPICAL) S1.01 ; (TYPICAL) w/ 1-#4 IN EACH CELL. FOUNDATION PLAN SCA_E: 1/4" V-O" ;7 POST SEE PLAN DECKING PER FOUNDATION ARCH. 2x8 P.T. SOLE PLATE PLAN X X w/ SOLE PLATE ANCHORS @ 48 0.C. 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 FOOTING SEE UNCLEAR REFER TO THE STEMWALL & ARCHITECTURAL DRAWINGS OR DETAIL 1/S1.01. CONTACT THE E.O.R. LAN NAME_m"__'0") FOOTING SCHEDULE AND NOTES FLOOR OISTSJ RIM BOARD CLASSIC SJ PLAN H3 DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE 2x8 P.T. LEDGER. CS BMB/LAP it-opt FASTEN TO STEMWALL 3-#5 EA. WAY BOT. 29-Olt 20-Opt F2.0 DATE -opt F2.5 5 4 3-#5 EA. WAY BOT. 21-6m 20-15" w/ /,," THREADED ROD 2-#5 08.09.16 3-#5 EA. WAY BOT. V-0 39-Ow 30-0$0 F3.0 EPDXIED 4" MIN. @ 16" O.C. CONT. SCALE 4 4-#5 EA. WAY BOT. it-on 3'-6" 3P-690 F3.5 - �/i r ASNOTED it-opt 4-#5 EA. WAY BOT. 4'-0 40-Olp F4.0 LPA No. 4-#5 EA. WAY SOT. V-069 4*-6" F4.5 16' TOLL-16-00521 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS ALL EXP�ED METAL SHALL BE GALVANIZED. 3828 STEP HEIGHTS. ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET SECTI ON 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. S1.0 FILE COPY 3. SOIL COMPACT10N AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 N, -Vol 0,11) Tp GS1.0 OCTOR IN ACCORDANCE NTH ASTM D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) SOLE PLATE ANCHOR, AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SEE 7B/S1.O1 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN 420 Osceola Avenue LAYOUT PLAN AND L: SLAB ON jax. Beach, Florida 32250 PERMANENT LATERAL I F. F LAB ON GRADE, 51 Ph.242-0908 Fax.241-9557 A <. r - -Ix A -SUPPORT DETAIL. S EE PLAN. 2 6 GRADE, FL:CA#8344 SC:CA#3579 S SEE PLAN. 4 Z <4 F GRADE OR CONC. SLAB, SEE PLAN. A 8 CMU STEM WALL W/ #4 DOWEL TO MATCH VERT. SLAB ON SHOWER PAN SLO ES TO DRAIN, SEE ARCH 4 #4 VERTICAL DOWELS 0 24 0.C. VIS A STEMWALL REINFORCING (SEE GRADE— 4 C" 4 90* BEND INTO FTG. I* STEMWALL SCHEDULE XX PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. SEE PLAN LU 10 SCHEDULE) w/ 6" HOOK INTO >1 . 7 4 0 CMU 0 on 4 REINFORCING FOOTING. LAP VERT REINFORCING COURSES 11 - I .'e - -'d 4 . * ,11 < 25" IF STEMWALL IS GREATER Uj S J OF 4 n oil 40. 1 TO 6 #4 VERT. 0 48 0.C. _j 'q4 THAN (3) COURSES. �STEMWALL, SEE 1 /S1 .01 CONTINUOUS CONCRETE 7 TO 10 #4 VERT. 0 24"O.C. an .4 , C 'N—CONT. CONCRETE FOOTING 3 LEAR FOOTING 11 TO 12 #4 VERT. 0 8"O.C. Ty 1—STORY, W/(2)#5 CONT. P STEMWALLS OVER 6 COURSES TO 8"d x 16"w '#. Christopher I Sabourin PE HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 OR (2)#5 CONT. 10 VP x20" FL PE#71461 REINF. BETWEEN EVERY OTHER I., 10"d x 20"w — COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. REVISIONS DAT�E GARAGE STEM WALL FOOTING W,,,l� SHOWER RECESS STEMWALL FOOTING r2 (IF REQUIRED) ��.01 (IF REQUIRED) ��-o 1 SCALE: 3/4" 1'-0" -�01 �FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORK31NAL CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ARCH. 4' ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERJING OR (4 M AX.) EQUAL TO SLAB INSPECTION FEES. THICKNESS. #3 BENT BARS 0 7B @ SLAB RECESS )-opt 18" O.C. W/ 2 z TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS AND ANCHORAGE PER -,,, (WHEN STEP IS GREATER ACCEPTABLE WITHOUT CONSTRUCTION SPECS. THAN 20 WALL FRAMING INCREAS OF FOOTING SIZE. 24 MAX STEP SLAB ON 1 DEEP SAWCUT w/ SLPB ONGRADE, WALL FRAMING Uj GRADE, ELASTOMERIC SEALANT /SEE` PLAN 2—#5 CONT. STEP, SEE ARCH. PLAN. SLAB ON Kj. ' SEE PLAN. GRADE, -47 ON 4, `z-SEE PLAN. ———————-- GRADE, 00 00 N OTES: SEE PLAN. 4 1 PROVIDE SAWCUTS TO CREATE LU APPROXIMATE 12' X 1'2' "'MA�. SQ. A. x16" THICKENED 2) SAWCUT CON C. SLAB WI rHIN 4 TO 3" w/ 2—#5 CONT. 12 HOURS OFCONC. PLACEMENT. OPTIONAL 8"x16" 4< 2" FLAIR -------- 1—STORY, w/(2)#5 CONT. 8"416", / 1—STORY, w/(2)#5 CONT. 8'j'x20" 2—STORY, w/(2)#5 CONT. am 8 X1 6 &"x20" 2—STORY, w/(2)#5 CONT. w/(2)#5 CONT. LLJ BEARING AT INTERIOR T� MONO. FOOTING AT STEP-DOWN Lf) -N� TAL 5� SAW I r4 L MONO. FOOTING AT STEP-DOWN CUT DETAIL oil SCALE: 3/4" = 1'—OP' 1\�-o 1 ��-o 1 1\�-O 1 8x8 PRE—CAST LINTEL, w/ 1—#5 Lij Z FLOOD VEN SEE NOTES ABOVE JAMB REINF. 3 MATCH DOOR Y4 WITH, SEE ARCH. REC SS C 0 B ON GRADEV 4- I I LIE:_l I ml I r=.i I 1�= ji[� GRADE III z SEE PLAN. MISC I F=__TM=_T11=_I I 1=1 1 1 1=1 I IE1 I 1=1 I 1=1 I I�d I 1=1 I 1��l I 1=1 I PAVING BY BUILDER FRAMING CONCRETE STAND—OFF PAD TO 12"xl 2" 1#5 CONT. MATCH ARCHITECTURAL COLUMN WOOD POST - ]DETAIL 10B DIMS. FOR BOX COL. w/#3. PERL PLAN. E.J. DETAILS MATERIAL HAIRPINS AT EA. CORNER & #51\ TYPICAL ANCHORAGE SLAB ON FLOOD VENT NOTES: CLOSED TIE AT TOP PER CONST. SPECS. CR ADEP P,(Zq T/PAD = HOUSE PAVERS BY SEE PLAN. —THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS ABOVE THE ADJACENT GROUND LEVEL. FINISH FLOOR OTHERS 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS =rT F;�_ UNCLEAR REFER TO THE —OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS THICKENED EDGE ii 8"xB" ARCHITECTURAL DRAWINGS OR MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED DETAIL 10A w/ 1—#5 CONT. EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF PLAN NAME CLASSIC CONCRETE FOOTING DESIGN/DRAWN/CHECKED (SEE PLAN) CS BM13/LAP DATE FLOOD VENT DETAIL ��q PAD AT 130' COLUMNS THICKENED SLAB 08.09.16 8 1 SCALE -�01SCALE: 3/4" 1'-0" SCALE: 3/4"''= "I$--of$ ��-o 1 AS NOTED -�01 LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET FILE COPY S1901 SHEET5 OF9 1,774 ON SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- I E DESIGNATES SIDE OF WALL THE S%t 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6w O.C. "IN THE FIELD' DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, I nc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 10/SO.2. 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SO CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/S0.1 0100-0,01ja T t goo ?IAE h A307 DIAMETER FULL HEIGHT 0000,000*1 o 'Sp X5 THREADED ROD, SEE DETAIL 12/S0.1 /xcz E A ov A307 DIAMETER THREADED N ROD TERMINATES AT FIRST FLOOR * a C;1; TOP PLATE. SEE DETAIL 12/S0.1 �o S A307 DIAMETER THREADED T A%- SEE 3/S0.1 FOR BOX COLUMN, ROD TERMINATES AT FIRST FLOOR (95 SEE DETAIL TOP PLATE. SEE DETAIL 12/S0.1 BEAM CONN. (TYP) 5/S1.1. �j (TYPICAL) )2xi 0' 1/11 los-1/1 SIMPSON HTT5 SEE DETAIL 15/S0.1 A& % f I Christopher Sabourin PE FL PE#7,1461 SIMPSON DTT2Z SEE DETAIL15/S0.1 �_(3)2x(') SP A? \_SEE 1/SO.2. 6x6 SYP#2 ff I..... POST. (SIM) DNS DA POST SET DIRECTLY ON_/ I rlw�Ls ARCH SIMPSON LTT20B SEE DETAIL15/SO.1 STEMWALL BELOW W/ABU66. COORDINATION 09.06.1 f SEE DETAIL 2/S0.1 (TYPICAL) Cq LLJ C14 V) :K 12m LONG LIGHT GAUGE STRAP Z Cq LSTA1 2 FASTEN TO TOP PLATE AND STUD (0 to _j N1_-1 I Ld Cq NTH 5-10d COMMONS < 0 C-4 0 T_ T_ < z X z X LLI WALL STUD SCHEDULE N "a I / Go 10-11. 3: 00 1 / > 3: C14 PLATE STUD SIZE C) V) 0 LOCATION HEIGHT SPACING < SEE 1/SO.2. 90-10 EXTERIOR 2x4 SPF#2 0 16- O.C. FIELD ALTERAMN _j A-(SIM) MAX CONTRACTOR SHALL CONTACT LOU EXTERIOR 10,-1 2x6 SPF#2 0 16* O.C. PONTIGO&ASSOCIATES PRIOR TO MAX 2x4 SPF#2 0 12* O.C. MAKING ANY STRUCTURAL FIELD EXTERIOR 10,_1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY V) C5 14�-D* FROM THE INTENT OF THE ORK31NAL V) L_ CONSTRUCTION DOCUMENTS.ANY 10'-On INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO Ilk Lj_j BEING APPROVED BY LOU PONTIGO a > F- 12'-0" 2x6 SPF#2 0 16* D.C. ASSOCIATES MAY RESULT IN LLi INTERIOR 0 04 Ld MAX 2x4 SPF#2 0 12" O.C. ADDITIONA4 ENGINEERING OR (2)2x6_1/1 0 Cq INSPECTION FEES, C4 X C4 Uj Cq 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 0 �16 PC ST DIRECTLY X < Cq 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. N Ijj LO L W PC ST ABOVE. CONTRACTOR MAY INCREASE STUD SIZE TO MEET X I ARCHITECTURAL REQUIREMENTS. V) \IDE $OLID BLOCKING Lij CANTILEVER 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN STRAP BEAMS TO POST EACH :D (3)2x6 SPF#2 I HI\I FLOOR SYSTEM. YELLOW PINE. POST. Z BEAM END w/ (2)MSTA24 (TYP) IC fi (0 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. u (2)2x6-1/1 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS :z TRUSS FG02 ABOVE lo 3 2x12 MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT Z ::0- SHEARWALLS co 4 (2)2x6 SPF#2 C(2)M-1/2) LU 2x4 SPF#2 z POST. POST. COMBINED USE PANEL NOTES 0 co \-HU210-2 1. EXTERIOR WALL SHEATHING SHALL BE HANGER CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST mj X TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING bi (2)X/ 6- SPLICE LOCATIONS FOR MULTI STORY CONDITIONS UJ C) IV D 04 7 It- 2. SEE SHEET SO.0 FOR WALL SHEATHING X % SPECIFICATIONS. _j 04 3. UPPER MOST TOP PLATE SUPPORTING ROOF C14 OSB WALL MEMBERS SHALL BE STRAPPED AS SHOWN IN SHEATHING. DETAIL 1/SO.O STRAP HEADER > _j 00 1 PER DETAIL 7/S0.1. X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL LO I 3/SO.O r%, _N oll 14 0i F 00 D C7 D_\ OSB WALL .::�- wx % I _j X SHEATHING._N\,�11 GENERAL NOTES 0- C14 2. 10� 04 z 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD z A 3.. 00 (A -HU210-2 SIZES AND SPACING. AT GIRDERS AND BEAMS, HANGER PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER X < z 0 00 PLIES. 'ON (2)2x6 STUDS X co U 0 Uj 2. SEE SHEET SO.0 FOR ROOF AND FLOOR z BELOW 1�3 CAI C14 SHEATHING SPECIFICATIONS. CONTINUOUS (3)2xl2 I (Z)2 x 112 3. WHERE FRAMING MEMBERS CONSIST OF MUL71PLE 'HEADER. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 1% MW ii i, 'I 1 00 IN I -L4_1Lj TOGETHER PER DETAIL 6/SO.O #q 2)2xl 0-1�1) C(2)2xl 0-1 2� (2)2xl 0 R @ �J__L i I Lij IV. 04 X1 2)2xlO-1/_ FOR SEE 3/S0.1 FOR 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2x6 SPF#2 FULL (TyP) 6x6 SYP#2 POST SET DIRECTLY 3/S0.0 STRAP BEAMS TO POST EACH-/ SEE 3/S0.1 FOR HEIGHT STUDS @ 12 C. (2)2x6 POST DIRECTLY BEAM CONN. (TYP) ON STEMWALL BELOW W/ABU44. END w/ (2)MSTA24 (TYP) BEAM CONN. (TYP) 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 BELOW JACK STUDS ABOVE. SEE DETAIL 2/S0.1 (TYPICAL) ATTACHMENT PER DETAIL 5/SO.1 FROVIDE SOLID BLOCKING 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U WITHIN FLOOR SYSTEM. TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS FIRST LEVEL W, LL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" SCALE: 1/4" 1'-0" ALL EX7ERIOR WALL 42" 0.C. 4- END LENGTH. FASTEN IST FLOOR UNLESS OTHER NOTED THIS END w/ 9-10d. FRAMING SHEARWALLS WALL FRAMING-/ 24" O.C. 60 (SW IWOY/6") it z �?LH ---------------hz PLAN SOLE PLT 0 f WHEN NOTED ON PLAN SEE NOTE 2 NO NAILS REQUIRED 1. INSTALL SOLE PLATE ANCHORS PER DETAIL FLOOR IN CLEAR SPAN 3P,30.0 TRUSSES DO NOT SCALE DIMENSIONS FROM 2. ANCHOR SPACING SHALL BE AS NOTED. FOR OR JOIST. THESE DRAWINGS.IF A DIMENSION IS EXAMPLE - SOLE PILT 0 36" 36" z UNCLEAR REFER TO THE WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR ONCENT�R SPACING I z 0 LH CS18 STRAP w/ 10 PLAN NAME END LENGTH. FASTEN CLASSIC THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS / BMB/LAP DATE 08.09.16 SCALE ASNOTED L?A No. TOLL-16-00521 CONTROL No. 3828 SHEET E COPt F! S191 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: TRUSS ROOF RAFTER NOTES: STRAPPING 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 GIENERAL DESIGN SPECIFICATIONS SEE SHEET STRAP TRUSSES AND ROOF RAFTERS TO BEARING 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CLIPS WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. SCREW UNLESS OTHERWISE NOTED Lou Pontigo and Associates, Inc. TRUSS FASTENING DETAILS 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 A FL:CA#8344 SC:CA#3579 2 13L.01 "KIN(_7% 10 (2)HTS1 6 E:. SO.1 SO.1 SSE!S F01 -1 / I T24 ...... 4.0 00 0 THD26 . 7 /FQ2 F03 T25 P1 IN -P 2x6 RAFTERS TAILS y '__�SEE DETAIL 6/SO.2. L0Q1K_INQ, � ,DSB -,B y C:) 0 THD26 F03 2 , 0 &r-& % S T OF A 1 4/ h T2 F- F- F- F- 0 4Q JUJA LL LL LL U_ LL DETAIL 5 E/Sb.1 STUD DIRECTLY 0-60.6010 '02 F03 1 C. EATH UPPER WALL If, THD26 T26 BELOW TUSS \\,__TOP PLATE TO SH THRU LOWER ROOF TO 10 3 C h r i s t o p h e r J Sabourin PE WALL BELOW. "02 F03 FL PE#71461 THD26 T26 .103 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATi 2 F03 THD26 T25 NO STRUCTURAL SHED ROOF BRACKET NEEDED. Rafter to Top Plate shown COORDINATION F'02 F03 THD26 T27 Truss to Top Plate similar (TYPICAL) THD46(1)HTS1 0 SHEATH UPPER WALL Optimal 22% F02A ILI I F03 �j THD26 _rl 1r1%1 I i(y 0! a�A=D 30' TO BEAM BELOW. THD46 4 F02A F03 1H D Z26 T27 0 ce) FIELD ALTE N CONTRACTOR SHALL CONTACT LOU lu_ F02A F 3 THC STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO 103 T27 LOW TRUSS MAKING ANY STRUCTURAL FIELD THD46 X"Mox MODIFICATIONS WHICH MAY VARY 1)HTSI� --------I- FROM THE INTENT OF THE ORIGINAL M 4 CONSTRUCTION DOCUMENTS.ANY THD F02A TH /—(2)HTS1 6 FIELD ALTERNATIONS MADE PRIOR TO _4 S cmvl BEING APPROVED BY LOU PONTIGO a ( 2)HTS 6 C SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN AU15 \_STUD SDWC15600 ADDITIONAL ENGINEERING OR FG02 ==jj L—VA—J INSPECTION FEES. (0 CD (D V U 15 LL 1. Sloped-roof rafters may be sloped up to and including LL LL LL a 12:12 pitch and must be 'birdsmouth" cut. 2. Reference detail 4 for installation instructions. Cq CN C4 Cq N PORCH CEILING AT SIMPSON SDWC INSTALLATION RANGE 00 to: U) U) z 0 ,--BOTTOM CHORD OF LL 0 ISH422 F1 2 ,103 TRUSS SEE 2/S0.1. Lij .W11 SHEATH WALL '2)H T$I 6 ^2 -,-'THRU LOW ROOF Uj TO WALL BELOW L0 L0 Lr) U') L0 L0 11) CC) In U) Ln LO In Ln In LO Ln U) CID 0 0 0 0 a 0 CD 0 PORCH CEILING AT NZ 1`� u_ U_ U_ U_ u_ U_ U_ UL. u_ u_ U_ U_ U.- U_ LL L 11- LL U_ LL 11- 'JU BOTTOM CHORD OF BELOW TRUSS M 0 2� u SDWC1 TRUSS SEE 2/S0.1. 7X41 CY) Reference detail 2a for installation angle limit Uj z I'll-69 1 ;t! 1 7' 57=7 Z_ Z' Z' "P-,/ �n�orr Z e -7_ 111-11 7_ t3lf LU ---ELJ ----TLJ SDWC INSTALLATION T 004 (2)HTS1 6 1 Rafter to Top Plate shown 2 S C) SO.1 2x6 LEDGER INSTALL (Truss to Top Plate similar) SO.1 OVER SHEATHING. FASTEN LU Floor Truss Connector Lis�(., Roof Truss Conr ector List w/ 5-0.131 x3 @ 16 N**4, Z Product Qty Manuf' Manuf Product Qty Nri FSTUD NOT DIRECT IBELOW TRUSS USP, MSH422 4 USP JUS24 3 THD26 16 USP. THD46 7 USP Do not install SDWC in USP THD26-2 1 Mhatched area SDWC15600 MIN 1 1/2 Overhan 9C. 2 MAX -SDWC INSTALLATION RANGE FLOOR AND RO 0 F T IRUS S Rafter or Truss X*" minimum edge oe,,, PLACEMENT F�LOORLAND ROOF, TRUSS PLACEMENT PLAN distance for full values (with or SCALE: 1/4" 1'-0 Splice may be in upper or PLAN without a plate lower plate splice) 00 NOT z SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE r A" from top plate ARCHITECTURAL DRAWINGS OR splice Offset for full values STUD NOT DIRECT BELOW TRUSS PLAN NAME CLASSIC DESIGN/DRAWN/CHECKED CS / BMB/LAP DATE SDWC AT TOP PLATE SPLICE 08.09.16 SCALE AS NOTED LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET S102 61 FO F 4 O/F, SHEET7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN --------- LINE DESIGNATES SIDE OF WALL THE SW 3&4 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 PLYS & JACK/KING STUDS NEEDED FORSUPPORTHEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 10/SO.2. 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/S0.1 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/S0.1 lb A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR SHEATH UPPER WALL DOWN TO TOP PLATE, SEE DETAIL 12/SO.1 TRUSS PER 7B/SO.2 (SIM) A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR (95 TOP PLATE, SEE DETAIL 12/S0.1 ios-7_� )S_1 2 SIMPSON HTT5 SEE DETAIL 15/S0.1 -.ICS18 C h r i s t o p h e r j S a bou ri n P E 00 00 0 0 FL PE#71461 V) SIMPSON DTT2Z SEE DETAIL15/S0.1 (2)2x6 SPF#2 . ....... ST. STRAP TO REWSONS DA POST BELOW SIMPSON L1720B SEE DETAIL15/S0.1 WITH 1-CS18. _j < 0 C14 :_9: V) 12" LONG LIGHT GAUGE STRAP TRUS T01 ABOVE IN-, `�� LSTA12 FASTEN TO TOP PLATE AND STUD L_ -A - - T_ z T_ I w WTH 5-10d COMMONS V) I-_ (2)2x6 SPF#2 CI) Ld WALL STUD SCHEDULE CS1 POST. STRAP TO PLATE STUD SIZE POST BELOW 0 LOCATION HEIGHT SPACING I__ WITH 1-CS18. EXTERIOR 2X4 SPF#2 016" O.C. rRELD ALTERAMN X _j C:) MAX C14 -:3 01-% < I EXTERIOR 10,-1 2x6 S L CS1 8 7 MAX 2x4 SPF#2 0 12* O.C. PONTIGO&XSSOC1111 ES PRIOR TO I ^4 11 MAKING ANY STRUCTURAL FIELD SHEATH UPPER WALL DOWN TO EXTERIOR 10,_1 TO 2x6 SPF#2 0 16* O.C. MODIFICATIONS WHICH MAY VARY 14'-Om FROM THE INTENT OF THE ORK31NAL TRUSS PER 7B/SO.2 (SIM) 10,-CIN CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO 18- on BEING APPROVED BY LOU PONTIGO a INTERIOR 12'- 2x6 SPF#2 0 16* D.C. ASSOCIATES MAY RESULT IN MAX 2x4 SPF#2 0 12' O.C. ADDITIONAL ENGINEERING OR LjL_ INSPECTION FEES. -tCS1F( 2 AV) F- F- IL j 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE __T_T 0 X 1 04 Ld 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. LLJ m CONTRACTOR MAY INCREASE STUD SIZE TO MEET CS1 8 ARCHITECTURAL REQUIREMENTS. > CS1 8 :7 :2 V_ 0 < 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z L1j SHEATH UPPER WALL YELLOW PINE co TFRU LOWER ROOF TO X 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L9 BE-A" BELOW. CS1 % 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS -CS18 4L� V TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. CS18 @ B STUD C S 18 SHEAR * S WHERE NOTED. SEE DETAIL J-CS18 CS1 8 AT BOTTOM RI V) GHT OF PAGE. i (,3)2x( PF#2 COMBINED USE PANEL NOTES _j I POST. AP TO 0- C) C14 1. EXTERIOR WALL SHEATHING SHALL BE < _j X PO LOW Of Ld CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST S18. m V) TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SHEATH UPPER WALL ------ V) "I I- CS1 8 V) 0 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj THRU LOWER ROOF TO _j Cn WALL BELOW. < 2. SEE SHEET SO.0 FOR WALL SHEATHING m PO W VL tb P I U� S R LC Uj ri Z w SPECIFICATIONS. z > X C) �- < 0 N F_= I-- m z 0 Lij 3. UPPER MOST TOP PLATE SUPPORTING ROOF LIJ 1-- MEMBERS SHALL BE STRAPPED AS SHOWN IN ^4 1 > -Jw DETAIL 1/SO.O I Z I (2)2x6 SPF#2 Uj SO.1) 1 0 r) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL POST. STRAP TO C) 3/SO.O POST BELOW ------ Cn Uj WITH 1-CS18. :D CS18 Qf Ln TRUSS T14 ABOV7_ GENERAL NOTES rNIC 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 1-8 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD I SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER V) I PLIES. > Uj 00 00 SHEATH WALL 2. SEE SHEET SO.0 FOR ROOF AND FLOOR T_ T_ THRU LOWROOF SHEATHING SPECIFICATIONS. Z V) L) ((3)2xi 0-2/2 �1 (r Q 0 TO WALL BELOW 3. WfHERE FRAMING MEMBERS CONSIST OF MUL11PLE CS1 8 1 1 1 1 1 V� I.. ICS1 8 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (_10S-1/1 10 S 17_1 � (2)2x6=2 00 00 TOGETHER PER DETAIL 6/SO.O r- 4. INSTALL SOLE PLATE ANCHORS PER DETAIL e- 71 3/SO.O --RAP HEADER 2x6 SPF 2 FULL tS HEIGHT STUDS' 0 12" O.C. P[7 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 _R DETAIL 7/S0.1. ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP W/ 10" 4- END LENGTH. FASTEN 2nd FLOOR THIS END w/ 9-1 Od. FRAMING WALL FRAMING 6 0 z PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES- OR JOIST. 00 NOT SCALE DIMENSIONS FROM q-m THESE DRAWINGS.IF A DIMENSION IS z UNCLEAR REFER TO THE WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR z Cq CS18 STRAP w/ 10" PLAN NAME IEND LENGTH. FASTEN THIS END w/ 9-10d. CLASSIC DESIGN/DRAWN/CHECKED SEC01 D LEVEL WALL FRAMING PLAN CS / BM B/LAP SCALE: 1/4" V-091 DATE 08.09.16 SCALE AS NOTED LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET FYE CO711 Sle3 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 4. WHEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, I nc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA 4 8344 SO CA#3579 viifg J. NC31 E Q.- 7 461 2x6 RAFTERS TAILS �SEE, DETAIL 15/S0.�L.0 % SO.2 BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 Christopher J Sabourin P E lj� I(D 4 6 -C I r1% A F L P E#71 4 61 0 J - §/ 11> __2 o o J02 TRUSS TIE DOWN WITH SIMPSON SDWC .............. ISIONS DATE oo N O-NNNN� Rafter to Top Plate shown H TS1 6— 7 J02 Truss to Top Plate similar -.0 Optimal 22�* T01 lv"e%r% .1%1 1 11%- M r-r% A I.A 19 XY z (2)HTS16—/-", 4ff FIELD ALTERATION 2x6 RAFTERS TAILS T CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO SEE DETAIL 6/SO.2. BELOW TRUSS MAKING ANY STRUCTURAL FIELD X*Max MODIFICATIONS WHICH MAY VARY CONSTRUCTION DOCUMENTS.ANY z Z FIELD ALTERNATIONS MADE PRIOR TO /6\ SDWC15600 TOP PLATE TO BEING APPROVED BY LOU PONTK30& SO.2 STUD SDWC15600 A INSPECTION FEES. 2x4 DORMER WALL. 1. Sloped—roof rafters may be sloped up to and including FASTEN TOP & BOTTOM W/ SDWC1 5600 SCREWS___—� \-2:K6 RAFTERS TAILS 2. Reference detail 4 for installation instructions. @ 24 VI 0.C. L _J S—__E DETAIL 6/SO.2. L= <1 T07 ?)HTS1 6 SIMPSON SDWC INSTALLATION RANGE (2)2x4 BLOCKING @ 24 04 M to T07 BELOW DORMER WALL w/ > > > > 4-10D TOENAILS EA PW--I V) Tod �o E D ELD H F- THD26� 2x6 RAFTERS TAILS T09 L SEE DETAIL 6/SO.2. THD26 K10 SOA LU D2 T I z Ti 4< THD26 lo STUD NOT DIRECT 0 lo BELOW TRUSS U M Z SDWC15600 TH 26 0 117% 113 A E! TOP j!git Reference detail 2a for installation angle limit J N. THD�o 111F SDWC INSTALLATION T14 Li L 7� C:) JUS". Cb HTS1 6 f2 cq Rafter to Top Plate shown 0H J02 (Truss to Top Plate similar) LLJ J02 cc cc (C CC I (Cl (Cl CC 0 _141" 0 (Cl :(Cl (Cl C C 4C C Cl Cl a C� Cl Cl C Cl C 70 IIM [STUD NOT DIRECT11 M. Z\ Atk Z\ ZV IBELOW TRUSS k Do not install SDWC in L(2)HTS16 hatched area 6 0 2x6 RAFTERS TAILS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES SO.2. SDWC15600 SEE DETAIL 6/SO.2.,,.,,, U 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING 1 1/2' MIN WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 O�veang "_% 2" MAX SCREW UNLESS OTHERWISE NOTED J J SDWC INSTALLATION RANGE D1 ISS PLACEMENT Rafter or Truss V minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate splice) lower plate DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS r UNCLEAR REFER TO THE X* from top plate ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME ROOF TI�ZUSS PLACEMENT PLAN CLASSIC DESIGN/DRAWN/CHECKED SCALE: 1/4" lo—Oov CS BM B/LAP DATE SDWC AT TOP PLATE SPLICE 08.09.16 SCALE AS NOTED LPA No. TOLL-16-00521 CONTROL No. 3828 SHEET ;4 S104 J02 N X:7 1�51 b 4--1\ Z ZTW SHEET 9 OF 9