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1644 PARK PL - REVISION 4-30-17 DRAWINGS DESIGN SPECIFICATIONS DESIGN CODE: 2014 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN LOADS: ACTUAL AND UNIFORM EXISTING ROOF FRAMING ROOF LOADING (cd=1.25) TO REMAIN AS IS TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD DEAD LOAD 5 psf DEFLECTION CRITERIA: TOP PLATE AND BEAM TO REMAIN AS IS Lou Pontigo andAssociatr:s. Inc. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 EXISTING WALL 420 Osceola Avenue WIND LOADING: EATH I N G Jax. Beach, Florida 32250 ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. Ph. 242-0908 Fax.2a1-9557 FL:CA# 8344 SC:CA# 3579 DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. CONTRACTOR VERIFY SYP#2 (2)124 TOE CONTACT US WITH YOUR COMMENTS REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL EXISTING BEAM IS STRAPPED BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF HEADER, COMMENTS � LP-A.COM LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. EACH END w/ 2—MSTA24 Q NAILS E.E. PER PLAN OPENING (MIN) BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH AND HTTS AT BASE SHEATHING SPLICE � � IMPORTANCE FACTOR ---------------- 1.00 MEAN ROOF HEIGHT ---------------- 15.0 FT (2)2x6 SYP#2 SYP#2 TOP NAIL EACH 2x6 WALL STUD •�•••••"••�•�CO�,�'4 -------------------- PLAT F ``J . \GENS••. • ROOF PITCH SEE ARCH E FASTEN TO BEAM w/ AT TOP AND BOTTOM LATE END FASTENER No.53311 BUILDING CATEGORY ---------------- II (2)Y4"x6" SDS @ 16" O.C. w/ 3-8dx3" GUN NAIL ' . EXPOSURE CATEGORY --------------- B ENCLOSURE CLASSIFICATION ------------ ENCLOSED EXPANSION i S+O�S OF INTERNAL PRESSURE COEFFICIENT ---------- t .18 2x6 SPF#2 WALL 7 JOINT. ,I �3j�Q�,••.••• •R�pP•,�\�k. STUDS © 16" O.C. /6 OSB WALL SHEATHING. 1—# !1l 5 CONT. .y+�y�u 0.. . COMPONENTS & CLADDING ALLOWABLE PRESSURES FASTEN TO STUDS w/ d WATERPROOFING BY BUILDER HEAD OR NEW EXISTING , `'�'���" TRIBUTARY INTERIOR EDGE STRIP (PSF): COMMONS ® 6" EDGE AND LBSCU.YD OF FIBERMESH KIN 1.5 PLATES SEE AREA (sf) ZONE (PSF) 'a' = 4'-6" FIELD. INFILL SLAB w/ SCHEDULE 10 +18.2 —19.8 +18.2 -24.4 2x6 SYP#2 P.T SILL PLATE EXISTING EXTERIOR WALL � — / P & JACK REVISIONS DATE OVER CONCRETE BONDING STUDS SEE PLAN w Y2" THREADED ROD ® 24" TO REMAIN AS IS. AGENT . ROUGH OPN'G, SEE ARCH. 50 +16.3 -17.9 +16.3 -20.6 / O.C. w/ MIN. EMBED OF 8" WATERPROOFING 100 +15.5 -17.0 +15.5 -19.0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE #3 DOWEL CD? BY BUILDER WINDOW SILL SCHEDULE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE 24 O.C. STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH ROUGH DROPPED HEAD MINIMUM END • POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. #3 DOWEL CD? OPENING OR SILL PLATES FASTENER EACH END • LINEAR INTERPOLATION IS PERMISSIBLE. 00 24" O.C. 7A- AKIn < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILSFIELD ALTERATION DEPDXY < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS CONTRACTOR SHALL CONTACT LOU • PLUS = PRESSURE AND MINUS = SUCTION. �I --GRADE 1—#3x1'-4" HORIZONTAL1 » PONTIGO&ASSOCIATESPRIORTO < 8'—4 (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS MAKING ANY STRUCTURAL FIELD • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE =� i DOWEL ® 36" OC (TYP.) MODIFICATIONS WHICH MAY VARY I r< 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FROM THE INTENT OF THE ORIGINAL DESIGNED FOR EDGE STRIP PRESSURES. � CONSTRUCTION DOCUMENTS.ANY • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE FIELD ALTERNATIONS MADE PRIOR TO 1-#5 CONT. _ SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN BEING APPROVED BY LOU PONTIGO& RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET ASSOCIATES MAY RESULT IN THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. ADDITIONAL ENGINEERING OR GENERAL NOTES & K�_1 NEW INFILL WALL AND FOOTING 2 NEW TO EXISTING SLAB 3 WINDOW HEAD, AND SILL FRAMING wsPECnoN FEES. �-o 'CONSTRUCTION SPECIFICATIONS �_o s1.o GENERAL NOTES: MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q$ BE RESPONSIBLE FOR 1 CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR W THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS 1—SIMPSON H2.5T. A PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCTB Lu THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL L/ SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SHEATHING SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR /-RATED , AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, BOUNDARY OF SEE GENERAL NOTES. - 12 TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR SHEATHING CD D D D ELECTRICAL SYSTEM. DESIGN IS V010 ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS, UNLESS EXAMPLE OF PANEL O PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. EDGE w/ BLOCKING W MATERIAL SPECIFICATIONS: WHERE REQUIRED BY C C w HARDWARE AND ANCHORS: GENERAL NOTES. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. NAIL SPACING AT METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. SUPPORTED EDGES, LU RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS GENERAL NOTES SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/a" LARGER THAN THREADED ROD SIZE. (U.O.N.) ry < ANCHORING ADHESIVE: HEADER DOWN CONNECTION HEADER UP CONNECTION EPDXY: RED HEAD A7 ACRILLY ADHESIVE EXAMPLE OF UNSUPPORTED Inp, REINFORCING STEEL;- SHALL BE ASTM A615, GRADE 60. (UNBLOCKED) PANEL EDGE CONNECTION CONNECTION I FOOTING AND FOUNDATION& (TYPICAL) CALL OUT UPLIFT CONNECTOR UPLIFT CONNECTOR FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CALL OUT CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE A H2.5T ® 32" O.C. TOP & BOT A LS18 @ 32" O.C. SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A NAILING TO INTERMEDIATE DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BEB SEE PLAN B SEE PLAN 00 FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND SUPPORT IS 6 O.C. MAX.—"'. -ROOF FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE (uQN) TRUSSES, OR C (1)MSTA24 STRAPS C (2)CS16 STRAPS WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FLOOR JOISTS. D FULL HGT THREADED ROD SEE PLAN D FULL HIST THREADED ROD SEE PLAN FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL U.O.N OR LTT20B HOLD DOWN AT BASE PLANS.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION ( ) OR LTT20B HOLD DOWN AT BASE (U.O.N) PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLANTHEN K_4--�SHEATHING NAILING DETAIL UNLESS OOTHERWISE NTACT INOTED NEER OONRDRAWNECORD GS,MINIMUM CONCRETE COVER FOR i DEN 5 HEADER TIE DOWN REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON » "GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 ® 48" O.C. OR ROD CHAIRS. . SCALE: 3/4 = 1 —0 N S1.0 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS WOOD FRAMING SPECIFICATIONS: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, (� CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN GENERAL SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS NOTES AND USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ROOF COVERING SPECIFICATIONS: FOUNDATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. 3/4" DEEP SAWCUT w/ PLAN ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING ELASTOMERIC SEA-ANT TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. SLAB ON GRADE, SEE PLAN FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" DO NOT SCALE DIMENSIONS FROM a THESE DRAWINGS.IF A DIMENSION IS O.C. EDGE & FIELD UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ROOF SHEATHING SPECIFICATIONS: CONTACT THE E.O.R SHINGLE- MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ NOTES: 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS 1) PROVIDE SAWCUTS TO CREATE PLAN NAME DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). APPROXIMATE 12' X 12' MAX. SQ. GRAMLING RESIDENCE WALL SHEATHING SPECIFICATIONS: DESIGN/DRAWN/CHECKED FLEXIBLE FINISH-MIN. 7/,e*, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, 2) SAWCUT CONC. SLAB WITHIN 4 TO FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE 12 HOURS OF CONC. PLACEMENT. CS JMD LAP INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, DATE CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE .04.17 CONSIDERED BRITTLE FINISH. STUCCO FINISH.-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, K-67- SAWCUT DETAIL OFFICE COPY CONTROL NO. FIC ' FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE ! 1 G. V i N/A LONG DIMENSION PERPENDICULAR TO THE WALL STUDS $1.0 TRUSS ID. - A REVISION LPA NO. BEET-17-0-0 0465 Bp#..t,.;..,,:..firiil,&— 36pk SHEET >DATE__Zj LLjj SIGNED �'r► sto SHEET 1 OF 2 SYMBOLS LEGEND EXISTING STRUCTURES ARE SHOWN ON DRAWINGS DESIGNATES SHEARWALL. THE HIDDEN L p FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ---------- LINE DESIGNATES SIDE OF WALL THE Sw ELEVATIONS AND TYPE OF CONSTRUCTION OF NAILING: 8d ® 3/6LDESIGNATES 8d OMMONSSHEATHING TO BE E0 --------------- --------------------------_ ' THOSE STRUCTURES, AND NOTIFY ENGINEER I D. F - � IMMEDIATELY BEFORE BEGINNING NEW 8d®3" 6" 3" O.C. EDGE & 6" O.C. "IN THE CONSTRUCTION OF ANY INTERFERENCES AND/OR FIELD" I — DISCREPANCIES THAT MIGHT EXIST BETWEEN / DESIGNATES THE HEADER SIZE AND =—————————————— (2)M-1/2 NUMBER OF PLYS DESINATES NUMBER, I ——— — _ Lou P o n t i g o a n d HEADER SIZE & JACK/KING STUDS CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL PROVIDE ALL Associates. Inc. TEMPORARY BRACING/SHORING, TEMPORARY 420 Osceola Avenue ---- BEAM OR TRUSS, SEE PLAN SUPPORTS AND OTHER SUCH ITEMS OR OTHER ax. Beach,, Florida 32250 MEASURES NECESSARY TO PROTECT THE Ph. 242-0908 Fax. 241-9557 S2.0 STRUCTURE AND ANY PERSONNEL DURING FL:CA# 8344 SC:CA# 3579 CONSTRUCTION. THE DESIGN ADEQUACY AND CONTACT US WITH YOUR COMMENTS ----- -------- --------- -- __� __ _= SAFETY OF ABOVE ITEMS ARE THE SOLE I —�I-- �---Ir---ll Ir--�I--_�---I�--�---li-- 11— RESPONSIBILITY OF THE CONTRACTOR.. co om .. ,, II II II II II II II II II II it I I 'o II I II II II II II 1 If �a� �';•'•�-�C'EN`sr^'••���'�s II II II II II II II II II II 11 II II II II II it II li II 1I No.53311 II II II II I II DDI SB ALL ii i II ii II II II I I I I� II II II = 'a '• 'T� :�Q II II II I I I I II II II I Iy,�4,�.'��C P; •��� � II I II II II II II II II ' % F •'••� .«. �� NEW OPENING �o NO STRUCTURAL CHANGES IN THIS X II 11 1iHtgiigl�N\ c.I AR UNLESS OTHERWISE NOTED II I II II II I I II II II II II I II II EW I OCA ION C�F II I1 I1 11 EXISTING ROOF II I IR G I ON UNIT, 11 II II II TRUSSES TO REMAIN II I E II II II II II AS IS UNLESS REVISIONS§ DATE II ►► I /S2. II II II II I1 II II n 1 II II a II Ii OTHERWISE NOTED. II II I II I II it II II II II I II II II II II —�� 11 II 11 11 II II II I II II II II ii II II II II 1! NEW OPENING II II II II II STRAP HEADER 11 11 II 11 II II II II II II it II it 11 II II II PER 5/S1.0 II II II !I X N II I II I{ it II II —1 ($)2x /1 1 fl II II I 1 FIELD ALTERATION II II I II 11 II 1 1 CONTRACTOR SHALL CONTACT LOU 11 I I I I I I i I I I I I I I 11 1 PONTIGO a ASSOCIATES PRIOR TO II II II II I (! 11 MAKING ANY STRUCTURAL FIELD it II II II I 11 II 11 II I) 11 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL II I II I I I I I I II II II II I) CONSTRUCTION DOCUMENTS.ANY N O STRUCTURAL C A GES IN THIS I I 11 11 11 11 11 11 FIELD ALTERNATIONS MADE PRIOR TO AR UNLESS OTHERWISE NOTED II II E II BEA l4LL, !I li it II II II II 9EINGAPPROVED BYLOU PONTIGOa ASSOCIATES MAY RESULT IN II SEE 1/62.0 frR FOOTING 11 I! II 1! ADDITIONAL ENGINEERING OR ii it REP�IIR ANP FRAPING II 11 11 11 11 If 11 INSPECT7pNFEES. II II II ►► II II 11 DTT2Z STRAP HEADER II II II II II II II II II II 1! II II II II II II II 11 it II II II II PER 5/SO.1 II II II II II II II II II II II II II I II it I! II II II II II N NEW OPENING00 t� II II I II II II II !I II II II — II II II II II II II II If II EXISIING NON II II II II II If it II If II I! II II II II II II if II II II li I II II II II II II II N II II II II II I II II II II it I II II IIUj DTT2Z AD II I II I II II II II II II BEARING WALL MAY 2 ii ii II II II II II II �' ii 11 11 W BE REMOVED S1.0 _ — -------- ------ ----- ( � HTT5 AT EXISTING ----------- -- — --- ----- v 1 z GARAGE HEADER � ° -- ------ JACK/KINGS ° a ° ° I1 a — W LIJ ° ° ° 4 SEE 1/S2.0 FOR Q 2 MODIFICATIONS OF ..a ° f ° THESE TRUSSES. a ° -_- I 1 (4 TOTAL) l .Q p � � � J a g ° LJJ d --- -- ° a. '. ° ., . 1 .61 7 0 I Uj m 6 ` INFILL SLAB w/ FIBERMESH @ 5 ° FO NDATION AND NEW FRAMING PLANm/ J \ ° DTT2Z J 1 a S1.0 LBS/CU.YD. OF CONCRETE OR x6 . I SCA E: 1/4 = 1'-0" W Q w I W1.4xW1.4 WWF ON CONCRETE �" 1 NEW 1. TIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE N 1. ° .. BONDING AGENT I OPENING w LD I a4 ° I STRAP HEADER FOU DATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, J aL ° 1 �`' STEPHEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR z o 1 SA GUT4 °I 4 I N PER 5/S1.0 NEW 2x8 SYP#2 ROOF RAFTERS FASTENED TO °. 4 ° ° ° 4° I REFERENCE ONLY. EA. EXISTING TRUSS WEB AND CHORDS Q Q S1.0 ° ° ° w/2—ROWS OF Bd%3" GUN NAILS @ 6" O.C. J �? i ; °- ° ° ° ° ° I N 2. �TGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. o �° ° 4. ° ° ° ° I N DTT2Z Uj I 6 _ Z ° °^ � a e ° I ° S1.0 ° 3/4" FLOOR SHEATHING FASTEN w/ 1 8dx3"� 6"O.C. FIELD AND 6" O.C. EDGE U ® x ( II EX1S°TING BEAM a. 4 °' ° cD ; TCS RENJ�'IN ° �° ° x ° ° 4 4 4 I EXISTING ON LOAD AFTER TRUSS REPAIRS HAVE BEEN MADE N , ' �° 4 ° ° � a ° ° ° � a I BEA ALL MAY 3 » a ° a ° I a ° ° /4 PLYWOOD GUSSET INSTALLED EAS CONTRACTOR MAY REMOVE THIS WEB I B REMO D �J,Q� WITH CONSTRUCTION ADHESIVE 4 ° ° 4 a I 2 AND FASTENED w/ 2—ROWS OF 8dx2 @ 6 O.C. STAGGERED FROM OPP. FULL HEIGHT 2x4 SYP#2 SCRIBE HTT5 AT EXISTING ° . ° ° Sl'0 l SIDES AT ALL WEBS AND CHORDS I �` VERTICAL/DIAGONAL/HORIZONTAL. GARAGE HEADER - I I FASTEN EACH END w/ 2-8d TOENAILS JACK/KINGS ...................:� 1 3 CONTRACTOR VERIFY OPENING IS NOT I• I ENLARGED. IF NOT HE MAY REUSE I I .I — ALL EXISTING TRUSS EXISTING HEADER, JACKS AND KIN PLYWOOD_,, WEBS AND CHORDS STUDS. INFILL AS NEEDED SPLICE — SHALL REMAIN AS IS ALL EXISTING TRUSS WEBS NOTED FOUNDATION OTHERWISE FOUNDATION AND CHORDS SHALL I I •I NEW NEW REMAIN AS IS UNLESS a A OTHERWISE NOTED AC LIJ I /UNIT �. FRAMING -� .---. PLAN & FULL HEIGHT 2x4 SYP#2 SCRIBE SIMPSON H2.5T EA. CONTRACTOR SHALL VERIFY TRUSS BEARS DETAILS ,! 2._6�� TRUSS AND RAFTER DIRECTLY ON EXISTING WALL. ADD SHIMS VERTICAL/HORIZONTAL. FASTEN SIMPSON H2.5T @ 16" O.C. AS NEEDED EACH END w/ 2-8d TOENAILS DO NOT SCALE DIMENSIONS FROM NEW 2x8 SPF#2 SISTERED TO EXISTING THESEDRAWINGS.IFADIMENSIONIS UNCLEAR REFER TO THE BOTTOM CHORD w/ 8dx3"@ 6" O.C. ARCHITECTURAL DRAWINGS OR NEW BEARING WALL, CONTRACTOR VERIFY „ " a CONTACT THE E.O.R. EXISTING STUDS ARE 2x4 SPF#2 @ 16" O.C. SIMPSON Y x6 TITEN HD @ 24 STAGGERED O.C.,(LTT20B CAN TAKE THE PLAN NAME PLACE OF TITEN Hp) ADD 7/6" OSB WALL SHEATHING GRAMLING RESIDENCE DESIGN/DRAWN/CHECKED SIMPSON H3 DRILL 4" AND EPDXY 1—#3x16" Cs JMD LAP @ 16" O.C. HORIZONTAL DOWEL BARS @ 24" NEW BEARING WALL, CONTRACTOR VERIFY — O.C. (TYPICAL) EXISTING STUDS ARE 2x4 SPF#2 @ 16" O.C. DATE 05.04.17 CONTROL NO. EXISTING SLAB ON a , EXISTING SLAB ON N/A GRADE, SEE PLAN. ' / GRADE, SEE PLAN. OFFICE COPY , m TRUSS ID. NO FOUNDATION _ 16" REPAIR IS NEEDED 2—#5 CONT. 2—ROWS y4"x4" TAPCONS LPA No. BELOW THIS WALL REVISION BEET-17-00465 EPAIR FOR NEW AC PLATFORM IN ATTIC ® 12" O.C. STAGGERED BP,# � R — 360-8' SHEET S o CALE: 3/4"=1'-0" DATE�,5„/ SIGNED m S2.0 I SHEET 2 OF 2 C I