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2020 Vela Norte Cir RESA19-0007 AdditionMLVIJIVIVJ b T (o cD wW o¢ z0 I-� Q Za 00 oa J O ZH W (. Lu J W uj Z o mZo M 2>x W w Lu W 2 O a~� J 0 x ¢ ¢ u �4 T� W r � T CUSTOMER HAUSER RESIDENCE ADDRESS 2020 VELA NORTE CIR ATLANTIC BEACH, FL DESIGNED ANGEL E. GUERRERO DATE 03.05.19 SCALE 1/412— 1'-0" A-0 SHEET 1-4 TIMBERLINE CONSTRUCTION LLC Certified Contractor # CBC1251716 ELECTRICAL NOTES 1) ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAL/ BUILDING CODES, ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND THE BUILDER IN THE FIELD. 2) ALL SHALL HAVE AFCI CIRCUITS & TAMPER PROOF RECP. 3) INSTALL WATER PROOF FIXTURES AS REQUIRED. 4) PROVIDE AND INSTALL ARC FAULT RECEPTACLES IN ALL SLEEPING AREAS AS REQUIRED BY F.B.C. 5) ALL ELECTRICAL PLUGS TO BE 9" TO TOP FROM FLOOR IN ROOMS WITH WALL MOULDINGS. 6) PROVIDE SMOKE DETECTORS IN EVERY ROOM AND HAVE TO BE WIRED AND INTERCONNECTED. 7) SEE ELECTRICAL PLAN FOR ALL OUTLETS AND SWITVHES NEEDS TO BE REMAIN. 8) ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. UNLESS OTHERWISE NOTED. 9) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 80 OF NEPA 70A. 10) ELECTRICAL DESIGN SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE WITH ANY APPLICABLE LOCAL CODES, RULES & ORDINANCES. 11) ALL SHALL HAVE AFCI CIRCUITS & TAMPER PROOF RECP. ELECTRIC LEGEND 0 110 CONVENIENCE OUTLET �GFCI 110 C.O. GROUND FAULT INTERRUTER WP 110 WATERPROOF SINGLE POLE SWITCH $3 THREE—WAY SWITCH CEILING FAN WITH LIGHT 0 CEILING MOUNTED LIGHT FIXTURE (EG LITE, HEATER AND FAN. WALL—MOUNTED LIGHT FLOOD LIGHT REMOVE EXISTING OUTLETS OR ANY ELECTRICAL CONNECTION FOR PROPOSED NEW ROOM ADDITION EXISTING PARTIAL VIEW OF 1ST FLOOR PLAN SCALE: 1/4 1'-0" NEW ADDITION EXISTING MATCH EXISTING HOUSE NEW ADDITION I EXISTING MATCH EXISTING HOUSE ELECTRICAL PLAN SCALE: 1/4" — 1'-0" 0 O i N 1 I EX d - C) 0 I NEW ADDITION EXISTING MATCH EXISTING HOUSE NEW ADDITION EXISTING MATCH EXISTING HOUSE NEW ADDITION EXISTING MATCH EXISTING HOUSE PARTIAL VIEW OF PROPOSED IST FLOOR PLAN SCALE: 1/4" — 1'-0" NEW ADDITION I EXISTING MATCH EXISTING HOUSE ROFF PLAN SCALE: 1/4" = 1'-0" 1) ALL EXTERIOR WALLS ARE 2x4 EXCEPT AS NOTED, 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. 3) ALL WALL THICKNESSES ARE NOMINAL 2x4=4" 2x6=6" 2x8=8",ETC. 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. 6) DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD MODIFICATIONS AND ADJUSTMENTS. 1 7) ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED. 8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. 9) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY. 10) FOR FLASHING DETAILS INSTALLATION SEE A-3 11) EXTERIOR WOOD WILL BE PRESSURE TREATED. 12) DOORS AND WINDOWS INSTALLATION SEE DETAIL A-3 13) FOR DOOR AND WINDOW SCHEDULE SEE A-0 14) DOORS AND WINDOW WILL BE ADDED AS NOTED, NEW OPENINGS WILL BE PLACE AS NOTED. 15) THIS IS A CONCEPTUAL ARCHITECTURAL DRAWINGS AND THIS DESIGN NEEDS ENGINEERING PLANS. GENERAL ROOF NOTES. (1) FASCIA: SQUARE CUT. (2) OVERHANG: 1'-0" AND 1'-10" AS NOTED. (3) ROOF PITCH SEE ROOF PLAN. (4) ROOF FRAMING TO BE PRE—ENGINEERED WOOD TRUSSES SET @ 24" O.C. (5) ROOF FRAMING LUMBER TO BE #2 OR BETTER. (6) INDICATES DIRECTION OF ROOF SLOPE. (7) PROVIDE SCREENED VENTS @ EA. 3RD. JOIST SPACE @ ALL ATTICS EAVES. (8) PROVIDE SCREENED ROOF VENTS @ 10'-0" O.C. (9) USE 2" CCX PLY @ ALL EXPOSED EAVES. (10) USE 300# COMPOSITION SHINGLES OVER 15# FELT. (11) ROOFING: FIBERGLASS SHINGLES. (12) SHEATHING: 7/16" OSB. (13) FELT: 15 Ib. (14) EXISTING ROOF PLAN AND TRUSSES REMAIN THE SAME. (15) DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD MODIFICATIONS AND ADJUSTMENTS. (16) TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 206 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 0.69 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. KtVIJIUIVJ by ww 0 06 U Z (� Z W Z a ., aJ Fn o ww oa J Z_ z� W a_j w� Lu �►��r� O ►�-� w M w U) Q W w l- n (D w = \.J Z a..w_j 0Q¢ W V W W V1 CUSTOMER HAUSER RESIDENCE ADDRESS 2020 VELA NORTE CIR ATLANTIC BEACH, FL DESIGNED ANGEL E. GUERRERO DATE 03.05.19 SCALE 1/4" — V — 0" A-1 TIMBERLINE CONSTRUCTION LLC Certified Contractor # CBC1251716 EXISTING NEW HOUSE ADDITION WALL REAR ELEVATION SCALE: 1/4" = 1'-0" EXISTING NEW HOUSE ADDITION rvicT,�in nnrr JRAL ;TYP). 4" CORNER TRIM (TYP). MATCH WITH XISTING SIDING (TYP). ----- 0'_0" F.F TURAL (TYP). _ - - 10'-0" PL HT. 0'-0 F.F -OR FOUNDATION NFORMATION SEE STRUCTURAL PLANS. BUILDING SECTION SCALE: 1/4" = 1'-0" NOTES: 1.DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD MODIFICATIONS AND ADJUSTMENTS. 2.ARCHITECTURAL SHINGLES (30 YES 3.FOR FLASHING AND WINDOW INSTAI SEE DETAIL ON SHEET A--3. 4.MATCH WITH EXISTING SIDING. --14'-7" PL HT. IZFI ----- -.___ zet 10'-0" PL HT. ----- -- 4' CORNER TRIM (TYP). MATCH WITH EXISTING SIDIN (TYP). WALL v R GH T ELEVATION SCALE: 1/4p = 1'-0" EXISTING ROOF AND ARCHITECTURAL SHINGLES (TYP). ARCHITECTURAL SHINGLES (TYP) 14'-7" PL HT. r�----------__ ARC SHIM Z�t10'-0" PL HT. - --------- 4" CORNER TRIM (TYP). MATCH WITH EXISTING SIDIN (TYP). 0'-0" F.F NEW EXISTING ADDITION HOUSE WALL FRONT ELEVATION SCALE: 1/4" - 1'-0" A-2 SCALE: 1 /2 = 1'-0" (1) HOUR RATED WALL UL RATED 0356 NLVIJIUIVS ENG. ROOF TRUSS INSULATION BAFFLE OWENS CORNING CLASSIC AR FIBERGLASS �d W w SHINGLES 30# FELT FASTENED PER FBC 1507.3.8 R-38 INSULATION FLASHING PER FBC P OF 1507.3.9 ATE SEE THREADED ROD FROM DOR PLAN 4" CONCRETE SLAB w / GYPSUM TOP PLATE CEILING BOARD 4" GALV. DRIP EDGE FASTENED PER FBC 1507.3.9.3 '/2" GYPSUM ENGINEERING DWGS) WALLBOARD 1 x 2 FURRING STRIP SEE ROOF 6 MIL VAPOR BARRIER. PLAN SUB -FASCIA CONTINUOUS VENTED rr ►►--�� d- = 0 \.J w _j SOFFIT TO MATCH FLOOR WITH EXISTING. FINISHED GRADE 7/16" O.S.B. WALL SHEATHING HARDI BOARD TYVEK HOUSE WRAP OR SIMILAR A-2 SCALE: 1 /2 = 1'-0" (1) HOUR RATED WALL UL RATED 0356 NLVIJIUIVS 2x4 STUD WALL VAPOR BARRIER. 0 16" O.C. SEALED AT TOP & �d W w BOTTOM PLATES. oa R-11 U z° Q� INSULATION (DO THREADED ROD FROM 4" CONCRETE SLAB w / TOP PLATE O Z Z a. FIBERMESH TO SLAB (SEE 0 1.5 LBS/CU.YD. OF V O ENGINEERING DWGS) CONCRETE ON zXU) 6 MIL VAPOR BARRIER. Q W =wl`n- n Ow= FINISHED rr ►►--�� d- = 0 \.J w _j FLOOR '' f FINISHED GRADE W MONOLITHIC FTG. W/ (3)-#5 RODS \� \ FOR FOUNDATION, DETAILS W CONT. AROUND PERIMETER 1,_4„ AND INFORMATION BEND OUTSIDE REINFORCED SEE STRUCTURAL PLAN. TYPICAL 1 STORY WALL SECTION W A-2 SCALE: 1 /2 = 1'-0" (1) HOUR RATED WALL UL RATED 0356 NLVIJIUIVS by �d W w oa U z° Q� O Z W Z (DO o a J O Z Z a. w a J w w V O w>> W M U- 1=Zn w zXU) Q W =wl`n- n Ow= rr ►►--�� d- = 0 \.J w _j a. a1 O<< W W W V 1 CUSTOMER HAUSER RESIDENCE ADDRESS 2020 VELA NORTE CIR ATLANTIC BEACH, FL DESIGNED ANGEL E. GUERRERO DATE 03.05.19 SCALE 1/41) - 1'-0" A-2 rctvl-,)lvlv� t3Y W W Q Q zO Q U Z W a w� o a. J � � O z� a U J W J O W W i ►-� w N w ul � Z V =W � Q w = �I O1 OW_� W W rr�^^ V 1 W CUSTOMER HAUSER RESIDENCE ADDRESS 2020 VELA NORTE CIR ATLANTIC. BEACH, FL DESIGNED ANGEL E. GUERRERO DATE 03.05.19 SCALE 1/4$1 — 1'-0" y� WRAP WRB INTO OPENING WINDOW INSTALLATION (METHOD A-1 (ASTM E 2112-01) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 1 2 3 FLASHING. APPLIED OVER THE FACE OF THE MOUNTING FLANGE. .� 13� - —•- WRB � --- O SEAL THE WINDOW FRAME TO Opp�yBCON TSEAI GO THE MOUNTING _ STEPS- OPENING. APPLY A its" NOM. O IN WATER SHEDDING FASHION, � DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND STARTING AT THE BASE OF WEATHER RESISTANT (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW. EXTEND /® � THE WALL &WORKING TOWARDS FLANGE, IN UNE HATH ANY SEALANT AT JAMBS 8 Y2" ABOVE / THE TOP, INSTALL THE WRB BARRIER (W. R. B.) PRE -PUNCHED HOLES OR SLOTS. THE R.O. AT HEAD. EMBED JAMB I TO THE FACE OF THE FLASHING INTO SEALANT AND / SHEATHING. FASTEN IN PLACE. FLASHING I O APPLY SIL -17 L FLASHING 2 X WALL PER PLAN SEALANT GOES OVER SEALAN (SECURE WRB AT BACK OF WINDOW / AT HEAD FLANGE &SET WINDOW USING _ _ PAN HEAD SCREWS TO MATCH WITH 7 ASHINCArHEAD /16" APA RATED SHEATHING EXISTING SIDING FL \ FACILITATE INSPECTION. SEE STRUCTURAL ENGINEERING 8 ®APPLY BEAD of SEALANT AT EXTENDS 1' BEYOND SIDE JAMBS. EXTEND 8 OVER 7/16" OSB JAMB FLASHING. APPLY JAMB FLASHING _ WRB (T HEAD FLASHING ©APPLY BEAD OF SEALANT TYVEK HOUSE REMOVE BOTTOM MODIFIED "I" TEMPORARLY TAPE UP TOP FLAP EMBED BOTTOM OF THE AT HEAD HEAD FLASHING AGAINST EXTERIOR SHEATHING TO BE INSTALL VULKUM AT THRESHHOLD / (7 APPLY HEAD FLASHING / THE PREVIOUSLY APPLIED FLUSH WITH THE EDGE OF THE WRAP OR SIMILAR WRB FLAP CUTIN WRB PER MFR. INSTRUCTIONS. SEALANT / I SEALANT (FLASHING GOES ®REMOVE PREVIOUSLY APPLIED )C FOUNDATION, 1/4" GAP BETWEEN INSTALL DOOR, SHIM DOOR TO LEVEL, 5 OVER SEALANT). EXTEND TAPE, ALLOWING WRB TO LAY HEAD FLASHING BEYOND FLAT OVER HEAD FLASHING. FOUNDATION AND SHEATHING PLUMB AND SQUARE DOOR IN OPENING. I EACH JAMB FLASHING. APPLY NEW SHEATHING TAPE FASTEN IN PLACE OVER DIAGONAL CUT -SEE DIAGRAM. � SILL PLATE FOUNDATION WEEP SCREED NOTE: STEPS 4 AND 6 ARE O / A NOT REQUIRED WHEN USING 4 5 6 W/ SPRING FLANGE ' WRB WRB SELF -ADHERING TYPE FLASHING �..'i.;:r,:;�` :'.'< .' .' :. '.. •.. '. •' WRB OEXTEND AMBSFLASHING A I I • -`- -_._�.:�:.�.sr.__y�-; . Z TO OVERLAP SILL 2 I I ' .� FLASHING. EXTEND JAMB FLASHING 8 ) OF WRO AT THE 1' ; I ABOVE ROUGH OI . •a, : • OPENING AT HEAD. SECTION A FIN. GRADE TUCK TOP of / THROUGH WINDOW JAMB JAMB FLASHING SEALANT � UNDER THE FLAP 1-111 LLL �' •'_ •'! —iLL�Lt HEAD. SEE DIAGRAM. d \ ill 111 SILL FLASHING I 1 SEALANT BEAD O \ BEHIND MOUNTING I I SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE � FLANGE. FOUNDATION PER i 8 PLUMB, AND LEVEL CONDITION. USE CORROSION — — '' ••' —III—I STRUCTURAL ENGINEER RESISTANT FASTENERS. FASTEN WINDOWS PER •• �.J.1 I WINDOW MANUFACTURER SPECIFICATIONS. .,r 1 WEATHER RESISTANT .111 =llj IF WRB WRB WRB � "` BARRIER (WRB)�-- "-111- ��-1111—III FOR DETAILS AT A 45 DEGREE ANGLE, CAREFULLY CUT THE � I / BARRIER ON A DIAGONAL GENTLY RAISE THE \ FLASHING SEE STRUCTURAL PLAN, APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL I TDP EDGE of THE BARRIER UP AND TAPE THE \ 1 OF DOOR FROM DOOR FRAME TO WRB, BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. TOP CORNERS AND CENTER TO THE EXTERIOR EALANT BEAD BETWEEN / WRB SURFACE ABOVE. FLASHING AND MOUNTING EXTENDING 8 1/2" ABOVE DOOR ROUGH INTERIOR OPENING. TOP IFLANGE. TCOVIEW OF WINDOW NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH 8c FLAT WITH A J—ROLLER. NOTE:. ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH 8c FLAT WITH A J—ROLLER. FOUNDATION WEEP SCREED SCALE: N.T.S. EXTERIOR DOOR FLASHING SCALE: N.T.S. WINDOW FLASHING "METHOD A-1" SCALE: N.T.S. SEE ELEV. f WEATHER RESISTANT BARRIER O.S.B. SHEATING PER I FIBERGLASS I W � OVERLAPS THE 5X5 FLASHING CODE SHINGLES 2 I �� � i MOISTURE BARRIER OR WEATHER PER SPEC. ' 5X I WRAP INSTALLATION PER CODE WINDOW TO BE SET IN SECONDARY WEATHER KICK -OUT CUT AND FOLD 5X5 FLASHING WRAP TO BE BRIGMFTAF DRIP EDGE wt=w RAM , HT. PER PLAN TO FORM KICK -OUT AS TO .SHED FRAMED ROUGH INSTALLED OVER WATER AWAY FROM THE: HOUSE. OPENING ENTIRE WINDOW 2X6 FASCIA W/ ALUMINUM WRAP WEATHER WRAP TAPE INSTALLED OVER FLANGE PER CODE WEATHER BARRIER AND OVERLAPPING \�� O.S.B. SHEATING PER SILL LUMBER OF FRAMED OPENING SEE HOLD BACK FASCIA CODE WEATHER BARRIER TO BE ELEV. INSTALLED PER .CODE OVERLAPPI G AND DRIP EDGE 2" WHEATHER WRAP TAPE ROUGH OPENING LUMBER WHERE FROM FACE OF WALL � INSTALLED PER CODE (ALSO HARDI BOARD NEEDED I FIBERGLASS SHINGLES NOTED ON WINDOW �+12" ? ir�GABLE END INATALLATION DETAIL) OVER 7/16" OSB ROUGH LUMBER PER. SPEC. I I TRUSS FORMING FRAMED OPENING HARDI BOARD OLBRG. HT. PER PLAN +p" OVER 7/16" OSB OUTSIDE FACE 5X5 FLASHING Op°Rp OF EXTERIOR +16"\-� / W/ KICK -OUT w�Npol \N'�R EN NG HEADER DETAIL WALL METAL DRIP EDGE — TO SHED WATER Rppr;N Op (VINYL/HARDIE LAP) O.S.B. SHEATING PER 2x6 FASCIA w/ 1'-4" 1'-4" 1'-4" GOOF WINDOW SILL DETAIL ALUMINUM WRAP (VINYL/HARDIE LAP) EXTERIOR FINISH 2 8' PER PLAN EXTERIOR FINISH PER PLAN WALE AND ROOF INTERSECTION FLASHING SCALE: U.S. GABLE HIP RETURN FLASHING SCALE: U.S. DOOR AND WINDOW INSTALLATION SCALE: N.T.S. �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� RIDGE FLASHING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 OR TYPE II, OR ASTM D 4869, TYPE I OR TYPE II. THE THE UNDERLAYMENT SHALL BE INSTALLED IN WATER 1/4" AND SHALL HAVE THE ENDS SEALED WITH UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION, SHEDING FASHION. THE LAST LAYER APPLIED AT CAULKING, COVERED WITH AN H -SECTION JOINT STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL. THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND COVER,. OR LOCATED OVER A STRIP OF FLASHING. 1 UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" AND BE LAP SIDING COURSES MAY BE INSTALLED WITH THE MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO FASTENER HEADS EXPOSED OR CONCEALED, MECHANICALLY FASTENED AT 36" O.C. MAXIMUM. THE OPPOSING SIDE OF THE ROOF., REPEAT ACCORDING TO APPROVED MANUFACTURER'S PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN 5 X 5 ANGLE FLASHING INSTALLATION INSTRUCTIONS. COMPLETED THERE WILL BE TWO LAYERS OF O 26 GA. GALVANIZED UNDERLAYMENT OVERLAPPING THE RIDGE. (NOT TO SCALE) 1 ROOF FLASHING SCALE: N.T.S. SHEET 4-4 — 1'-0" SHEET 4-4 DESIGN SPECIFICATIONS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL WORK CLASSIFICATION: ALTERNATE LEVEL II 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 ROOF LOADING (cd=1.25) 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 MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHAD_ BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL HE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN RI=BAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60, STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 INTERIOR WIND LOADING: ZONE (PSF) ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 10 MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF +18.2 -24.4 BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS +16.3 -17.9 OF ROOF TRUSSES SHALL BE REDUCED, SPECIFICALLY, ATTIC FLOOR 100 LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED +15.5 -19.0 BY 0.75 WHEN COMBINED w/ DEAD LOAD. A35 BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH 450 IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 10446.4 MEAN ROOF HEIGHT ----------------------- 15.0 FT FACE NAIL ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6/12 H2.5T BUILDING CATEGORY ----------------------- 11 520 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - B 11478.3 ENCLOSURE CLASSIFICATION -----------------ENCLOSED FACE NAIL INTERNAL PRESSURE COEFFICIENT -------------- ± .18 MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHAD_ BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL HE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN RI=BAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60, STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +18.2 -19.8 +18.2 -24.4 50 +16.3 -17.9 +16.3 -20.6 100 +15.5 -17.0 +15.5 -19.0 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER F;EDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. �a7� � iR cl) L a [NOT ACTUAL PLAN] a� DENOTES EDGE STRIP. SEE C & C CHART = ABOVE FOR 'a' DIMENSION SCOPE OF SERVICE 4-P MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEEF; ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND l'PLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING, ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/16", 24/16, APA 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 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH -MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY, CONCRETE SPECIFICATIONS: 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 2500 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI, GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF S ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 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 FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS, 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 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 PREVENTION OF 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 METHODS. 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 WEATHER 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. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS, CLAY 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 AND 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. SIMPSON CONNECTORS WOOD FASTENING SCHEDULE CONNECTOR UPLIFT __ FASTENERS FL# CODE MEMBERS CONNECTIONI TYPE PERP FASTENER SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. A35 450 450 12-8dx1 1/2 " 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS H8 620 530 5-10dx11/2" EA. END 11470.3 RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS 1-5/8"0 ROD TO FTG. RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS HTT5 5250 4670 32-16d TO TRUSS/BEAM 11496.2 JACK RAFTER TO HIP TOE NAIL (3-1Od) 4 -GUN NAILS 1-5/,"0 ROD TO FTG, ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS LUS28 930 780 6-10d TO HEADER 10655.113 CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS HU410 905 785 14-16d TO HEADER 10531.36 STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" ABU44 2200 5/8 "0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS 3"x0.131 "0 = GUN NAILS 2"x0.113"b = RINK SHANK 2"x0.113"0 = 6d 21/2 "x0.131 "O = 8d 3"x0.148"0 = 10d 31/2 "x0.162"0 = 16d 11/2 "x0.148"O = 10dx11/2 " 11/2 ": 0.131 "O = 8dx1 1/2 " ABU66 2300 5/g"0 ROD w/ 12-16d 10849.6 SET N/A N/A SIMPSON EPDXY-TIEE1 11506.4 LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 11496.3 1 1- /2 "4 ROD TO FTG. LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 PLAN LEGEND AND ABBREVIATIONS INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL GABLE X -BRACE (2)2X8-1/2 HEADER SIZE, AND KING STUDQUANTITY. LG - DESIGNATES SHEARWALL. THE - HIDDEN LINE DESIGNATES SIDE OF __ WALL THE SHEARWALL SHEATHING SW 3"/6" OSB TO BE APPLIED. 8d @ 3/6 PERP - Perpendicular DESIGNATES 8d COMMONS @ 3" PSF - O.C. EDGE & 6" O.C. "IN THE PSI - FIELD" ADJ - ADJACENT BM - BEAM BOT - BOTTOM BRG - BEARING CMU - CONCRETE MASONRY UNIT DBL - DOUBLE DIA - DIAMETER EA - EACH EE - EACH END EOR - ENGINEER OF RECORD EQ - EQUAL EXT - EXTERIOR FBC - FLORIDA BUILDING CODE FDN - FOUNDATION FT - FOOT FTG - FOOTING HDR - HEADER HORIZ - HORIZONTAL LBS - POUNDS (2)2X8-1/2 HEADER SIZE, AND KING STUDQUANTITY. LG - Long MANUF - Manufacture MONO - Monolithic OC - On Center OSB - Oriented Strand Board PERP - Perpendicular PRE ENG - Pre Engineered PSF - Pounds per Square Foot PSI - Pounds per Square Inch PT - PRESSURE TREATED QT - Quick Tie REINF - Reinforce SF - Square Foot SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP - Typical UON - Unless Otherwise Noted VERT - Vertical WWF - Welded Wire Fabric ,t 1 J � � Z o p JL -Li. O U W E--- WLn= U I W QUW Ln U Q N p mQw_m Z LLI < D-Qm �Lf, ��zUoQ0@) Ln L1J N = U OQ�1ER J. S 05�•• �� C E NSF• BOG'S * 14 1 * =_ .d •: S OF n` .�• °s��• .ZOR10. 03.22.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME HALISER ADDITION SSE No. TC -19-0083 ISSUE DATE PERMIT 03.22.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R DESIGN CRITERIA AND GENERAL NOTES SHEET SO.0 SHEET 1 OF 5 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. Z SLAB ON GRADE, Z X00 d 4 Q J 1 SEE PLAN. � 4 1 XA 0-0 Z ��\ 4< . ,�r�� . ALT. FOOTING AT \��� BUILDERS DISCRETION. #3 @ 48" 0. C. OR ROD CHAIRS (TYP.) 12" 1 -STORY, w/(2)#4 CONT. MONOLITHIC EDGE FOOTING SCALE: 3/4" = 1'-0" 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL SCALE: 3/4" = 1'-0" 4" COI\ FIBERM OF Cor WWF 01 IN PRE FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. DRILL 4" AND EPDXY 1-#3x24" HORIZONTAL DOWEL BARS 24" O.C. (TYP) 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. w Mo Q Q d- o \ CLEAN COMPACTED FI LL SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE — DESIGNATES SAWCUT LINE 2/Ll Z INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS i BEAM OR TRUSS, SEE PLAN CONTRACTOR VERIFY EXISTING FOUNDATION IS MONOLITHIC, CONTACT EOR IF OTHER CONDITIONS EXIST SLAB ON GRADE, SEE PLAN. NEW SLAB JOINING EXISTING MONOLITHIC INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND AIRY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, J (D :i z � J o O MJ LLIn WF-.WW Ln L)L w (\j U Q N 0 QUzm<W_m w cc) < < fn�z�oQrnL Vi W N z U --w--a-wak I 03.22.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME HAUSER ADDITION SSE No. TC -19-0083 ISSUE DATE PERMIT 03.22.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION a FRAMING PLAN SH EET SLO gHFFT 0 r1F F 2x6 SPF#2 WALL STRAP HEADER WITH 1—MSTA24 EACH END 2x6 SPF#2 WALL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" x10 SYP#2 ROOF RAFTER ©2z STEN TO LEDGER w/LUS28, F TO BEARING WITI TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES I. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5 UPLIFT STRAP UNLESS OTHERWISE NOTED ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" L SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ 8 DESIGNATES 8d COMMONS 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 THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 3/S2.1 5/a A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 3/S2.1 ® SIMPSON DTT2Z SEE DETAIL 2/S2.1 SIMPSON LTT208 SEE DETAIL 2/S2.1 ® SIMPSON HTT5 SEE DETAIL 2/S2.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING ©12" O.C. or EXTERIOR MAX" 2x4 SPF#2 © 16" O.C. 13'_6„ 2 x 8 EXTERIOR 10'-1 2x6 SPF#2 @ 16" 0,C. or >, MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 Q 16" O.C. INTERIOR MAX 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. MAX 2x4 SPF#2 @ 12" O.C. 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 Q 16" O.C. MINIMUM. GENERAL NOTES 1. SEE DETAIL 2/S2.0 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 4/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 RAFTER SPAN TABLE ROOF RAFTER MAXIMUM SPAN WALL (SYP #2) HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF ©24" O.C. @16" O.C. ©12" O.C. STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY 2 x 6 9'-6" 11'-8" 13'_6„ 2 x 8 12'-1" 14'-9" 17 —1 >, 2 x 10 14'-4" 17'-6" 20'-3" ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY 2 x 12 16'-10" 20'-8" 23'-10" NOTES: 1. ALL RAFTERS SHALL BE SYP#2 BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 2. SIZES NOTED ON PLAN SHALL SUPERSEDE THIS TABLE 3. STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE S101 NOTED. STRAP w/ (2)12d TOE NAILS CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WOOD WALLS 4. PAIR ALL ROOF RAFTERS WITH CEILING SHEET 3 of 5 JOISTS, (EXCEPT AT VAULTED CEILINGS) 5. PROVIDE BLOCKING BETWEEN ALL RAFTERS THAT LAND ON EXTERIOR WALL 6. FASTEN RAFTERS TO RIDGE/HIPS w/ 6-0.131x3" TOENAILS UNLESS OTHERWISE NOTED. J J _ U z O�LLJNm=r-z ��- -zNUUInLu Q U m Q W N m WCD Q zL)oQrn n LLJ CV = U 03.22.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME HAUSER ADDITION SSE No. TC -19-0083 ISSUE DATE PERMIT 03.22.19 REVISIONS DATE 0 LL ZZ U LL w� uj ~ U ZF-�Q Z0 Om w Q Q U JpjZ � O J ~ O Q �11711 N FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS WALL HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR AND STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR ROOF SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/ORFRAMING DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS ,SND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY PLAN DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING S101 CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SHEET 3 of 5 SYP#2 DBL. TOP PLATE I I I I I ---F i I i I I I SEE 1 /S2.0 BLOCKING AT ALL SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS WALL AND SHEARWALLS SHEATHING - `SEE S1.0 ---1__-- I I I I I I I I I I I I L ------------- SINGLE ------------SINGLE STORY TYP. WALL SECTIONS SCALE: 3/4" = 1'-0" LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS TYPICAL WALL FRAMING NOTES: 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 TOP 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 j WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS 2x4 BLOCKING @24" O.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 OF O � CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS �-oSCALE: 3/4" = 1'-0 BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED . (UNBLOCKED) PANEL EDGE (T (PICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON)----- RATED SHEATHING, SEE GENERAL NOTES SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" STUDS, ROOF TRUSSES, OR FLOOR JOISTS FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. 0.131x3" TOE NAILS: (3) @ 2x4, TYPICAL HEADER NAILING 2x6, (5) @ 2x8. EA. SIDE. 0.131X3" TOE NAILS PT. SPF#2 SOLE PLATE 1/2 2X6, 2x8 = (5) NAILS 2x2x'/8 " EA. SIDE. TYPICAL STUD NAILING: MASA 3—PLY 2x10, 2x12 = (7) NAILS THAN 14" BEAM N/A (1)A35 + (4)12d TOE NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS (3) @ 2x6, (4) © 2x8. SYP#2 DBL. FULL HEIGHT ANCHOR 6� MAX, TOP PLATE EITHER SIDE OF PLATE HEIGHT CHANGE 2x—BLOCKING ONLY RAISED REQUIRED IF SHEARWALL HEADER SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. EA. SIDE. 40" PT. SPF#2 SOLE PLATE I WALL FRAMING AT PLATE CHANGE CONDITION TYP. WALL SECTIONS SCALE: 3/4" = 1'-0 /„ 2 -2x4 MEMBERS: (1) ROW OF 1 Od NAILS @ 4" O.C. 2x6 MEMBERS: (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST (3) ROW OF 1 O (3)ROWTROUSSLOK NAILS @ 8" O.C. 0° STAGGERED ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 5/S0.1 FOR SILL SIZE AND CONNECTION EACH END TYPICAL DOUBLE TOP PLATE SPLICE 4'-0" MIN. SPLICE LENGT w/ (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN _ FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION CL (3) ROWS 12d N SHEARWALLS SPACING AT 12" O.C. EMBEDMENT DEPTH EDGE DISTANCE EA. SIDE. 40" 2—PLY CI - (4) ROWS 12d 1 3/4" 1/2 AT 12" O.C. 24" 2x2x'/8 " EA. SIDE. 1 3/4" MASA 3—PLY 24" LESS THAN 14" BEAM TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED 4'-0" MIN. DROPPED HEADER SYP#2 HEADER, FULL HEIGHT PER PLANS ANCHOR, SEE PLAN FOR SIZE AND LOCATION (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN 4—PLY 11 3—PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2x8 POST 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT UP MEMBER FASTENING SCALE: 3/4" = 1'-0" WINDOW SILL SEE SCHEDULE 5/S2.0 FOR SILL SIZE AND CONNECTION EACH END 8 1 1/2-�— MAX.—IIMIN. WALL FRAMING AT FROM SOLE DROPPED HEADER CONDITION PLATE BREAK KING & JACK STUDS SEE PLAN SYP#2 HEADER, PER PLAN OPENING END II— FASTENER HEAD OR SILL - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING— WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND — KING STUDS, SEE PLAN SOLE PLATE ANCHOR: SEE SCHEDULE (2)12d TOE NAILS E.E. (MIN) 2x— SPF T&B w/ 12d @ 8" O.C. (TYP) SHEATHING ,w CONT. AT U) Q GIRT/VERT JOINT. 2x SPF RIPPED TO FIT ARCH. DEPTH REQ'D. SECTION A -A WINDOW HEAD AND SILL FRAMING SCALE: 3/4" = 1'-0" AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/8 " 3'/2 " 1 3/4" 1/2 48" 24" 2x2x'/8 " 31/2 " 1 3/4" MASA 48" 24" N/A N/A N/A 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 < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. (6)12d TOE NAILS TOP & BOT. A4 KING & JACKS-- PER PLAN A SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING ,•Z_'' 0 0 m �[—i LL Ln 0 Wln=vinw W N U Q N p QU mQW -m Z WmI�Q ��Z <MLn U W N 03.22.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME HAUSER ADDITION SSE No. TC -19-0083 ISSUE DATE PERMIT 03.22.19 REVISIONS DATE 0 LL ZZ � LL W W0�U C7p�Zm W > Z � O J � N F FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL WOOD FRAME DETAILS SHEET S2.0 SHEET 4 of 5 EXISTING TRUSS SYSTEM Y4" x6" SD' SCREW @16"O.0 TYPICAL ROOF FRAMING DETAIL SUALL: 5/4 = 1 -U I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONVENTIONALLY STRAP CONVENTIONALLY STRAP WHERE ANCHOR IS SPECIFIED ON WHERE MAX. ANCHOR WHERE MAX. ANCHORPLAN ADJ. TO GIRDER/BEAM SPACING IS EXCEEDED SPACING IS EXCEEDED LOCATE ANCHOR WITHIN 6" OF POST. I I I I II I I I I I I I II I I I I I I I I I I I I I POST PER i I I I I I PLAN I I i I I MAXIMUM SPACING SEE THREADED ROD I I I SPECIFICATIONS ON I I I I SOLID BLOCKING I PLAN I I I I I WITHIN FLOOR i I I i t I TYP I I I II �) I I I IFLOORI RU�S OR JOIST I I I I I -x—---i--��-+-------r------r (TYP) I I I I I I I1 I I I II I I I I II I I I I POST TO MATCH i II I POST ABOVE I II I I I I II I I I II I I i I I I I I I I I I INSTALL 1 -STORY THREADED RODS 6"MAX. FROM WHERE 2 -STORY RODS CANNOT BE INSTALLED KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE w/ NUT AND WASHER SOLE: PLATE ANCHORS PER SCHEDULE ON PLAN. SEE TABLE AT RIGHT FOR EPDXY EMBEDMENT AND EDGE DISTANCE. ,CKING aL WALL 'IG SEE _ 1 /S2_.0 WASHER 0 "0000� D6UBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) FULL HEIGHT THREADED ROD - SEE PLAN UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FOUNDATION, PER PLAN. I EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS KAIn1 ? PLY HTT5 or HDU5 EADED OXIED 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 SIMPSON DTT2Z W/8— Y4"x1Y2" SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR Y2x6" TITEN HD HOLD DOWN ATTACHMENT DETAIL D, PLANI v i I A I (t v , WALL STUD OR POST. AT SILL PLATE DOUBLE FULL HT. TOP PLATE. ANCHOR ELEVATION FULL HT. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED PERMIT © OD OE OO ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 0 1/2 )I J 2x2x'/8 „ 4„ 4„ 2" 3„ 1/2 5/80 9/16 „0 3x3x1/4 „ 6„ 6" 2Y2" 3„ 5/8 3Y40 3/,"o 3x3x'/4 " 10„ 10„ 2Y2„ 3" MONO STEM MONO STEM THREADED ROD INSTALLATION CHART LTT20B 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 SIMPSON LTT20B Y2" THREADED ROD EPDXIED 4 MIN OR Y2x6" TITEN HD FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3/"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% Y8" 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 �/" 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 TO 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. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS IL2 0gz °> Joo m CO Lo W�.WN2U1 w W NU Q N I QU mQw-m _ � w m Q (n ce/. L) x o @5 �--Z o¢o� V) LL.I N = U �SS4 Sq�%,, N©.71461!- TE J w . � '�'S'001VA\_���,`\ 03.22.19 Christopher ) Sahourin PE FL PE#71461 PLAN NAME HAUSERADDITION SSE No. TC -19-0083 ISSUE DATE PERMIT 03.22.19 REVISIONS DATE FIELD ALTERATION CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WOOD FRAME DETAILS SHEET S2,1 SHEET 50F 5