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1600 Atlantic Beach Dr RES17-0154 new single family home (formerly 550 Atlantic Beach Dr)COMMUNITY DEVELOP R PR WE ® ■ NOTE: SLOPE COURTYARD TO BREEZEWAY OPENING FOR DRAINAGE. PROVIDE CATCH BASINS FOR ADDITIONAL DRAINAGE TO STREET. PROVIDE GUTTERS AND DOWNSPOUTS, CONNECT DOWNSPOUTS TO FIRES FOR DRAINAGE (TTOO,1//STREET. �l f/ f ENT ti "O r1 1 \ 0 0 P_.,_«._—e.._,.. I H � I I 1 H E 0 i + € ! 1 t ! t t ! f { t { i ! ! 1 H ! ! I 'CONSTRUCTION TOILET ,�......A,........�...........M1 I CONTRAC 1i l 1 h 14 Jr• -^---CONSTRUCTION f .' DUNPSTER iu 0 N archi UUP urA ,i PROPCgIMCOVERAGE LOT AREA : 50.464 S.F, BUILDING S.F.: 4,128 S.F. DRIVEWAY: 444 $,F. COURTYARD TERRACE: 480 S.F. FRONT WALKWAY. 94 S.F. SERVICE YARD(GRAVEL): 0 S.F. BREEZEWAY: 60$.F. BREEZEWAY, PAVERS 3SOS.F. TOTALINPERVIGUS:. &MS.F. 2QF COVERAGE. .$f% YIIIiMIIr�%pl� Nm DATE. REVISI.w rwii rnrn .ONii+nrr. Al I OW FC l�� i4ML-15 CHIP ■ y M t.Aj mp trwkq 4 arc M�kum+nt er wWu w4 ms We¢peky of KtNh E. NWiicon. 0 NYa1H . rw t earn m. w. or rna om.r: a sew r» nsuglere m m. rK. ro. orlon n r aPo- oaN� pwbNwlM� r4 aprMFw em7kW ka Jep Nc ad,_.xA FxYk i1Q¢ 1lWc �3q1 �: G�ek♦2 Y neavE eorioa+clwao� I X11 /W %. W�i�i�i 41 w® a� Z' T E -1 o LU 9.2 2 � 2 Cn W = . m u) 21 go C U Y H a m o > Uvd_ � 22 z�oo�$m Of R sN2�N I— Z d m W n o f m I c v 3 dE�Sss` O 14'9"12 5'2"4 —�— 13' `� 4'2" 4' 4'2" - 16' �— --� JOB: 342017A SIGNATURE �— �`T- T T LOC: 550 TIMBER BRIDGE LANE PLAN: TOUSEY RESID u C3 C3 �1° DESIGNER: RICHARD TINGLEY z" /F PITCH: VARIES - OVERHANG: OVERHANG: 24" CJ82 cJa2 —6, FLOOR SYTEM: 24" SYS42 WIND CODE: 130 MPH EXPOSURE B CLOSED cJa1 cJa1 w 14M 143 ALL TRUSS PLATES ARE ALPINE PLATES 44"8 6" ALPINE WAVE PLATE APPROVAL # 1999.3 2 .1 m y t�1 m ALPINE HS PLATE APPROVAL # 1999.2 U U U EJ68 CJ82 1� ENGINEER OF RECORD EJ70 I.�66 LUIS PONTIGO ED 496 OSCEOLAAVE cJe4=T cJe2 JACKSONVILLE, FL, 32250 CJ83 CJ8a "' U u> m n m CJ81 904-242-0908 w CJ83 U ° v LICENSE NUMBER: 53311 D22 O O 6' ENGINEER OF RECORD TO REVIEW Y Y ALL BEAM AND TRUSS ENGINEERING EJ59 EJ60 K47 AND SIZE FOOTERS, HEADERS, COLUMNS AND o� N m a CAPS WHERE NECESSARY. TRUSS FABRICATOR (� 021 [9 c7 w uli `ui w w w EJ57 WILL NOT BE RESPONSIBLE FOR s 24" OG za^oc REPAIRS RESULTING FROM ATRUSS OR Deo BEAM BEING INADEQUATELY SUPPORTED. DROPPED B M 19 yA c18 HANGERS ON JOB ARE AS FOLLOWS c ° a UNLESS NOTED OTHERWISE Q Hq7 1, 23'9"1! Q y4p APPLICATION PART # APPROVAL # mss, / y3s ry h 1 -PLY TRUSS HTU26 FL10655.8 >�6 FLOOR TRUSS THA426 FL10447.6 O / Yp / C17 / F2 / ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX / APPROVAL#FL15354 24 / oc BM -1 2-1.75" X 24" LVL 9' C16 rN 24"OC 2' 10-1-2 WALL HEIGHT r 6 ° c1s 15-1-2 WALL HEIGHT CJ8o CJ79 neavE eorioa+clwao� I X11 /W %. W�i�i�i 41 w® a� Z' T E -1 o LU 9.2 2 � 2 Cn W = . m u) 21 go C U Y H a m o > Uvd_ � 22 z�oo�$m Of R sN2�N I— Z d m W n o f m I c v 3 dE�Sss` O U? X90 Rg4 ov" N��oo J\ U' - - L-*7*-4Aq,-h 1715 ' w A / s/ JOB: 342017B SIGNATURE LOC: 550 TIMBER BRIDGE LANE PIAN: TOUSEY RESID DESIGNER: RICHARD TINGLEY PITCH: VARIES OVERHANG: 24" FLOOR SYTEM: 24" SYS42 WIND CODE: 130 MPH EXPOSURE B CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD LUIS PONTIGO 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 904-242-0908 LICENSE NUMBER: 53311 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1-PLYTRUSS HTU26 FL10655.8 SKEWED TRUSS SUL/R26 FL10655.35 22-3-0 WALL HEIGHT 29-3-12 WALL HEIGHT U) 0 06 0 N rn z Ug. E U) E M E c w W �2;;-.9 � 6@o a� aQ m m d 5 w �n oa -on E Ude _- °o Lu 0 6 0 d �y�Lo�� Q_ a�`o LUMBER UNLIMITED RI('HARD TINGLEY 8/3/2017 12:13 PM 2175 W1 8TH ST JACKSONVILLE FL 32209 9()4-356-5440 Version: 17.0.9.0 Doma SizerTM 0 2011-2017 BlueLinx Corporation Project: 342017 - 550 TIMBER BRIDGE LANE MemberlD: BM -1- Floor Beam Usage: BEAM Max Deflection: LL = U360 TL = U240 3 1/2" 3 1/2" 1000psi 1 1000 � 8 1/2" (7' 5" Clear) I P LOADS Project Design Loads'.- Floor: Live -40.0 psf, Dead= 10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried (psf) 50.0 40.0 100% 0 0 T8 1/2" a s,c. + Wall(plf) 138.0 0 0' T8 1/2" 2 Span Carried (psf) 37.0 20.0 125% 0 0' T8 1/2" 16' s.c. (Slope: 0.0/12) Uniform (plf) 22.16 0 0' T8 1/2" Self Weight If "Applied To" is blank, all plies are assumed to be loaded equally. *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 2625 2625 Max 100% 694 694 Max 125% 617 617 Min Reaction 1315 1315 Min 100% 694 694 Min 1250/a 617 617 DL Reaction 1315 1315 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress (psi) 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 890 1 7'6 3/4" 21 15960 100% 0.06 M(ft-lbs) 3871 1 3' 101/4" 21 75564 100% 0.05 LtRn(lbs) 2298 0 0' 71 9188 0.25 See Note 5 RtRn(lbs) 2298 0 T8 1/2" 71 9188 0.25 See Note 5 LLDefl(") 0.00 1 3' 101/4" 71 0.26 U36824 TLDefl(") 0.01 1 3' 101/4" 71 0.39 U15751 USE: onCENTER LVL 2.0E 13/4" x 24" 2 Plies onCENTERO LVL by BlueLinx Grade, Depth, Plies selected by user Connect plies together with 3 rows of 0.162" x 31/2" nails @ 12" o.c. (one row 2" from top, one row mid -depth, one row 2" from bottom). NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Analysis valid for dry -use only (less than 16% moisture content). 4. Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Reaction from 'Supports' section above. 6. Bearing length (Min Bearing) based on allowable stress of support material (Bearing Stress); support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This member has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10= D, 20= D + 100%, 30= D + 115%, 40= D + 125%, 50= D + 160%, 60= D + 0.75(100%+1156/6), 70= D + 0.75(100%+125%), 80= D + 0.75(100%+115%+160%), 90= D + 0.75(100%+125%+160%),100= 0.61) + 160%,110= D + Commercial (100°/6),120= D + 0.75(100%+160%) 11. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern =1 for LL, 0 for DL). DESIGN CODE: - - - - _----------- 2014 FLORIDA BUILDING CODE (RESIDENTIAL) DESIGN LOADS: _-- _---------- ACTUAL AND UNIFORM FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 (cd=1.25) ROOF LOADING: 20 psf TOP CHORD LIVE LOAD ---------------------- 20 psf (TILE) TOP CHORD DEAD LOAD --------------------- Pff BOTTOM CHORD LIVE LOAD -------------- -----= 5 - - - - - - - - p BOTTOM CHORD DEAD LOAD - - - - - FLOOR LOADING: (cd=1.00) LIVE LOAD (INTERIOR) ----------------------- 40 psf 40 psf LIVE LOAD (BALCONIES) - - - - - - - - - - - - - - - - - - - - - - 25 psf DEAD LOAD ------------------------------ - t .18 DEFLECTION CRITERIA: TRIBUTARY AREA (sf) ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 EDGE STRIP (PSF): FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX WIND LOADING-. (ASCE 7/10) +18.2 -19.8 BASIC WIND SPEED -------------------------- 130 MPH IMPORTANCE FACTOR 1.00 MEAN ROOF HEIGHT -------------------------28.0 FT ROOF PITCH ------------------------------ PER ARCH BUILDING CATEGORY - - - - - - - - - - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY ------------------------ B ENCLOSURE CLASSIFICATION -------------------- ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - - - - - - - t .18 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 GARAGE DOOR PRESSURES (PSF) 1 CAR 1/ TIMES THE THICKNESS OF THE SLAB WITHIN 12 GARAGE +16.3 DOOR _17.9(8,x7,) (8'x7') CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMUM 2 CAR SLAB CONSTRUCTION JOINTS SHALL BE USED IN P GARAGE +15.5 DOOR -17.0 (16'x7') DEPTH OF 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT • 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. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. . NI DESIGN OF WINDOWS/DOORS FASTENG TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THI=SE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. WHERE A DETAIL, TYPICAL DETAIL, �jECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICT LST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHCFOR AN FORMATION TOTTHEALE ARCHOITEC MFORIONS UIMENNOT S ONS SHOWN ON DRAWINGS. SEND WRITTEN REQUEST NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE EANDEC VILUDOCUMENAL DOCU ARCHSTECITH THE T/STRUCTURAL ARCHITECTURAL, MECHANICAL, ELECTRICAL, ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACOSHA SAFETY REGUOA TONSRY SFOROTSSEMP EMPLOYEES. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED RESPONSIBILITYIOF THE CONTRACTORTO KING SUCH NGE. THECHANGES CONDITION WITHOUT SHALL THE WRITTEN APPROVAL SHALL BE THE BE REPAIRED OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL TSISH ALL FOR INSTALLATIONYSTRUCTURES FOR OF MECHANICAL EQUIPMENT.CAL EQUIPMENT, HANGING DEVICES AND INSER FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING AND ROOF FRAMI[IG HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE SUPPORTS, HOIST BEAM SUPPORTS AND RAIL UCONTRACTOR 0 RT S BAS DSHOALL BERESPONSIBLEP CUT SEEETS PROVIDED DURING THE DESIGN PHASE FOR THIS PR FOR COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS FRAMING A REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL COST TO OWNER. GUARDRAILS AND HANDRAILS: SHALL BE DESIGNED PER 2006 INTERNATIONAL ORESIDE RESIDENTIAL NG DE, ABLE MANUFACTURER. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFOR ATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCH IT _CTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURA- ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM SLAB ONCRETE GRADE COVER SUPPORTFOR FORCING SHALL BE BARS AND CHAIRS.31N IN FOOTINGS AND MESH SHALL BE CENTERED IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 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 WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJI=CT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON IDLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TC BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. SEE TYPICAL FOOTING -TRENCH INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN REVISED. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINI-ER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WIFH ADJUSTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. CAST -IN-PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH AC 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS f'c = 3000 PSI UNLESS NOTED OTHERWISE. ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE, UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1" MAX. (SLAB -ON -GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. PROTECT FRESHLY POURED CONCRETE FROM PREMA -URE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM. THE CONCRETE SURFACE AFTER PLACING AND FINISHING. ALL CURING PROCEDURES TO FOLLOW ACI 308. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 1 -MOD OR AN APPROVED BONDING AGENT. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & PLACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES. ALL OPENINGS REQUIRED BY OTHER TRADES ARE T BE COORDINATED W/ARCH. & MECH. DWG`s,, AND ARE SUBJECT TO STRUCTURAL ENGINEERING APPROVAL. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDINATED WITH ARCHITECTURAL & MEP DRAWINGS AN ARE SUBJECT TO STRUCTURAL ENGINEER'S APPROVAL. ANY ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPEN NG DETAIL). DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NO-- LIMITED TO, HONEY -COMBING, SPALLS, AND CRACK WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINE BY THE STRUCTURAL ENGINEER. CONCRETE REINFORCING REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH ----------------- 3" 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - - - - 2" 3. WALLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/4" 4. COLUMNS/BEAMS--------------------------- 1 1/2" SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-05. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED @ SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS AND OTHER MEMBERS). PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. CONCRETE MASONRY: ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE 5-05/TMS 402-05 AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 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 N MORTAR MAY BE USED IN BRICK VENEER. JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A-82. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, _WHERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AID/OR WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE SHALL" BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH WYTHES) OR POST -INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE GENERAL NOTES. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. D SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING. S FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL D COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 EIARPOLOR FILL WITHVAPOR APPROVEDRETARDER CHEMWITH CAL OJOINTS TREATLAPPED MENT6FOR AND SEALED OVER CLEAN, COMPACTED PREVENTION OF SUBTERRANEAN TERMITES. C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF 1/ TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, UNL-SS NOTED OTHERWISE, SHALL BE 16'-0" (MAX.) IN AREA EACH DIRECTION. CONSTRUCTION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE 2 TO 1.. CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF SLAB CONSTRUCTION JOINTS SHALL BE USED IN P -ACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT CONSISTENT DEPTH OF 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT SHALL BE PROPERLY CHAIRED ABOVE GRADE. OVERLAP EACH REINFORCING SHEET TWO FULL PANELS AND TIE CROSS WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN FLAT SHEETS. REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. J PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED. z COLUMN BOX -OUTS SHALL BE USED TO ISOLATE AN ADEQUATE AREA AROUND COLUMN BASE PLATES OF TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. BOX -OUTS ARE TO BE CLEAN AND FREE CONCRETE. COLUMN BOX -OUTS ARE NOT REQUIRED DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: 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 SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING 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. TIMBER FRAMED BEARING WALL NOTES: 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP#2. 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. 3. STUD SIZE & GRADE PER STRUCTURAL PLANS. 4. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. 6. SPACE STUDS AT 24" O.C. IN NON -LOAD BEARING WALLS. 7. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. WOOD FRAMING SPECIFICATIONS: EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSONS" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENEPS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR A! --,EAS (AS REQUIRED BY BUILDING OFFICAL AND ARCHITECT). BOLTS (I'-_ APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THI- DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULLED TIGHT AND AGAIN CHECKE!= �,ND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE FOR BOLTED iE,!\DS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PF'OJECTiON WHERE NECESSARY. NICK THREADS TO PREVENT LOOSENING. COMMON' NAILS SHOULD BE USED WHEN NAILING IS SPECIFIED ON THESE PLANS (U.O.N.), SUCH AS AT SHEARWALLS AND DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE "BOX OR SIN. ;FR" TYPE. ALL ROUGH CARPENTRY WILL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH MEMBERS ,ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND ALL PERTINENT BUILDING CODES. THE SHIMMING OF SILLS, JOISTS SHORT STUDS, TRIMMERS, HEADERS OR OTHER FRAMIN( ` IEMBERS SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING OR THE MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER FOR EXCESS''`,"E WARP, TWIST, BOW OR CROOK, MILDEW, FUNGUS OR MOLD AS WELL AS FOR MPROP'E- GRADE MARKINGS, DEFECTS WHICH WILL RENDER A PIECE UNABLE TO SERVE ITS IN FE 11! ;ED FUNCTION SHALL BE DISCARDED. WHERE "LVL" MEMBERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE MANUFr`0-TURED BY TRUSS -JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. MEMBERS SHOWN ON THE PLANS AND SCHEDULES ARE DETERMINED FROM MANUFACTURER SUPPLIED INFORMATION AND SHOULD BE REVIEWED FOR COMPLIANCE BY THE MANUFACTURER'S CIVIL OR STRUCTURAL ENG NEER. LOADING INFORMATION MAY BE PROVIDED UPON REQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT "=PED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. METAL CONNECTORS AND FASTENERS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED 0185 (1.85 OZ/FT-2) OR BETTER. HANCE`' AND STRAPS INTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAIN -_SS STEEL. ALL r :POSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. ...... CZE PRESSURE TREATED LUMBER SHALL BE STAINLESS FASTENERS INTALLED INTO ACQ OR STEEL. SHEATHING SPECIFICATIONS: ROOF - MIN. 5/8", 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.120x3" 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 - MIN.7/6", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/0.131 x22 (8d COMMON) @ 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT SHEARWALLS FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 0.148x32" (10d COMMON) @ 6" O.C. EDGE & FIELD. PORCH CEILING - 3/8 " (OR GREATER) OSB OR PLYWOOD, W/ 0.131 x22" (8D COMMON) NAILS @ 6" O.C. EDGE AND FIELD OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY . DATE_! U / / 04 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 RtI!/tIII �ittN4w!iNNrl 411 m >° M W N Z N Q m ov: °° 0 w 00 D � Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO fi ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAW N/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET SO.0 SHEET 1 of 12 m m W N Z N Q m � Q w p D � OO � m � � w m J � z O � � U Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAW N/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET SO.0 SHEET 1 of 12 CONCRETE STAIRS, I ' I Lj SEE DETAIL 1/S1.01 I I I 3 4„ w Q0S1. 6x 4x 1.4 WWF ON L VAPOR BARRIER R ED GRADE. 000 000 LIL--- S1.01----7 51.01 I 1 5101 ID W Cl 1 S1.01 I I 2/S1. , UI D COORDINATE ITI- / 0 R A --E[ 4 CRETE SLA w/ 6 x 6 1.4xW1.4 WWF / STI I S1.01 6 M I APOR BARRIER 5A / / IN P EP D GRADE. / / I I CONCRETE STAIRS, S1.01 SEE DETAIL 7/S1.01 / PROVIDE P VIDE SAW C PER / I I I I CORNER C 2/S . 1, BUILDER TO / / ) I I AT SLAB DINA WITH FINISH / MA RIAL. 5B S1.01 101 / 1 S1.01 I CONCRETE STAIRS, / S1.01 SEE DETAIL 7/S1.01 — , S1.01)S1.01 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 8 1.01\ri -SAWCUT- 4B S1.01 6 1.01 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3—#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3—#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3—#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4—#5 EA. WAY BOT. F4.04'-0" 4'-0" 1'-0" 4—#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4—#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECT. EMBEDS, STEP HEIGHTS, ETC., 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. OFFICE COPY SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE — DESIGNATES SAWCUT LINE MASONRY STEM WALL �DE��GNATESAB RECESS L P' Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 4�'si� N4nwv uurHiYllryTl�O",`' V °a vn f. e 3 ' OF m i Ori 00 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m W CV Z N Q w p D � � JO En � rp/ uw LU � m J f-- z O 0 Ln Ln U Q FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET s1.0 SHEET 2 oF12 AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) F-12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. "d x 20" SLAB ON GRADE, SEE PLAN. #4 DOWEL TO MATCH VERT. STEMWALL REINFORCING (SEE SCHEDULE) w/ 6" HOOK INTO FOOTING. LAP VERT REINFORCING 30" IF STEMWALL IS GREATER THAN (3) COURSES. CONT. CONCRETE FOOTING 2)#5 CONT. STEM WALL AND FOOTING SCALE: 3/4"=1'-0" (SIM. AT PORCH EDGES w/o WALL) BOND BEAM w/1—#4 CONT. DRILL & EPDXY #4 @ 18" O.C. 8c BEND DOWN INTO STAIR. CONC. STAIRS SECONDARY POUR #4@ 18" O.C. DOWELS BEND 8" CMU STEMWALL w/ o \ INTO STAIRS. #5 VERT. HOOKED INTO a6 FOOTING @ 40" O.C. 4" MIN. BEND 2'-0" INTO SLAB (TYP) o . GRADE -41 0 o o TYP. FTG. EXTEND TYP. FTG @ WIDTH, SEE STAIRS & PROVIDE DETAIL 1/S1.01 #4@ 18" O.C. E.W. CONCRETE STAIRS ON GRADE SCALE: 3/4" = V-0" 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANTA SLAB ON GRADE, SEE PLAN a ' 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 0� SCALE: 3/4" = V-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 2—#5 CONT. ° d a SLAB ON GRADE, SEE PLAN. 4 4d a / �_ / ao 8"x20" w/(2)#5 CONT. BEARING AT INTERIOR SCALE: 3/4"=1'-0" 1#4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE OF RECESS. (TYPICAL) TYPICAL WALL FRAMING 6"AND ANCHORAGE PER MAX ° d 151/2 CONSTRUCTION SPECS. CURB DETAIL 1 SLAB ON ° GRADE, X Q SEE PLAN. .4 1,-0„ N c 8"x16" THICKENED w/ 2—#5 CONT. 3„ 8"x20" w/(2)#5 CONT. STEP DOWN 24" OR LESS 8 MONOLITHIC STEP DOWN DETAIL S1.01 CONTRACTOR MAY USE OPTION 1 OR OPTION 2 MATCH DOOR— WIDTH, SEE ARCH PAVING BY BUILDER E. J. MATERIAL 3/4)) RECESS SLAB ON °a. GRADE, SEE PLAN. 12"x12" DETAIL: 413 1#5 CONT. 4. THICKENED EDGE 8»x8» w/ 1—#5 CONT. DETAIL: 4A THICKENED SLAB EDGE SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1 SLAB ON GRADE, SEE PLAN. FOR CONCRETE CURB SEE DETAIL TO LEFT SLAB ON GRADE, SEE PLAN. �~ —On 17 #4 S—DOWEL BAR WITH 12" HOOK TOP & BOT. SPACE @ 48" O.C. #4 HORIZONTAL CONTINUOUS BARS @ 12"O.C. 8"x16" THICKENED--/ 3"---I ---r w/ 2—#5 CONT. 8"x20" w/(2)#5 CONT. STEP DOWN GREATER THAN 24" WALL FRAMIN STEP, SEE ARCH. PLAN. DETAIL: 5A BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. SLAB ON GRADE, �\ SEE PLAN. SOLE PLATE ANCHOR, SEE 3/SO.0 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS 2—STORY, w/(2)#5 CONT. 8" CMU STEM WALL W/ --zzt,-fl #4 VERTICAL DOWELS @ 24" O.C. D SLAB ON 90` BEND INTO FTG. GRADE— STEP, SEE ° ARCH. d .• a. (4" MAX.) EQUAL TO SLAB THICKNESS. DETAIL: 513 SLAB RECESS SCALE: 3/4 "=1'-0" SEE PLAN D D L D CONTINUOUS o c3 CONCRETE D r FOOTING 3" CLEAR TYP 10"x20" w/ 2—#5 CONT. GARAGE STEMWALL SCALE: 3/4"=1'-0" OFFICE COPY Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PO M 9 a F OF a ,.�>.�,,��; :Stix®�E2,1�'C3Q'•'�`,��, Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION SECTIONS 8 DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET 51.01 SHEET 3 of 12 6x6 P.T. SYP#2 POST W/ABU66. SEE DETAIL 4/S2.2. (TYPICAL 3 PLACES) r �V @ IV l / ^ � / I\ N. / v (2�7 )s \Cv k / SEE 7/S2.2 FOR BEAM CONN. O (TYPICAL 2 PLACES) (2)2X8 2�2 H TT5 w / 5/8" 0 THREADED ROD EPDXIED 8" MIN. (TYPICAL) \ X9 s \ ? 0�1 \ 1" N.\ \ (3)2x6 SPF#2 POST. H TT5 w / 5/8" 0 THREADED ROD EPDXIED 8" MIN. (TYPICAL) x6 P.T. SYP#2 POST W/ABU66. SEE DETAIL 4/S2.2. (TYPI AL 2 PLACES) SW NAILING: SW AILING: 8d@3"/6" (2)2x6-1 /1 8d 3"/6" (2)2x6-1 / o F7 I Qu X N Q 7r___ O (3)2x6 SPF#2 POST.? ? _ (3)2x12-2 2 - \ \ \ TRC Is, Fj \ qe0 \ AD C`v (2)2x6-1 /1 (3)2x6 SPF#2 POST. SHED ROOF w/ / DIAGONAL SUPPORTS, Cv SEE DETAIL 3/S2.3 / 2v / CHIMNEY FRAMING, SE DETAIL 1/S2.3 N )24_72 ^\X2/2 J S<y \ 1 ry.b / / \ 8d© q9v S3.0 I'v<v 2X(. 6 7SIM \ 7�7 c�• 2) 2X6\ Z� 7�7 (2)2X6, SE 7/S2.2 FOR__Z __T BEAM CONN. (TYPICAL 2 PLACES) N x N N I 6x6 P.T. SYP#2 `J P ST W/ABU66. SEE ETAIL 4/S2.2. (TYPI AL 2 PLACES) (2)2x12-2/2 (2)2x12-2/2 SHED ROOF w/ DIAGONAL SUPPORTS, SEE DETAIL 4/S2.3 6x10 # P.T. K T (2)2x8-2/2 SEE 7/S2.2 FOR BEAM CONN. (TYPICAL 2 PLACES) (2)2x6-1 /1 0 DTT2Z w/ Y2" 0 THREADED ROD EPDXIED 4" MIN. (4 TOTAL). SW NAILING: 8d@3"/6" F01 (2)2x6 SPF#2 POST.j� (2)2x6-1 /1 TRUSS C18 ABOVE. - SW NAILING: 8d@3" /6" I- N N I N X N N I o SW NAILIN : 8d@3"/6" IN N 100 SEE 7/S2.2 FOR BEAM CONN. (TYPICAL 4 PLACES) (2)2x6 SPF#2 POST. N 07 x N N N \ ui x N N \1 I I (2)2x6 SPF#2 POST. Do x N x N N (2)2x10 (2)2x10-2/2 F (2)2x10-2/2 r I i L ---- L -------A --- --� F\-" I SEE DETAIL SEE DETAIL I SEE DETAIL (2)2x8- /2 I 5/S2.2. 6/S2.2. 5/S2.2. - C14 x N r-. I N FIRST LEVEL WALL FRAMING LAN 2.3 SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/'S2.0 2. ALL BUILT-UP POST, HEADERS & BEAMS S ALL BE FASTENED PER 6/S2.0 SYMBOLS LEGEND 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 6/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.0 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING z z O J NO z NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. 0 WALL FRAMING-/``' 0 � J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 1 1' INTERIOR BEARING WALL. X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S2.1 P 0Ai W DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d ® 8 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" Z X5 5/a' A307 DIAMETER FULL HEIGHT `./•.• w ;�. SW NAILING: 8d®3"/6" (2)2x8-1/2 DESIGNATES THE NUMBER OF HEADER SIZE,PLIES, HEADER KING STUDS NEEDED FOR HEADER OPENING. TERMINATES AT FIRST FLOOR TOP ---- BEAM OR TRUSS, SEE PLAN �ia�`• , " N ANCHOR LEGEND / 5/$" A307 DIAMETER THREADED ROD 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 6/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.0 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING z z O J NO z NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. 0 WALL FRAMING-/``' 0 � J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 1 1' m X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S2.1 P 0Ai W N Z X5 5/a' A307 DIAMETER FULL HEIGHT `./•.• w ;�. THREADED ROD, SEE DETAIL 1/S2.1 S A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP Ai fq PLATE, SEE DETAIL 1/S2.100 �ia�`• , " N / 5/$" A307 DIAMETER THREADED ROD r � ( ) TERMINATES AT FIRST FLOOR TOP �yv PLATE, SEE DETAIL 1/S2.1 ' � )N %- Luis A. Pontlgo, PE WALL STUD SCHEDULE Lij F L P E# 53311 W PLATE STUD SIZE LOCATION HEIGHT & SPACING REVISIONS DATE EXTERIOR 9'-1" 2x4 SPF#2 @ 16" O.C. L MAX Ln U 10'-1 2x6 SPF#2 O 16" O.C. or EXTERIOR MAX 2x4 SPF#2 ® 12" O.C.' EXTERIOR 10-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. INTERIOR 1 MAX 2x4 SPF#2 ®16" O.C. 12'-0" 2x6 SPF#2 ® 16" O.C. or INTERIOR MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. =FIELDERATION CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONTRACTOR SHALL CONTACT LOU ARCHITECTURAL REQUIREMENTS. PONTIGO 8 ASSOCIATES PRIOR TO 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ) MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY YELLOW PINE. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION S.NY 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. ) # NS MADE R FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ASSOCIATES MAY RESULT IN TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. ADDITIONAL ENGINEERING OR MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT INSPECTION FEES. SHEARWALLS 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 6/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.0 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING z z O J NO z NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. 0 WALL FRAMING-/``' 0 � J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 1 1' FIRST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. =TO" NAME USEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUM6ER LPA NO. SIGN -17-00844 SHEET S1.1 SHEET 4 of 12 m W N Z CV Q m ❑ rW V r nool Lu Lij -J W -Z 0 0 (� L Ln U Q FIRST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. =TO" NAME USEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUM6ER LPA NO. SIGN -17-00844 SHEET S1.1 SHEET 4 of 12 PORCH SHEATHING AT BOTTOM CHORD OF TRUSS SEE 4/S2.2. CUPOLA, SEE DETAIL 5/S2.3. 9 -j- N-) S2.1 00 00 00 00 sin ti U U U U CJ84 CJ83 9 S2.1 �(0 4r) 4 TH. TH S16,� S2.2 8 S2.2 2x12 SYP#2 JOIST © 16" O.C. S� SHEATH UPPER WALL THRU LOWER DECK TO BEAM BELOW PRIOR TO INSTALLING DECK. 'J (2)1.75x20 2.0E LVL w CJ83 r 7- =J59 EJ60 K47 r � D21 JL JL 00 D20 / :: 19 8 S2.1 / J / CHIMNEY FRAMING, SEE DETAIL 1/S2.3 � J 7 1 \ S2.3 S3. SIM 6 S2.1 CD(V4 00 CJ82 CJ81 �J PORCH SHEATHING AT BOTTOM CHORD OF TRUSS SEE 4/S2.2. zero 9 S2.1 N S E E 0 ED \C Lr N-) I1- 00 0-) O N-) N N N N N rD 0 w w w C f� 0 C y�2 y17 9 9 S2.1 h S2.1 9 9 S2.1 00 \IFU 71 6LrO PORCH SHEATHING AT BOTTOM CHORD OF TRUSS SEE 4/S2.2. IL9 PROVIDE STRUCTURAL FASCIA S2.1 SHOWNIN 7/S2.3 ALONG THIS ENTIRE RUN OF ROOF EDGE. 00 J�1 S2. 9 2.1 H.D.G BRICK ANGLE ABOVE RAFTERS, SEE 9/S2.0 CUPO A, SEE Y DETAIL 5/S2.3. 2.3 X\ 9 S2.1 00 00 CJ82 HTS16 U U HTS16 HTS16 6 S2.1 , r CJ7 LJ44 CJ8 LO L`n jr- w w ,J45 DO S H.D.G BRICK ANGLE ABOVE RAFTERS, SEE 9/S2.0 PORCH SHEATHING AT BOTTOM CHORD OF TRUSS SEE 4/S2.2. d - Q0 w 8 �O C z�8 1,L8 68 Ln (-0 LO Ln --D --D W W r� 0) � U 9 S4.1 were 1� S zBrC �8r0 H TS16 9 S2.1 9 S2. H TS16 yv> BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTE 1. STRAP ROOF TRUSSES TO WOOD FRAME WALLS w/ SIMPSON H2.5T Lc (2) 12d SECOND FLOOR TRUSS/LOW ROOF TRUSS PLACEMENT PLAN OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 8344 SC: CA# 3579 pAf�06� ....•..... ENS T • N, 33 t b • b H P OF 00 �"d�wai�nrn+a*►w"'� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SECOND FLOOR TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S1.2 SHEET 5 of 12 m m W CU z Cv Q m � Q W Q CL/ rpol J W LL �i L -z 0 O (� I U Q SECOND FLOOR TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S1.2 SHEET 5 of 12 m cS7 SHED ROOF w/ ONE DIAGONAL SUPPORT, SEE DETAIL 2/S2.3 0 (2)2k8� 7/7 M C� Ca / SHEATH UPPER WALL THRU LOWER ROOF TO TRUSS BELOW. / .0 ci .0 SEE 7/S2.2 FOR BEAM CONN. / / / / 2. C / CHIMNEY i FRAMING, SEE DETAI i 1/S2.3 `J 7 ISO, / 2X82 /2 J S� 1 8o'©3q/</NC S 3 S I M SHEATH UPPER WALL THRU LOWER ROOF TO HEADER BELOW. ao MINIM SECOND LEVEL WALL F1173 A ll%.% ZING PLAN FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL_ 2/S2.0 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 6/S2.0 SYMBOLS LEGEND V111 I INTERIOR BEARING WALL. ---- I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/g" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S2.1 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S2.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S2.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S2.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-111 2x4 SPF#2 @ 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 @ 16" O.C. 14'-0" INTERIOR 1 MAX 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS 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 6/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.0 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 4 0 WALL FRAMING W z O J FLOOR TRUSSES OR JOIST. WALL FRAMING NO NAILS REQUIRED IN CLEAR SPAN _= F_ W� z O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m W N Z N Q m I < WQ LD r"00 00 nool I En LL 12�w Lu -z O O Lf) Ln L U Q SECOND LEVEL WALL FRAMING PLAN DO NOT SCS.ALE DIMEIFNSIOIMNS FROM THESE DRAWINGA DENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O,R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S1.3 SHEET 6 of 12 �I m 7t W) n 0 0 N N 00 DESIGNATES SHEARWALL, THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d @ 8 DESIGNATES 8d COMMONS @ 8d@3"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF HEADER (2)2x8-1/2 PLIES, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ---- I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/g" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S2.1 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S2.1 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S2.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S2.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-111 2x4 SPF#2 @ 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 @ 16" O.C. 14'-0" INTERIOR 1 MAX 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS 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 6/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.0 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 4 0 WALL FRAMING W z O J FLOOR TRUSSES OR JOIST. WALL FRAMING NO NAILS REQUIRED IN CLEAR SPAN _= F_ W� z O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m W N Z N Q m I < WQ LD r"00 00 nool I En LL 12�w Lu -z O O Lf) Ln L U Q SECOND LEVEL WALL FRAMING PLAN DO NOT SCS.ALE DIMEIFNSIOIMNS FROM THESE DRAWINGA DENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O,R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S1.3 SHEET 6 of 12 �I m 7t W) n 0 0 N N 00 Nj9g 9 S2.1 H TS16 A8 � 9 C'1107 707 '°9 O \0� 193 X91 2x8 SYP#2 LEDGER. FASTEN W/ (7)10d © 16" O.C. N3�00 CIJ70S Cc/706 C�7 C'J707 HT 9 S2.1 70 <ci Z C- 0 00 A X90 �10 F rN, O (-Vo°'/ o�o --" o`o z I O O s2.1 CIJ70S CIJ706 1 NADB 7 Cc17 2 0117 7 CHIMNEY FRAMING, SEE DETAIL 1/S2.3 011706 c/j0j N 3A 00 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP ROOF TRUSSES TO WOOD FRAME WALLS w/ SIMPSON H2.5T & (2) 12d ROOF TRUSS PLACEMENT PLAN BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T—BRACE SHALL BE: 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ae'yg1o9t1t�1UOiWtONttJ�tts`�j ,`e`+�,�.' n ++ P j� •• ro' \GE V, 6 N 1 a S° L u i s''`MI R AVIf 'o , P E FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m w (v Z N Qm _j Q w p D � � OO m LL- ce uw W —i m J z � O O Lr) Ln Ln U Q ROOF TRUSS PLACEMENT PLAN L NOTSCALE DIMENSIONS FROMSE DRAWINGS. IF A DIMENSION ISUNCLEAR REFER TO THE RCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. (---PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET SIA SHEET 7 of 12 TYPICAL WALL FRAMING NOTE`. 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL 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 WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL. SEE PLAN FOR STUD SIZE 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 (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES. SHEATHING NAILING DETAIL SCALE: 3/4" SEE DETAIL 5/S4.0 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE ROOF TRUSSES, OR FLOOR JOISTS. IIf II - - - - - - - - - - - - - IIII II II SW 8d@3" /6" ROOF SHEATHING, ONLY REQUIRED AT SEE SPECIFICATIONS HOLD DOWN EACH END FULL HT ANCHORSAO SEE 9/S2.1 SEE SPECIFICATIONS I ---------1 I CONTINUOUS BLOCKING ©- SOLE PLATE ANCHORS I r,` I I I ©- SOLE PLATE ANCHORS WITHIN FLOOR SYSTEM 2x4 FLAT WISE. FASTEN 16d COMMONS MASA I I WHERE POST IS ABOVE. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. @ 8" O.C. EACH END WITH 2-10d -/ PERMANENT TRUSS W 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER SYP#2 DBL. BRACING BY OTHER ON S1.01 TOENAILS. ONLY REQUIRED TOP PLATE BLOCKING AT ALL z w V, LINTEL MUST HAVE CORROSIONS SHEATHING JOINTS: I I -:F Q WALL 2x4 FLAT WISE. FASTEN j j w a- EACH END WITH 2-10d TOP PLATEI SOLE PLATE TOENAILS. ONLY REQUIRED I ----- --- SHEARWALLS AT SHEATHING JOINTS FOR Q0 '/4" FROM LINTEL EXTERIOR WALLS AND Ld SHEARWALLS (2) ROW OF 10d (3) ROWS 12d 3:m 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 (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES. SHEATHING NAILING DETAIL SCALE: 3/4" SEE DETAIL 5/S4.0 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE ROOF TRUSSES, OR FLOOR JOISTS. IIf II - - - - - - - - - - - - - IIII II II SW 8d@3" /6" AND O.C. SPACING. ONLY REQUIRED AT FLOOR SHEATHING, HOLD DOWNS EACH END HOLD DOWN EACH END FULL HT ANCHORSAO - UPPER TO LOWER STUDS SEE SPECIFICATIONS SHEATHING JOINTSSHEATHING JOINTS: CONTINUOUS BLOCKING ©- SOLE PLATE ANCHORS SW 8d@3/6: HTT5 OR HDU5 SEE SCHEDULE ON DETAIL 2/S2.0 ©- SOLE PLATE ANCHORS WITHIN FLOOR SYSTEM 2x4 FLAT WISE. FASTEN 16d COMMONS MASA 1. PROVIDE '/6" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. WHERE POST IS ABOVE. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. @ 8" O.C. EACH END WITH 2-10d -/ END POSTS FOR SW. W 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER SHEATHING 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.01 TOENAILS. ONLY REQUIRED 16'-0" --- z w V, LINTEL MUST HAVE CORROSIONS I I -:F Q WALL SYP#2 DBL. j j w a- EXTERIOR WALLS AND TOP PLATEI SOLE PLATE o I ----- --- SHEARWALLS Q0 '/4" FROM LINTEL _t7' Ld BOTTOM OF SOLE (2) ROW OF 10d (3) ROWS 12d 3:m SEE DETAILS NAILS @ 4" O.C. PLAN AND FASTEN I 0- Z STAGGERED I I ON S1.01 �- BLOCKING, SEE PLAN J� @ 3" O.C. I I (3)ROWS OF 5" I I W L----- -d SECTION VIEW I I -I o I I I I I I ------------I SEE 9/S2.1 I I SEE 8/S2.1 SINGLE STORY MULTI -STORY INTERIOR BEARING FASTENERS @ 24"o.c TYP. WALL SECTIONS FASTENERS @ 24"o.c WALL: SEE SCHEDULE LTRUSSLOK AS SHOWN BLOCKING AT ALL AS SHOWN FOR STUD SIZE AND O.C. SPACING. WALL 4 -PLY SHEATHING JOINTS: 14" LVL AND GREATER SHEATHING �6 2x4 FLAT WISE. FASTENING FASTEN EACH END WITH 2-10d TOENAILS. 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 (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES. SHEATHING NAILING DETAIL SCALE: 3/4" SEE DETAIL 5/S4.0 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE ROOF TRUSSES, OR FLOOR JOISTS. IIf II - - - - - - - - - - - - - IIII II II SW 8d@3" /6" SW 8d©3"/6" ONLY REQUIRED AT BLOCKING AT ALL HOLD DOWNS EACH END HOLD DOWN EACH END FULL HT ANCHORSAO - UPPER TO LOWER STUDS SW 8d@3/6: - (1) OR (2) '/2"0 FULL SHEATHING JOINTSSHEATHING JOINTS: ©- END STUDS TO FOUNDATION ©- SOLE PLATE ANCHORS SW 8d@3/6: HTT5 OR HDU5 SEE SCHEDULE ON DETAIL 2/S2.0 ©- SOLE PLATE ANCHORS FOR EXTERIOR WALLS 2x4 FLAT WISE. FASTEN SHEARWALL NOTES MASA 1. PROVIDE '/6" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. WALL PROVIDE 2x BLOCKING AT ALL PANEL EDGES. AND SHEARWALLS EACH END WITH 2-10d -/ END POSTS FOR SW. W 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER SHEATHING 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.01 TOENAILS. ONLY REQUIRED 16'-0" 1. STEEL LINTELS TO BE MINIMAL 36" o V, LINTEL MUST HAVE CORROSIONS AT SHEATHING JOINTS FOR RESISTANT COATING OF EPDXY BASED WALL SHEATHING TO (4) ROWS 12d I_-- WEATHER EXTERIOR WALLS AND NAILS @ 4" O.C. SOLE PLATE I AT 12" O.C. SHEARWALLS RAISE '/4" FROM LINTEL _t7' EA. SIDE. BOTTOM OF SOLE (2) ROW OF 10d (3) ROWS 12d SEE DETAILS SEE DETAILS NAILS @ 4" O.C. PLAN AND FASTEN L 3 PLY STAGGERED -ON S1.01 ON S1.01 �- BLOCKING, SEE PLAN w/8d @ 3" O.C. I I (3)ROWS OF 5" --- I --� F I I SECTION VIEW I I I I I L----------� I I I I I I ------------I I I I I L----------� I I ENGINEERED WOOD SINGLE STORY MULTI -STORY FASTENERS @ 24"o.c TYP. WALL SECTIONS FASTENERS @ 24"o.c 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 (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES. SHEATHING NAILING DETAIL SCALE: 3/4" SEE DETAIL 5/S4.0 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE ROOF TRUSSES, OR FLOOR JOISTS. IIf II - - - - - - - - - - - - - IIII II II SW 8d@3" /6" SW 8d©3"/6" FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING HOLD DOWNS EACH END HOLD DOWN EACH END FULL HT ANCHORSAO - UPPER TO LOWER STUDS SW 8d@3/6: - (1) OR (2) '/2"0 FULL SW 8d@3/6: (2) CS16 STRAPS HEIGHT THREADED ROD EACH END ©- END STUDS TO FOUNDATION ©- SOLE PLATE ANCHORS SW 8d@3/6: HTT5 OR HDU5 SEE SCHEDULE ON DETAIL 2/S2.0 ©- SOLE PLATE ANCHORS 2x2x'/8" SEE SCHEDULE ON DETAIL 2/S2.0 SHEARWALL NOTES MASA 1. PROVIDE '/6" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. N/A 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. W 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S2.0 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.01 TYPICAL SHEARWALL ELEVATION 16'-0" PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION TYPICAL HEADER AILING 0.131X3" TOE NAILS SHEARWALLS SPACING 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = 7) NAILS 14" LVL, 16" LVL = (9) NAILS (3) @ 2x6, (4) @ 2x8. FULL HEIGHT ANCHOR 61A X•, EITHER SIDE OF PLATE HEIGHT CHANGE 2x -BLOCKING ONLY REQUIRED IF SHEARWALL -\ \' 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. TYPICAL SOLE THREADED ROD 0 PLATE NAILING: SHEARWALLS SPACING 0.131x3" TOE NAILS: EDGE DISTANCE (3) @ 2x4, 16" (4) @ 2x6, 1 3/4" (5) @ 2x8. 24" PT. SYP#2 SOLE PLATE WALL FRAMING AT PLATE CHANGE CONDITION 2 TYPICAL WALL FRAMING 2.0 #2 DBL. PLATE RAISED HEADER i ARCHED � TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END }'-0" MIN. SPLICE LENGTH v/ (16) 0.131x3" NAILS -VENLY SPACED SYP #2 HEADER, 4'-0" MIN. PER PLAN f - FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION 2x4 SYP#2 CATS AT 12" FL9OR OR O.C. FASTENED TO TOP ROOF TRUSS. PLATE w/ 4-0.131x3" COMMON. FASTEN CATS EACH END w/ :7- 3-0.131x3" COMMON TOE NAILS SHEARWALL OR EXTERIOR WALL ALTERNATE A 7/, " OSB DIAPHRAGM FASTEN ROOF TO NAILER w/ (1) ROW 8d TRUSS. @ 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF 8d @ 3" O.C. SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ (2) ROWS 0.131x3" @ 3" O.C. SW -2 11 ALTERNATE D FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END 12" 1 MAX. MIN. WALL FRAMING AT FROM SOLE DROPPED HEADER CONDITION !PLATE BREAK 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: EPDXY ANCHOR (MIN 31" EMBED.) _ THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x PLATE WASHER, SEE SCHEDULE BELOW 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'/" 1 3/4" 1/2 48" 24" 2x2x'/8" 3'/2" 1 3/4" MASA 48" 24" N/A N/A N/A ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. ROOF TRUSS. BOT. CHORD w/ 0.131x3" @ 3" O.C. FASTENED TO SHEATHING w/ 8d @ 3" O.C. 11'/4" SHEATHING FASTENED TO MAX. TOP PLATE w/ 10d @ 3" O.C. 2x SYP#2 CONT. ATTACH 16" MAX. TO TOP PLATE AAD TRUSS w/ 0.131x3" @ 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL ALTERNATE B ALTERNATE C FLOOR DECK 10d @4"O.C. 2x4 SPF#2 CONTINUOUS LEDGER FASTENED FLOOR 7/1 6 " OSB TRUSS WEBS WIT TRUSS. BLOCKING w/3 -0.131x3" PANEL FLOOR COMMON. 2x4 SPF FRAMING ALL AROUND FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" INTERIOR 3-0.131x3" NAILS @ 6" O.C. O.C. FASTENED TO TOP SHEARWALL. PLATE w/ 4-0.131x3" COMMON SHEARWALL NOTES: 1. AT ROOF USE OPTIONS A,B,C, OR D 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR TRUSS ATTACHMENT 5-16d NAILS SHEARWALL OR (TYPICAL) EXTERIOR WALL ALTERNATE E ALTERNATE F 5 SHEARWALL ATTACHMENT All -ROOF Et FLOOR 2.0 FULL HEIGHT ANCHOR 2x4 BLOCKIN @24" O.C. FASTE EACH END w/3 -1C TOENAIL STUD BELOWI I LOWER TOP 4-10d PLATE AT BREAK OVER LAP DOUBLE COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS 1-41 1 O 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 PLAIN 4. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS 2.0 STEEL GUSSET (SEE DETAIL TO THE RIGHT) BRICK ANGLE SHALL BE HOT DIPPED GALVANIZED SLOPED BRICK SHELF ANGLE PROFILE SIN 16" O.C. SIN NON -SLOPED BRICK SHELF ANGLE PROFILE �eIN 16" O.C. 16" O.C. SIN BRICK SHELF DETAIL Q� �O Q� L6x4x.375" BRICK SHELF ANGLE. FASTEN TO EA. WALL STUD (MAX. 16"O.C) %"0 x 5" LONG GALV. LAG SCREW IN PRE -DRILLED HOLE. PROVIDE 3x3xY4" STEEL GUSSET PLATES @ 48" O.C. FULLY WELDED TO ANGLE WHEN BRICK SHELF ANGLE IS ANGLED TO MATCH ROOF PITCH NOTES: 1. PROVIDE DOUBLE 2x8 OR LARGER BLOCKING BETWEEN EACH WALL STUD WHERE BRICK SHELF IS LOCATED. STEP BLOCKING WITH ROOF SLOPE. 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 5 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 5 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS S 12'-0" (3)2x6 SYP #2 f(l)A35 + (4)12d TOE NAILS SYP#2 HEADER, PER PLAN OPENING END FASTENER SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. HEAD OR SILL -\ PLATES SEE KING & JACK SCHEDULE STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. (6)12d TOE NAILS TOP & BOT. Ai 2x_ SPF T&B w/ 12d @ 8" O.C. KING & (TYP) JACKS k POR PLAN w = SHEATHING A LLI C) CONT. AT SIMPSON LTP4 ON Q - GIRT/VERT INSIDE FACE, IF NO JOINT. JACK STUD 2x SPF RIPPED TO FIT ARCH. BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. IN TWO STORY FRAMING SECTION A -A WINDOW HEAD AND SILL FRAMING BRICK NOTES / NOTES: LINTEL DIMENSION MIN. BRG. 1 L31/2 x31/2 x'/4 TYP. CONNECTION AT STUD COLUMNS, 4" (3) ROW OF 10d m JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. L4x31/2 "x'/4 NAILS @ 8" O.C.- 6" 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY L5x31/2 "x'/4 D-/ STAGGERED 10'-0" IN ADDITION TO (2) PLYSN. 6" 12'-0" N W L7x31/2 "x'/4 2x4 MEMBERS: 6" 16'-0" 1. STEEL LINTELS TO BE MINIMAL 36" o V, LINTEL MUST HAVE CORROSIONS (1) ROW OF 10d RESISTANT COATING OF EPDXY BASED I (4) ROWS 12d I_-- WEATHER 2. LINTEL MORE THAN 8'-0". SHOULD NAILS @ 4" O.C. Imo______ - BARRIER BE LATERALLY SUPPORTED NOT TO I AT 12" O.C. 2x6 MEMBERS: LINTEL _t7' EA. SIDE. 0 (2) ROW OF 10d (3) ROWS 12d i NAILS @ 4" O.C. AT 12" O.C. 2 PLY L 3 PLY STAGGERED EA. SIDE. BEAM. BEAM. BLOCKING, SEE PLAN 2 & 3 PLY BEAMS 2x4 OR 2x6 POST (3)ROWS OF 5" (3)ROWS OF 63/4" HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW FLASHING. ITRUSSLOK BRICK LINTEL ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c LTRUSSLOK AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER �6 BUILT-UP MEMBER FASTENING BRICK NOTES / LINTEL SCHD LINTEL DIMENSION MIN. BRG. MAX. SPAN L31/2 x31/2 x'/4 Z 4" 6'-0„ m L4x31/2 "x'/4 (W 6" 8'-0" L5x31/2 "x'/4 D-/ 6" 10'-0" L6x3'/2 "x'/4 LL 6" 12'-0" W L7x31/2 "x'/4 6" 16'-0" 1. STEEL LINTELS TO BE MINIMAL 36" o V, LINTEL MUST HAVE CORROSIONS BRICK RESISTANT COATING OF EPDXY BASED 'I� VENEER I_-- WEATHER 2. LINTEL MORE THAN 8'-0". SHOULD Imo______ - BARRIER BE LATERALLY SUPPORTED NOT TO I EXCEED 6 FT. O.C. w/ 2-1/40" WD. SCREWS INTO HEADER PROVIDE A '/2"_=====1 LINTEL VERTICAL SLOTTED HOLE FOR SCREW.ATTACHMENT SEE NOTE 2 Iii 3. BRICK VENEER ATTACHMENT: i HORIZONTAL TIES © 24" O.C., VERT. FLASHING TIES @ 12" O.C.. (FOR 110mph HEADER OR WIND -ZONE VERT. TIES @ 16" 0.C.). BLOCKING, SEE PLAN BRICK LINTEL, AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE. 12" OF OPENINGS. PROVIDE3/16"O WEEP HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW FLASHING. OF BRICK LINTEL (2)12d TOE NAILS E.E. (MIN) 2x8 POST OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ��enuruer�ui ``q�g1g`ya4Lrai� . P O,V t`sl/i,`� yys aow.A. tsala,a �{` % tI� ,tee o �N OF°• N00 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES_ WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET 52.0 SHEET 8 of 12 m m W N Z CV Q m Q (W 00 D-/ W LL W W W Z 0 o V, In Lf) U WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET 52.0 SHEET 8 of 12 CONVENTIONALLY STRAP CONVENTIONALLY STRAP WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES PLAN ADJ. TO GIRDER/BEAM AT UPPERMOST TOP PLATE WHERE MAX. ANCHOR WHERE MAX. ANCHOR LOCATE ANCHOR WITHIN w/ NUT AND WASHER SPACING IS EXCEEDED SPACING IS EXCEEDED 6" OF POST. I I I I I II I I I I I 1 I I I I I II I I I I I I I POST, PER i I I I I 1 I I I PLAN MAXIMUM SPACING I I I I II I II I SEE THREADED ROD I I I I SPECIFICATIONS ON I I I I I I I SOLID BLOCKING I PLAN I I I I 1 I I I WITHIN FLOOR 1 I I I �RU�S (TYP) ��FLOORI OR JOIST I � — �CS16 — I— -T — -X— — — — — — 1 (TYP) 1 I I SOLE PLATE ANCHORS I I I I I I I PER SCHEDULE ON PLAN. HEADER, I I I 1 1 1 I I I YPICA j I I i I I I I POST TO I I I I I I SEE TABLE AT RIGHT I I I I I I I I MATCH I I I I II POST ABOVE I I FOR EPDXY EMBEDMENT I I I I I I 1 I AND EDGE DISTANCE. I I I I II I I 1 I I I I I II I I I I I I I I I I INSTALL 11 STORY THREADED RODS 6"MAX. FROM WHERE 2 -STORY RODS CANNOT BE INSTALLED KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM S2.1 SCALE: N.T.S SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 9 PI Y HTT5 or HDU5 EADED OXIED MIN 2 PLY STUD MIN 2 PLY STUD IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS ITS ACCEPTABLE ITS ACCEPTABLE TO SISTER A TO SISTER A 36" LONG STUD 36" LONG STUD FASTEN w/12- FASTEN w/12 - 0.131x3" GUN 0.131x3" GUN NAILS NAILS °o TO BACKSIDE OF WEB. 4" SIMPSON DTT2Z 2" w/8— Y4"X1Y2" 1 /2 SDS SCREWS °o SIMPSON BRACING APPLIED TO LTT20B Y2" THREADED ROD 2Y2„ EPDXIED 4" MIN OR 5/8 Y2x6" TITEN HD 3/4"4 3x3x'/4" Y2" THREADED ROD 10" EPDXIED 4" MIN OR CONTINUOUS LATERAL BRACING, SEE Y2x6" TITEN HD DTT2Z LTT20B HOLD DOWN ATTACHMENT DETAIL AAI II TIPI P' RRAr pn TRI IggFS- AS INDICATED IN TRUSS SPECIFICATIONS. PERMANENT TRUSS BRACING CONC. SLAB WASHER DOUBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) FULL HEIGHT THREADED ROD -- SEE PLAN '",CK STUD F DOOR ELEVATION VIEW OPTION A Y4"x3Y2" TAPCON SCREW UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED F SEE PLAN FOUNDATION, PER PLAN. EMBEDMEP DEPTH O FULL HEIGHT ANCHOR WALL SECTION CONC. SLAB JACK (STUD T D OR ELEVATION VIEW OPTION B 4 JAMB FASTENING S2.1J THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SINGLE TRUSS BRACING 1 ISI II I�I II IJ II II ISI T -BRACE FASTENED TO II WEB w/ 12d @ 6"O.C. I°I T -BRACE TO BE THEJ I 1 I°I SAME SIZE, SPECIES, II AND GRADE AS WEB I�I TO BE BRACED. II lol II II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. SIMPSON LTT20B RECI SSED IN SLAB w/Y2' THREADED ROD EPDXIED 4" i SOLE PLATE PLAN C*?l v 0 4VJ i DOUBLE FULL HT. FULL HT. TOP PLATE. ANCHOR ANCHOR - WALL STUD OR POST. a ELEVATION - 1 g -f FULL HT. -� ANCHOR �- AT SILL PLATE AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED UPLIFT CONNECTOR (1)DIAGONAL BRACE PER BSEE PLAN ROD 0 WOODPLATE HOLE (4) TRUSSES APPLIED EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 TO BACKSIDE OF WEB. 4" 411 2" 3„ 1 /2 5/s 9/1,110 BRACING APPLIED TO 6„ 6„ 2Y2„ 3» 5/8 FRONT SIDE OF WEBS. 3/4"4 3x3x'/4" 10" 10" 2Y2" CONTINUOUS LATERAL BRACING, SEE �a MONO STEM MONO TRUSS SHOP DRAWING FOR QTY. AND w LOCATION. IF MORE THAN (1) LATERAL 0 Cn o BRACE IS NEEDED, OVERLAP BRACE cf) z AS SHOWN. PERMANENT TRUSS BRACING CONC. SLAB WASHER DOUBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) FULL HEIGHT THREADED ROD -- SEE PLAN '",CK STUD F DOOR ELEVATION VIEW OPTION A Y4"x3Y2" TAPCON SCREW UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED F SEE PLAN FOUNDATION, PER PLAN. EMBEDMEP DEPTH O FULL HEIGHT ANCHOR WALL SECTION CONC. SLAB JACK (STUD T D OR ELEVATION VIEW OPTION B 4 JAMB FASTENING S2.1J THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SINGLE TRUSS BRACING 1 ISI II I�I II IJ II II ISI T -BRACE FASTENED TO II WEB w/ 12d @ 6"O.C. I°I T -BRACE TO BE THEJ I 1 I°I SAME SIZE, SPECIES, II AND GRADE AS WEB I�I TO BE BRACED. II lol II II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. SIMPSON LTT20B RECI SSED IN SLAB w/Y2' THREADED ROD EPDXIED 4" i SOLE PLATE PLAN C*?l v 0 4VJ i DOUBLE FULL HT. FULL HT. TOP PLATE. ANCHOR ANCHOR - WALL STUD OR POST. a ELEVATION - 1 g -f FULL HT. -� ANCHOR �- AT SILL PLATE AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT BSEE PLAN ROD 0 WOODPLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 '/2 "0 2x2x'/s » 4" 411 2" 3„ 1 /2 5/s 9/1,110 3x3x'/4" 6„ 6„ 2Y2„ 3» 5/8 3/4"0 3/4"4 3x3x'/4" 10" 10" 2Y2" 3" �a MONO STEM MONO STEM THREADED ROD INSTALLATION CHART IF TRUSS REACTION EXCEEDS 230016-- PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.�I �^ I� C STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED I C FBI FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x 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 '/a" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER 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 STRAP KING I POST BELOW WITH STRAPS WHEN FULL HLIUH I ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT BSEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN HEADER UP CONNECTION 16d @ 8" O.C. UPLIFT CONNECTOR 16d @ 8" O.C. CONT. RIBBON B SEE PLAN BOARD (TYP) (2)CS16 STRAPS 2x4 SYP#2 HORIZ. BRACING @ FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) UPLIFT 24" O.C. BETWEEN OUTER WALL FLOOR SHEATHING, ROOF SHEATHING, SEE & FIRST INTERIOR TRUSS. NAIL ❑ SEE SPECIFICATIONS SPECIFICATIONS BELOW. SEE PLAN HEEL > EACH END w/ 3-0.131x3" NAILS _71-0 LL W W CD Cf) (TYP) J z w ROOF TRUSSES. Z w 0 F`Q RIPPED TO FIT In ^� I J �a ENGINEERED FLOOR WITH GAP SHOWN aJ w a_ w TRUSS, SEE PLAN. 0 Cn o cf) z .J p J r J O J r :4 SYP#2 DIAGONAL m N m FASTEN EA. END n Z I a- Z w/3 -10d COMMONS Q � Q LUN ENGINEERED FLOOR j c� CEILING-NGINEERED FLOOR TRUSS, SEE PLAN. o TRUSS, SEE PLAN. O LINE WALL FRAMING WALL FRAMING FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR FLOOR TRUSS AT WALL FRAMING HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA18 @ 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) 2x4 BLOCKING. (2)LSTA18 STRAPS FOLD OVER TOP PLATE FASTEN w/10 -10d EXTEND SHEATHING VERT. m TO TOP OF TRUSS AS SHOWN. Z cv PROVIDE 2x4 BLOCKING UPLIFT AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE CONNECTOR, ❑ 0 SPECIFICATIONS BELOW. SEE PLAN HEEL > 1'-0" 11 LL W W J PRE-ENGINEERED WOOD J L_ ROOF TRUSSES. 2x SPF BLOCKING 0 RIPPED TO FIT In ^� I J In WITH GAP SHOWN Q �1 Q 0 �� UPLIFT J SHEATHING MAY CONNECTOR, TERMINATE AT SEE PLAN FULL HEIGHT UPLIFT TOP OF DBL. ANCHOR, SEE PLAN. CONNECTOR, TOP PLATE. 41 SEE PLAN TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" 9 ROOF TRUSS CONNECTION MINIMUM 2 PLY STUD (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18-1Od MINIMUM 2 PLY STUD AT 2ND STORY STUDS PROVIDE (2)CS16 STRAPS 4T BASE OF STUDS FLOOR TO FLOOR) T20B HTT5 ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD FULL HEIGHT THREADED ROD ALTERNATE SCALE: N.T.S. UPLIFT CONNNECTOR SEE TRUSS PLAN SHEATH WALL DOWN TO FLOOR FRAMING THEN SET LOWER TRUSSES. 8d RING SHANK TO BLOCKING @ 3" O.C. WALL SHEATHING CONTINUOUS THRU LEDGER. STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE ROOF TRUSS OR JOIST CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH 5-0.131x3" EA. STUD. WALL ADJACENT TO ROOF CONNECTION SCALE: N.T.S. WALL FRAMING PER PLAN WALL STRAPPING N( SHOWN FOR CLARI' AD PLATE DETAIL jx6" SDS SCREW @ 16" O.C. TOP & BOT. OF PLATES. (4)1.75x7.25 1.9E LVL PLATE l Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. WOOD F 11 RAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DES 1 G N/DRAWN/CH ECKE D CS � RD � LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S2.1 SHEET 9 of 12 m m W N Z cv Q m Q (W LL ❑ 0 LL m 11 LL W W J W J L_ Z 0 V l In ^� I J In U Q �1 WOOD F 11 RAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DES 1 G N/DRAWN/CH ECKE D CS � RD � LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S2.1 SHEET 9 of 12 2ND STORY TOP PLATE ELEV. TOP PLATE TO STUD H2.5 T @ 32" ON—CENTER STUD TO LOWER FRAMING: MSTA24 OR CS16 STRAP @ 32" ON—CENTER (2)MS24 OR (2)CS16 SAPS EACH END OF WALL SEGMENT 2�W FLOOR ELEV. FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5T STRAPS H2.5T AT ROOF FRAMING ROOF FRAMING KING STUD TO LOWER FRAMING WOOD BEAM J (2)MSTA24 OR CS16 STRAPS CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: N.T.S. 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d @ 3" O.0 2x6 SYP#2 BLOCKING BETWEEN P -A TRUSS. FASTEN TO TOP w/ 1 O @ 4" O.C. \ PORCH SHEATHING, HEADER SEE SPECIFICATIONS END BELOW PORCH PARALLEL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. PERPENDICULAR TO WALL 24" 16 GUAGE POST BASE: STRAP w/11— POST 24" 16 GUAGE 4x4 POST: ABU44 10dx1Y2" EA. END BELOW STRAP w/11— 6x6 POST: ABU66 10dx1Y2" EA. END PORCH. PORCH HEADER, — SLAB SEE PLAN HTS16 STRAPS MSTA24 5/8" ROD a STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: 1/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS (WOOD) A24 6" DBL. TOP MAX 44 NOTCH HEADER PLATE BELOW TOP PLATE ool PORCH 8—GUN NAILS o -1 HEADER, SEE PLAN. FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF MIN. . x4 WOOD PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d CONTINUOUS OVER 6" HEADER NAILS INTO BEAM. SPACE MAX @ 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM 8—GUN a NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF MIN. (2)2x4 WOOD PORCH IS AT 2ND LEVEL. OPTION B BELOW. & (1) ADJ. TO PORCH HEADER. r7T--� TYPICAL PORCH BEAM CONNECTION H2J5T @ 32" ON—CENTER 2ND STORY _OIL _ TOP PLATE ELEV.`F. MSTA48 OR CS16 STRAP @ 48" ON—CENTER (2)MSTA48 OR CS16 STRAP EACH END OF WALL SEGMENT 2ND FLOOR ELEV. 1ST FLOOR TOP FULL HEIGHT ANCHOR. SEE PLAN FOR SIZE AND SPACING SIDE OF HEADER KING STUD TO LOWER FRAMING (2)MSTA48 OR CS16 STRAPS 2 CONVE TIONAL STRAPPING OVER HEADER 2.2 SCALE: N.T. . (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORN[ P.T. SOLE PLA SOLE PLA ANCH, 5 GA ( 2.2) SCALE: N.T.S. OVERLAP SIDEWALL TOP PLATE ROOF FRAMING UPLIFT CONNECTOR H2.5T TOP & BOT. OF CRIPPLE STUD @ 32" O.C. i24 STRAP EACH SIDE OF HEADER SHL_ATH w/7/6" OSB FASTENED w/8d COMMON @ 3" O.C. EDGI= & 6" O.C. FIELD GARAGE HEADER ALWAYS PLACE HEADER AT I -OP OF ROUGH (2)20ga STRAPS OPENING HEADER TO JACK HTT5 W/ THREADED ROD EPDXIED 12" HTT5 w/ —5/8" THREADED ROD EPDXIED 12" GOAL POST. FASTEN TO STUD PACK WITH 2—ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER GARAGE SOLE PLATE J HTT5 w/ FLOOR 5/8 ANCHOR " THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. 4 ..Q . .a .4 NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. E HEADER FRAMING RAILING BY BUILDER. UPPER EXTERIOR WALL. WATER PROOFING BY BUILDER. HEADER TO JACK STUD MSTA24 STRAP EACH SIDE OF HEADER OF LOU PONTIGO & ASSOCIATES. SHEATH UPPER SIMPSON H2.5T TOP & BOT. OF CRIPPLE STUD ©32" O.C. WALL THRU LOWER 2x12 SYP#2 @ DECK TO BOTTOM 16" O.C. OF BEAM. KING STUD TO LOWER FRAMING WOOD BEAM J (2)MSTA24 OR CS16 STRAPS CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: N.T.S. 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d @ 3" O.0 2x6 SYP#2 BLOCKING BETWEEN P -A TRUSS. FASTEN TO TOP w/ 1 O @ 4" O.C. \ PORCH SHEATHING, HEADER SEE SPECIFICATIONS END BELOW PORCH PARALLEL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. PERPENDICULAR TO WALL 24" 16 GUAGE POST BASE: STRAP w/11— POST 24" 16 GUAGE 4x4 POST: ABU44 10dx1Y2" EA. END BELOW STRAP w/11— 6x6 POST: ABU66 10dx1Y2" EA. END PORCH. PORCH HEADER, — SLAB SEE PLAN HTS16 STRAPS MSTA24 5/8" ROD a STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: 1/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS (WOOD) A24 6" DBL. TOP MAX 44 NOTCH HEADER PLATE BELOW TOP PLATE ool PORCH 8—GUN NAILS o -1 HEADER, SEE PLAN. FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF MIN. . x4 WOOD PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d CONTINUOUS OVER 6" HEADER NAILS INTO BEAM. SPACE MAX @ 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM 8—GUN a NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF MIN. (2)2x4 WOOD PORCH IS AT 2ND LEVEL. OPTION B BELOW. & (1) ADJ. TO PORCH HEADER. r7T--� TYPICAL PORCH BEAM CONNECTION H2J5T @ 32" ON—CENTER 2ND STORY _OIL _ TOP PLATE ELEV.`F. MSTA48 OR CS16 STRAP @ 48" ON—CENTER (2)MSTA48 OR CS16 STRAP EACH END OF WALL SEGMENT 2ND FLOOR ELEV. 1ST FLOOR TOP FULL HEIGHT ANCHOR. SEE PLAN FOR SIZE AND SPACING SIDE OF HEADER KING STUD TO LOWER FRAMING (2)MSTA48 OR CS16 STRAPS 2 CONVE TIONAL STRAPPING OVER HEADER 2.2 SCALE: N.T. . (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORN[ P.T. SOLE PLA SOLE PLA ANCH, 5 GA ( 2.2) SCALE: N.T.S. OVERLAP SIDEWALL TOP PLATE ROOF FRAMING UPLIFT CONNECTOR H2.5T TOP & BOT. OF CRIPPLE STUD @ 32" O.C. i24 STRAP EACH SIDE OF HEADER SHL_ATH w/7/6" OSB FASTENED w/8d COMMON @ 3" O.C. EDGI= & 6" O.C. FIELD GARAGE HEADER ALWAYS PLACE HEADER AT I -OP OF ROUGH (2)20ga STRAPS OPENING HEADER TO JACK HTT5 W/ THREADED ROD EPDXIED 12" HTT5 w/ —5/8" THREADED ROD EPDXIED 12" GOAL POST. FASTEN TO STUD PACK WITH 2—ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER GARAGE SOLE PLATE J HTT5 w/ FLOOR 5/8 ANCHOR " THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. 4 ..Q . .a .4 NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. E HEADER FRAMING GIRDER FLOOR BEAM. SEE PLAN. FASTEN JOIST TO GIRDER BEAM WITH LUS210 HANGERS. 8 PORCH SECTION S2.2 SCALE: 3/4" = 1'-0" PER FOOT MIN. FURR DOWN CELLING (BY BUILDER) FASTEN JOIST TO FIRST STORY BEARING WITH 2-12d ENAILS & 1—SIMPSON H2.5T SDWC15600@ 16" O.C. (2)2x6 ADDITIONAL PLATES TO SUPPORT DECK JOIST. TOP PLATE TO H2.5T @ 32" ON—CE BOT PLATE TO TRUSS Y4"x4" LAG SCRE) WITH ROUND WASHE AT EACH FLOOR TRUS STUDS TO TOP PLATE BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE Y4"x4" LAG SCREI WITH ROUND WASHE AT 24" 0.( TRUSS PARALLEL_ TO WALL ABOVE WALL STRAPPING DETAIL SCALE: N.T.S. GARAGE HEADER, SEE PLAN ALWAYS HEADEF TOP OF I OPENI STUDS PER PLAN. HTT5 w/ 5/8" THREADED ROD P.T. SOLE EPDXIED 12 PLATE SOLE PLATE ANCHOR CRIPPLE STUD -ARAGE HEADER, SEE PLAN STUD TO BOT PLATE: SIMPSON H3. @ 32" O.C. STUD TO BOT PLATE: SIMPSON H3. @ 32" O.C. L— _ _ _ _ THICKENED SLAB EDGE AT GARAGE OPENING. GARAGE CENTER WALL FRAMING SCALE: N.T.S. OFFICE COPY Lou Pontigo and I Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 iN`��Lilt�iiUll&fwlff�stl ♦oaa�' i O/V 4 ��w4 e e Luis A. _'tfl'o,PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m W N Z N Q w p O � � JO m � In/ LIJ W J m � � Z � O CD In U Q WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN -17-00844 SHEET S2.2 SHEET � O OF 'I 2 RAILING BY BUILDER. UPPER EXTERIOR WALL. WATER PROOFING BY BUILDER. WATER PROOFING NOT WITHIN SCOPE OF LOU PONTIGO & ASSOCIATES. SHEATH UPPER WALL THRU LOWER 2x12 SYP#2 @ DECK TO BOTTOM 16" O.C. OF BEAM. RIMBOARD. FLOOR SYSTEM -- _ NOTCH JOIST SLOPE JOIST" OVER PLATES GIRDER FLOOR BEAM. SEE PLAN. FASTEN JOIST TO GIRDER BEAM WITH LUS210 HANGERS. 8 PORCH SECTION S2.2 SCALE: 3/4" = 1'-0" PER FOOT MIN. FURR DOWN CELLING (BY BUILDER) FASTEN JOIST TO FIRST STORY BEARING WITH 2-12d ENAILS & 1—SIMPSON H2.5T SDWC15600@ 16" O.C. (2)2x6 ADDITIONAL PLATES TO SUPPORT DECK JOIST. TOP PLATE TO H2.5T @ 32" ON—CE BOT PLATE TO TRUSS Y4"x4" LAG SCRE) WITH ROUND WASHE AT EACH FLOOR TRUS STUDS TO TOP PLATE BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE Y4"x4" LAG SCREI WITH ROUND WASHE AT 24" 0.( TRUSS PARALLEL_ TO WALL ABOVE WALL STRAPPING DETAIL SCALE: N.T.S. GARAGE HEADER, SEE PLAN ALWAYS HEADEF TOP OF I OPENI STUDS PER PLAN. HTT5 w/ 5/8" THREADED ROD P.T. SOLE EPDXIED 12 PLATE SOLE PLATE ANCHOR CRIPPLE STUD -ARAGE HEADER, SEE PLAN STUD TO BOT PLATE: SIMPSON H3. @ 32" O.C. STUD TO BOT PLATE: SIMPSON H3. @ 32" O.C. L— _ _ _ _ THICKENED SLAB EDGE AT GARAGE OPENING. GARAGE CENTER WALL FRAMING SCALE: N.T.S. OFFICE COPY Lou Pontigo and I Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 iN`��Lilt�iiUll&fwlff�stl ♦oaa�' i O/V 4 ��w4 e e Luis A. _'tfl'o,PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m W N Z N Q w p O � � JO m � In/ LIJ W J m � � Z � O CD In U Q WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. 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REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHE * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. HEET INDEX SP -1 SITE PLAN A-1 FIRST FLOOR PLAN A-2 A-3 A-4 -5 -6 6 A-7 A-8 A-9 SECOND FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS ELECTRICAL PLAN ELECTRICAL PLAN TYPE OF CONSTRUCTION " TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDAFLORIDA BUILDING CODE - BUILDING - 2014 EDITION FLORIDA� BUILDING CODE - RESIDENTIAL - 2014 EDITION' FLORIDA BUILDING CODE - PLUMBING - 2014 EDITION FLORIDA� BUILDING CODE - FUEL GAS - 2014 EDITION BUILDING CODE - MECHANICAL - 2014 EDITION NATIONAL ELECTRICAL CODE - 2011 EDITION NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS - 2 010 EDITION FLORIDA FIRE PREVENTION CODE - 2014 EDITION CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. ■ KEVIN F. MULLIGAN P�516NFIf?, INC. ( 904) -74�5- - 1: No: DATE: REMSIONS: FA1� F©1� �1� "� ■ NSW HOMF, SOY PHYL,L,15 & CHIP fou5rly 0 � ■ c ovr_ F SNFIF--r OFFICE CQPY This drawing is an instrument of se -vice and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. REVIEWED FOR CODE COMPLIANCE Job No: 16215 Sheet No: CITY OF ATLANTIC BEACH Date: 711912017 SEE PERMITS FOR ADDITIONAL ]REQUIREMENTS AND CONDBTION3 Scale: I/ �t"-1 -0" Drown: REVIEWED BY: DATE: -1717 Chocked: , I -- I ! � I_ � ! I � i I_� I I � i I � I �� I I � _I � I I ■ / DRAINAGE ARROW TYPICAL SILT 5' BRL FENCE TYPICAL 00 t I I I I I I ir I I I I I 1 I I I I LitIII 1 /----------------------- ----- C:D _- D- ----- ----------- >I o II / II II _I II J--------- I I --------- - • I I I I I I I t I I I I I I C I I E I I I I I I I I O / \ ■ I I � I ! � I i � ! I-� 5' BRL II F ------I II F------�-�I II I I i II ( I I II I I I I it I I I I i i i I I I I I I I I I I I I NOTE: SLOPE COURTYARD TO BREEZEWAY OPENING FOR DRAINAGE. PROVIDE CATCH BASINS FOR ADDITIONAL DRAINAGE TO STREET. PROVIDE GUTTERS AND DOWNSPOUTS. CONNECT DOWNSPOUTS TO PIPES FOR DRAINAGE TO STREET. U-0 \ \ \ \ ir 00 I I / LE 0-----� 00 00 V N�� TWO $i, RY HOME ----------- I ---------4--------� I ( I I I I I I I I I I I I I I I I I I I I I I L---------- ---� I L----------- I I I I I I I 20•-0" 1 I 1 L ---J 1 \ ELEC 1 L ---J TANS CONSTRUCTION TOILET r------------- 11 ------------- t CONTRACTOR LAY 1 nOWN AREA II �I II II II II II II I I J-/► I I II �I it II II I - - - - - - - --------------- � / O I I I I I I I I - - - - - - - - ----- to / /41 / � o , s.e / CONSTRUCTION DUMPSTER 0 MULLICAN Ea P �516NFII', INC. <904> 745 - 5574 COMMUNITY DEVELOPMENT APPROVED 1 architectural site plan S1 SCALE: 1/4" = 1'-0" OFFICE COPY PROPOSED COVERAGE LOT AREA: F----------- I I I I I ---------I---------� I I I I i I I I I I t I L -------------------I I I I I I I I - DRIVEWAY: L ----------- II F ------I II F------�-�I II I I i II ( I I II I I I I it I I I I i i i I I I I I I I I I I I I NOTE: SLOPE COURTYARD TO BREEZEWAY OPENING FOR DRAINAGE. PROVIDE CATCH BASINS FOR ADDITIONAL DRAINAGE TO STREET. PROVIDE GUTTERS AND DOWNSPOUTS. CONNECT DOWNSPOUTS TO PIPES FOR DRAINAGE TO STREET. U-0 \ \ \ \ ir 00 I I / LE 0-----� 00 00 V N�� TWO $i, RY HOME ----------- I ---------4--------� I ( I I I I I I I I I I I I I I I I I I I I I I L---------- ---� I L----------- I I I I I I I 20•-0" 1 I 1 L ---J 1 \ ELEC 1 L ---J TANS CONSTRUCTION TOILET r------------- 11 ------------- t CONTRACTOR LAY 1 nOWN AREA II �I II II II II II II I I J-/► I I II �I it II II I - - - - - - - --------------- � / O I I I I I I I I - - - - - - - - ----- to / /41 / � o , s.e / CONSTRUCTION DUMPSTER 0 MULLICAN Ea P �516NFII', INC. <904> 745 - 5574 COMMUNITY DEVELOPMENT APPROVED 1 architectural site plan S1 SCALE: 1/4" = 1'-0" OFFICE COPY PROPOSED COVERAGE LOT AREA: 10,464 S.F. BUILDING S.F.: 4,128 S.F. DRIVEWAY: 444 S.F. COURTYARD TERRACE: 480 S.F. FRONT WALKWAY: 94 S.F. SERVICE YARD(GRAVEL): 0 S.F. BREEZEWAY: 60S.F. BREEZEWAY: PAVERS 150S.F. TOTAL IMPERVIOUS: 5,356 S.F. % OF COVERAGE = .51 % 'No: DATE: REMSIONS: Ie\� [e7� PAN U� NSW NOME SOP-,- PHYL,L,15 & CHIP Tou5rly ■ 51� PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre- pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: Date: 1912017 Scale: Drawn: Checked: N 64'-6" 20'-0" 13'-0" 15'-6" 16-0" 2 -0 9 -0 2'-0" 1'-5" 12'-2" 4'_1„ 4,_0„ 1, L 4'-1 I I I (F1- ---------- I I• --------- 1 I 1 • .I I I f------- --- --------i ; I I i I------ —Ji J�Dr-----------------=- ----------------- \\ // % / / •\` � \ \ .' �/ / / i/ .. 20`0'' - .- _ - //./ i / `� -- // �/ . // � i ' i •- .. . - I i I 71 FF W 011 r all _ I 1 I /tF I I / I I `D \ �' // \ J . // 2'-8" 6.-8" 2,-8' 1 1 -------------- ---- I I I _ :. a 00 \ L- — ------- ao -- 1 _ '------- —J v 1 1 1 1 6'-6" 12'-0" - . I � • I r�— 7-- I I i I 24'-0" Ii r----------------------- '310• � i ; I o L...._J I N -j 6-8' 2* -8" I ao co N iD co co N NOTE: 6" BLOCK AT GARAGE 1 f(Miation Plan F1 SCALE: 1/4" = 1'-0" OFFICE COPY KEVIN �, MULLIGAN PF-516NEr"'i INC. NF,W NOME pop PHYU-15 & CHIP rou5r,y ■ ■ F OUWA-'ION PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre- pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: Date: 711912011 Scale: / 411-11-011 Drawn: UM Checked: ■ 7 q 0 CO In 14'-8" 5'-4" T-6" T-2" 1'-8" , T-8" I I I I I I I I ( I I I f I , ,I (3) 305 I CASE W (3) 301 TRANS MS 11,202 FIXED 13'-0" ffin. An 1'-4" 4'-2" 15'-6" 12'-4" 4'-0" 2'-0" 2'-0" 4'-2" 16-0" 1'-10" 11'-3" 5'-5" 1 5'-10" 4'-9" 10" I I I SOUTH I I PORCH I I ( I 10' PLT tI I I SE 3060 FIXED 3 L II I 306 G P 0 S 8080 SLIDING FRENCH SEAT SEAT I - I O I I � (2) 3060 CASE D_ DEN I L� I -- 10'CLG I \ SINK I 'DWI / I _ t \\ KITCHEN // ° PANTRY ' CD 10'CLG \ \ 10' PLATE / / N \ \ VAULTED / / I — F 6" EF SHOWER Y � J U) M o 00 U o W m MASTER N° N~� FL� _ BEDROOM o W = 10'CLG MASTER BATH N o 10' CLG TUB — - - Tx 6' l-� I I ■ Xm N o (DI I - I �J Li a. _11 o� C/)I I WDER LO P Y NLO /�--�\ 10' LG U WC C14 F_ z o / I d cV / \ o \ 2880 - - — - - - ~ \ SOLID CORE 2880 Q) / O \ ART ART ART ART ow W -------- <> / \ U U I o `o N / E \ � VEST �z� �z I �\ // \\ Q 10'CLG o�p� ' "C'C) D I W M ISLAND L co ( co ART ART GALLERY 2 I HER WICLL -------------- ---------------- , 10'CLG `� i 10'CLG o- - r ------------- ------ / 8080 SLIDI G FRENCH 3060 FI ED i N o / F— // Q I ch Q� 5'-10" 6'-3" 6'-3" 5.6"Cb I ------ Ln V TERRACE ¢ � -1 o 0 HIS WIC XCN 7ff - I y<r I _ ch EAST �� �\?T\ I X DROP -r-- I 2880 -------- - - // / PORCH / `� ' - 0 10'CLG OCKET 10' PLT / \ `� `� \ // / ', % I o I N q _) LAUNDRY WQ / / r G T ROOM / / / / 0 I o 10' CLG 10' CLG `� / Q� / / / o co v o w /\ / cv I Q , co '-61 _ —5r4,r — — - 4,-1, 6�-3 2'-0' < Q GALLERY 3 - ` U 10' CLG ,WALL o CD O O MEC 1 / c 1 C)� 10'C G # / \`� I Q o 0 0 0 M p, ( ART A ^ 1 ------------ STORAGE i f c �-------� 10'PLT I qS / FA o I I 4080 O o I i l � I ocoo ro- A, rn r---------- I h GARAGE / 10'CLG pFRFtiCiy o , I I 10' PLATE i TER A E I I I C '0 —____L--- oo m F— PULL DOWN i/ pL— ATTIC STAIR I I i cb ----J I I LLI JL Q o- - / \\ STAIR HAL (9"0 / I I I 608JFRENCH I I I I I ( M 28' CLG o // -- — — — — —— -- Q)SRT ` ' / BREE E AY -i------- ' I/ I I I I A8 \ i 8' PLA \ GALLERY 1 I NOTE: NEW STAIRS TO HAVE 7.325" RISERS. (146.5" DIVIDED BY 7.325 = 20 RISERS) PROVIDE NOSING OF NOT LESS THAN 3/4 " AND NOT MORE THAN 1 1/4". TREADS ARE 11". PROVIDE MINIMUM 6'8" HEADROOM. CONTINUOUS HANDRAIL TO BE NOT LESS THAN 34" AND NOT GREATER THAN 38" HIGH. PROVIDE CIRCULAR HANDRAIL WITH OUTSIDE DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". 10' CLG pl FOYER -,- �/ 00 W � ov I I I I I I I �I 15' PLATE I I < N I I I ( ( I o �I HIP VAULT I I ¢ 1101 = I 1 L — -------- ( f L --------_L ^�—,— l q I I I (3�3pspF/ 'rF o , / ' \ - \ 9080 OD W/ 9080 OD W/ Cp 9016,TRANSOM 9016;TRANSOM N 60801 WOOD I I I I I I ENTRY / I I r I I , I i PO CH I I ( ( i I I 10' PLATE L I I I I I I I I :to P 0 L0 0 N N t M ti 6'-6" 11'-0" 6'-6" 1 fir5t f 1 oor an 7'-6" 24'-0" Al SCALE: 1/4" = 1'-0" 4'-" —7 KEVIN �. MULLICAN I�CSIGN�Y, INC. (90-4) -74=s PROPOSED SQUARE FOOTAGE A/C 1 ST FLOOR = 2898 A/C 2ND FLOOR= 640 TOTAL A/C = 3538 GARAGE / MECH / STORAGE = 700 PORCHES = 530 BREEZEWAY = 60 TOTAL SQUARE FOOTAGE = 4828 No: DATE: REMSIONS: Ie\� U� [e7� e ■ NSW HOMF_ For,, PHYL,L,15 & CHIT Tou5rly PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No: Date: 711912017 Scale: / �h"=I' O" OFFICE COPY Drown: Al UN, Checked: CONTINUOUS HANDRAIL TO BE NOT LESS THAN 34" AND NOT GREATER THAN 38" HIGH. PROVIDE CIRCULAR HANDRAIL WITH OUTSIDE DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". 1 seconJ floor I an �,�2SCALE: 1/4" = 1'-0" OFFICE COPY ■ ■ KEVIN 1�, M UL, L, I CAN PF1516mr,f?, INC. PROPOSED SQUARE FOOTAGE A/C 1 ST FLOOR = 2880 A/C 2ND FLOOR= 640 TOTAL A/C = 3520 GARAGE / MECH / STORAGE = 700 PORCHES = 530 TOTAL SQUARE FOOTAGE = 4750 No: DATE: REMSIONS: Ie1� FAR Le]� NSW Homr, F 0 rl,_ PHYLIL115 & CHIP Tou5rly 0 � E F1-ooFI_ PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16 -21 5 Sheet No: Date: Scale: A/) Drawn: UN, Checked: u c I. c PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. 5 COURSES OF P.T. 1" x 6" T & G SHEATING. _.--CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. \\� P.T. 2" x 6" RAFTER TAIL. CEDAR SHAKES ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 12 6r - J I rm-ml 1100111 METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2" x 6" RAFTER TAIL. PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. �O� televation /a�10� \PAINTED GATE. 1 10 SQUARE COMPOSITE COLUMN. A3 SCALE: 1/4" = 1'-0" PAINTED WOOD DOOR. PAINTED SHUTTER DETAIL. PAINTED SHUTTER. 15'-0" PLATE METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSE! 5 COURSES OF P.T. 10'- " 1" x 6" T & G SHEATING. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER T / OPEN RAFTER TAILS. �n P.T. 2" x 6" RAFTER TAIL. PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 9 2" x 6" STUDS @ 16" O.C. co FIRST FLOOR FINISH GRADE N PAINTED GARAGE DOOR SPRAY WRAP WATERPROOFING ON 8" CMU. ■ KEVIN 1�. M UL, L, I CAN P�516NFIf?, INC. ( 90-4) 761-5 - 5 57-q 'No: DATE: REMSIONS: Iel� Im FAI� I_e\� U� NSW NOME F 0 P-1, PHYL,1,15 & CHIP fOUSr,Y .OPMENT 'ED N,F-VATIONS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No.- OFFICE o: OFFICE COPY Date: 711,912017 Scale: 1/ 411-11-011 A-/--) Drawn: Checked: ■ 09 m N 15'-0" PLATE 10'-0" PLATE TOP OF WINDOW FIRST FLOOR FINISH GRADE 12 4r �i 12 6 'IC PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. PAINTED BRICK VENEER ON 1 SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 10" SQUARE COMPOSITE COLUMN. PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING ON 8" CMU. PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. east elevation A4 SCALE: 1/4" = 1'-0" 2 W05t 0IOVation A4 SCALE: 1/4" = 1'-0" PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING ON 8" CMU. PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. PAINTED HARDI PANELS ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 17'-0" PLATE TOP OF WINDOW 10'-0" PLATE TOP OF WINDOW SECOND FLOOR 10'-0" PLATE TOP OF WINDOW FIRST FLOOR 10'-0" PLATE TOP OF WINI o zo 11 KEVIN M UL, L, I CAN PF15I6NFr_"j INC. <904J-745- 574 ; No: DATE: REMSIONS: Ie�� FAI Ce�� FIRST FLOOR NSW NOME FINISH GRADE PHYLL,15 & CHIP fou5rly F_XTFII"I0P ���VA�"IONS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No. Date: -111912017 OFFICE COPY Drawn: A4 Checked: , ■ 0 0 o �- in 0 O O In M 0 N 11 KEVIN M UL, L, I CAN PF15I6NFr_"j INC. <904J-745- 574 ; No: DATE: REMSIONS: Ie�� FAI Ce�� FIRST FLOOR NSW NOME FINISH GRADE PHYLL,15 & CHIP fou5rly F_XTFII"I0P ���VA�"IONS This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No. Date: -111912017 OFFICE COPY Drawn: A4 Checked: , ■ 0 METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. CEDAR SHAKES ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. ,� CONTINUOUS ALUMINUM EAVE DRIP OP CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2" x 6" RAFTER TAIL. 12 41 12 61 12 41 1 IDI I�il �-CJI IDI 17'-0" PLATE TOP OF WINDOW 10'-0" PLATE TOP OF WINDOW 0 bo SECOND FLOOR _ north east elevation A5 SCALE: 1/4" = 1'-0" t'HIIV I CU t-'IHKUI HK I IJHIV JIUIIVU VIV S SPRAY WRAP WATERPROOFING PRAY WRAP WATERPROOFING OVER OSB SHEATHING ON OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 2" x 6" STUDS @ 16" O.C. t �• V I N E. MULLIGAN PF15I6NF'r1,_, INCI c 190-+> -7-4 -7-4 No: DATE: REMSIONS: FAI FA N FW HOME F 0 P-1, PHYL,L,15 & CHIP F_xTF_Pi0P This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No: Date: 711912011 Scale: 1 14''-1,-0'1 Drawn: U.M Checked: , 0 LO C? 0 0 co north east elevation A5 SCALE: 1/4" = 1'-0" t'HIIV I CU t-'IHKUI HK I IJHIV JIUIIVU VIV S SPRAY WRAP WATERPROOFING PRAY WRAP WATERPROOFING OVER OSB SHEATHING ON OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 2" x 6" STUDS @ 16" O.C. t �• V I N E. MULLIGAN PF15I6NF'r1,_, INCI c 190-+> -7-4 -7-4 No: DATE: REMSIONS: FAI FA N FW HOME F 0 P-1, PHYL,L,15 & CHIP F_xTF_Pi0P This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No: Date: 711912011 Scale: 1 14''-1,-0'1 Drawn: U.M Checked: , ��rir-irn -1 ...-Iry n A M rMIN i w nrlrtui rv� 1 Oivnw vii SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. Hord 1/4" = 1'-0" aril elevation P INTED BRICK VENEER ON S RAY WRAP WATERPROOFING O ER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 15'-0" PLATE PAINTED BRICK VENEER ON S RAY WRAP WATERPROOFING 0� 8" CMU. PAINTED HARDI ARTISAN SIDING ON S RAY WRAP WATERPROOFING O ER OSB SHEATHING ON 2" SF 6" STUDS @ 16" O.C. I 10'-0" PLATE TOP OF WINDOW FIRST FLOOR FINISH GRADE artial north east courtyard elevation SCALE: 1/4" = 1'-0" NTED HARDI ARTISAN SIDING ON ?AY WRAP WATERPROOFING R OSB SHEATHING ON 6" STUDS @ 16" O.C. gTED BRICK VENEER ON SPRAY WRAP WATERPROOFING ON 8" CMU. 1 !' KE V I N E. M UL, L, I CAN PF1516N�r-l'i INC. No: DATE: REMSIONS: 'e �1� �eI� IAM NEW NOME F 0 P-" PHYL,L,15 & CHIP Tou5rly F_xTF_pioF This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. `lob No: 16215 Sheet No: Date: 111912011 Scale: 11411-11-011 nrnutn. A6 Checked: , ■ ■ METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. 10" SQUARE COMPOSITE COLUMN. m N GRADE 2'-0" TYPICAL METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. 2'-0" ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. CEDAR SHAKES ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 12 4 SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 1 Wall 56dio 1 A7 SCALE: 1/2" = 1'-0" 12 6r O SPRAY FOAM INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. � I 1/2" DRYWALL ON 2"x6" z STUDS @ 16" O.C. U- 0 R-19 FIBERGLASS BATT 0 INSULATION BETWEEN STUDS O 2'-0" DEEP FLOOR TRUSS (SEE STRUCTURAL) 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. SMOOTH FINISH ON 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. LL R-19 FIBERGLASS BATT Q INSULATION BETWEEN STUDS 0 a0 6 0 O 0 0 z Q U) O 0 Z_ p WOOD BASE - AS PER BUILDER SPECIFICATIONS. CL O � i SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. N 71N 0 METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. BRICK VENEER OVER 8" C.M.U.. 2'-0" N (PICAL LL Q 0 0 0 z U- 0 a O 12 6 105 2 Wall 5OCt10n A7 SCALE: 1/2" = 1'-0" "PRO FOAM" INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS WOOD BASE - AS PER BUILDER SPECIFICATIONS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. —IN 0 OFFICE COPY ■ MULLICAN I��.SIGNC`p, INC. C 9CC)4> Iq5-5579 NSW NOME For_ PHYL-L,15 & CHIP fou5rly X I OIC WALL 5F-CTION5 This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No. Date: -711912017 Scale: 1/ 211-11-011 Drawn: - Checked: , A� -SEAL ALL TYVEKo JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). *FASTEN TYVEKo TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS. (ex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. TYPICAL WALL CEDAR SHAKES WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS w/ R-19 BATT INSULATION 1/2" GYPSUM BOARD MINIMALLY EXPANDING POLYURETHANE FOAM OR ^r APPROVED CAULK .ft INSTALL TYVEKo FLEXWRAPTN (AROUND WINDOW RSO) OVER MOUNTING FLANGE. LAP WINDOW WITH TYVEKo & TAPE JOINTS. INTEGRAL MOUNTING FLANGE 2 winjow hoaj jetail A8 NTS METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1 "x 8" P.T. FASCIA BETWEEN RAFTER TAILS. ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARD[ BOARD 1" x 8" TRIM BOARD. 2'-0" N 'PICAL CEDAR SHAKES ON FINISH SPRAY WRAP WATERPROOFING \SMOOTH 1/2" DRYWALL ON 2"x6" OVER OSB SHEATHING ON STUDS @ 16" O.C. 2" x 6" STUDS @ 16" O.C. c METAL ROOF ON 2" x 10" TRIM BAND. GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON CONVENTIONAL FRAMING. (SEE STRUCTURAL SHEETS). L 2'-0" I " BRICK VENEER OVER 8" C.M.U.. 12 6F P.T. 1" x 6" T & G SHEATHING. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2" x 6" RAFTER TAIL PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO) WRAP TYVEKo INTO OPENING & TAPE TO SILL (ESP. @ CORNERS) USING TYVEKo FLEXWRAPT LAP & TAPE TYVEK AT JOINTS (UPPER SHEET OVER LOWER SHEET) FASTEN TYVEKo FLEXWRAPT-m CORNER USING MECHANICAL FASTENER INSTALL TYVEKo FLEXWRAP m AROUND PERIMETER OF OPENING CAULKING c TYPICAL WALL CEDAR SHAKES WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS w/ R-19 BATT INSULATION 1/2" GYPSUM BOARD K3 window sill detail A8 NTS 12 61 .... ..... . "PRO FOAM" INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONFECTIONS. 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS 2'-0" DEEP FLOOR TRUSS (SEE STRUCTURAL) 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES N ON STRUCTURAL MEMBERS AND CO NECTIONS. 1 wall 50dion A8 SCALE: 1/2" = 1'-0" N TYPICAL WALL WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS w/ R-19 BA IT INSULATION 1/2" GYPSUM BOARD COMBINATION BRICK FLASHING AND TERMITE SHIELD - NON CORROSIVE METAL OR 30 MIL PLASTIC. TYPICAL WALL MASONRY VENEER 1" AIR SPACE TYVEK HOMEWRAP 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS w/ R-19 INSULATION 1/2" GYPSUM BOARD BRICK TIES @ 24" O.G. (MAX. 2.67 SQ. FT. PER TIE) PROVIDE OPEN HEAD JOINT WEEP HOLES IN BRICK VENEER @ 33" MAX. SPACING. FILL SOLID WITH MORTAR. NOTE: CANTILEVER TRUSSES 6" AT GARAGE. METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1 " x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA S BETWEEN RAFTER TAILS. PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. BRICK VENEER OVER 6" C.M.U. AT GARAGE. GRADE 5.1 12 PRO FOAM" 61 1/ O INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING \ SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS.LL SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES Z, ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS Q 0 bo FINISH \SMOOTH 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. LL R-19 FIBERGLASS BATT Q INSULATION BETWEEN STUDS 0 bo SEE STRUCTURAL SHEETS FOR ENGI EERING NOTES oON STRUCTURAL MEMBERS AND CON ECTIONS. O 0 z Q O O WOOD BASE - AS PER BUILDER SPECIFICATIONS. 0 _z O 0 � WOOD BASE - AS PER BUILDER SPECIFICATIONS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES N ON STRUCTURAL MEMBERS AND CO NECTIONS. 1 wall 50dion A8 SCALE: 1/2" = 1'-0" N TYPICAL WALL WOOD FURRING TYVEKo HOMEWRAPo 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS w/ R-19 BA IT INSULATION 1/2" GYPSUM BOARD COMBINATION BRICK FLASHING AND TERMITE SHIELD - NON CORROSIVE METAL OR 30 MIL PLASTIC. TYPICAL WALL MASONRY VENEER 1" AIR SPACE TYVEK HOMEWRAP 7/16" PLYWOOD SHEATHING 2"x6" WOOD STUDS w/ R-19 INSULATION 1/2" GYPSUM BOARD BRICK TIES @ 24" O.G. (MAX. 2.67 SQ. FT. PER TIE) PROVIDE OPEN HEAD JOINT WEEP HOLES IN BRICK VENEER @ 33" MAX. SPACING. FILL SOLID WITH MORTAR. NOTE: CANTILEVER TRUSSES 6" AT GARAGE. METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1 " x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA S BETWEEN RAFTER TAILS. PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. BRICK VENEER OVER 6" C.M.U. AT GARAGE. GRADE 5.1 12 PRO FOAM" 61 1/ O INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING \ SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS.LL SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES Z, ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS Q 0 bo 2 wall 50dion A8 SCALE: 1/2" = 1'-0" KEV I N UL, PF1516NE-I?, INC. ■ EMMONS ■ "A� Ce1� [elm Cn7� NSW NOME. For_ PHYL,L,15 & CHIP T01_15F,y E�xTF-P,IOt? WA,L_ SF-CTIONS This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre— pared and publication thereof is expressly limited to such use. Job No. No: Date: 111912017 Scale: / 211-11-011 Drawn: Checked: , ■ O z_ O O H WOOD BASE - AS PER BUILDER SPECIFICATIONS. 2 wall 50dion A8 SCALE: 1/2" = 1'-0" KEV I N UL, PF1516NE-I?, INC. ■ EMMONS ■ "A� Ce1� [elm Cn7� NSW NOME. For_ PHYL,L,15 & CHIP T01_15F,y E�xTF-P,IOt? WA,L_ SF-CTIONS This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre— pared and publication thereof is expressly limited to such use. Job No. No: Date: 111912017 Scale: / 211-11-011 Drawn: Checked: , ■ (SEE GRARY OVER 5/8" EXTERIOR GRADI OR 7/16" O.S.B. ON PRE MANI G CONTINUOUS AL CONTINUOUS P. L�3 BEI HARDI BOAF HARDI BO SPRAY W OVE 2 METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON CONVENTIONAL FRAMING. (SEE STRUCTURAL SHEETS) P.T. 1" x 6" T & G SHEATHING. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2" x 6" RAFTER TAIL PAINTED HAF SPRAY " OVE 2 HARD[ BOARI HARDI BOf 1 wall 50d l on A9 SCALE: 1/2" = 1'-0" r_2interior elevation A9 SCALE: 1/2" = 1'-0" ■ ■ KF, V I N I,, M UL, L,ICAN P F�,SIGNL=Y, INC. < Dov -7 -4 >-.; s 7 -4 'No: DATE: REMSIONS: Ie1� Ce1� Ce7� NSW NOME PHYL,L,15 & CHIP rOUSF,Y E � 0 E�XTI�t?101, WALL 5F-CTION5 This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: Date: 711912017 Scale: Drawn: Checked: Al� E � 0 METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS) 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1 "x 8" P.T. FASCIA BETWEEN RAFTER TAILS. METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON CONVENTIONAL FRAMING. (SEE STRUCTURAL SHEETS). P.T. 1" x 6" T & G SHEATHING. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2" x 6" RAFTER TAIL BRICK VENEER OVER 8" C.M.U.. GRADE 12 61 2'-0" 'PICAL 2'-0" TYPICAL 12 61 U_ Q 0 00 (n LL O O ❑ ❑ z a O ❑ z_ O LL d O E- 3 12 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. SMOOTH FINISH ON 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. WOOD BASE - AS PER BUILDER SPECIFICATIONS, SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES N ON STRUCTURAL MEMBERS AND CONNECTIONS. 1 Wall 56dio 1 A9.1 SCALE: 1/2" = V-0" A9.1 SCALE: 1/2" = 1'-0" METAL ROOF ON GRACE WATER AND IC=SHIELD OVER 5/8" EXTERIOR G BADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). CONTINUOUS ALUMINU EAVE DRIP ON CONTINUOUS P.T. 1"x " NOSING OVER OPEN RAFTER TAILS. 5 COURSES OF P.T. 1"x6"T&GSHEATHIN�. P.T. 2" x 6" RAFTER TAI 1"x 8" P.T. FASCIA BETWEEN RAFTER TAI, S. 12 4 STAINED P.T. .T.1"x6"T&G PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. 10" SQUARE COMPOSI�E COLUMN s METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). CONTINUOUS ALUMINUM EAVE DRIP OP CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. BRICK STEPS 7IN GRADE METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2" x 6" P.T. BLOCKING BETWEENFRAMING, APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1" x 6" T & G SHEATHING. P.T. 2" x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1" x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. ALUMINUM DRIP ON HARDI BOARD 1" x 2" ON CROWN ON HARDI BOARD 1" x 8" TRIM BOARD. PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2" x 6" STUDS @ 16" O.C. BRICK VENEER OVER 8" C.M.U.. GRADE ik ,_0„ 'ICAL 12 61 3 12 LL lL Q 00 O z LL O d O 2 Wall 5OCtjon A9.1 SCALE: 1/2" = V-0" "PRO FOAM" INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS WOOD BASE - AS PER BUILDER SPECIFICATIONS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. KF, V I N 1�. M UL, L,ICAN PF1516NCI?, INC. U� [e1� /e1� U� NSW NOME F oP_, PHYL-L,15 & CHIP T01_15rly F_ XTF_ fel OF,, WnL_ L_ S�C1'IONS This drawing Is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pre- pared and publication thereof is expressly limited to such use. Job No: i171� Sheet No. Date: -7/ 91201-7 Scale. 1/ 2" -1' -0" Drawn: , Checked: A9,1 ------------------- I _ --I I WP , WP I I I I REG REG I I I I a, I I I / I I I I WP I I GFI I I REG C RE / orDI\ I \ o —i,1 SAB I \ GFI I \ ` GF DISP IDW LO — —Gi DPP --I I I I I \PENDATIT / I GEN DANT /01 = I GFI� I / RECD- — REG i , — .( REG \ / /a \ / V\ PH E / ABI / \ \ / IE=IF\REC RES/ \ Q \ GFI i \REC I REC/ RE G REFAN GFI \ LIGH I I I \ 1 1 \REC / / REG \ \ REC/LF \ 030 o —C\ \ O \REC / REV GFI 2 OVREG GFI \� GFI ¢ RE ENDAAIT PE DANT --------- ------------- ----- / -- --- eta -- ------ WF\ \� �� \ _ 'moi V REG \\ \\ // U WP �— — I \ z l� i z GFI REG �/ I \� ~~-- \�`�/ O REC / \ WP / AEC \REC AEC \ AEC/ PENDANT 140 I I \ y \ h IkE;__—` 00 REG f \ \ \ \ AEC REG i �ooR ATO LANDSCAPE A \ AE f / ! / l LIGHTING ��\ \ WP f/ r \ \ AES ' \REC \ f/ IkEC AEC //A` I 0 �►7/ / AEC AEC � '0 SPOT 1 \ RE \yf V'f Vv I \ PEND INT // / / I AB Vt'9RT \REC �R I / TO SWIT& \ ABOVE / � \-a// r TO LIGHTS AND SWITCH ABOVE _ i \TO OUTLETS FOR HOLIDAY LIGHTING - FIELD LOCATE WITH OWNER. x NOTE: PROVIDE ARC FAULT RECEP IN ALL BEDROOMS. PROVIDE CARBON MONOXIDE DETECTOR PER CODE. r a\ \ I \ \ RE 1 \ REG FAN \ _ LIG CO CE I I REG - �I I SCO14CE11 \\ \REC GFI \ � RE FAN LIGH / 0o I GFI `n/ i 2880 r-------1-------� ' ART ART ART I I \REC REG I--I-b- --- ,---- �:_`-I-�-`d- I /�ILO ( II U x NOTE: PROVIDE ARC FAULT RECEP IN ALL BEDROOMS. PROVIDE CARBON MONOXIDE DETECTOR PER CODE. r a\ \ I \ \ RE 1 \ REG FAN \ _ LIG CO CE I I REG - �I I SCO14CE11 \\ \REC GFI \ � RE FAN LIGH / 0o I GFI `n/ i FA r 1 WP \ SCONCE / / / I ,\ WP ICEC WP GFI \ \ . I.. _ x 2880 �l.V -6F+ ART ART ART ................. ART \REC REG \ TRACK LIGHTING / 0 .......................... JUNC110N COX I CAJL1 TV PHONF ..................... ART ART I I I 1 rN�I;M05W .......................... I I � II GFI @z ¢ II r \ REG -- — I I / ---Ir-- Gf+— � I ¢ o I II II I I I I co cv I I II II I I ZII I I T I I UNE IAB II I I I I II II I I I I I � I -T n II Q II 1 \ -_._JL- H II I F- � Q II I I I I ¢ 11 I I o U_ F- Q \ FA r 1 WP \ SCONCE / / / I ,\ WP ICEC WP GFI \ \ . I.. _ x Y C — — -FI- G �l.V -6F+ UNC% / CAB1 \ ................. \ \ \REC REG \ I:QqF0\ 0 .......................... JUNC110N COX I CAJL1 TV PHONF ..................... FHON� / r rN�I;M05W .......................... I I GFI @z 1 \ r \ REG -- — \tREC / Gf+— W — — — — D / --2-2@V — __GFf1 o AB CAB REG ..�� GFI --------— /' I — -, / / GFI I ----------/ ! I 1 ! 1 GARAGEEJOI ! I / I O gPENER I / I I--------- - - - - - - - - - - - -j I I I 1 I I I \ 1---------I.�I I GFIQ I I r l I I I r l I I I I_PULL DO N I I )GFII I I ATTIC S AIR I I I I I L --- F -J I I I I PROVIDE LIGHT I I I I AND SiVITCH IN I I GARAGE ATTIABOVE GARAGE DOOR I / I DOORI OPENER I / I OPENER I r--I---------I- I -- ---- I I I/T i i I I I I L---------� )GFI I I ICiFI / a GFI I '-� first floor eledrica Al 0 J SCALE: 1/4" = V-0" an OFFICE COPY KEVIN E. MULLICAN r"'. -1 INC. c �o� 774E25 KF, Y 8 - .. ... ... ..... 220 V(Xf OUtrr 220 ........................ WAr�FrFOOF OUTLSf wr 8 . ..................... ruOop ouuL F�oo� GfJ,OlnL f-44"AFF, aa" GFI ODU1- 44" A F.F, 44" OUuf 5POi ® . .. . .... .... .... I?�CF55�P INT P\IOp 5POr fTc ® ...... ................. 19TC�55Fn CAN 1166 wr ® ..... ...... ...... ..... 1'�CE55 12 WATE1'I'po0F FLOOD (} FI 001? L16K PFNPANt FFWANT FIXTU119F 5CONCF (�- WALL MOUNT[? FIXTUI?5 �. CNUN6 MOUNTI7 FIXTuI?r ........... FIXTUT� 2 TUBE FLUOkT5CFNT FIXTUI?� FAN/ 16ff PT\ -WI[T FOF CNUN6 FAN WITH L16K LI *.......................... �XNAUSr SAN WITN GNr ................... SWITCN 3 ................. 3 WAY 5WITCH a ............... 4 WAY 5WITCN .......................... P15CONN�Cr 5WIrCN 0 .......................... JUNC110N COX .......................... CAJL1 TV PHONF ..................... FHON� ® .......................... rN�I;M05W .......................... 5M(m rmcror No: DATE: REMSIONS: FAI [e7� 'I U� NSW NOME F OY� PHYL,L,15 & CHIP TOIJ5�y ■ PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pre- pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No: Date: 71191 201 � Scale: I/ 4''-l'-011 Drawn: V G AA A10 Checked: E All Second Boor docl,./rical. SCALE: 114" = 1'-0" KF -VW F-, MULLICAN PF-5I6NF'P1,,.j INC. K� Y 220 VOLT OUTLET azo WATT TWOr Otnj�T Wr root OUTLET FLOOR �a° Aff. CAN 94" 6 ......................... ODUT 5rof ® ...... .. . ............. MCF55En INTEI?IOIP, Tof VFC ............. .. ........ F�CF55Fn CAN LIGHT PFC VVP ® ......................... FTC�55Fn WATFPPPOOF F�oon F007 LIGHT PENnANf -¢. PFNPANf FIXTUPT SCONCE -�. ......................... WALL MOUW1? FIXTRIF -( OILING MOUN1En FIXTUPT 4 TUI3X FLUOPE5CFNf FIXTUpF 2 Uf MOFF5CENT FIXTurF PPF-WII'� FOP, MUM FAN WITH LIGHT LIGHT FXHAUSf FAN WITH UGH( SWITCH 3 WAY SWITCH 4 WAY SWITCH b15COWCf SWITCH Q ........................ JUNCTION C30X nCABLE TV 10, PHONF fHOW © _nVM05TAT ® .......................... 5maF Pn-�Cfor Ie1� FM� Le]� N� W HOME- F 0P-1, PHYL-L,15 & CHIP TOIJ5EY PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall �n be restricted to the original site for which It is pre- pared and publication thereof is expressly limited to such use. Job No: 16 -215 Sheet No: Date: 71191201-7 Scale: / 411-11-011 Drawn: U,K Checked: A ■ •asn yons o} pollwil Aissojdxa si ;oaJay} uoi}ooilgnd puo paiod —9Jd 81 }1 4014M JO; B}!s Ioul6l.io e44 o} pe}o!a}sei eq HOW 6wMoJp s!y} ;o asn ay,L � pedoid sit' uiowaJ lloys puo •uoollIny4 •3 uina>l ;o A}aadoud ay} puo eoin.ies ;o }uawnJIsui uo si 6uiMoap 8141 NVId -JOOd AAGno-� JHD 'S GIIIAHJ d0 -j KWON /WAN a I ■ �Cv7'�ON SNI "daNIASAQ NV -'D I I Irl VV a Nina ..o -,L = J71L :Aldus >r?� UpId jooj .HOMO! mew ------- II 11 11 �I 11 11 11 11 11 11 II 11 11 11 I� �I -------- ---- --------- \ WD O- 1- �, /I :uMoia :aepoS GIOZ /61 /G mwa :ON 1e94S 510-91 :ON qor •asn yons o} pollwil Aissojdxa si ;oaJay} uoi}ooilgnd puo paiod —9Jd 81 }1 4014M JO; B}!s Ioul6l.io e44 o} pe}o!a}sei eq HOW 6wMoJp s!y} ;o asn ay,L � pedoid sit' uiowaJ lloys puo •uoollIny4 •3 uina>l ;o A}aadoud ay} puo eoin.ies ;o }uawnJIsui uo si 6uiMoap 8141 NVId -JOOd AAGno-� JHD 'S GIIIAHJ d0 -j KWON /WAN a I ■ �Cv7'�ON SNI "daNIASAQ NV -'D I I Irl VV a Nina ..o -,L = J71L :Aldus >r?� UpId jooj .HOMO! mew ------- II 11 11 �I 11 11 11 11 11 11 II 11 11 11 I� �I -------- ---- --------- \ KEVIN E, M U1, L, I CAN PF1516NF, r_1,, INC. (90-4) -745 - 5 574 No: DATE: REVISIONS: W� U� NSW NOME F 0 P-1- & CHIP fou5rly 0 � 0 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall U or roof plan be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to R2 SCALE: 1/4" = V-0" such use. Job No: 16-215 Sheet No: Date: 111912017 OFFICE COPY Scale: „411-11-011 Drawn: P\ 2 Checked: -Pa�ay� r, � ­ 'wmw'u dOO 301jj0 GIOZ /61 mwa :ON 19e4S SZ -91 :ON qor •asn vans o} pa}lWll Klssajdxo sl IoaJay} Uol}Dallgnd puo paJDd —aid sl }l 4014M Joh a}ls loulblio ay} o} pa}olilsai eq 1104S 6UIMDJp sly} 10 asn ayl �t}Jadoid sly U!OUJaJ Iloys puo •uoo!Iin{N •3 ulna{ ;o A}Jado.id ay} PUD Gouges }o }uouinilsul uo sl 6UIMDJp s!41 NV I J 00001 AXGrlo,� JIH� 's GIIIAHJ d0_j KWON MSN 0 � 0 'DNI dAN!91GA(l NV-'Dll-]nW A NIAA�l .,0-,4 = „7ViL :Aldus £2� UpId J00i io/v\o - G �n 'DNI dAN!91GA(l NV-'Dll-]nW A NIAA�l .,0-,4 = „7ViL :Aldus £2� UpId J00i io/v\o - G