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HomeMy WebLinkAbout261 Big Spring Ter 16-816 New Construction SFHLOT 114 THORNEBROOKE 40's If DARLINGTON 2585 if ELEV. C GARAGE RIGHT TAYLOR MORRISON THORNBINDWOOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OYER 24 SUB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.14, 200 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 03-02-16 CREATED LOT SPECIFIC PLAN FOR LOT 114 IN THORN15ROY,P 40's, ELEVATION "C", GARAGE RIGHT W1 PLAN OPTIONS INCLUDING: FRONT DOOR GLASS INSERT, BONUS ROOM, DEN OPTION, CALIPOR41A COUNTERTOP, VPOCqT SLIDER VENT HOOD TO OUTSIDE, RADIANT BARRIER, SPRAY FOAM INSULATION AND M15C. ELECTRICAL OPTIONS. PLAN REVISIONS_ RECORD COPY REVIEWED FOR CODE COMPLIANCE 151--12"EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection GS,�ANFORD #16-816 DRAWING INDEX COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2AI -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN, DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3C1 -FRONT ELEVATION 3C2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 30 - FLASHING DETAILS 3C4 - FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL CONSTRUCTION NOTES.: C44AFTEIRB AND 6EC71M REFER TO FBCR,- DTH EDITION (2014) NOTE; ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT WAS AN R3 OCCUFMCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND 116 ATTIC AREA BY NOT LESS THAN 1/2 INCH 1121 mm) GYPSUM 50AFO APPLIED To THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/6 INCH (153 mm) TYPE N" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 16 A FLOOR -CEILINGS ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R. - 5TW EDITION (2014) 810235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBCR, - 5TW EDITION (2014) R103h] AND ASTM C 100. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 W 11 GAUGE NAILS HAVING A 1/16 INCH HEAL), OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F-5C.R. - 5T9 EDITION (2014) R103h2 AND ASTM C 126. PER FBLR 5TW EDITION (2014) R103k2J WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION-RES15TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MIN" OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP OCREED, PER F.B.C.R. 57H EDITION (2014) R103163 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR KRlEA13LE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE 1) PAPER. STUCCO APPLICATION AND CURING PER FS.C.R. 5TW EDITION (2014) R103h5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED MR ASTM C 1063-06 (1.1IAI THRU1.11.4.4) AT FRAMED WALLS TO DELINEATE ALAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 6F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16 Fr. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 To 1. A CONTROL JOINT SHALL M INSTALLED "IRE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE ONSIDERED AS CONTROL JOINTS. EGRE65: I. EACH BEDROOM MUST WAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND ROOF OMNINGS, 2. APPROVED CORROSION-RES15TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS MR 81038. WINDOW INSTALLATION: I. WINDOWS WALL BE INSTALLED AND FLAWED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. IvF" NUMBER CAD FILE W ISSUED 0 3. V1 ." NUMBER 26002.030 CAD RLE NAME LOT 114 7B ISSUED 03-02-16 REWSED ml x rn) DAVIS BEWS DESIGN GROVIP LW STATE SMMr EA6117 aMffiCVk. MORMA "M 813.9r2 5.1300 110. 813. 925. UM FAX VeWW"AVESEVVISCOM TAA4PA m nEZ4V&1L 0 SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. F490UIKD UNDERLAYMENT MR F -5 -CR - 5TH EDITION (2014) 890533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D WO OR ASTM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRI FLORIDA HIGH 0 c J 0 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Yash 15 DETERMINED IN ACCORDANCE WITH SECTION R301213 OR THE RECOMMENDATIONS 0 Iota) OF RAS 118,119 08 120. 0 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 6 a IL • 0 Oi (A 110, 24" HIGHER THAN THE ROOF OR RIDGE THAT 16 104" AWAY OR CLOSER Em lw� LLa TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN 50AW ALLOWED) IN COMPLIANCE WITH ASTM 0120, 01325, OR C1116 AND INSTALLED IN ACCORDANCE WITH (� h 0 0 QD z C4 2 'Or IvF" NUMBER CAD FILE W ISSUED 0 3. V1 ." NUMBER 26002.030 CAD RLE NAME LOT 114 7B ISSUED 03-02-16 REWSED ml DWELLING / GARAGE OPENINGS, THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (5LJ OR HONEYCOMB CORE STEEL DOORS NOT LE58 THAN 13/8" THICK OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS; PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE): I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED N ACCORDANCE WITH SECTION R9052b AND R9052hi 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4t12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH MIM P 226, TYPE I OR TYPE 11, "10 ASTM 1) 4869, TYPE 11 OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RM52,71, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 890521. CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R, - DTH EDITION (2014) RWD3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR rn) DAVIS BEWS DESIGN GROVIP LW STATE SMMr EA6117 aMffiCVk. MORMA "M 813.9r2 5.1300 110. 813. 925. UM FAX VeWW"AVESEVVISCOM TAA4PA m nEZ4V&1L ESE 19" DWELLING / GARAGE OPENINGS, THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (5LJ OR HONEYCOMB CORE STEEL DOORS NOT LE58 THAN 13/8" THICK OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS; PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE): I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED N ACCORDANCE WITH SECTION R9052b AND R9052hi 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4t12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH MIM P 226, TYPE I OR TYPE 11, "10 ASTM 1) 4869, TYPE 11 OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RM52,71, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 890521. CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R, - DTH EDITION (2014) RWD3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FIRSAITRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FFTH EDITION WHERE THE VmD 16 DETERMINED IN ACCORDANCE WITH 0 SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. F490UIKD UNDERLAYMENT MR F -5 -CR - 5TH EDITION (2014) 890533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D WO OR ASTM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRI FLORIDA HIGH c WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Yash 15 DETERMINED IN ACCORDANCE WITH SECTION R301213 OR THE RECOMMENDATIONS OF RAS 118,119 08 120. 0 CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE (A 24" HIGHER THAN THE ROOF OR RIDGE THAT 16 104" AWAY OR CLOSER lw� TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN 50AW ALLOWED) IN COMPLIANCE WITH ASTM 0120, 01325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SOWER AREAS, AND WALL PANELS IN SOWER AREAS. TERMITE PROTECTION: rvoo, I. PENETRATION. PROTECTIVE SLEEVES ARM PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE of CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SU131ERRMEAN TERMITE PROTECTION, T14E SLEEVE SWALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION I SPRINKLER SYSTEM RISERS FOR SPRAY AFADS, AND ROOF DOWNSPOUTS WALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER IBY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH MOCKS. GUTTERS WITH DOWNSPOUTS ARE REQJIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 m) HORIZONTAL PROJECTION EXCEPT FOR GABLE DO RAKES OR ON A ROOF A50YE ANOTHER ROOF. MECHANICAL AND HVAC; I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. Nt 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CMTF41CTIM OTHER APPLIANCES, OR MY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE WALL BE PROVIDED IN FRONT OF THE CONTROL SIDE To SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 426 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50YE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANLIFACTURER'S INSTALLATION INSTRUCTIONS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO MY BUILDING COMPONENT WILL OCCUR AS A RESULT a STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS, SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS of SECTIONS M14113. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM WALL BE DISCHAIRGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. • 2. EXHAUST AIR FROM BATW ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO MOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS WALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR IRW TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 MET (162 mm) FOR EACH 45 DEGREE (0.19 RAO) 5END AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) MIND. THE 0 r 25oz) MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, WALL BE PEF41ITTED TO BE IN ACCORDANCE WITH THE B006TER • FAN MA1J1r.Ar-T1I=V1A INSTALLATION ATIrjJ I1dA1VIr.TIr1JA 111UP99 A CLOTHES nPYPIP ROOMER PAN 16 INSTALLED P0 AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL WALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL MAR THE WORDS "THIS DRYER EXHAUST SYSTEM 16 EQUIPPED WITH A REMOTELY LOCATED 500STER FAN" 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN I%. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER a RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR C4RRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY CCVIAle%IA no rumam NOT RELATED TO TWE rf%vr-rTIeW eV mpvt, TWAT ARE MADE AMP THE FINAL PLANS WAVE BEEN COMPLETED SHALL BE SUBJECT To ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET FEY. 10-14-2015 0 777LE • COVER SHEET GENERAL N07E5 k1wou v 0 It., 0 I E-� 50 GAL W.H.i at L,� kv4I IL44/ itO i i ---� IIS'/FT. Y -M -r AIC PAD (SEE MECH. CONTIOCTOR -4 TAYLOR MORRISON USES BORA-CARE TO MAT THE MRIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * Eli PAVER DRIVE LEADWALK �J\LDING �A�,FQRD �FPAS�� #�16�516 k W DAVIS BEWS DESIGN GROVP r �o Ooao --=:g EST: 19% J W I 0a,�1� Lr y Jcm QN 00 N 0` -Coo 3�Ej m�� u.cy s � 1p 60 QiN PLATFORM ABV.`- '�� z�I° cn "' AGRYLIG � �� ON LANAI coj I LINE OF 3" STEEL II ��,I IL 31,011 PIPE FOR CONCRETE 9'-8" 31'-10111 r., - J 9'-1" 3'.g" BOLLARp ABV. 201.011 i ell \ /7� OF REF b i 1-011 ' I K AA PITCH 9L I CJ. 303 ---C --- --------------- ----�------------- --------- 116" 1 FC. ' PROVIDE WATER �� PITCH :t E Na ELEVATION}� LINE FOR ICE MAKER TO DRAIN J. /�Zb N !} 1 II `' LLI ~ gyp. J�LI NOTE: 2'-1' r ALL SLAB *W6� ARE AT 4Fi (UN.0) o i AIR "LERI'-3 2'•5" 18'-6" ell 314" CONDENSATION RAIN DBY PLUMBER Lie FROM I II 3 d1p ` I UPPER FLOOR PAVED 3/4" RECESS FOR ENTRY DR -- 11 I 4 " P.V.G. _ i 1 I m 4'-Z" 3'-Z" Z'-8" 13'-8" v ap I II 1 II I II 1 II I 1-011x3-0" AIG I CI,III v AD (SEE MECH, I I3'-811 19'-0" ONTRACTOR R LOC.? A—r- TILE SFIOG R I °' `" OPT. Y-8" —— — SEAT 1 `` F" REC1E85 DRYER �..` _ �- I I ( - 314" CONDENSATION 4" F.Y.C. DRAIN BY PLUMBER AU. �- ` 2'-0" " if, 1 I II ® IG I I IUASHER I I , s I I I I w n tLAV)-�, , ,IL JL _- WC— n�v - = -J- L ---J L— —J 811 CMA LABV. W. L,� kv4I IL44/ itO i i ---� IIS'/FT. Y -M -r AIC PAD (SEE MECH. CONTIOCTOR -4 TAYLOR MORRISON USES BORA-CARE TO MAT THE MRIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * Eli PAVER DRIVE LEADWALK �J\LDING �A�,FQRD �FPAS�� #�16�516 • JOB NUMBER 26002.030 CAA FILE NAME LOT 114 TB ISSUED 03-02-16 RENSEO k W DAVIS BEWS DESIGN GROVP r �o Ooao --=:g EST: 19% J W I 0a,�1� Lr y Jcm QN 00 N 0` -Coo 3�Ej m�� u.cy s � 1p 60 QiN f+ z�I° • JOB NUMBER 26002.030 CAA FILE NAME LOT 114 TB ISSUED 03-02-16 RENSEO SLAB INTERFACE PLAN GARAGE RIGHT �1�1111�� • T77LE • SLAB INTERFACE PLAN • SHEET 04 V z a DAVIS BEWS DESIGN GROVP 1+30 STATE STREET EMT • 77 S13 .925.1300 TEL 81.3.92'SI .1800 FAX W W WDAVrMEW&COM TAMPA • G3EIWE[ --=:g EST: 19% SLAB INTERFACE PLAN GARAGE RIGHT �1�1111�� • T77LE • SLAB INTERFACE PLAN • SHEET 04 V z a Q ^° -- THF41 EXT. WALL BELOW PRECAST LINTEL MAIMGAVCR AT 8'-0" AFF. VENT MICRO TO EXTERIOR LINE OF DRYSTACK LEDGESTONE REFER TO SHEET2A2 FOR MAIN FLOOR PLAN DIMENSIONS -LINE OF DRYSTACK LEDGESTONE 9'-4'• AFF. LINE ax DRYSTACK LEDGESTONE o � S3 co TYPICAL MASONRY .o C WINDOW SCHEDULE r ----i r----, I II II L--. J L 34"44" A1C 34116.011 A1C PAD (SEE MECN. PAD (SEE MEC44. CONTRACTOR C4NTRACTOR FOR LOC) FOR LOC) ^° -- THF41 EXT. WALL BELOW PRECAST LINTEL MAIMGAVCR AT 8'-0" AFF. VENT MICRO TO EXTERIOR LINE OF DRYSTACK LEDGESTONE REFER TO SHEET2A2 FOR MAIN FLOOR PLAN DIMENSIONS -LINE OF DRYSTACK LEDGESTONE 9'-4'• AFF. LINE ax DRYSTACK LEDGESTONE TYPICAL MASONRY C WINDOW SCHEDULE W SCAM STREET FAST iUiAR, MMM 3%77 8136.925.000 TEL 80. 925.1800 FAX W W W DAV15E3EVVSrZM TAMPA • VENVER O WINDOW WIDTHS /A Yj C � QD 2011 2111 31" 5311 jL �. WINDOW CALL -OUTS V' 26" 12 5H 112 32 SIS 22 5H 32 5H Y I'm y = 3T 0 13 SN 112 33 5H 23 SIS 33 5N z rt J 0 51" U 14 5N 112 34 SIS 24 SN 34 5H niZ 63" 15 5H 112 35 SN 25 5W 35 5N z � 26 5H 5H 12" 16 5N 112 36 S+� 36 G.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, w WINDOW SIZES AND INSTALLATION MAY VARY PER I--' MANUFACTURER AND SPECIFICATIONS. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE DUNG -5H, CASEMENT- CSMT, OR FIXED GLASS- Fa) ^° -- THF41 EXT. WALL BELOW PRECAST LINTEL MAIMGAVCR AT 8'-0" AFF. VENT MICRO TO EXTERIOR LINE OF DRYSTACK LEDGESTONE REFER TO SHEET2A2 FOR MAIN FLOOR PLAN DIMENSIONS -LINE OF DRYSTACK LEDGESTONE 9'-4'• AFF. LINE ax DRYSTACK LEDGESTONE FR 25002 03Q AMELOT 1l4 TL3-02-16 k w C r UoI)c W SCAM STREET FAST iUiAR, MMM 3%77 8136.925.000 TEL 80. 925.1800 FAX W W W DAV15E3EVVSrZM TAMPA • VENVER O � nh� /A Yj C � QD jL �. pQ 0-1 co 3�E<L Y I'm y rcm I,If h 2 40 z rt FR 25002 03Q AMELOT 1l4 TL3-02-16 • `• o `r 2 OW r ..h = «•• Qv©•� z isVIA�� J 0 V) ne, 0 1 HATCHING LEGEND s,�NFOR® O�pAF2`f���� INSt�I.ATE WALL - - � 81'6 --� �--- MAIN FLOOR 14(o rt 5F. • UPPER FLOOR 1414 SF. 25oD TOTAL LIVING 2 Be] SF. GARAGE 455 5F. 777.E • LANAI 139 5F. MAW FLOOR PLAN NOTES ENTRE' TOTAL 50. PT. 3540 5F. lie MAIN FLOOR PLAN NOTES GARAGE RIGHT • SHEET • DAVIS BEWS DESIGN GROVP W SCAM STREET FAST iUiAR, MMM 3%77 8136.925.000 TEL 80. 925.1800 FAX W W W DAV15E3EVVSrZM TAMPA • VENVER ---+�sa EST JW4 �=o— • `• o `r 2 OW r ..h = «•• Qv©•� z isVIA�� J 0 V) ne, 0 1 HATCHING LEGEND s,�NFOR® O�pAF2`f���� INSt�I.ATE WALL - - � 81'6 --� �--- MAIN FLOOR 14(o rt 5F. • UPPER FLOOR 1414 SF. 25oD TOTAL LIVING 2 Be] SF. GARAGE 455 5F. 777.E • LANAI 139 5F. MAW FLOOR PLAN NOTES ENTRE' TOTAL 50. PT. 3540 5F. lie MAIN FLOOR PLAN NOTES GARAGE RIGHT • SHEET • v k DAVISJ6 1 BEWS DESIGN GRM C r0 �o10a FSI: 19% o Jmh; m m r C4 Y L B jL 00Q 05� J C a E d m f 0:11=0 6 0r, r ---I r-----� L— —J L— _J -ml-All MAIN FLOOR P GSANFORD #16_g16 LAN DIMENSIONS X&E. 1/4" = 1'-0" GARAGE RIGHT • JOB NUMBER 26002.030 • CAD FXE NAME LOT 114 7B ISSUED 03-02-16 REVISED k DAVISJ6 1 BEWS DESIGN GRM C r0 �o10a FSI: 19% o Jmh; m m r C4 L B jL 00Q 05� J C a E d m 0:11=0 6 0r, Z cm 14 oil • JOB NUMBER 26002.030 • CAD FXE NAME LOT 114 7B ISSUED 03-02-16 REVISED • 717LE • MAIN FLOOR PLAN DIMENSIONS II 2A2 DAVISJ6 1 BEWS DESIGN GRM W SMM srnMr EAffr O1DSMAA, KDRM M77 813. 925. 000 TEL $13.925.1800 FAX W W W.DAIIffBEVVSCAM TAMPA • DOENVWL FSI: 19% • 717LE • MAIN FLOOR PLAN DIMENSIONS II 2A2 2030 TEMP. SH. HD. AT 1'-6" PROVIDE` PAN AND DRAIN UNDER AA.U. PLATFORM FID. AT 1'-S° * EGRESS CLEAR OPENING HEIGHTS IN DMLLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES AWYE THE FINISHED GRADE OR SURI"ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES AWYE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 18 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 5T4 EDITION (2014) 83122 WINDOW FALL MVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.CR - 5TH EDITION (2014) 83122 TYPICAL WOOD FRAME x a WINDOW SCHEDULE r Ooao WINDOW WIDTHS o 20" 24" 36" 48" WINDOW CALL -OUTS p Q :� R'owe N (.J 20" Ln 1818 Fix. 2018 FiS. 3018 FiG. 4018 F.G. = 24" U 1820 F.G. 2020 FiG: 3020 FjG. 4020 F.G. J 36" 1830 5H 2030 5H 3030 5H 4030 5H d Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H 60" 3: 1850 5H 2050 5H 3050 5H 40550 5H 1860 5H 2060 5H 1 3060 5H 4060 5H 12" to G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 8MANUFACTURER AND SPECIFICATIONS. z + REFER To FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CASEMENT- CSMT, OR FIXED GLASS- F.G.) FID. AT 1'-S° * EGRESS CLEAR OPENING HEIGHTS IN DMLLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES AWYE THE FINISHED GRADE OR SURI"ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES AWYE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 18 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 5T4 EDITION (2014) 83122 WINDOW FALL MVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.CR - 5TH EDITION (2014) 83122 • J09 NUMBER 0002.Q30 • CAD FILE NAME LOT 114 TB ISSUED 03-02-16 REVISED r • DAVIS BEWS DESIGN GROVP M SrA7E SrREEr E►sr ouom R, Roum mw 813.w2s .1300 TEL 813. 9W .1800 FAX W W W.DAV9MEWSrXW TAAAPA • OELVVEP- QR +�► Ak1•`1°,, r W N co *YP ILD 'o USANFORD X16-81�'= UPPER FLOOR PLAN NOTES SCALE: 114° = 1'.0° GARAGE RIGHT • T7TLE • UPPER FLOOR PLAN NOTES 1 • SHEET • x a r Ooao o C $C41. r m i ` 6 jL p Q :� R'owe N 6rL E a 6" 40 z12o • J09 NUMBER 0002.Q30 • CAD FILE NAME LOT 114 TB ISSUED 03-02-16 REVISED r • DAVIS BEWS DESIGN GROVP M SrA7E SrREEr E►sr ouom R, Roum mw 813.w2s .1300 TEL 813. 9W .1800 FAX W W W.DAV9MEWSrXW TAAAPA • OELVVEP- QR +�► Ak1•`1°,, r W N co *YP ILD 'o USANFORD X16-81�'= UPPER FLOOR PLAN NOTES SCALE: 114° = 1'.0° GARAGE RIGHT • T7TLE • UPPER FLOOR PLAN NOTES 1 • SHEET • UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT ` JOB NUMBER 28002.030 ` CAD RLE NAME LOT 114 TB ISSUED 03-02-18 REVISED R K w X-— DAVIS BEWS DESIGN GROUP C r� t?o�o O.J.la�Oil�W /� i W cq Oa i� fA � `L cft,°'' p Q C Ea:- Y C4 .c 6 Z��Y ` JOB NUMBER 28002.030 ` CAD RLE NAME LOT 114 TB ISSUED 03-02-18 REVISED R ��y�y11i11yY�•�. ••• VJ�`IIYY ` 79 UPPER FLOOR PLAN DIMENSIONS X-— DAVIS BEWS DESIGN GROUP 1511 STA`M STREET' F.Agr OT OWNt, RDR1i?A 34677 813.925.1300 TEL 813.925.18M FAX W W WDAV6BEV4&C0M TAMPA • CIEN ��y�y11i11yY�•�. ••• VJ�`IIYY ` 79 UPPER FLOOR PLAN DIMENSIONS STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASSTHROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-112 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE ,HANDRAIL MUST MEET TYK ONE OR TYPE TWO CRITERIA DPT. 8" TRAY CLG. IN MASTER SUITE �c UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL$ UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WI 1/2 INCH GYPSUM BOARD PER FBL.R - 5TH EDITION (2014) 83021 36" H. CONTINUOUS GRASPABLE LOW WALL 314" PL _ RAILING BEAM PECKING LINE OF 6'-8" MIN. BEAM HEAD CLEARANCE LPLOOR 1 2x STRINGERS 101D0° 42" H. (TYR) LOW WALL iF u I NOSING (TYP) STORAGE UNDER � 2x TREADS AND STAIRS `fi Ix RISERS (TYP.) 1 11 TREADS AT 10.00" EACH STAIR SECTION. RALE: V4" a 1'-0" (r - P. ARCHWAY SCALE: 114" " 1'-0" Gr, VERIFY SHIM AS POP-UP OUTLETS WQ,D k EST. 1494 I" CASING FAMILY ROOM 2x STUDS (PER STD. PLAN) BASE CABINET 146" O.SB. BACKING Ill" DRYWALL CALI. TOP SCALE- I!2" = 11.011 (r - P. ARCHWAY SCALE: 114" " 1'-0" DAMS BEWS DESIGN GROYP k EST. 1494 FAMILY ROOM N � of oj cm Loo as (r - P. ARCHWAY SCALE: 114" " 1'-0" 26002.030JCAD7RLE ME LOT 1]4 ]B 02-16 1. • DAMS BEWS DESIGN GROYP k EST. 1494 n° Q Jes N � of oj cm Loo 0 ��. m s� .m uin 00 z It 26002.030JCAD7RLE ME LOT 1]4 ]B 02-16 1. • ED/A,cORD TM�� #16-816 PLAN DETAILS— SCALE: 114" -- l' -m" GARAGE RIGHT • 2585 , •777LE • PLAN DETAILS tj • SHEETL L 2C .1 wommmmom • DAMS BEWS DESIGN GROYP Im STA`T'E STR mr EAST OU)MM,R pRM 39677 813.925.1300 TEL 813.9'2,.'4.1800 FAX W W WDAVMM"VVSZDCM TAMPA • nENVOL EST. 1494 ED/A,cORD TM�� #16-816 PLAN DETAILS— SCALE: 114" -- l' -m" GARAGE RIGHT • 2585 , •777LE • PLAN DETAILS tj • SHEETL L 2C .1 wommmmom • I V1" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FfNISH TEXTURED BANDING a 314" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT NSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FI3fP, - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FJ3.CR - 5TH EDITION (2014) R103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" I'-0" CLEAR OPENING HEIGHTS � IN DULLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.6.CR - 6TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.BC R - 5TH EDITION (2014) R3122 PLT. HT. _ 1'4' W. x V-0" H DECORATIVE FIXED SHUTTERS SECOND FF. LINE T.O.M. DECORATIVE CORBEL (SEE DETAIL) (TYP) 4" BANDING" RAISED FOAM BANDING (SEE DETAIL) 4" BANDING b" BANDING --_.r_ DRYSTACK--..._ LEDGESTONE (TiP) MAN FF. LINE GRADE LINE (ASSUMED) M 12 zSHINGLE 12 6 , i' ROOF ,*7 �` 6 GC. VERIFY 12 ,/ 1``•� ALUMINUM OVER 6I■ �SHfNGLE 2x6 SU13-FASCIA ROOF 12 (TYPICAL) /7 6 4" BANDING '--TEMP. DOOR SURROUND FRONT ELEVATION SCALE: 114" " P -O" all BANDING PLT. HT. BANDING ITYP.) DECORATIVE FIXED SHUTTERS 4" BANDING (TYP.) SECOND FF. LINE TAM. DECORATIVE CORBEL (SEE DETAIL)(TYPJ TEXTURED FINISH Y //—b" 13ANPING DRYSTACK LEDGsESTONE (TYP.) MAIN FF. LINE _ GRAD£ LINE (ASSUMED) G.C. VERIFY - ALL 13ANDIN63 AT STONE LOCATIONS 15 TO PROJECT 112" PAST THE FACE OF THE STONE #16-816 s " ELEVATION t'c GARAGE RIGHT • JOB NUMBER 26002.030 • CAD FILE NAME LOT 114 TB ISSUED 03-02-16 REVISED I'M 4 x TA.- DAVIS BEWS DESIGN GROUP C r Jloo �aG M STATE SMMr EAST C31.13AWA& RAM" W77 813.928.1300 Tm 813.9'1.8.1800 FAX VVWWnAVZBEVV&C0M TANWA • E>ENVE . Jjh� mNh Clog r LoOoLL CO3'4 L• 0 0�� Ecoo Y � ZJ I:fo �+ z��° • JOB NUMBER 26002.030 • CAD FILE NAME LOT 114 TB ISSUED 03-02-16 REVISED I'M • 777LE • FRONT ELEVA71ON DETAILS • SNEET3C1 �� • TA.- DAVIS BEWS DESIGN GROUP M STATE SMMr EAST C31.13AWA& RAM" W77 813.928.1300 Tm 813.9'1.8.1800 FAX VVWWnAVZBEVV&C0M TANWA • E>ENVE . • 777LE • FRONT ELEVA71ON DETAILS • SNEET3C1 �� • MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 - 4.88 SQ. FT. X 144 = 703 5Q, IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED . 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 1636.09 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. 1N. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / 50FFfT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. -----------------I -------------- - I I 4:12 6:12 I ------ -- 6:12 I I I I /I yjb I 1 I I I I I � 6:12 � 6:12 I I I I I i LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 528 SQ. FT. / 300 =1.76 SQ. FT. X 144 = 253 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.72 SQ. 1N. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 504.4 SQ. 1N. 110" THICK SAND FINISH KEYSTONE (F APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 314" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.BDR - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.15CR - 5TH EDITION (2014) R103b2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" . 1'-0" 07I X4 -------- I I I I I I I I I I I I I I I I 6-1Z 6:12 6:12 I I I I L------------- ----------- i LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =138 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 66 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.12 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 33.12 SQ. IN. ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. m AT HIP 333 7 (uxo) ROOF PLAN, rio J ''CIO SCALE: I/8" • P-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OF'ENNGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FaC.R - 5TH EDITION (22114) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FSC.R - 5T14 EDITION (2014) 83122 SECTION AA SCALE: 118" = 1'.0" 6 1jp �6 12 /SHINGLE 2 6 6p RoaF� PLT. HT_ .0000 LgN� ,m TTEMP. . LSTUGCO FINISH �o FINISH? '- # 1 SECOND FF. LINE SECOND FF. LINE _ 8� /Twul;eD TEMP. Q, FINISN7 f MAIN FF. LINE _ _ _ - _ - _ - _ - GRADE LINE 2nD' (ASSUMED) RETURN AT SIDES ��6 GIRDER SHINGLE x FFF] W _ROOF LJILI rio J ''CIO FS1:19% f LSTUcoco PLT. HT. Q wN�1 0 aoo LSwCO a C4 SHINGLE � L614INCsLE .j LSTUCCO � 12 �6 �7 SECOND FF. LINE _, FINISH 7 LID*" TAM. _ SHINGLE 12 FINISH 7 °' SECOND FF. LINE Zc v RDOF 8 _ SECOND_FF. LINE ROOF 8�� SECOND FF. LINE _ TAM. / TDM. _ -TEXTURED FINIS;I47 DRYSTACK ZTrXTUKD LEDGESTONE DRYSTACKI LEDGESTONETURN P SID):S --TEXTURED FINfSH 1—(IT -TEXTURED FINISH? FINISH?zo MAIN FF, LINE (TYP) GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/V =1'4' 6 12 4ONGLEROOF 12 126 �p �— SHINGLE PLT. HT_ ROOFPLT. HT. _ 61 STUCCO FINI5H7 SECOND FF. LINE 4© SHINGLE 8' 7 _SECOND FF. LINE ROOF TAM.~` TAM. _ TEXTURED c FINISH i a FINISHI2ED MAIN FF. LINE _ Tom. MAN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION. SCALE: IIS° -1'4' 12 �6 6 I,, ZSHINGLE __..r �6 r E ROO7 PLT. HTS - - -- - - f RIGHT ELEVATION SCALE:1/6" - 141 LINTEL #16-516 WILD/Nc SANFO�U O�pgR`rM��I ELEVAEIO 'C' GARAGE RIGHT x FFF] W DAVIS BEWS DESIGN GTkOVP LJILI rio J ''CIO FS1:19% f LSTUcoco Q wN�1 0 aoo LSwCO a C4 .j LSTUCCO b p3 co FINISH 7 LID*" FINISH 7 SHINGLE 12 FINISH 7 °' SECOND FF. LINE Zc v RDOF 8 _ SECOND_FF. LINE ROOF 8�� SECOND FF. LINE _ TAM. / TDM. _ ZTrXTUKD z' DRYSTACKI LEDGESTONETURN P SID):S --TEXTURED FINfSH -TEXTURED FINISH? FINISH?zo Zn (TYP) MAIN FF. LINEAOJ _ _ _ _ _ _ _ _ - - _ MAIN FF. LINE GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE:1/6" - 141 LINTEL #16-516 WILD/Nc SANFO�U O�pgR`rM��I ELEVAEIO 'C' GARAGE RIGHT JOB NUMBER 26002.030 " CAD RILE NAME LOT 114 TB ISSUED 03-02-16 REVISED x FFF] W DAVIS BEWS DESIGN GTkOVP rio J ''CIO FS1:19% f -itohg Q wN�1 0 aoo a C4 .j o �m p3 co m06 liI ; al .c0 010 Zc v JOB NUMBER 26002.030 " CAD RILE NAME LOT 114 TB ISSUED 03-02-16 REVISED • TITLE " SIDES AND REAR ELEVA 710NS ROOF PLAN DETAILS BUILDING SECTION • SHEET • DAVIS BEWS DESIGN GTkOVP L'S0 SCAM STREBI' E065r CU08Mt.RCaMA 31677 813. '517.5 .1,300 TmJ 813.92.5.1800 FAX WWWDAVBBEVV.00M TA 4P.A • LDE %f%fEP_ FS1:19% f • TITLE " SIDES AND REAR ELEVA 710NS ROOF PLAN DETAILS BUILDING SECTION • SHEET • gj,4 2 _ Q Q= Q • TITLE " SIDES AND REAR ELEVA 710NS ROOF PLAN DETAILS BUILDING SECTION • SHEET • - . 7 MATERIAL PER '\TIONS WITH APPROVED RLAYMENT (REFER TO !R SHEET) NGINEERED ROOF SES AT 24" O.C. ICANE STRAP PER FRAMING PLAN BUILDING WRAP TO GG OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING BRG. HGT. DRIP EDGE ASCIA :D ALUM. SOFFIT rH & EXT. FINISH )OW FLASHING AS REQ'D /INDOW TRIM )ER TYPICAL WINDOWAND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6" USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" / 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND I; CAULK/SEALANT OR SOLDER I 1 BETWEEN PAN FLASHING AND DECK FLASHING. Ljli EXTERIOR FINISH PER BUILDER -7 WATERPROOF MEMBRANE ° 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY D gAF" EXTERIOR SHEATHING FOLD UP WEATHER �R RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 'a„��1"G C FOR OPTIONS) 5•� 0 �.] .,,. oR �-CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS .% 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING -� [` WEATHER j RESISTIVE 1 BARRIER TAPE WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE (ASSEMBLED WINDOW) FLASHING '.� 2 r r FLASHING DO NOT FLASH / OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE -1N INSTRUCTIONS: EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S,B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7116" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER: ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER- LAI?PED O" THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOWAND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. # 6 - 8 1 6 g1.ylLp��C SANF'ORD Al FLASHING DETAILS N.T.S. J09 NUMBER 26002.030 CAA FILE NAME LOT 114 78 ISSUED 03-02-16 REVISED K w DAVIS BEWS DESIGN GROW C 1550 SMM Gr'R.»r EAgr arnsnM, R=M 3077 so. 925. 1300 TEL 818.925.1800 FAX WWWDAVMBEVrSjC0A4 TAMPA . nE %W J 100 o IQ 0 L > jcm it Lo j . o 0 Mg -0 -3c° E0 rL i !,� r:m CQ 0F. +1� Z c �'t J09 NUMBER 26002.030 CAA FILE NAME LOT 114 78 ISSUED 03-02-16 REVISED FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROW 1550 SMM Gr'R.»r EAgr arnsnM, R=M 3077 so. 925. 1300 TEL 818.925.1800 FAX WWWDAVMBEVrSjC0A4 TAMPA . nE %W ESI: 1994• FLASHING DETAILS • SHEET • TEXTUR FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WM VEEP SCREED TEWINATE SELF ApHESIVE FLAS141% AT LMER NOSE OF mjlwh. SELF ADHESIVE FLASHING MASONRY BLOCK FALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° " • SELF -ADHERED FLASHING r a •° r r NAILING FLANGE DO NOT FLASH OVER —� .' r BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING WEATHER RESISTIVE /— BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN –� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING - 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB S". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR – 3/4'-1"BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING r r SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED -- FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ASPHALT SEALANT: EXTEND MIN. OF S" OUTSIDE OF FLASHING GALV. MTL. 'L' FLASHING ..'+iia '•,ka:.�x'+;.:Sa: DIVE ER FLASHING �:•>••?� DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH w K HOLD EXTERIOR .w., to .1%! ,al AnMwAKti D, FINISH2"ABOVE • i~ f a P A A r � ROOF i;� I I Il '' c;"; ,M.K.F: ;a"I "tom I t �a".;"•'�':1':L'' FLASHING ' :w i.'.� SwM1. ,i'ti ri5 :L .�,7'•'`sY"r" � �". MS'S .•:S.Y>nity,",�`;yr;•4ia� CAULKING a.. A y, y4 "y ,"" "'' `:"i:•. K * K " k++,w k}r' itYn,. " SyKi'iy.;�:y,:• 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT:. EXTEND MIN. S" ABOVE FLASHING -1 r�- - _ $ TO 12" – PER PLAN SPEC'S. GALV. V FLASHING TYPICAL. —ROOFING FELT `""~—DRIP EDGE � FASCIA FIGURE 3: CORNER DETAIL INSTALL SELF ADHERED FLASHING JAMB & HEAD FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 60 VERTICALLY FROM BOTTOM OF THRESHOLD (O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS " INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT — SLOPE 0.3 In :12.0 In (0.8 cm : 30.5 cm) -- SELF -ADHERED FLASHING EXTERIOR —CEMT. FIN. BUILDING PAPER r— WIRE LATH J SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER TRUSSES AT 24" O.0 FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES ° SHINGLE PER ° CONTRACT goo ?1c°1 TyF�•1, q iNa� ° F9 9� C Spr2 ���(�� Ltisy cok11 p�c� WALCAL ROOF TO ,y���,a �N � ��, L FLASHING DETAIL q>, T10 ���,�� mug s c°U �, �os� ZN" tis RAKE METAL 10 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE —CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL —14" 2 ' 7, FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, ROOFING SYSTEM 1S CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 6 8" 8" 8" 8" 8" 11. 3�m SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 316" MIN HEADS. S PER SHINGLE. CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 71W CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT (,FLAMATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/116'03.113. SHEATHING NGE METAL FLASHING 31/2° UNPERFORATED 718" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING r CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: `- THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST METAL FLASHING —`fG�i�: '7 ,01 a N 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING -KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED TEXTURED, PAINTED iC x DAVIS BEWS DESIGN GROVP 100 r. Uo�a r1 � WALL FINISH ASPHALT BASED :TAS (EXTER. ` ` ° E :IED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED N MIN: 3:12 SLOPE FLASHING CONT. 6I�QI h Z BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY z MINIMUM OF 6' ABOVE SHINGLES w s VERTICAL RISE OF .,� co FLASHING AT KNEEWALL 6"X18"HGALV. ru_ FLASHING CONT. iv SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF -FLASHING TRUSSES AT 24" O.0 FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES ° SHINGLE PER ° CONTRACT goo ?1c°1 TyF�•1, q iNa� ° F9 9� C Spr2 ���(�� Ltisy cok11 p�c� WALCAL ROOF TO ,y���,a �N � ��, L FLASHING DETAIL q>, T10 ���,�� mug s c°U �, �os� ZN" tis RAKE METAL 10 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE —CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL —14" 2 ' 7, FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, ROOFING SYSTEM 1S CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 6 8" 8" 8" 8" 8" 11. 3�m SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 316" MIN HEADS. S PER SHINGLE. CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 71W CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT (,FLAMATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/116'03.113. SHEATHING NGE METAL FLASHING 31/2° UNPERFORATED 718" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING r CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: `- THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST METAL FLASHING —`fG�i�: '7 ,01 a N 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING -KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.030 CAA FILE NAME LOT 114 TO ISSt1ED 03-02-16 REVISED • iC x DAVIS BEWS DESIGN GROVP 100 r. Uo�a r1 � 0 .3 2i0) a , 2 Jw ` ` ° E �' 4r O DCO 3�E c 6I�QI h Z JOB NUMBER 26002.030 CAA FILE NAME LOT 114 TO ISSt1ED 03-02-16 REVISED • •` 6T •'ow -0 `• * N coo INSTALL M EDGE OF * � ..,� ` aD N SLAB WEEP SCREED Q1tl(_ 0:: cue �t FINISH FLOOR – ww � 0: � OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED F 1 1 1 1 %01 ♦V Y l \V,... 4r I FLASHING DETAIL SELF ADHERED FLASHING OUTSIDE CORNER WALL PER PLAN ATERIAL PER ONS WITH APPROVED 6" AYMENT (REFER TO SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.G. PAST EDGE OF ROOF TYPICAL ROOF TO 0 rvol Z SELF -ADHERED FLASHING PATCH )HERED FLASHING F�0 >7 0 J • • 5"x5" METAL FLASHING 2585 w/TAR BETWEEN FLASHING AND SHINGLES —aO�pEa>LA! I 1 WALL FLASHING DETAIL PLAN VIEW #16`a1� FLASHING OETAILS N.T.1 SgNFOR® THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. • 777LE • FLASHING DETAILS • II 3C4 II DAVIS BEWS DESIGN GROVP 130 STATE SiREEI' EAST O[DWANtt RA=DA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAV115HEV#SCZM TANWA • nE qNq R r1 � •` 6T •'ow -0 `• * N coo INSTALL M EDGE OF * � ..,� ` aD N SLAB WEEP SCREED Q1tl(_ 0:: cue �t FINISH FLOOR – ww � 0: � OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED F 1 1 1 1 %01 ♦V Y l \V,... 4r I FLASHING DETAIL SELF ADHERED FLASHING OUTSIDE CORNER WALL PER PLAN ATERIAL PER ONS WITH APPROVED 6" AYMENT (REFER TO SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.G. PAST EDGE OF ROOF TYPICAL ROOF TO 0 rvol Z SELF -ADHERED FLASHING PATCH )HERED FLASHING F�0 >7 0 J • • 5"x5" METAL FLASHING 2585 w/TAR BETWEEN FLASHING AND SHINGLES —aO�pEa>LA! I 1 WALL FLASHING DETAIL PLAN VIEW #16`a1� FLASHING OETAILS N.T.1 SgNFOR® THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. • 777LE • FLASHING DETAILS • II 3C4 II FLOOD LOT W/ MOTION SENSOR /i < /> I ST. LIGHT FAILY ROOM. �`-�. FOR O PtOFt. MT. </ 1% FAiNIt.w LANAI U. VERIFY . �0,11 / SDUIID ,I Q' N FAMILY I= I CFI. SD � - -� e ROUGH -N ' C% FOR OPT. � \1 FANILKHT � I I �. MASTER SUITE JJ W.P. GFJ. II II L L---� FLOOD LIGHT W/ MOTION SENSOR AIC DISCC$K M. BATH MAIN FLOOR ELECTRICAL PLAN. c�OF uINO� 410 ALU, CABLE I PENDAINr . (VERIFY AIC DISC. LOCATION) Q Ja"Oil�ap DINING M 1 W <iinL20 v.J L J ac. VERIFY UNDER, CABINET VETLT MICRO MICI�iOWAVE LKoHTRrIG TO EXTERIOR OUTLET +14'-1 FOYER \ PI�TYS'IT . ---•-� (VERIFT 1 1> FOR OPT. </ J FAN/LKaFIT DEN W.P.VI -- I GF.I. FOR TJJ',G. SERVICE COACH LOT PANEL 200 AJ IP AT 4611 ELEC.IRRII& W.I. AT 4s C„C, VERIFY LOCATION OF DEDICATED FREEZER OUTLET M GARAGE AT 40' GARAGElei V i I 1 Li 11 / I PUSHOUTTON FOR I G.D. OPENER COACH GFJ. AT 4V GF1 W/ OPT. AT 46' LIGHT CFM. FLOOD LIGHT V MOTION SENSOR / ENTRY I GC. vERIFY OAV IN NON WET AREA ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY Wl APPLICABLE PROVISIONS OF TW NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. C%C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * ELECTRICAL IKEA' 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COATER WiP. WI AVERPROOP DUPLEX OUTLET WaFL GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 HALF -SWITCHED DUPLEX OUTLET i, SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 3-4 FOUR-WAY SWITCH D: DMR SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 FECESSED fNCANDESCENT LIGHT FIXTURE - � LIGHT FIXTURE WITH PULL. CHAN •jam TRACK LIGHT m4�E:3 FLUORESCENT LICIT FIXTURE q EXHAUST FAN EXHAUST FANILIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) @ CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR �i SMOKE I CARBON MONO. COMBO DETECTOR FQ tEL1=PH01 (OPTIONAL) ® TELEVISION (OPTIONAL) (Zr TWRMOSTAT OM ELECTRIC METER J� ELECTRIC PANEL -�j DISCONNECT SWITCH (8) SPEAKER (OPTIONAL) <1 1 ROUGH -N FOR OPT. CEILNG FAN <n CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Ulu G l ROUGH -N FOR OPT. CEILING FAN NOTES, 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFJJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 MOW INDICATES. 2, UNLESS 01WRWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISHED FLOOR SWITCHES ... 42' OUTLI: fS.....14' TELEPrM.. 34" (WINLESS ABV COUNTERTOP) TELEVISION.. J4' 3. ALL SMOKE DLEIECrORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND N5TALL LOCALLY CERTIFIED SMOKE DETECTORS. * ALL BA AND 20A RECEPTACLES N SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOTS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFLJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2011406.12 AND 406.13 5. ALL FTA AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFLJ. PROTECTED (GFJ). b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN DILL COMPLIANCE WITH NFPA.10, NES. 2011, PBL.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNAJNCES. I EVERY BUILDNG HAVNG A FMIL-FUEL-BURNNG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPNG PULS. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER PROM THE BUILDING WIRING 00 SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SM010CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. SANFopo #16-816 GARAGE RIGHT 410 ALU, CABLE x MAN DISCONNECT METER Crw J0�O AIC DISC. COMBO - SQUAM D Q Ja"Oil�ap M 1 W TYP. h4 AND X12 COPPER TO RIR TO FLOOR PLAN FOR NOTED MAN DISC. INSIDE LOTS AND OUTLETS AMPS. REG UIRED o0 Q d PAIL X10 COPPER TO J c WATER WATER _ c �QQ75 '8 COPPER TO RANGE SERVICE BY IL OWER PCOMPANY +4 COPPER TO 5V GROUND ROD ALSO SERVICE TO BE BONDED r0 FooTNG STEEL. ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY Wl APPLICABLE PROVISIONS OF TW NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. C%C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * ELECTRICAL IKEA' 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COATER WiP. WI AVERPROOP DUPLEX OUTLET WaFL GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 HALF -SWITCHED DUPLEX OUTLET i, SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 3-4 FOUR-WAY SWITCH D: DMR SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 FECESSED fNCANDESCENT LIGHT FIXTURE - � LIGHT FIXTURE WITH PULL. CHAN •jam TRACK LIGHT m4�E:3 FLUORESCENT LICIT FIXTURE q EXHAUST FAN EXHAUST FANILIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) @ CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR �i SMOKE I CARBON MONO. COMBO DETECTOR FQ tEL1=PH01 (OPTIONAL) ® TELEVISION (OPTIONAL) (Zr TWRMOSTAT OM ELECTRIC METER J� ELECTRIC PANEL -�j DISCONNECT SWITCH (8) SPEAKER (OPTIONAL) <1 1 ROUGH -N FOR OPT. CEILNG FAN <n CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Ulu G l ROUGH -N FOR OPT. CEILING FAN NOTES, 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFJJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 MOW INDICATES. 2, UNLESS 01WRWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISHED FLOOR SWITCHES ... 42' OUTLI: fS.....14' TELEPrM.. 34" (WINLESS ABV COUNTERTOP) TELEVISION.. J4' 3. ALL SMOKE DLEIECrORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND N5TALL LOCALLY CERTIFIED SMOKE DETECTORS. * ALL BA AND 20A RECEPTACLES N SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOTS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFLJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2011406.12 AND 406.13 5. ALL FTA AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFLJ. PROTECTED (GFJ). b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN DILL COMPLIANCE WITH NFPA.10, NES. 2011, PBL.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNAJNCES. I EVERY BUILDNG HAVNG A FMIL-FUEL-BURNNG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPNG PULS. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER PROM THE BUILDING WIRING 00 SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SM010CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. SANFopo #16-816 GARAGE RIGHT JOB NUMBER 2600,E 030 CAD FILE NAME LOT 114 TB ISSUED 03-02-16 REVISED 2585 x Crw J0�O -�-� 1;57:1494 Q Ja"Oil�ap M 1 W .fl�'�M a ire ? JC L. L. W o0 Q d J c Y C4 E _ c �QQ75 IL Z N i 1* JOB NUMBER 2600,E 030 CAD FILE NAME LOT 114 TB ISSUED 03-02-16 REVISED 2585 DENVER -�-� 1;57:1494 0 w 0 mo (mr) �c � o �o o� = DAVIS BEWS DE5ICGN GROW L50 5TA`I'E 517tEE+I' E/►51' OL[�BfNAR, MMM W77 $13.42s .130o zEt. 813.42.5.18!10 FAX 'WWW.DAVLSBEWS�CC7M TAMPA 0 >7 0 ,ou • 77TLE • MAIN FLOOR ELECTRICAL PLAN rr k K LIGHT Gr. VERIFY CAT 5 LOCATIONS C4 VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED ELECTRICAL <E'r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE aXKMR �oiP. uEAT+IERr�ROOF DUPLEX OUTLET W.F.L GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH IID DWER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT L104T FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) E7 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CAIW?UON MONO. COMBO DETECTOR KII 'TELEPHONE (OPTIONAL) ® TELEVISION (OPTIMAL) p THERMOSTAT ELECTRIC METER ELECTRIC PALL DISCONNECT SWITCH (� SPEAKER (OPTIONAL) �1> ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED INICANDEOCENT LIGHT FIXTURE W/ v ROUGH -IN FOR OPT. CEILING% FAN NOTES, 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INMRIE :T89 (GFJJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42' OUTLETS ..... 14' TELEPHONE.. A` (UNLESS ABV COUNTERTOP) TELEVISION.. JO 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKLIT? PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETE n 4. ALL BA AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING RD", LIVING RD", PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFLJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL PTA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GR.C.I. PROTECTED (GU 1) 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN !ULT. COMPLIANCE WITH NFfA.10, NE.G. 2011, I= - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY 15UILDINr* HAYWs A FMIL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR M ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPNG PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM Tit BUILDING WIRING 00 SUCH 9UIRMG IS SERVED FROM THE LOCAL. POUTER UTILITY. SUCH ALARMS SHALL HAVE BAKERY BACKUP. COMBINATION SMOGE/CARBON MONOXIDE ALARMS SHAU. BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ,v1LD/NC SANFORD #16-816 UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT ' XQ NUMBER 25002.030 ' CAD RLE NAME LOT 114 7B ISSUED 03-02-15 REWSED 2585 x C ra J 0 J co G 2M �► Yf r • 00 co E0-1 U.wWdo 4d 6$ W� Z�l ' XQ NUMBER 25002.030 ' CAD RLE NAME LOT 114 7B ISSUED 03-02-15 REWSED 2585 Q W YDAVIS �e.A.�Mf fBOcEWnCS DESIGN GROVP O 5iA`E SIP EA S T p17fiAR„ HARIIA 677 $13.925,1300 TE 83.923.1$0FAX WWWDAti28EW&CZM TAMPA • CY) oENVEZ ESl:94 0 OmO037O >70 i�m Ilie oilmmomm 77RE • UPPER Et00R ELECTRICAL PLAN4B HEET • S • GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIALSHEET WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" SHEET TI"T"LE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES EFFECTIVE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP#2 TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL BLOCKING w/(3) 12d TOENAILS EACH END. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S1 f ' I STRUCTURAL RAL NOTES MINIMUM G50 ZINC COATING 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM S2 FOUNDATION PLAN THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 2. STRAPSICONNECTORSUBSTITUTION S3 DOWEL PLACEMENT P LAN BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SDERVICESPRESERVATIVE WOOD TREATER. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND /OR (4)BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 6 4/14/2015 OF PRESSURE TREATED WOOD. A S4 FIRST FLOOR FRAMING P LAN CAST IN PLACE CONCRETE PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS S4.1 NOTES & CONNECTOR LEGEND 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR -112" ALL THREAD wl WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE S4.2 ROOF FRAMING PLAN AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12 TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 CONFORMING TO ASTM A-6151 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL P LAN WWF WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR S D � FOUNDATION DETAILS HE 6SF BERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, S D2 GENERAL DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD S D3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Win' U.N,O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-112", GROUT FILL FIRST (3) COURSES AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS Ft = 1500 Ft = 1700 Ft =1500 STRUCTURAL STEEL S D 5 TWO STORY DETAILS 7. SLABON GRADE, RNFORCEMENTSHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS E3 CENTER TO UPPER THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF Fcj - 900 Fc JL = 900 Fc j = 450 - 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D6 TWO STORY DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. CONDITION U.N.O. ._ . 2. STEEL BOLTS LESS THAN ONIE-HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAYTILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) UPDATES 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE LIVING SPACE IS ABOVE THE GARAGE. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF 3. MINIMUM 7116" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES; TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: MASONRY WALL CONSTRUCTION A)FLOORS= 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD CREATED ELEV. A B C AND ELEV A WITH BONUS CONFORMING TO ASTM C90, vv/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF 1 5/9/2014 ' PSI (fm =1900 PSI) E)BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. H STRUCTURAL ENG: WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". A)FLOORS = 15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF 0 SIZE OF 318" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 3 12/18/2014 CREATED ELEV. C W/ BONUS - TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA TRUSSES RECOMMENDATIONS FOR MIN 7116" OSB SHEATHING QC CHECK: CC PLACED IN CENTER OF MASONRY CELL W/ MIN 112" CLEARANCE TO INSIDE FACE. -MIN 2x SYP#2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP#2 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL BLOCKING w/(3) 12d TOENAILS EACH END. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES .AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/(3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 2. STRAPSICONNECTORSUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS wl STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND /OR (4)BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6 4/14/2015 2X12'S MAY USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT LATH STRIP OR CAVITY CAPS IMAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST -112" ALL THREAD wl WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12 TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED AIC CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 O DAYS AND NO ("T" BRACING MAYBE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS„ GC TO ADEQUATELY VIBRATE THE FILLED CELL Wl 12d TOENAILS REQ'D. EXT, SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD'WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 314" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES .AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w1 COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPSICONNECTORSUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS wl STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -112" ALL THREAD wl WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1l2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL REQUIRED. REFER TO SECTION R301.2.1.2 OF THE -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Win' U.N,O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-112", GROUT FILL FIRST (3) COURSES m IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-112", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc III= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE © STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy Fcj - 900 Fc JL = 900 Fc j = 450 - 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 518" DIA. c� TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 518" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. %6" UNO. 3. MINIMUM 7116" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES; TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. WI (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION SPRAY -ON FIRE PROTECTION. R ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE S P A 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12 7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-)VALUE DENOTES SUCTION AREA 0 0 et (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+} 20.2 (+} 20.2 20 (-} 22.0 -} 26.4 {+) 19.0 (+} 19.0 50 (-} 20.8 (-} 23.9 100 (+) 18.0 (+} 18.0 - 1 g.8 - 22.0 GARAGE DOORS Y-0" x T-0" 16'-0" x 7'-0" + + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 Fa 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5, INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �VILDINc SANFORD 6 TF i ' z O Z © fY F- V w W W Q U Z J m LLI D � © M����ililiJf,� °�1 fir,' • a: y LLw ° s� V aV6 alki 14 Sc J LL d ��.���Illllt Ooe w U, Z n x d 0. M . «: W Z CL d J� C) ILL O :z:O Z O d a L NLLJ Z � � V 0 Z-15 ���t V w r z. z� O _j UU G1 •.• a Z F- r w F- _J z NEI O w Q W LU 0 _ U ...�� Z zu �..._� 0 Z O 0 et 11 ❑ T Z 0r Z Z O z J O J F_ 0� 1 2 Q GoQ 04 m © PW -_ c� W ©Z w p I -2N 11 cn 12- W a: H STRUCTURAL ENG: CFG / BAD O DRAFTING: 0 -STRUCT: AML U) QC CHECK: CC Z JOB No. TM - 2151807 w O_ SCALE: AS INDICATED W W DATE: 03/03/16 W cn C? m r) �r CL U IF1 S2 BOLLARD DETAIL ROUND TOP; TROWEL SMOOTH PRIME PIPE W/ RUST INHIBITIVE PRIMER AND FINISH PER BUILDER DIRECTION 6" SCH. 40 STEEL PIPE FILLED W/ 2500 psi CONCRETE SLAB PER PLAN 2500 psi CONCRETE BASE FOR EMBEDMENT TREATED SUB -GRADE PER SPECIFICATIONS 3/8"=1'-0" FOUNDATION PLAN FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. 3, VERT.#5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND Q EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9, NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION, GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS , AND LAP SPLICE. SEE DTL MF09 AND MF10 ON,5D1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE, SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED, ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSR 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE /� 60"x60"x16" dp w/#5's EQUALLY SPACED EA. C 5� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SYMBOLS LEGEND s W J �C N Z W 0 N UjG et O 0 N Z ❑ V W W t W d U Uj $09 00 aRu42%. 0 AA LU 0 �W V*i- "-j ; — Z Z cc: C= O ZE J IIIIjA"­ , Ui MIN (2) # 5 E.W. dp W1 M'S tWUALLT 5F'AU1=U tA. O12"X12"X12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z 02" dp w/ #5's EQUALLY SPACED EA. O24"x24 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O BARS & 3" MIN. COVER TO EDGE OF CONC. O 28"x2BN12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN LU p BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (5) # 5 E.W. 30"xWN12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. a_ 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O36"xWN12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. 42"x42"x12" dp wl #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"'x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 54'k54"x16" dp 4#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. /� 60"x60"x16" dp w/#5's EQUALLY SPACED EA. C 5� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SYMBOLS LEGEND s W J �C N Z W 0 N UjG et O 0 N Z ❑ V W W t W d U Uj $09 00 aRu42%. 0 AA LU 0 �W V*i- "-j ; — Z Z cc: C= O ZE J IIIIjA"­ , Ui MIN (2) # 5 E.W. N a U CC MIN (4) # 5 E.W. U Z MIN (6) # 5 E.W. I O 03/03/16 O MIN (5) # 5 E.W. O MIN (7) # 5 E.W. 0 LU p Zz0 p-aJ co 0 pwz h MIN (5) # 5 E.W. Q udi O MIN (8) # 5 E.W. a_ Z a MIN (6) # 5 E.W. AML U CC H TM - 2151807 Z MIN (6) # 5 E.W. DATE: 03/03/16 O H U) MIN (7) # 5 E.W. 0 LU p Zz0 p-aJ co 0 pwz h IX cc co N ❑ O r R p a F_ udi O MIN (8) # 5 E.W. a_ Z O MIN (9) # 5 E.W. U O MIN (10) # 5 E.W. I W ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT FTG TO TIE BEAM (6'4" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J F_ F_ W W (A z n z O F_ 0 Z O (D U LLI � g t 0 go r� Z J A zjiC v Q l� z 6 N12 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML U CC JOB Na. TM - 2151807 Z AS INDICATED DATE: 03/03/16 O dr LU p Zz0 p-aJ co 0 pwz h IX cc co N ❑ O r R p a F_ a_ (D U LLI � g t 0 go r� Z J A zjiC v Q l� z 6 N12 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC JOB Na. TM - 2151807 SCALE: AS INDICATED DATE: 03/03/16 S2 0 M a 1'-4'1 .9 SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT <II D1NG USANFORD #16816 DOWEL PLACEMENT PLAN 114"=1 '-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w 0 ff (N F d z rZ 0 0 go L) r re I z v z W 00 5 W w U V? 0GGop awz Z Q N p J LL 0 z W W �r �o W co (N F d z rZ 0 0 go L) r re I Zil v z =�� i L30 00 o� w U V? 0GGop awz Z Q N p J LL 0 IXCL (N F d z rZ 0 0 go Z8 r re I Zil v O < Z =�� i L30 00 STRUCTURAL ENG: CFG / BAD -STRUCT: AML QC CHECK: CC JOB No. TM - 2151807 SCALE: AS INDICATED DATE: 03/03/16 S3 FIRST FLOOR FRAMING PLAN- 1/4"=1 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W H �C Z a a U W W 0 i rr 7.9 toot IMIIIiW 0°ems°eeeee°ee°_�%e`.�� `%9�/ w� LIQ t CM zw © t N •` hal» CC; y cC = 2 °mss••` "x�,V°° LL 0. P10 d w O a toO Z U O Z O et 11 Z r Z h LU Z -� �— 0 —� LLf ¢ OG G 3 0Go0 1 ��m o �' 0 Uj J LU 13� 0 _ LU Q I—�H o W C ur STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: AML CJ) 0SANF0tK-1,)D QC CHECK: CC Z JOB No. TM - 2151807 w SCALE: AS INDICATED Cl) DATE: 03/03/16 W cry #16-$ 16 S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 1611OR (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) O (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN BW4 12" OR ENDNAILS OR ENDNAILS UPLIFT ATTACH KING STUD TO HEADER wl(12) 6x6: ABU66 w/(12)16d NAILS & A" EPDXY ANCHOR w/MIN. BW5 12" 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING BW6 12" 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 1 1 4'-0" TO 6-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY INSTALLEDw/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS a7 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW' CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 113 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2' THREADED ROD w/ MIN 7' EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) c p (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w12" FLITCH PLATE ATTACH KING STUD TO HEADER wl(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) RO 5-114"0" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER wl(12) 6x6: ABU66 w/(12)16d NAILS & A" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/ILVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING El SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3-11" 1 1 4'-0" TO 6-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY INSTALLEDw/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS a7 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER wl(3) 1 Od TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D, AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF091SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN c p (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN c H , 4x4 SYP#2 POST JQ 6x6 SYP#2 POST K , 8x8 SYP#2 POST O3-112"x3-1/2" LVL COLUMN. O3-112"x5-1/4" LVL COLUMN. N, 3-112"x7" LVL COLUMN. PO 3-112"x9-1/2" LVL COLUMN. O5-1/4"x5-114" LVL COLUMN. RO 5-114"0" LVL COLUMN. O7"0" LVL COLUMN. OT 3-1/2"x11-718" LVL COLUMN. O H10A 1015 - STANDARD COLUMN NOTES . NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 1O 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & e" EPDXY ANCHOR W/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & A" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)1" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/ILVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131"x22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 34" NAILING NOTES 11. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 112" FLITCH w/(6)1 Od NAILS & (14)4"x24" El META20 w/(7) 1 Od x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 F Z O h TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)1Od x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (I Q'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H1OA 1340 31 (2)ply TRUSS H1OA-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A 2 1070 H1OA-2 1245 HTS20 w/(24)1 Od x 1�' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 wl(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS El (2)HTS20 w/(24)1Od x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & nH2.5A w/(10)8d FRAME TO FRAME 535 600 NITS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & GT w/(22)1 Od A" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & 1" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 11 HGT-2 w/(16)10d NAILS wle" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x2j" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/{14}1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 wl(14)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 El Od NAILS & A" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/A" EPDXY ANCHOR w/SIMP. COLUMN TO FTG 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-114" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 31RDER TO COL./ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H1 OA FOR SINGLE PLY, OR H1 OA -2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP, H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS JOB No. TM - 2151807 TO POST: SIMP. HTS20 OR LSTA18 AS INDICATED DATE: TO BEAM: SIMP. HUC48 w/(14)16d NAILS 0� (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 112" FLITCH w/(6)1 Od NAILS & (14)4"x24" PLATE TAPCONS W © ON MASONRY: SIMP. META16 Go N W ❑ Q F Z O h TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 1L (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (I Q'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 1 O NAILS B2x12 WITH 112" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 wl(10)1Od PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 wl(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS B3,5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2j" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" 0. C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o. c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED ISNOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24 O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 114" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 518" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS`PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TD' CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP,.., DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED WIOUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15132" OSB (WITH SHINGLE), 5/8" OR 19132" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY TREATED WOOD SHALL BE HOT' -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 1 O TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTFS- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ;OIL1) 1 /4"=1 '-0" SANFORD �pq RTM�/ O CLW W Z m W Q � ar�`i YGYY Ir y�j• CN 0L O C) W z z O 06 J () �- W i-- F - ~ O W r z U) Z rW V W J y W � Z Z .. q: o� ZME0 J J J LL 1 47 O WIS STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML U CC JOB No. TM - 2151807 SCALE: AS INDICATED DATE: 03/03/16 0� F- r W © zea0` �/ ■ 0 a �" H Go N W ❑ Q F Z O h W 1L y W � Z Z .. q: o� ZME0 J J J LL 1 47 O WIS STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC JOB No. TM - 2151807 SCALE: AS INDICATED DATE: 03/03/16 S4.1 J08 J09 J10 J11 J11 J10 J09 J08 op l¢ STRAPS STRAPS STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06ISD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ROOF FRAMING PLAN ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 1/4"-11-0" NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SANFORD 9 ON J 4 H Z W z V O 0 cv � Z 0- 0 W F- U °w W W 0 U Z DI] LL O EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISO' Z tC WALLS WITH PLASTER OR STUCCO FINISHES r Z O WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE ` 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX _E 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED 0 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF < SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR I�10�go REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5, IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ROOF FRAMING PLAN ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 1/4"-11-0" NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SANFORD 9 ON J 4 H Z W z V O 0 cv � Z 0- 0 W F- U °w W W 0 U Z DI] LL O �:; W U C] b Z tC S r Z O W z '•y��.Yilll JyYli Uj U ` s�Ngs•� �►• `, z O _E W t9 • n„ o a� � w Q z z W R 0.•� N•�v4^ r �k p i - Ulo z 1 0 Q a *. 44 U C] b Z tC S r Z O W z U ..... LL0 z O _E 0 z Z i J � Vrz W06 i V (D Z z Z z' 0 LL _ JLL z big 0 o W W S4.2 U�1 S U z 0 r i z 1 0 0 < LL I�10�go � 0000 LON WLL W �- v O _ -- Q©Z 0 IF ~ IY o CL u C 7 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC _ JOB No. TM - 2151807 r LJ SCALE: AS INDICATED n DATE: 03/03/16 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") Z J n ry LU tZ O W CC i Z O W AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D — PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ,a•a 14 .4 f 4 I d 4 ft �• i Al dl IF 4 • ' ROUGH OPENING PER PLAN 4 METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) 10HOO •f! 1 I I I! I SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 4 BEND O LENGTH I r �.. :R7r BEND O •:�' .K • �L: •e•R• f' `y :':'•• 'k .�^ '"t :•'r'I:. i.'•.�` Jj r•.r p''. ��r....��r�. i• NO -SHEAR WALL AT OPENING ' TYPI AL SHEAR WA L SEGMENT A,'}• , f, +ti PER PLAN '•� �''�:;!.,^{ .•,. "A" e a 9 -LINTS d A Y J.:...4 1/'7/8 r. 7 •f! 1 I I I! I TYPICAL MASONRY CONSTRUCTION SCALE: 314" =1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 4 BEND O LENGTH I r �.. :R7r BEND O •:�' .K • �L: •e•R• f' `y :':'•• 'k .�^ '"t :•'r'I:. i.'•.�` Jj r•.r p''. ��r....��r�. i• NO -SHEAR WALL AT OPENING ' TYPI AL SHEAR WA L SEGMENT A,'}• , f, +ti PER PLAN '•� �''�:;!.,^{ .•,. "A" "B" -LINTS I'D" A Y J.:...4 1/'7/8 4 7 TYPICAL MASONRY CONSTRUCTION SCALE: 314" =1'-0" LINTEL W/ TRANSOM DETAIL 'SEE FOUNDATION PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1 ST PLY W/ 10d STAGGERED @ 6" O..0 SCALE: 314" -1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH I r �.. :R7r BEND O •:�' .K • �L: •e•R• f' `y :':'•• 'k .�^ '"t :•'r'I:. i.'•.�` Jj r•.r p''. ��r....��r�. i• O "All "BO $PC.$ A,'}• , f, +ti PER PLAN '•� �''�:;!.,^{ .•,. "A" "B" -LINTS I'D" ,.. 1/'7/8 41/4 7 15 2111/4 , TRANSOM OPENING 118 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 11 3/4 • 33/4 FRAME INFILL AROU _•.. - - 30 #6 33/4 81/16 14 � 41/2 81/16 181/2 36 WINDOW BY BUILDER k 9 13/16 16 1/21 35 51/4 SEE WF01/SD3 FOR Y. 42 D r #5 REBAR AT TOP MIN. (1) REQ'D MORE INFO. 81`32 -0B/1T U -� Cs z ¢ C.M.U. ° � O 8F38-1B11T 60 r z O 8F12-1B/1T BOTTOM REINFORCING PROVIDED O 8F40 -1 B/1T--* z 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH •. 81`28 -1 B11T �4 O UNFILLED i.1....y 8F40 —0B/1T Z fi4� !I fy r 0 r = Z J O J F— DOOR OPENING •,: Q OC Gto Y 0 1 F 0000 S LINTEL W/ TRANSOM DETAIL 'SEE FOUNDATION PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1 ST PLY W/ 10d STAGGERED @ 6" O..0 SCALE: 314" -1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) �-- GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH I LAP SPLICE BEND O LENGTH LAP SPLICE, O "All "BO $PC.$ UDO "A" "B" loci. I'D" #3 1/'7/8 41/4 7 15 2111/4 41/4 9 1•J/4 118 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 11 3/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 1 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/21 35 51/4 9 13/16 213/4 42 LAP SPLICE EMBEDDED 4"DO REBAR SPLICE DETAIL SCALE: 314" =1'-0" STANDARD 90° HOOK L STANDARD 1800 HOOK #3 = 2 Y2" #4=2Y2" #5 = 2 Y" #6=3" #7 = 3 Y2" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL wl 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. wl (1) #5 DIA. REBAR 8 INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1 } #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING " x 8" x 16" CMU U.N.0 9 M T 7'-8" 6'-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWINCASTE-CRETE, QUALITY, LOTTS, & POWERS STEEL W APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL STANDARD LINTELS STANDARD LINTEL NOTES o DILEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000/10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. - 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000/10000 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/81073. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. LZ 3'-2" 1217 2165/1969 6113 ! 2931 8672/4576 10000/6224 8" BEARING EA. END 3'-4" 1006 1663/1349 53651 1999 7342/3123 10000/4249 U) 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/42491 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ir 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. t d 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 V_ 6'-2" 488 991/991 2661 12143 5681 12698 647213685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 9 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Z [L 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. d 9'-2" 315 6181535 1533/1247 2781/ 1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS (.) 10'-0" 292 5671454 1366 / 1277 24231 1770 400612.263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W CO 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. _ 11'-2" 255 471 1352 1075/1075 1838/1567 2883/2003 4~7 12'-0" 239 4181 297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 S 13'-4" 0 328/0 1234/0 177910 266210 14'-0" 0 292/0 116010 1660/0 243910 MATERIALS z Z 16'-0" 0 28410 95010 1379/0 1997/0 E 18'-0" 0 211/0 750/ 0 1177 / 0 1676 / 0 1. fc PRECAST LINTELS = 3500 PSI. 18'-8" 0 14210 598/0 111410 146810 2. fc PRESTRESSED LINTELS = 6000 psi. m W 20'-0" 0 18010 59810 102410 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 318" AGGREGATE AND 8" TO 11" SLUMP. IlY 20'-8" 0 14510 55010 981 / 0 137610 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE O 22'-8" 0 110/0 45010 82410 1 114710 STRENGTH = 1900 PSI. RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE W LU o CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-013 8R22-1 B/8R22-0B W `S ` N 6. 270 LOW RELAXATION. 7132 WIRE PER ASTM A510. `� 2'-4" 1694/1694 3725/3280 5499/5421 .� k *0411011 .• vY �i� � � 21_8" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE •• L+'~`S�i �"�� z z° 3'-0" 12301 1230 2769/2769 4085 /4085 ; 06► BCW 3'-4" 1081/920 2769/1716 4085/2839 F = FILLED WITH GROUT/ •",W AN Q..A �= � J LINTEL •+k C11:04 : 4'-4" 8461833 2121/1716 3127/2839 MARK 5'-4" 6641572 1761 1 1761 2595/2595 REQUIREMENTS U = UNFILLED R = MESSED . ,��too. QUANTITY OF #5 REBAR �.; O�� 4,� .•`;' ❑ 6'-4" 5261434 1539/1539 1329/2267 •. .7- � I t � Q 7'-4" 4$01322 1334/1334 1964/1552 O 8RF6-1 B11 T 8F16-1B/1T BOTTOM OF LINTEL CAVITY ` ••••� .••••`� J O 8'-4" 415/235 1152/1152 1694/1552 8F8-1 B/1 T �—QUANTITY OF #5 REBAR AT TOP p ��rr� + e`'���` W O 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER � 8RF14-1B/1T NOMINAL HEIGHT 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ,-8 3'-2„ 7,-4„ 9 zo P LINTEL PLAN 1/8"=1'-0" W 1-112" CLEAR �+ z o #5 REBAR AT TOP MIN. (1) REQ'D LU VA' TOP KNOCK OUT/ LINTEL BLOCK 12 z U) O w COURSE t– 0, • #5 REBAR AT BOTTOM MIN. (1) Of J REQ'D Uj 3 � 16 GA. POWERS STEEL BOXED 0 7-5/8" ACTUAL LINTEL S" NOMINAL WIDTH POWERS STEEL to SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-11211. SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �,UILDstic SANFORD Q�p'1�TME�� #�6-816 Ly �-- WIDTH O 8F16-1B/1T NOMINAL Z TYPE DESIGNATION Q 8RF14-0B/1T O 8F16-013/1 T 1-112" CLEAR J c1 O 8F20-1 B/1 T _ #5 REBAR AT TOP MIN. (1 ) REQ'D O 8F20-OB/1 T U J Z ¢ < C.M.U. � 2L..[GROUT 0 $RF22-1611T L6z#5 REBAR AT BOTTOM OF LINTEL 8F24-1 B/1 T 7co CAVITY r BOTTOM REINFORCING PROVIDED O 8RF22-OB/1T 7-5/8* ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH O 8F24-OB/1T d FILLED O 8RF30-1B/1T 8F32-1 B/1 T 1-1/2" CLEAR H � O 8RF30-OB/1 T D r #5 REBAR AT TOP MIN. (1) REQ'D s 81`32 -0B/1T U -� Cs z ¢ C.M.U. ° � O 8F38-1B11T 60 r z O 8F12-1B/1T BOTTOM REINFORCING PROVIDED O 8F40 -1 B/1T--* z 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH O 81`28 -1 B11T O UNFILLED O 8F40 —0B/1T W 1-112" CLEAR �+ z o #5 REBAR AT TOP MIN. (1) REQ'D LU VA' TOP KNOCK OUT/ LINTEL BLOCK 12 z U) O w COURSE t– 0, • #5 REBAR AT BOTTOM MIN. (1) Of J REQ'D Uj 3 � 16 GA. POWERS STEEL BOXED 0 7-5/8" ACTUAL LINTEL S" NOMINAL WIDTH POWERS STEEL to SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-11211. SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �,UILDstic SANFORD Q�p'1�TME�� #�6-816 Ly �-- Z o W W O � Z 0 W n] d 11oloo-Pra Cs z U O z J O Z r 0 r = Z J O J F— Q OC Gto Y 0 1 F 0000 S N � m FO- W z � LL UJI -j W0 0 _ z W o � W F) STRUCTURAL ENG: CFG / BAD j DRAFTING: F- -STRUCT: AML C J QC CHECK: CC Z JOB No. TM - 2151807 UJ SCALE: AS INDICATED (n W DATE: 03/03/16 N u) S5 (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN U) CONCRETE SLAB PER WFP FOUNDATION PLAN VAR I ES 7 IIF - SEE PLAN w m 00 4 GRADE I I �' ° �� GRADE z U) LU 0e _I �.:'' I zca m s.:'• I W z �< >��W;... i 44 Ix (2} #5 BARS CONT. � i �3�' CO I �R " CLEAN COMPACTED Wl 3� COVER TBARS YP. � I I �3�, C� I CLEAN COMPACTED W/ 3 COVER TYP. R FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY 70, DENSITY 1'-4" WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE T-4" WIDE wl(3) #5 BARS SHALL BE T-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING % 3/4"=1'-0" 314"=1'-0" OPT. MASONRY CURB `�•••/ @ ELEV. 0'-0" w/ (1) #5 I CONT. BAR I SLOPED GROUT TO DRAIN " OPTIONAL CURB BY BUILDER CONC. SLAB PER 8"x12" THICKENED CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8 FOUNDATION PLAN 13" COVER TYP IF BRG. WALL ABOVE - 1/2" J -BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'D s. SLAB PER (1) #5 CONT. w/ 1-112" IDATION PLAN COVER TYP. CONCRETE SLAB PER FOUNDATION PLAN b r MIN 4" N COMPACTED \ FILL @ 95%STANDARD DENSITY (2) #5 BARS CONT. wl 3" COVER TYP.; AT 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE NON-BEARING SLAB STEP DOWN tMF94) DOUBLE STEP FOOTING VERIFY W DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE �- ANOTHER STEP 3/4"=1'-0" ry "' y'a:GRADE 41 W � ��, > ....... a ohm W EE t{ 33 �tl , _ ......... W ......... W ._ .. _ r.. w 44 .. II im , �. .r`.mak r =1 ---- I � � - � � w� I �— . - .rir �i mi � r ggg � If � � _ II' �I iv�LlI W #. 4 37�I € L.. II VIII = I wa �.;' ISI III EfI co W&� -� �- 1(2) #5 CONT. w/ 3" (2) #5 CONT. w13'i e - - 16'" MIN. i E I; COVER TYP. 1' 4" (2) #5 BARS CONT. co COVER TYP, i (I I I I I� I I I�I I -'- I (2) #>:5 BENT BARS w/ W/ 3" COVER TYP. 11 WHERE 2ND STORY OCCURS, FTG SHALL BE T-4" WIDE W(3) #5 BARS :� FOOTING @ SHOWER AT MASONRY THICKENED EDGE CLEAN COMPACTED MIN. 25 LAP SPLICE FILL @ 95% STANDARD DENSITY FO TYPICAL STEP FOOTING DETAIL IF — 3/4"=1'-0" 314"=1'-0" FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION — TOP COURSE TO BE GARAGE CHAIR BLOCKS. _______j ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE wl (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH CORNER SEE FLP BEYOND W " PLAN FOR BASE SIZE 314"=1'-0" ..... ti `t r'' ; . ' . r' w z �� .� ®� ,•� W . N J O •��. DRIVEWAY BY SEE FOUNDATION FOR A �V.` b b{ •.• R _j -� ' 4„ .,.. BUILDER- CONCRETE PAD SIZE r ` �- w OR PAVERS • `�. w CONC. SLAB OR> w PAVERS PER PLANS 7 i a w 0 �' 'a 2 co -'"-..- — CLEAN COMPACTED ":::::::::.� ....w FILL @ 95% STANDARD _ " O W ; DENSITY F 8" 3' COVER TYP. 8 x 8 THICKENED — EDGE w/ (1) #5 CONT. CLEAN COMPACTED �, ~~' ,A FILL @ 95% STANDARD e I F- DENSITY F- THICKENED EDGE @ GARAGE DOOR A�F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 314"=1'-0" NOT USED 314"=1'-0" HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH w/ FOUNDATION WALL SCHEDULE BELOW CONC. SLAB PER 21/4" FOUNDATION PLAN CONC. SLAB PER - 0 FOUNDATION PLAN w 2x PT SILL PLATE 4` 4. zo jj jj a e m^� I II II 3I I'E T'�I I II I II I Iq 01 (2) #5 BARS CONT. w/ 3" U COVER TYP.; AT 2 -STORY GOND. (3) #5 CLEAN COMPACTED BARS REQ'D & FTG TO FILL @ 95% STANDARD BE 20" WIDE DENSITY 314"=1'-0" \ / VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" $' 8' FILL @ 95% STANDARD COVER TYP.; AT DENSITY 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE BEARING SLAB STEP DOWN 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE 2x P.T. SILL PLATE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY FOOTING AT INTERIOR BEARING 314"=1'-0" � U) w U W MASONRY WALL - M SEE PLAN TF h z O D � U U W C 0 m 0 LL v W 314"=1'-0" a ti `t ���...... w �� .� ®� ,•� W . N J •��. Od A �V.` b b{ •.• R _j -� O J �' w : '.'. CONC. SLAB PER {1) #5 FROM FTG. TO �"„• U- ' M .� SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" #5 CONT. °;. PER MFG SPLICE GROUT CELL A. " °,:�. SOLID PER PLANS REINFORCEMENT SEE 2 F- M FOUNDATION PLAN _g m•1 I ,� �. FOR QUANTITY O ..#5 x 25" x 25" CORNER THRESHOLD PER MFG •�. ,. �; . " : , �+` •, BAR ONE FOR EA. _71 „ - a' ” +k 4!1 � ,' ... w �a ':� ey , • fi. w+6 • "d�^�+ of, j`+ ; HORIZONTAL ' �. 4. �` .. �.. CONC. SLAB PER w 13 5 �� TYP. U.N.O. REBAR, I I " FOUNDATION PLAN I ...... p , m (2) #5 BARS CONT. , r TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=11-011 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION •me q 4 • V 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE ° FINISH PER ELEV. CENTERED AT PIPE I — I CONC.SLABPERi�— FOUNDATION PLAN $" C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV. - FINISH FLOOR m I IWC° PENETRATING .Z 1=1 117, PIPE PENETRATING PIPE .....� :....I I �....... RADE SEE FDN. " .. . -....,•, � p• .� ,.-... , . ,..., •�. ... :.. FOR a . (TYP.) IIIA... . _ _ �.. I PLAN ' LOOP TIE TYP. jj "� '� -Ems'"`"" SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I II_ FOOTING PER PLAN - 6 - �I PVC OR SCH40 SLEEVE CENTERED AT PIPE DIAMETER TO BE 2 .::::::::� :: I I•I 1 �::::::::::::::::-:':::: PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN -1 FILL @ 95% STANDARD SEE FDN PLAN THAN THE (/SIDE VIER DENSITY j_IE��111 • _ _ _ PENETRATING PIPE l " "1I ! I I FOR SIZE I q A —� &REINF. q (FRONT VIEW} PVC SLEEVE — , ,.. o �,I I �.::. PIPE VERTICAL THRU FDN:..3�...:....�...41, .� I IL F1 TYPICAL FOUNDATION PENETRATIONS �' ! h� N•.' jI I i� 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expres " a,°. 4 • —SLOPE W13 COVER TYP., @ 1'-4" W 0 2 -STORY CONDITION F-� PER MFG(3) #5 BARS w/ 20" Q}� a• SLOPE EXT. SURFACE WIDE FOOTING _ OR GRADE 114" PER (D CLEAN COMPACTED FOOT AWAY FROM FILL @ 95% STANDARD p O� BUILDING ELASTOMERIC JOINT DENSITY _ FILLER O _ _ - ci7 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU — — I -- NOT USED sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, �UILD��Q SANPoRD O�Aq RTU 3/4"=1'-0" 0- W rY 0 F -<Z 6 Fn ❑� 1 Oz z F- O Z U U) �-. o LLI C) <`� J�� O o W W LL c1 ELI 1 `I SD1 b V i Z Od 1 F- r p � r zJp p .J w i to 0 0 'a 2 to O W Z F U —1 a � D0_ F- F- ry0 I� C STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML 7 QC CHECK: CG C - JOB No. TM - 2151807 SCALE: AS INDICATED 4 DATE: C 03/03/16 `I SD1 b a� I�11{� &�y� �' b � •IAS �IIIP ' All A A QitN w j z ENTIRE COLUMN TO a BE GROUT FILLED W U.N.O. U) Aza ar' PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c 1) #5 VERTICAL IN f ROUT FILLED CELL (IF 'EQ'D PER PLAN) f i IOTE: SEE MD08 ON INTEL PLAN FOR kDDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL --y SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7116" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW ` CONT. 2x4 BLOCKING Ek 1=1 AROUND CURVE. MIN. Iff 2 TAPCON ANCHORS A� PFR 9xA ,10 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHII` ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 112" x 8" A.B. 01 HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. P KNEEWALL ABOVE MASONRY WALL 314"=1'-0" 2x6xl2 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 318" DIA. ANCHOR 2x4#2 SYP BLOCKINc' CENTERED REQ'D @ TOP CHORE I THREADED RC �x4 SPF CONT. PLAN 1 BEARIN, 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, SCHEDULE. Of 16" O.C. W/ REQUIRED WH STRUCTURAL INDICATED ON GARAGE WALL SCHEDULE, MI BEYOND FROM END OF SHEARWALL MASONRY WAL 2x6 P.T. BUCK EACH 716" OSB WI (2) 8d SIDE OF OPENING BLOCKING PE NAILS WALL SCHEDI (5) 318" DIA. J -BOLT W/ WALL TO BOTTOM OF 5-1/2" EMBED. AT EA. I BUILDER FRAME DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3116" WALL SCHED THICK WASHER W/ EA. NAILING SCHEDULE ANCHOR. (1 st BOLT TO I BE 8" MAX. ABV. CURB, BOTTOM CHORD REST EQ. SPACED 4. —24" O.C.) DT RACM DI A 112"=1'-0° LINTEL (SEE PLAN) 7116" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU �--- HEADER (SEE PLAT` ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW wl WOOD NBEARING/ SHEARWALL CONNECTION TO CMU 314"=1'-0" iEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) '.x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED. PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM wl 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w13000 psi CONC. wl(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED -" TITEN HD ANCHORS w/ MIN. 1 t" EMBED. FOR HOLLOW BLOCK OR 3 J" EMBED. FOR SOLID BILK. MAX. 6" FROM TOP & BOTTOM OR J" x 4" TITENS wl WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL N—(2) 2x TOP PLATE (2) 2x PLATE O SIDE & TOP NAILER OTHERWISE SP2 CLIPS N BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi7FO) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP MIN. 2x4 SPF #2 KNEE-----^""� CHORD WITH (4) 10d FROM TOP CHORD (2; MIN. 2x4 SPF #2 KNEE 2x4#2 SYP BLOCKINc' WALL WITH STUDS @ REQ'D @ TOP CHORE I WALL WITH STUDS @ �x4 SPF CONT. 16" O.C. WI 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, I 2x #2 SYP SEE PLAN 16" O.C. W/ ILOCKING ATTACH TO STRUCTURAL ' FOR BEAM SIZE F STRUCTURAL LENGTH OF SHEATHING ON BOTH SHEARWALL I SHEATHING ON BOTH 716" OSB WI (2) 8d SIDES FROM TOP OF TOP AND BOTTOM MI NAILS SIDES FROM TOP OF JAILS WALL TO BOTTOM OF 2x4 BLOCKING I BUILDER FRAME WALL TO BOTTOM OF '116" OSB EACH SIDE, BEAM. ATTACHED PER EACH SIDE RADIUS AS REQ'D BEAM. ATTACHED PER V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I NAILING SCHEDULE O SIDE & TOP NAILER OTHERWISE SP2 CLIPS N BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi7FO) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4#2 SYP BLOCKINc' ADD 2x4 VERTICAL REQ'D @ TOP CHORE SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, COMPANY (3) 10d NAILS TYPICAL ,+✓ F AT EACH TRUSS ' 2x4'X' BRACE ACROSS CLEAR BETWEEN FLUE &FRAME LENGTH OF ,.. B SHEARWALL 2. NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI NAILS (2) BAYS PAST A/C WITH INoO U-0"OFQL_ LOCATION. MIN (3) BA 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP TOENAI LED TO EACH SIDE DOUBLE TOP PLATE w/ 1 O NAILS @ 4" O.C: STANDARD TRUSS – TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE 4. FRAMED WALL PER ATTACHED PER PLAN (1) 2x OR (2) 2x BUCK KNEEWALL AT UPSET BEAM 314"=1'-0" PERP. SHEARWALL CONNECTION TO TRUSS I(4B01 A/C IN TRUSSES PRE -CAST LINTEL PER W PLAN �-- (2) 2x PT BUCKS w/ 112" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 114" x 4-112" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3116" x 2x8 3/16" x 3" 12" O.C. 2 112"=1'-a" SHEATHING PER PLAN STRI.W,41R6�� �• TYP. TRUSS TO FRAME SHEATHING, CONNECTION PER TYP. TRUSS TO FRAME i STD. CONNECTOR CONNECTION PER NOTES STD. CONNECTOR , FRAME OUT TO BLOCK NOTES EDGE AS REQ'D FRAME OUT TO BLOCK EDGE I 112" x 8" ANCHOR BOLT (2) 2x TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH I FOR BEAM SIZE (ONLY FOR BEAM SIZE I IF OPENING PROVIDED END I PER PLAN) MIN. 2x4 SPF #2 KNEE 2x PT BOTTOM WALL w/ STUDS @ 16" PLATE I O.C. wl STRUCTURAL SHEATHING FROM PRECAST LINTEL OR TOP OF WALL TO OF KNOCK OUT COURSE ATOTACHEDTTOM ERLL. A NAILING SCHEDULE MASONRY WALL _I OTHERWISE SP2 CLIPS BUILDER FRAME A.:13 AT TOP AND SP1 CLIPS RADIUS AS REQ'D �AT BASE ARE REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END KNEEWALL OVER MASONRY WALL 314"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION .. TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO \ I k; RE. ELEV FOR O.H. 1"=1'-0" W ID FASTEN PT 2x NAILER 314"=1'-0" � 2x STUDS @ 16" O.C. FOR KNEEWALL N ww Z 1. 112"=1'-a" SHEATHING PER PLAN STRI.W,41R6�� �• TYP. TRUSS TO FRAME SHEATHING, CONNECTION PER TYP. TRUSS TO FRAME i STD. CONNECTOR CONNECTION PER NOTES STD. CONNECTOR , FRAME OUT TO BLOCK NOTES EDGE AS REQ'D FRAME OUT TO BLOCK EDGE I 112" x 8" ANCHOR BOLT (2) 2x TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH I FOR BEAM SIZE (ONLY FOR BEAM SIZE I IF OPENING PROVIDED END I PER PLAN) MIN. 2x4 SPF #2 KNEE 2x PT BOTTOM WALL w/ STUDS @ 16" PLATE I O.C. wl STRUCTURAL SHEATHING FROM PRECAST LINTEL OR TOP OF WALL TO OF KNOCK OUT COURSE ATOTACHEDTTOM ERLL. A NAILING SCHEDULE MASONRY WALL _I OTHERWISE SP2 CLIPS BUILDER FRAME A.:13 AT TOP AND SP1 CLIPS RADIUS AS REQ'D �AT BASE ARE REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END KNEEWALL OVER MASONRY WALL 314"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION .. TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO \ I k; RE. ELEV FOR O.H. 1"=1'-0" W 314"=1'-0" FASTEN PT 2x NAILER 314"=1'-0" � 2x STUDS @ 16" O.C. FOR KNEEWALL TO MASONRY NOTES: ww 1. 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, OC ,+✓ F FASTEN BUCK TO MASONRY W/ (1) ROW OF 3116"X4" TAPCONS 6" FROM ' TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE &FRAME ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 112" MIN. FROM EDGE OF BUCK ,.. B 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, cw i STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN WITH INoO U-0"OFQL_ GALVANIZED FLASHING THIS CASE. 0 CONT. ROOF SHEATHING NAIL PER PLAN 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x H U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12"CD EXT. SHEATHING O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME ATTACHED PER (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W OTHER STUD TO TBD BY BUILDER (FASTENING) ARE MET G� BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) S ` �� ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 2x4 FRAMED CRICKET SPECS $ 112"=1'-a" SHEATHING PER PLAN STRI.W,41R6�� �• TYP. TRUSS TO FRAME SHEATHING, CONNECTION PER TYP. TRUSS TO FRAME i STD. CONNECTOR CONNECTION PER NOTES STD. CONNECTOR , FRAME OUT TO BLOCK NOTES EDGE AS REQ'D FRAME OUT TO BLOCK EDGE I 112" x 8" ANCHOR BOLT (2) 2x TOP PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH I FOR BEAM SIZE (ONLY FOR BEAM SIZE I IF OPENING PROVIDED END I PER PLAN) MIN. 2x4 SPF #2 KNEE 2x PT BOTTOM WALL w/ STUDS @ 16" PLATE I O.C. wl STRUCTURAL SHEATHING FROM PRECAST LINTEL OR TOP OF WALL TO OF KNOCK OUT COURSE ATOTACHEDTTOM ERLL. A NAILING SCHEDULE MASONRY WALL _I OTHERWISE SP2 CLIPS BUILDER FRAME A.:13 AT TOP AND SP1 CLIPS RADIUS AS REQ'D �AT BASE ARE REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END KNEEWALL OVER MASONRY WALL 314"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION .. TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO \ I k; RE. ELEV FOR O.H. 1"=1'-0" `• % 314"=1'-0" � 314"=1'-0" � 2x STUDS @ 16" O.C. FOR KNEEWALL PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" M IN. ,+✓ F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE &FRAME ,.. B ROOF SHEATHING FOR STRAP i WITH INoO U-0"OFQL_ GALVANIZED FLASHING O CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D ` (1) SPH4 EVERY ATTACHED PER //D TO TOP CHORDS OF TRUSSES BELOW WHEN f OTHER STUD TO NAILING SCHED. G� BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE ` �� BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET ✓ / 2x4 VERTICAL @ 24" WI GALVANIZED E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + + qH q CHORD & (3) 10d NAILS �'0 J 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE >, A FRAMING DETAIL IF WALL HEIGHT IS (4) 16d COMMONS B O DOUBLE TOP PLATE /* B BETWEEN 4FT &BFT, USE 2x6 SYP #2 STUDS + + NAILED @EACH END CONC. SLAB - y, ` SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR " C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO C H % 16d COMMONS END RAFTER / + / NAILED TO VERTICAL FO DORMER FRAMING DETAIL TYP. SINGLE TIE -BEAM WI (1) #5 CONT. GROUT SOLID U) w it WINDOW PER > i��Z�7C»A_1► PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV U-0" VERT REINF. BEYOND 2x4 BLOCKING W/ (2) MASONRY WALL PER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ *% E 16d COMMONS END 2x4s M- PLAN JO STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL N SEE FOUNDATION FINISH PER ARCHSFIN 2x4's + + UiLbi O G DETAILS FOR FTG INFO SANFORa OCURVED ROOF TRUSSES PER PLAN OR CURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN NAILED @ 6" O.C. STAGGERED #,,/,� 6 a�++ o�A9f��1��� TI' � U C7? NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D mO CHIMNEY FRAMING DETAIL fi SO TYPICAL ONE STORY CMU WALL SECTION 114"-1'-0'" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 314"=1 _01 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is capyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, ar transfer of these documents without the expressed, written cansent of MONTA CONSULTING & DESiGN, OF WMR &ASSOCIATES, LLC isstrictly prohibited 314"=1'-0° Wes♦ 06 s 1 z''� H- U? 140 0 z�� 0 O 0 d' r a Z z J 0 Q i ©oo0 � 0 04 m j © W 0 W 0 STRUCTURAL ENG: CFG / BAD DRAFTING: ` STRUCT: AML C QC CHECK: CC JOB No. TM - 2151807 SCALE: AS INDICATED DATE: 03/03/16 i �I SD2 SIMPSON F DIAGONAL TO BEAM PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL BELOW SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER GABLE BRACING + TRUSS NO BRACE REQUIRED DOUBLE 2x TOP PLATE (1) 2x4 BRACE FASTEN SIDE WALL (2) 2x4 BRACE (SEE SECTION A -A) SHEATHING PER PLAN. STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" (5) 16d NAILS BRACE A35 DIAGONAL TO iv TO BLOCKING EXT. SHEATHING; Z ATTACH PER PLAN 6" FROM EACH END BEAM CONNECTION FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP, BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING@ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d ,fie END NAILS EA. END VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END VAULTED CEILING 3/4"=1'-0" w 0 iY 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAD. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAD. FASTEN TO DIAD. w/(2) 16d NAILS. I I 1 GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO N-8" NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) FOR ADDITIONAL INFO AS REQ'D STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" SIMPSON A23 @ EACH A35 DIAGONAL TO iv DTC CLIP, (2) 8d NAILS SIDE OF EA. STUD. Z META16 6" FROM EACH END BRACE TO PLATE TRUSS BOT. CHORD 2x4 #2 SYP P.T. H FRAME DETAILMU WALL SPLICE DETAIL WALL STD CONDITION r CMU NAILS INTO TOP PLATE 3 114" HOLD 112" J -BOLTS w/ N , 0 W/ (2) 12d END NAILS BRACE TO LEDGER WASHERS (MIN. 7" @ EACH END fW� Z_ L N 24" O.C. EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING10 !@ z DOUBLE TOP PLATE END 2x4 LEDGER W/ (2) 10d 1 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM GABLE TRUSS LAN W an 34 MAX. ATTACHMENT w/ (3) 1 Od W J z ON H10A DIAG 01 TOENAILS EA. END w _j O U �� � � J W� W w m 2x TOP PLATE TO a� = U GABLE END W/ 16d i COMMON TRUSS oNAILS ca O II @ 6" O.C. � � Q FRAMING FOR FALSE L L = "'. HGAIOKT 32" O.C. BEAM, IF REQ'Dwl (3) W @ 10d NAILS @ EA. TRUSS W BRACE TIE BEAM COURSE w/ (1} 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE &TOP SIMPSON META16 @I PLATE w/ PLYWOOD FALSE BM PER PLAN <j SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP, BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING@ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d ,fie END NAILS EA. END VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END VAULTED CEILING 3/4"=1'-0" w 0 iY 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAD. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAD. FASTEN TO DIAD. w/(2) 16d NAILS. I I 1 GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO N-8" NO BRACE REQUIRED 4'-8" < HA T-0" (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2' 0" MAX. (2)16d NAILS PLT. TO STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-112" 1'-9" MAX. DOWN FOR OUTLOOKER TRUSS PER PLAN HEADER PER PLAN IF REQ'D. MIN (1) JACK & (1) KING STUD w/SIM PS. LSTA18 HEADER TO STUDS TYP. BASE CONNECTION SHEATHING PER PLAN ..r FIELD FRAMED VALLEY DETAIL 314"=1'-0" WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. T-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Cc CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWI' H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONG BACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 45° SHEATHING TO 13 BLOCKS w/8d NAILS @ 6" O.C. -CONT. 2x4 -2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -GABLE BRACING (+} SEE CHART STRONGBACK IF REQ'D PER CHART Q A A GABLE END SHEATHING FASTEN PER PLAN. t TRUSS PER PLAN EXTERIOR SHEATHING. ATTACH PER PLAN a FROM TOP OF WALL w TO BOTTOM W 2x8 #2 SPF STUDS AT 16" O.C. -- 112" x 8" J -BOLT @ 32" 2x4 BLOCKING (2) 12d DTC CLIP, (2) 8d NAILS MASONRY WALL OR NAILS, TOENAILED @ O.C. AND 6" FROM EA. END wl NUT & WASHER MASONRY WALL OR EACH END.AT 24" O.C. ROOF SHEATHING PLATE W/ 112" x 8" .--- MSTAM-24 TYP. EA. PER PLAN IN CMU. OR SIMPSON TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SIDE OF EA. STUD. Z META16 6" FROM EACH END CENTERED BETWEEN INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. H FRAME DETAILMU WALL SPLICE DETAIL WALL STD CONDITION r CMU NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS N , 0 W/ (2) 12d END NAILS BRACE TO LEDGER W @ EACH END fW� Z_ L N 24" O.C. U z DOUBLE TOP PLATE END 2x4 LEDGER W/ (2) 10d FHING FASTEN GABLE TRUSS LAN NAILS @ EACH WEB an 34 E AS REQ'D TRUSS PER PLAN EXTERIOR SHEATHING. ATTACH PER PLAN a FROM TOP OF WALL w TO BOTTOM W 2x8 #2 SPF STUDS AT 16" O.C. -- 112" x 8" J -BOLT @ 32" q' ``--- DTC CLIP, (2) 8d NAILS MASONRY WALL OR 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END wl NUT & WASHER MASONRY WALL OR INTO BLOCKING, (2) 3116" x 2 3!4" TAPCONS LINTEL SEE PLAN PLATE W/ 112" x 8" .--- MSTAM-24 TYP. EA. LINTEL SEE PLAN R ,� IN CMU. OR SIMPSON N A ANCHOR BOLT OR TITEN HD @ 32 O.C. & SIDE OF EA. STUD. Z META16 6" FROM EACH END CENTERED BETWEEN WITH H2.5 CLIP, H FRAME DETAILMU WALL SPLICE DETAIL WALL STD CONDITION r CMU VAULTED CONDITION a"� CMU FOR REQ'D FLASHING Z O N , 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" o.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 114"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN -IPSON DTC, (2) 8d LS INTO BLOCKING, 8d NAILS TO TOP \TE USS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2.314" TAPCONS IN CMU. OR SIMPSON META16 WALL SHEATHING PER; LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. ATTACH W/ (2) 10d 2x WALL, SEE PLAN NAILS @ EACH TRUSS STD CONDITION a FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL (5) 16d NAILS BRACT TO BLOCKING PROVIDE 2x4 BRACI TO EA. ADJ. DIAL. FASTEN TO DIAG.w/ 16d NAILS, GABLE BRACING @ O.C. MAX. 450 FROM HORIZONTAL (+/- 1 C BRACE NOT REQUII 6' FROM EAVES. FHING PER PLAN E O.H. IS > V-0", W —j Q = END GABLE w/ CONNECTIONS MASONRY) U PROVIDE BLOCKING )0KERS @ 24" " Z O RUN BACK TO It 0 DMMON TRUSS N SEE GABLE WALL PER PLAN (3) 12d TOENAILS. Z IZ ECT TO DROP O WITH H2.5 CLIP, H 2 5 '-0" O. H. W O PLAN Z O N , 0 2x4 W 3/4"=1'-0" fW� Z_ L N 24" O.C. U z END Z FHING FASTEN GABLE TRUSS LAN an W E AS REQ'D <0 W J � `r Z ON H10A DIAG OCKI NG ���11111,1y11,��A�� LU `101 04 n;, (�, ��: `• ccs Z Z IDE 2x BLOCIPV JAILING __''' �- f• "� : , —� •• ". O fJ1 �Vr•♦" r� ng ¢ S PER PLAN ••'••' ���,ee J OJ 'LAN FORIt 1111 O 1 CONNECTION DETAIL (FRAME WALL SHOWN; a- gg FOR REQ'D MAY ALSO BE O SUPPORT AND TIE DOWN OF JACK TRUSSES —j Q = diJ CONNECTIONS MASONRY) U PROVIDE BLOCKING " ***NOTE: GABLES SPANNING LESS THAN 8" DO NOT REQUIRE BRACING*** Q BETWEEN TRUSS BAYS �' y � O @ 48' O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN w 94 ' CONNECTION DETAIL (FRAME WALL SHOWN; a- gg FOR REQ'D MAY ALSO BE O diJ CONNECTIONS MASONRY) U + " ***NOTE: GABLES SPANNING LESS THAN 8" DO NOT REQUIRE BRACING*** Q 8d NAILS @ 4" O.C. �' y � fY1 Zi 0 6 ea CONY. FRAME OR VALLEY TRUSSES PER � < W S� � h p O PLAN Z O N , GABLE END FLAT CEILING w/ BOSTON HIP °� d 3/4"=1'-0" fW� Z_ L N TYPICAL HEADER DETAIL (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 112" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w! MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER W1F081SD4 P.T BASE PLATE 1/211=11-011 I 314"=1'-0" 112"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, ar transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited SD3 W SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. V J Z U5 §rgt OUTLOOKER OR SHEATHING CONY. FRAME OR VALLEY TRUSSES PER � < W S� � h CANTILEVER PLAN N °� d O fW� Z_ Z GABLE TRUSS Q U J � `r Z EXT. SHEATHING; ATTACH PER NAILING w O U �� SCHED. (2) 16d NAILS TO EA. F=- 2 W� W ' • Z I- J Z i COMMON TRUSS � � Q W W ~ (� SIMPSON META16 @I <j �+ 32" O.C. GABLE TRUSS MAIN SPAN ROOF W W TO MASONRY. AT TRUSS WOOD WALL LOCATIONS USE "' d. UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) Z 32" O.C. MASONRY WALL p SHOWN, SEE PLAN W FOR WOOD OR p MASONRY n- EO GABLE END AT VALLEY FRAMING z U 3/4"=1'-0" O z J 0 ❑ F - z Z0 Z J z 'Q W d in hc Q 1 LO © ❑ J W ZU_` W C(� _ U) O ~ �- ❑ _U W a✓ STRUCTURAL ENG: CFG / BAD j DRAFTING: 71L°/N171 c -STRUCT: AML SANFORU Q QC CHECK: GG O�f'gRTM H JOB No. TM - 2151807 SCALE: AS INDICATED UjUj DATE: 03/03/16 1��816 NOT USED 1/211=11-011 I 314"=1'-0" 112"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, ar transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited SD3 NOTE: PIPE OR DUCT WI PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST • �$" 2x8 STUDS ATTACH 2x STUDS TO. TOP PLATE W/ (4) 16d •• NAILS ((2) ON EA. SIDE) •' TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO MIN. 15132 EXP 1 SHEATHIN PLATE CONDITIONS TOP PLATE W/ (4) 16d -- OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN TOP PLATE ATTACH Wf NAILS ((2) ON EA. SIDE) (2) 10d NAILS O.C. •` 2x8 STUDS PER TYP. AT ALL EXTERIOR DETAI L @3"O.C. FRAMING PLAN CONDITIONS @ FRAMING PLAN FOR 11 W z Q III WALL TO PRECAST III II II I TOP SPLICE BOTTOM SPLICE OVER III _ Q a��w III II II I STUD 3 '" SCHEDULE 2� �'p! TQ DETAIL. MAX 1!8" 2 h u=j DOUBLE 2x8 TOP �- OPENING III II II II SPACE BETWEEN PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP MIN. 15132 EXP 1 SHEATHIN PLATE INSTALLED VERTICALLY. PROVIDE 2x4 ON TOP -- OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN TOP PLATE ATTACH Wf ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W1 2x6) DETAI L TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 114"DIA. x 5 112" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +1- 114" 10d NAILS 1" EDGE 1 112" EDGE 10d x 3 COMMON p 2 112" z W 1 112" ? N C4 Ho'N N t" 10d x 3" COM MC OVERLAP TOP PLATE 10d x 3" COMMON OPP. SIDE I I U I AT CORNER I} NAIL BOTTOM PLATE z TO CORNER STUD a o0 PACK w/ (4) 10d NAILS U) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 314"=1'-0" \ J 1-112"=1'-0 `�.��/ 2x DBL TOP PLATE2 MIN. 15132 EXP 1 SHEATHIN BEYOND7 INSTALLED VERTICALLY. SHEATHING PER -- IT I IF If (D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS II s-- I I II II II U_ z z LEDGER @3"O.C. 11-7 II II II @ FRAMING PLAN FOR 11 W z Q III WALL TO PRECAST III II II I WALL SHEATHING O �, C III _ Q a��w III II II I SPLICE, SEE SPLICE 3 '" SCHEDULE 2� �'p! TQ DETAIL. MAX 1!8" 2 h u=j III OPENING III II II II SPACE BETWEEN �� N T U GTy R III 0- � z z 4 III II PANELS SEE ELEV. FOR III 3 II I II II 16" O.C. MAX. III TYP. III II II II (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL III OP�NING III II II II 2x STUDS BEYOND, INTO TRUSS & (3) 12a „' EACH VERTICAL III II II II SEE PLAN FOR MORE EDGES 6" O.C. U.N.O. ON PLANS III o € TRANSOM BETWEEN INFO TRANSOM BETWEEN III71— — -TI— III II II I STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d w III I I I II I II I II II II 2x4 FRAMING @ 24" � � III COMMON NAILS @ 3" O.C. II I II II II 2x SCAB w/ 1 O NAILS a= _ I I I II I LINTEL PER PLAN J `_ PROVIDE (4)1aa x3° L_ I LI- J1 1L _ _I L- HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ o0 .,.I — _ _ _ --------- — — — — FLOOR SYSTEM O — — --- — w/ (2) 114" x 3 112" d w/ (2) 1/4" x 3 1/2" CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN TAPCONS @ 12" O.C. SHEATHING DIAGRAM NF1 EXTERIOR SHEATHING SCHEDULE (2) 2x TOP PLATE SEE PLAN G 314"=1'-0" GYPSUM WALLBOARD 318„ SHEATHING PER PLAN SHEATHING PER (2} 8d TOE NAILS TO TRUSS CONNECTION (D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS JOINT, MAX. 1/$ GAP // ,"a U_ z z LEDGER @3"O.C. SCREWS @ 16" O.C. -'--- @ FRAMING PLAN FOR TO MASONRY wl 2x6 PT W z Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON WALL TO PRECAST 2x4 LEDGER W/ (2} 16d A' =NAIL SPACING O �, C SPACING _ Q a��w 114" x4" TAPCONS @ 12" NAILS 3" O.C.L @ 3 '" SCHEDULE 2� �'p! TQ ROOF SHEATHING, 2 h u=j �: •� NAIL OPENING PERIMETER w/ {2) ROWS OF 8d 112 A 112 �� N T U GTy R FASTEN PER PLAN 0- � z z SEE ELEV, FOR COMMON NAILS @ 3" O.C. SEE ELEV. FOR FLATWISE (2) 16d 16" O.C. MAX. s O,c s 2x8 w/ (2) 1 Od NAILS @ O.H. SIZE (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL CMU WALL — o FRAME WALL STAGGERED INTO TRUSS & (3) 12a „' EACH VERTICAL 0 W O _r EDGES 6" O.C. U.N.O. ON PLANS o € TRANSOM BETWEEN TOENAILS INTO OTHER TRUSS TRANSOM BETWEEN SEE WALL CLIP DETAIL FOR MORE INFO ~ w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d SEE FLOOR PLAN FOR•', A 112" € LINTELS 2x4 FRAMING @ 24" W UNDER GIRDER TRUSS COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS O.C. MAX. _ (D PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO LINTEL PER PLAN @ 4" O.C. PROVIDE (4)1aa x3° � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT 10d x 3" COMM( OPP. SIDE (2) 2x COLUMN 2 112" EDGE (2) 2x8's Co OUTSIDE (2) 2x4's z w c� z U co Co L I I V I I INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN C c C 0 a EDGE DISTANCE PER V-LOA1L ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAI LS J O (2) 8d NAILS @ 3LL 0" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. Q VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES Zx FASCIA O SHEATHING & PER PLAN A' 2x FASCIA PER PLAN �O Om CO LL© �ry LL 3f4"=1'-0" BLOCKING 314"=1'-0" GYPSUM WALLBOARD CMU WALL PER PLAN SHEATHING PER (2} 8d TOE NAILS TO TRUSS CONNECTION SHEATHING PER (2) 8d JOINT, MAX. 1/$ GAP // ,"a z LEDGER PER PLAN SCREWS @ 16" O.C. -'--- @ FRAMING PLAN FOR TO MASONRY wl 2x6 PT CORNER CONDITIONS 2x4 PT LEDGER W/ $0 HEADER @ POCKET SLIDER WALL TO PRECAST 2x4 LEDGER W/ (2} 16d NAILING PER wl (2) 16d END NAILS SPACING EXTERIOR SHEATHING 114" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE * * N (4) 12d NAILS EACH EACH END SEE PLAN FOR O.C. PLAN w U O.C. MAX. 2x4 BLOCKING PLACED 2x4 #2 SYP P.T. @ EA. ,� TRUSS MEMBER SEE ELEV, FOR CONNECTION SEE ELEV. FOR FLATWISE (2) 16d 16" O.C. MAX. O.H. SIZE 2x8 w/ (2) 1 Od NAILS @ O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION 0 CMU WALL CONDITION FRAME WALL NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF fiFl TYPICAL SCAB OVERHANG REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS 314"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ROOF SHEATHING, 2x4 #2 SPF NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & wl (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END @ EACH STUD 12d NAILS @ EACH END 'r 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x$ TO 2x8 #2 SPF VERTICAL @ 24" O C w/ EXT 2x4 #2 SPF PRE-ENGINEERED 314"=1'-0" SIMPSON LSTA30 W/ 2x6 SYP #2 LEDGER. TO SHEATHING PER 2x12 wl 10d X 3 NAILS 2x4 SYP #2 LEDGER.(4) —7 SHEATHING PER BLOCKING 24" O.C. ROOF TRUSS - SEE // (22) 10d NAILS (ALL z (2) 114" X 3'/" SIM PS. SD @ 6" 0. C. 2x12 AT SCREWS @ 16" O.C. -'--- @ FRAMING PLAN FOR TO MASONRY wl 2x6 PT CORNER CONDITIONS S $0 HEADER @ POCKET SLIDER WALL TO PRECAST 12 NAILING SCHEDULE & ' wl (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUNDw O.C. MAX.; LINTEL w/ (2)ROWS OF TO MASONRY wl 2x4 PT * * N (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD} w U O.C. MAX. 114" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. ,� TRUSS MEMBER SHINGLE ONLY CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ X STAGGERED INTO TRUSS & (3) 12a „' EACH VERTICAL 2x BRG WALL, SEE PLAN FOR STUD SIZE & € € TRANSOM BETWEEN TOENAILS INTO OTHER TRUSS TRANSOM BETWEEN SEE WALL CLIP DETAIL FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR•', € € LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT.2x6 �- #2 SYP P.T. CONT. s w/ (2) 114" x 3 112" d w/ (2) 1/4" x 3 1/2" 2x BLOCKING • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE `,, PLAN FOR STUD SIZE & PRE -ENG. ROOF TRUSS PER PLAN BUILT-UP W/ (2) ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x6 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD ATTACHMENT BY EACH VERTICAL POCKET SGD ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY BUILDER VERTICAL BUILDER BUILDER U.N.O. CONNECTION DOUBLE F1 SECTION@@ BEARING AF�lSTEP BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/TRANSOM S02 HEADER POCKET SLIDER w/TRANSOM S03 HEADER alb POCKET SLIDER 314"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ p' NUT SET IN ADHESIVE 1.- SEE FOUNDATION PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST 6D1 D1\ CORNER COLUMN FRAMING SEE PLAN SIMPSON H3 CLIP 314"=1'-0" @ 24" O.C. w/ EXT. 2x6 SYP #2 LEDGER. TO SHEATHING PER STUDS w/ (2) 114" X 4'/" 2x4 SYP #2 LEDGER.(4) —7 SIMPS. SDS SCREWS @ 10d NAILS FOR 16" O.G. MAX.; TRUSS MEMBER TO GABLE END STUDS EXTERIOR WALL/TRUSS (2) 114" X 3'/" SIM PS. SD MEMBERS ONLY SCREWS @ 16" O.C. -'--- MAX.; O.C. MAX.; TO MASONRY wl 2x6 PT BUILDER SYP #2 LEDGER w/ (2) $0 HEADER @ POCKET SLIDER 114" x 2 314" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP �- @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER PLAN 2x4 SYP #2 LEDGER.(4) —7 10d NAILS FOR TO STUDS OR BEAM w/ TRUSS MEMBER CONY. FRAMED X SIMPS. 2x8 w/ (2) 10d NAILS @ MEMBERS ONLY SIDS114" S SCREWEW S @ 16" POCKET SGD O.C. MAX.; BUILDER TO GABLE END STUDS $0 HEADER @ POCKET SLIDER w/ (2) 114" X 3'/a" SIMPS. 4'4" MAX. L SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY wl 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1114" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY ©0 TYPICAL SHED ROOF DETAIL 1/2"=V-0" 1/2"=11-011 LEDGER 0. LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �- 2x8 #2 SPF VERTICAL �- @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH •• TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER $0 HEADER @ POCKET SLIDER 112"=1'-0" 314"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CbNSULTING &DESIGN, OF WMR &ASSOCIATES, LLC its strictly prohibited, 10dx3" 10d x 3" OPP. SIDE WCEPER W Q z r b ID V P CL�yy 5 L! W C m W 11 as I'�s r% •' % / k►C=z z ROOFS EATH.ING, FASTEN PER PLAN ._4 V �` 0_'�' . U_ e ����//1.1111111 J 2x4 #2 SYP CONT. wl (2) N 16d COMMON NAILS EA. STUD OR TRUSS � O MEMBER, TYP. (MAX. w r 24" O.C.). IF MASONRY, USE (2) 114" TAPCONS wl MIN. 2" EMBED. @, 24" O.C. z O TRUSS PER PLAN M ' <y 04WALLORTRUSS, SEE U-° PLAN (TRUSS SHOWN) O z O' rn 1-112"=1'-0" a U UZ IP J f!1 N Lu �-- 06 s U_ w d O Z P J a 2x8 TO UNDER SIDE OF U z ROOF SHEATHING a ��/ 0 L.L U H W d z� O 2x8 #2 SPF VERTICAL w 2 @ 24" O.C. wl EXT. Z n SHEATHING PER (D NAILING SCHEDULE & 0< W (4) 12d NAILS EACH O _ TRUSS MEMBER U (/) z 2x8 wl (2) 10d NAILS @ z EACH VERTICAL Uu�j G 0- 2 2 z L) a 1/2"=1'-0" O z 0 �• � z L JLU zO J ❑ y �( W F- t a CV IM o © z �— W z W O0 W O N u) CL LU STRUCTURAL ENG: CFG / BAD O DRAFTING: -STRUCT: AML U 2,01 LLD) Q QC CHECK: CC H JOB No. TM - 2151807 SANFORD LU ❑ SCALE: AS INDICATED W DATE: 03/03/16 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED OL BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYF: @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND 4 MASONRY WALL PER ' .I PLAN FIN. FLR. �P • f4 CC) GRADE DBL. TOP PLATE :L11T1»77MG1r 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O. C. 314" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 TR P WI 11 10d TO PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 314" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: STRAPS CALLED OUT WIIN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING a7 HEADER SIMPSON SP4 w/ (6) 10d 4 x1-112" @ 24" O.C. (USE NAILING SCHEDULE SIMPSON LSTA30 SyF�r SP6 @ 2x6 STUDS & SIMPSON LSTA30 NOTE: ALL FLOOR SP8 @ 2x8 STUDS) PRE-ENGINEERED FLOOR GIRDER OR TRUSSES TO BE P.T. IF LOWER: (1) 2x SILL ROOF TRUSS - SEE BEAM; SEE PLAN NO MOISTURE (2) 2x SPF TOP PLATE FRAMING PLAN FOR (2) 16d NAILS @ 6" O.C. BARRIER (FELT PAPER U.N.O. ON PLAN LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED HEADER OPENINGS STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE '� PLAN FOR SIZE AND O.C. FRAMING PLAN FOR HEADER FLOOR PLAN FOR MIN. REQ'D # OF STUDS TOENAILS EACH END AND SEE ARCH PLAN CONNECTIONS HEADER SIZE &REQ'D 2 -STORY WALL NAILS FROM TOP OF WALL JAMB STUDS SIMPSON MSTAM36 (MAX) 2x BOTTOM PLATE WI (2) SIMPSON LSTA18 - EXTERIOR SHEATHING DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO SD6 IS INDICATED, BASE STRAPS ARE REQ'D VERTICAL @ 48" O.C. 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 114" X 314" FLOOR SHEATHING SEE STANDARD 2-114" TITEN SCREWS END TRUSS OR FIELD � ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. 16d NAILS, BOTTOM WALL, STUDS @ 16" NAILING SCHEDULE NAILS USE SIMPSON MASONRY WALL BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU MSTCM60 STRAP W/ SEE FOUNDATION (MAX) CONNECTOR ' PLAN FOR MORE INFO REFER TO PLAN FOR (20) 16d SINKERS & (14 EXT. SHEATHING (2) 518" TYPE "X" WHEN CONNECTION BUILT-UP COLUMN 1/4" X 2-114" TAPCONS ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF INFO. FOR TRUSSES 20" TO SCHEDULE MASONRY ATTACHED 26" DEEP PER NAILING PRE -ENG. FLOOR (IF TITENS ARE NOT IN SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. SYSTEM - IF NO FLOOR LINTEL COURSE OR SHEATHING AND SYSTEM INSTALL INTO FILLED CELL USE MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) SIMPSON MSTC40 WI (36) 16d SINKERS. IF FLOOR SOLID BLOCKING U.N.O. SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 FLOOR TRUSS PER UNDER COLUMN _.. ... _... .. .. .. 4i..._ 4--.-�-..- -.-. .. w.r.-. __ PLAN ABOVE PROVIDE SOLID BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS1 1 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE NOTE: ALL FLOOR PLAN FOR MORE INFO TRUSSES TO BE P.T. IF NO MOISTURE tWeS4TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. 7AT BEARING WALL PER A PLAN BEYOND SEE FLOOR FRAMING COLUMNS PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. PER BEARING WALL TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 TR P WI 11 10d TO PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 314" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: STRAPS CALLED OUT WIIN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING a7 HEADER SIMPSON SP4 w/ (6) 10d 4 x1-112" @ 24" O.C. (USE NAILING SCHEDULE SIMPSON LSTA30 SyF�r SP6 @ 2x6 STUDS & SIMPSON LSTA30 S A ( ) " , i----• FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN U.N.O. T NFO IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNEC ION / STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° FLOOR GIRDER OR ANGLE) W/ (22) 10d LOWER: (1) 2x SILL ANGLE) WI (22) 10d BEAM; SEE PLAN NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 16d NAILS @ 6" O.C. OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. 2x STUDS, SEE 3", THEN RUN DOWN HEADER OPENINGS 3", THEN RUN DOWN 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ TYPICAL GIRDER COL. @ HIGH BEAM HEADER FLOOR PLAN FOR MIN. HEADER TOENAILS EACH END AND SEE ARCH PLAN EXTERIOR SHEATHING HEADER SIZE &REQ'D 2 -STORY WALL NAILS FROM TOP OF WALL JAMB STUDS 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE WI (2) SIMPSON LSTA18 - EXTERIOR SHEATHING S A ( ) " , i----• FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN U.N.O. T NFO IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNEC ION / (2)2x SILL AT WINDOW AND WINDOW IS PER PLAN FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL ATTACH 2x STUDS W/ BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d ,.. (2) 16d NAILS @ 6" O.C. STUD PACK w/ 10d TOENAILS. EXT T&B (PLYWOOD 2x STUDS, SEE NAILS @ 8"0.C. THEN HEADER OPENINGS SHEATHING REQ'D 2x4 #2 SYP BLOCKING FRAMING PLAN FOR STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x T&B) TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE wl (2)1od HEADER -SEE 2ND (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS SCHEDULE 3!4"=1'-0" /I 3/4"=1'-0" (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS 314 FLOOR SHEATHING SHEATHING PER PLAN 314 FLOOR SHEATHING SHEATHING PER PLAN 314" FLOOR SHEATHI ATTACH 2x STUDS W/ 112" DIA. THREADED (2) SIMPSON LSTA18 ATTACHED PER ,.. (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ T&B (PLYWOOD 2x STUDS, SEE 2x STUDS , SEE UNDER WINDOWS Al SHEATHING REQ'D 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK T&B) COL; SEE BRG WALLI FLOOR w/ (14) 10d SOLID BETWEEN HEADER -SEE 2ND TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS wl SIMPSO 2 -STORY WALL NAILS TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE WI (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 (2) 12d @ 12" O.C. SHEATHING/ DRYWA SD6 IS INDICATED, BASE STRAPS ARE REQ'D VERTICAL @ 48" O.C. STRAPS CENTERED @ INFO. W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END END TRUSS OR FIELD � FLOOR W/ (14) 10d FLOOR TRUSS TO 16d NAILS, BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF NAILS REFER TO MASONRY WALL BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU FOUNDATION PLAN SEE FOUNDATION (MAX) CONNECTOR ' PLAN FOR MORE INFO (3) 2x STUD PACK FOR FTG. EXT. SHEATHING (2) 518" TYPE "X" WHEN CONNECTION (2) 518" TYPE "X" WHEN 3" O.C. WALL ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. 118" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE SIMPSON MSTC40 WI (36) 16d SINKERS. IF FLOOR MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 PLAN _.. ... _... .. .. .. 4i..._ 4--.-�-..- -.-. .. w.r.-. __ MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT BE 112" GYP BOARD OR 15/32" OR 7116" OSB. ATTACH TO FLOOR 3!4"=1'-0" /I 3/4"=1'-0" (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS 314 FLOOR SHEATHING SHEATHING PER PLAN 314 FLOOR SHEATHING SHEATHING PER PLAN 314" FLOOR SHEATHI TRUSS w/ 8d NAILS AT ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER 16" O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE T&B (PLYWOOD 2x STUDS, SEE 2x STUDS , SEE UNDER WINDOWS Al SHEATHING REQ'D 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK T&B) @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN HEADER -SEE 2ND TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS wl SIMPSO !; TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE WI 2x BLOCKING FOR - AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWA SD6 IS INDICATED, BASE STRAPS ARE REQ'D VERTICAL @ 48" O.C. ATTACHMENT wl (2) PLAN FOR MORE INFO W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END END TRUSS OR FIELD 2x4) TO TRUSS w! (4) FRAME 2x4 KNEE 16d NAILS, BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF SYS, 42 FLOOR O.C. WI (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR ' PLAN FOR MORE INFO 112" GYP. CLG BD OR � � SCHEDULE FOR 112" GYP. CLG BD OR � (2) ROWS 8d NAILS @ (2) 518" TYPE "X" WHEN CONNECTION (2) 518" TYPE "X" WHEN 3" O.C. WALL IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO (3) 2x STUDS U-1 VI-`— -"— (4) 2x STUDS STANDARD CORNER A -A 3/4"=1'-0" TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA, END NAILED TO m�<<� x1-112" @ 24" O.C. (USE THAN 4' BUT LESS wl (2) 10d TOENAILS STUD PACK w/ 10d TOENAILS. OPENING THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN F - SIMPS. MSTAM36 wl SHEATHING REQ'D STUDS @ 16" O.C. (2) 2x SPF TOP PLATE (7) 10d NAILS & (4) 114" T&B) ATTACH SILL wl (2) 10d SOLID SHEATHING @ p iiW HEADER SIMPSON SP4 wl (6) 10d t>� m�<<� x1-112" @ 24" O.C. (USE ' SILL PLATE w/ (2) 10d +• ti�Fr SP6 @ 2x6 STUDS & TOENAILS. OPENING Q SP8 @ 2x8 STUDS) N F - �.�+Z `y Z CL (2) 2x SPF TOP PLATE 4 w/ (2) 10d TOENAILS U.N.O. ON PLAN F - (j HEADER -SEE 2ND W W FLOOR PLAN FOR MIN. !; w HEADER SIZE & REQ'D CMU WALL BELOW PER DETAIL INCDICATED ' JAMB STUDS W PROVIDE BLOCKING PROVIDE BL IF HEADER IS UPSET wmj AND WINDOW IS m LOWER: (1) 2x SILL PLATE w/ (2) 10d d TOENAILS. EXT. W TRUSSES TO BE P.T. IF HEADER OPENINGS L" LESS THAN 4FT(1) 2x ��.�irM���••,� SILL PLATE w/ (2) 10d +• . 1��/; •. TOENAILS. OPENING •• •,_ goo% LARGER THAN 4FT: (2) >' 2x SILL-P6ATE A35 ' •�r q�• Cy wl ; �.�+Z `y CLIPS EACH Sr12x; 4M CRIPPLES @ 16" O:":m ��! w/ (2) 10d TOENAILS © '� Q• T&B (PLYWOOD SHEATHING REQ'D �' • LU c® W o Z Z Lj � � J J x 2 114" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END T&B) '�'I ••••••r• � J _j LL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G * P� 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 -� l/r111111W, SIMPS. MSTCM60 CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER SINKERS & (14) 114" X 2 THAN 4' BUT LESS 114" TITENS INSTEAD. THAN 6' C (IF TITENS ARE NOT IN w , LINTEL COURSE OR 2 TOP &BOT. a��'' SIMPSON LSTA30 wl INTO FILLED CELL USE RIBBONS, CONT. (11) 10d TO STUDS .� ` 1/4 X 1 314 TITENS) �� ABOVE PLATE U.N.O. o SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON MASONRY WALL PER -�" . 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT —� CANTILEVER �-' SHEATHING TO PLAN MASONRY OR MTS12 PLAN ` `� BOTTOM PLATE W ` 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY PL FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION `HALL PER PLAN BARRIER (FELT PAPER OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLUOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 01 CANTILEVERED FLOOR TRUSS CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 114"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS101SD5 FOR - ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 314"=1'-0" TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z <1 SEE ARCH DWGS FOR LU TOPPING INFO a a 3/4" PLYWOOD FLOOR DECKING ATTACHED SL— I ( PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60115/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER CONTRACTOR TO ~�— SEE WS11/SD5 FOR ' PROVIDE ADEQUATE SIM. END CONDITION a� WATERPROOFING. NO ry. CONCRTE SLAB LINTEL PER PLAN .p. PERMITTED NOT USED 3/4"=1'-0" 314"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=11-011 SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS �— TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 314"=1'-0" U SEE FRAMING PLAN d� FOR FLOOR I CONNECTION w 2 „ FLOOR GRIDER OR BEAM O O U) ❑ Z O HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" 4- w U� J z w��`� N 0 s� w ob O 0� Z U � � ° ( o W F_ 2 < z�� 0 o W z W U � U Z W O a z 0 z © d' 1 d � t Z r UJI U z J 0 J a 0 < W c< W ❑ Y X 0000 1 � � m O J W W ;�❑p _. Q © _ w O ~ ~ O CC cn CL LU STRUCTURAL ENG: CFG / BAD O DRAFTING: F_ -STRUCT: AML VILD/ U) 6 Y�, QC CHECK; CC SANF Z JOB No. TM - 2151807 ORD w SCALE: AS INDICATED Q�A4 RTN� \ DATE: 03/03/16 Lij rY I-- 314"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIR&C NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNEFOR ION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING PROVIDE BL REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO "SOHEADER CONNECTION @ 2nd FLOOR SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON MASONRY WALL PER -�" . 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT —� CANTILEVER �-' SHEATHING TO PLAN MASONRY OR MTS12 PLAN ` `� BOTTOM PLATE W ` 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY PL FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION `HALL PER PLAN BARRIER (FELT PAPER OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLUOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 01 CANTILEVERED FLOOR TRUSS CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 114"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS101SD5 FOR - ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 314"=1'-0" TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z <1 SEE ARCH DWGS FOR LU TOPPING INFO a a 3/4" PLYWOOD FLOOR DECKING ATTACHED SL— I ( PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60115/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER CONTRACTOR TO ~�— SEE WS11/SD5 FOR ' PROVIDE ADEQUATE SIM. END CONDITION a� WATERPROOFING. NO ry. CONCRTE SLAB LINTEL PER PLAN .p. PERMITTED NOT USED 3/4"=1'-0" 314"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=11-011 SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS �— TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 314"=1'-0" U SEE FRAMING PLAN d� FOR FLOOR I CONNECTION w 2 „ FLOOR GRIDER OR BEAM O O U) ❑ Z O HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" 4- w U� J z w��`� N 0 s� w ob O 0� Z U � � ° ( o W F_ 2 < z�� 0 o W z W U � U Z W O a z 0 z © d' 1 d � t Z r UJI U z J 0 J a 0 < W c< W ❑ Y X 0000 1 � � m O J W W ;�❑p _. Q © _ w O ~ ~ O CC cn CL LU STRUCTURAL ENG: CFG / BAD O DRAFTING: F_ -STRUCT: AML VILD/ U) 6 Y�, QC CHECK; CC SANF Z JOB No. TM - 2151807 ORD w SCALE: AS INDICATED Q�A4 RTN� \ DATE: 03/03/16 Lij rY I-- 314"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIR&C 2x BRIG WALL W/ SIMPSON SP2 @ TOP & NAILS. UNDER SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ Isee PLAN OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING WALL IS CONT. BRG ON MTS 12 OR LSTA18 TO ATTACH PER NAILING (2) 2x6 w/ HUC26-2. BLOCKING BELOW. SCHEDULE 2x BLOCKING W/{2) 12d NOT REQ'D IF STUD IS TRUSS PLAN FOR TOENAILS EACH END CONNECTED wl MTS12 CONNECTIONS (IF 2x BASE PLATE W/ (2) OR LSTA18 TRUSS IS CONT. BRIG 12d NAILS @ 12" O.C. FLOOR TRUSS PER PLAN 2x BLOCKING WI (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END NAILS @ 6" O.C. ATTACHED PER W BOTTOM ARE REQ'D NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYP C.M.U. WALL PER PLAN BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON 2x BEARING WALL HUC24-2 EACH END, HUC24-2 EACH END, PROVIDE 2x4 BRACE USE (4) 10d & (2) 10d1 USE (4) 10d & (2) 10d & MORE INFO NAILS, UNDER NAILS. UNDER ROOF SHEATHING Z Isee PLAN SP1 @ BASE. LSTA18 WINDOW JAMBS ONLY OR MTS12 MAY BE 2x4 BLOCKING USED @ BASE.(WHEN WINDOW JAMBS USE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS (2) 2x6 w/ HUC26-2. w/ LSTA18 @ 16" O.C. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER 314" TAPCONS PEF TRUSS PLAN FOR TRUSS PLAN FOR PLAN ATTACHED PER CONNECTIONS (IF CONNECTIONS MASONRY WALL A TRUSS IS CONT. BRIG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS SECTION @ COMBO TRUSS AS1 (2) 2x SYP #2 COLW ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGI FLANGE, ATTACH LEDGER TO EA. COLUMN w/ (4) 114" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2' 1'-011 1 Innlr.rn n.. OTHERS PLAN PLAN 2x BRIG WALL W/ ROOF SHEATHING SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.0.) OR MTS12 MAY BE 2x4 BLOCKING USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 114": TO TRUSS BELOW) 314" TAPCONS PEF 314" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A IF SHEATHING IS NOT FRAME WALL FLOOR TRUSS PER PLAN SEE FLOOR FRAMING SEE PLAN MASONRY (SHOWN) OR WOOD WALL PER PLAN 1/2"= 11-011 SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL F PLAN WALL SPLICE DETAILS EXTERIOR SHEATHI' FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE 2x6 #2 SYP CONT. LEDGER W/ (2) Ya"x3-112" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA. END - USE IRECESS (3) SCREWS FOR 24" SIMPSON LUS26. U: LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W1 TRUSS TRUSS SHOP �AWINGS P2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) )01 LEDGER AT GIRDER KDO3 LEDGER @ OPEN TO BELOW 1-1/2"=V-0" 314"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER .� .— NAILING SCHEDULE ROOF SHEATHING — IMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE II TRUSS PER PLAND NOT USED a I2x6 #2 SYP CONT. _ LEDGER W/ (2) Y"x3-112"I I SIMPSON LUS26. USE -� , SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY 16 O.C. MAX. & 3 (TRUSS. VERIFY WI FROM EA. END - USE (3) I TRUSS TRUSS SHOP WINGS SCREWS FOR 24" O.0 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24 O.C. OPT. TRUSS RECESS LEDGER G`T`USE 4)1A. 6dN I S) LEDGER @ LOW ROOF 314"=1'-0" EXT. FINISH PER ROOF SHEATHING �SIMPSON H2.5 EA. TRUSS O.G. -SEE FRAMING I ATTACH PER NAILI� SCHEDULE I BLOCK ADJACENT 2x4 BLOCKING I PRE-ENGINEERED SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Ya"x3-112" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA. END - USE IRECESS (3) SCREWS FOR 24" SIMPSON LUS26. U: LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W1 TRUSS TRUSS SHOP �AWINGS P2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) )01 LEDGER AT GIRDER KDO3 LEDGER @ OPEN TO BELOW 1-1/2"=V-0" 314"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER .� .— NAILING SCHEDULE ROOF SHEATHING — IMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE II TRUSS PER PLAND NOT USED a I2x6 #2 SYP CONT. _ LEDGER W/ (2) Y"x3-112"I I SIMPSON LUS26. USE -� , SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY 16 O.C. MAX. & 3 (TRUSS. VERIFY WI FROM EA. END - USE (3) I TRUSS TRUSS SHOP WINGS SCREWS FOR 24" O.0 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24 O.C. OPT. TRUSS RECESS LEDGER G`T`USE 4)1A. 6dN I S) LEDGER @ LOW ROOF 314"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.G. -SEE FRAMING FROM EA.END PLAN FOR MORE INFO BLOCK ADJACENT 2x4 BLOCKING BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE FASTEN ROOF 2x8 #2 SYP P.T. SILL PLATE w/ 112" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN, 7" 2x8 #2 SYP P.T. SILL – EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR BLOCK ADJACENT J -BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) FASTEN ROOF 1x PT NAILER AS REQ'D @ 24" O.C. TO FLOOR CONT. #5 IN TIE BEAM 2x4 CONT. WI (2) 12d EXT, FINISH PER 2x4 BOTTOM PLATE, ARCHS w 1-11211=11 /'SII 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE WIY2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. WI MIN. 7" EMBEDMENT & 6" FROM EACH END mom SECTION @ OPEN TO ABOVE 12 PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN --""-� FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" C SCHEDULE 2x4 STUDS @ 16" 112" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ['�I 11—ATI Ilh 1/'� l'+l"1AIT Tf1 FOR LOCATION H 2x BLOCKING wI (2) 12d PLATES U.N.O. TOENAILS EACH SIDE BLOCK ADJACENT IF WALL SHEATHING IS STOPPED BELOW ROOF LINE DIAGONAL AS SHOWN. FOR CONNECTION @ 2x BASE PLATE WI 12d FASTEN ROOF @ 24" O.C. TO FLOOR 2x4 CONT. WI (2) 12d SYSTEM BELOW 2x4 BOTTOM PLATE, NAILS TO EACH STUD w IF SHEATHING IS NOT 2nd STORY WALL PER PLYWOOD FLOORING---\ PLAN SEE FLOOR FRAMING a✓ PLAN FOR MORE INFO NAILS @ 6" O.C. �$ W BOTTOM ARE REQ'D (5) 16d NAILS BRACE " SEE PLAN FOR C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE Q 2x BEARING WALL TRUSS DIRECTION r PROVIDE 2x4 BRACE A�F�lBRACING @ 2 STORY FRAME WALL CL & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" C SCHEDULE 2x4 STUDS @ 16" 112" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ['�I 11—ATI Ilh 1/'� l'+l"1AIT Tf1 1 11 =1 1-011 PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD021SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/411=1'-011 I/Y /\J-I!L V11V11 VVIY SDS SCREW @ 16" O.C. 2x4 BLOCKS, (2) 16d ALL THREAD ROD H NAILS @ EACH END. PLATES U.N.O. @ 48" O.C.; SEE BLOCK ADJACENT U- FOUNDATION DETAILS DIAGONAL AS SHOWN. FOR CONNECTION @ FASTEN ROOF BASE SHEATHING TO 2x4 BOTTOM PLATE, BLOCKS W/ 8d NAILS @ w IF SHEATHING IS NOT CONNECT TO DOUBLE ❑ CONTINUOUS TO BASE TOP PLATE W/ 16d a✓ PLATE, SP8 TOP AND NAILS @ 6" O.C. �$ W BOTTOM ARE REQ'D (5) 16d NAILS BRACE " z C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE Q 2x BEARING WALL 0 cv WITH ROOF LOAD PROVIDE 2x4 BRACE A�F�lBRACING @ 2 STORY FRAME WALL 1 11 =1 1-011 PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD021SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/411=1'-011 I/Y /\J-I!L V11V11 VVIY SDS SCREW @ 16" O.C. 2x4 BLOCKS, (2) 16d © 'cr 0. H NAILS @ EACH END. PLATES U.N.O. F- BLOCK ADJACENT U- BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF cn w ILa SHEATHING TO BLOCKS W/ 8d NAILS @ w 6" O.C. ❑ W a✓ 1 �$ W SEE FLOOR PLAN (5) 16d NAILS BRACE " z TO BLOCKING T_ Q 0 cv PROVIDE 2x4 BRACE Z CL TO EACH ADJACENT 0 W DIAGONAL, FASTEN 1 TO DIAGONAL WI (2)W CIO16d NAILS 1 Q 0 H 1 1 � 1 TRUSSES PER PLAN 0 W U Q 1 O WALL BRACING @ 48" Z O.C. MAX. 45° FROM p 1 1 HORIZONTAL (+/- 10°) 1 O BRACE NOT REQUIRED mII W W 6' FROM EAVES. Q LLI Ld 111_11-� t0Y11.�h�Y4... a ry W.1 -SIN941 LU 40 z Z z 0 ©`!vu v Ci (2) 2x SPF TOP �y &I:...s= _J EL © 'cr 0. �o Z _```�j• PLATES U.N.O. U- 0 .. cn w ILa _� tp (2) 2x HEADER a✓ 1 �$ SEE FLOOR PLAN I 1 1 O FOR MORE INFO I 1 1 CL 1 Uj W 0 1 1 � 1 W ��Sf W Si Q 1 O 0 1 Z �d 1 1 1 O �i O 1 ¢� I I 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 I 1 TO ALIGN W1 STUDS 1 1 1 BELOW 1 1 1 1 1 1 I 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE I PLATE 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM I KNEEWALL OR BEAM (2) 2x SPF TOP I PLATES U.N.O. I I 1 1 I 1 1 I 1 1 (2) 2x HEADER I I 1 SEE FLOOR PLAN 1 I I ' FOR MORE INFO 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE TO � ; B I ALIGN W/ STUDS BELOW I 1 I11 1 1 1 1 2x P.T. BASE PLATE ' t SEE BEARING SCHED. I I 1 FOR A.B. INFO 1 1 1 A 1 1 SEE FOUND. PLAN FOR FTG. REQ. I I I_ J Z I- O Q 0112" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FOR 0PLATE TO HEADER WITH LSTA12 BENT OVER Q W MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d O Ll.l NAILS INTO HEADER W IF PORTIONS OF THIS WALL O SEE CHART FOR REQUIRED JACKS ! IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM ❑ Uj E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Q UNDER 2ND STORY COLUMNS, PROVIDE a SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 0 0 111_11-011n1 IN 1 O ,, COPYRIGHT MCD 2014: The information contained in thus document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN,. OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. C] Z US Z2O p W J Q IY d Y r 000© N m J Z Uj 00 W Q0 U) �— N cn tt w o: H STRUCTURAL ENG: CFG / BAD O DRAFTING: -STRUCT: AML U) J QC CHECK: CC �J��ING Z JOB No. TM - 2151807 S�'tl f U SCALE: AS INDICATED W DATE: 03/03/16 �FPAF- f/) 6!$16 � #� SD6 © 'cr 0. �o Z _```�j• J 0 U- 0 .. cn w ILa _� tp a✓ �$ O Z O CL Uj W 0 U J � W ��Sf W Si Q 06 ri O 0 1 Z �d P Z,5 O O �i O ¢� 1 SEE FOUND. PLAN FOR FTG. REQ. I I I_ J Z I- O Q 0112" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FOR 0PLATE TO HEADER WITH LSTA12 BENT OVER Q W MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d O Ll.l NAILS INTO HEADER W IF PORTIONS OF THIS WALL O SEE CHART FOR REQUIRED JACKS ! IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM ❑ Uj E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Q UNDER 2ND STORY COLUMNS, PROVIDE a SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 0 0 111_11-011n1 IN 1 O ,, COPYRIGHT MCD 2014: The information contained in thus document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN,. OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. C] Z US Z2O p W J Q IY d Y r 000© N m J Z Uj 00 W Q0 U) �— N cn tt w o: H STRUCTURAL ENG: CFG / BAD O DRAFTING: -STRUCT: AML U) J QC CHECK: CC �J��ING Z JOB No. TM - 2151807 S�'tl f U SCALE: AS INDICATED W DATE: 03/03/16 �FPAF- f/) 6!$16 � #� SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO STUDS REQ'D @END `. _ � OF LANDING W/ MIN. (6) FLOOR SYSTEM QO 16d NAILS FROM LEDGER TO STUD PACK Q H LINE UP 2xJOIST IN Z LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE w STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR d O SYSTEM &LANDING 2xJOISTS @ LANDING N FRAMING z @ 16"O.C. W/ SIMPSON Z A35 OR LUS26 HANGER O z ON EACH SIDE - Q H �g W U (n op = W 6" MIN.0 o W O U 0 Z D (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO _ qp W END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT 9f� "`;A STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d Ln CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. LL Q TO BEAR DIRECTLY ON TO EACH STUD. 2 1/4 DEPTH W/ (3) 10d (() z `� u—L. ,�%11i1 {flttl w BUILT UP COLUMNS x 3 1/2 TITENS 16 g rr ��, . TOENAILS EACH END @ r ,k a o BELOW O.C. MAX. FOR ifl.� ��► 's • ti EE TURN LANDING MASONRY WALL) `� 10"MIN. ``,' �••.••psN••••��,,.✓ A A PLAN VIEW @ 90 DEER U ••W L-�:z� ie z z SEE SCHEDULE FOR MAX WIDTH OF LANDING Z 0, < U MIN. 3 2x SYP #2 '� • �1 y ..+ W �. REQ'D END 2"g- STUDS•••N•geOF LANDING W/ MIN. (6) 3/4 PLYWOOD OR OSBSEE PLAN FOR DEPTH • _j p 16d NAILS FROM SHEATHING OVER e LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL ,-k!Pt ,10LL PACK PER GENERAL FLOOR O/lLf {{Ili�1� CONSTRUCTION NOTES Q MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING U 0 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. 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YM+,. 7..", v .a W+Aa kih�v. ... ,,. m ..s 4.4 •T u a ,m r. ,. �. I3,... ,. :,M l'. N�iTu,.;i. n.,�. .:.x .fie e., ..... M1. Y't' .. ......� �7L D. �../I H�'u rt �5�a',ekk,`�'+'S .u+Mk.,:., fn..,,n y„D. 4Ai�'.%&d.. YtlY�% k. >.,,. A �+�.TtlM.rb•t61469�A.nwlYEl54s a.. `oda Avi.+. LU p LANDING PER U ” SCHEDULE ILLI IL U Q I hy` � V SEE PLAN FOR U �� MASONRY WALL OR O C Q WOOD WALL- 0 z SIMPSON A35 BF B CONNECTIONS O Q U MASONRY WALL OR O FRAME WALL BEYOND d (2) 2x BEAM PER 2x JOIST (P.T. IF cc SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R j� r p (� U Z STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/(3) 16d W -u CROSS SECTION OF BEAM TO LEDGER w n CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16 O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" J D u) C M BUILT UP COLUMNS x 3 1/2" TITENS @ 16., Q Z00 BELOW O.C. MAX. FOR cn QZ d. STRINGERS TO BE w�, S MASONRY WALL) 0 Z p F o NOTCHED AT LANDING O A—A PLAN VIEW c� 180 DEGREE TURN LANDING Z NAWz15 _ �— wig SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS O p F _ 4(<\ ST02 NOT USED " Z a <1 W E BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING -- -- - SEE ARCHS. FOR MAX. 2x8 8'4" 12'-0" RISE OF STEPS AND 2x6 6'-0" 3/4” O.S.B. W/ 8d NAILS MIN. TREAD DEPTH 4'-0" W @ 3" O.C. TOP AND (3) 2x12 2x8 8'-0" BOTTOM CHORD (2) 2x12 2x6 6'-0" -JOIST PER FRAMING 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR (2) 2x12 2x6 6'-0" BEAM/FLOOR TRUSS R 2x6 4'-0" 3Y2a PER PLAN (3) 2x12 2x12 V-011 (2) 2x12 2x8 PENDING LANDING 9'-0" \ 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE SEE ARCH PLAN (3) 2x12 REQUIRED. SEE PLAN 91707: , 2x12 STRINGERS ONE 2x8 FOR REQUIRED 71.011 ON EACH SIDE AND 2x6 HEADER AND ONE @ MID-SPANA (2) 2x12 n SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER --�� (2) 2x12 2x8 9'-0" TO LANDING 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF W STRINGER I I I ATTACHING TO MASONRY WALL) CONT I I I NAILSO LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" @ 24" O.C. ONE @ MID -SPAN I I I I I I I I I x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF O.C. MIN. AND @ ANY m LANDING FOR - 24" O.C. W/ (2) 12d STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO (NOTCHED @ 2x6 SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER Z X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END ... MIN. (3) 2x4 SPF #2 HANDRAILVERTICAL NOTCH SILL PLATE DISTANCE OF 1-1/2" COLUMN p W HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING -- -- - (3) 2x12 2x8 8'4" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" W B 6 (3) 2x12 2x8 8'-0" SINGLE TRUSS PARALLEL To FLOOR PERPENDICULAR TO (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" ST1 (3) 2x12 2x8 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" 3Y2a (3) 2x12 2x12 V-011 (2) 2x12 2x8 71_0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8. (2) 2x12 2x8 T7,0„ . 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0' SEE ARCH PLAN (3) 2x12 2x12 91707: , (2) 2x12 2x8 71-0„ 71.011 (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" ------- PLAN EQUALLY SANFORD p SCALE: AS INDICATED ATTACHED PER 1. BASED ON MIN. TREAD DEPTH"OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN o — -- -- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT O oc�UixX LU DATE: 03/03/16 SEAM IS REQUIRED At. THE OUTSIDE FA�.r�'�E;.OF THE LANDING FOR FACE OF TRUSS �,` STRINGER ATTACHMENTS t`E1=``CHART,FOR`MINIZEbF INSIDE'BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS` PLY BEAM TOGETHER USING 12d NAILS AT 4 O.C. W B 6 Q SINGLE TRUSS PARALLEL To FLOOR PERPENDICULAR TO - 1 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" � ( 3/4"=1'-0" N.T.S. ST1 >. UNDER BEAMS LESS THAN 2x12) f:C4< , IN -D 014: The information contained in this document 1 � ri hted and is the exclusive ro ert'' �of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC COPYRIGHTMC 2 0 0 s copy g ._ p p Y An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC is strictly prohibited. Y p p Y 3Y2a P Ill -2 O SEE ARCH PLAN 2x4 CONT. TOP PLATE W vJ MAX. 4ABOVE FLOOR !ATTACH TOP PLATE TO 0'-0" W STUDS W/ (2) 16d TOE W 2x4 #2 SPF STUDS X X NAILSO = 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ a �— O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM Z HANDRAILVERTICAL NOTCH SILL PLATE LOCATIONS). p W KNEEWALL FOR VERTICAL NOTCH SILL AND 0 O PLYWOOD FLOORING 0 - 2 TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO z V 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING Q Z 0 -e 2x4 CONT. TOP PLATE 11 (ATTACH TOP PLATE F - 'r ' ATTACH 2x6 VERTICAL TO STUDS (2) 16d z DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" SDS WOOD SCREWS TOE NAIILSW/ 3 Z Z F - 0 SECTION X -X N.T.S. EQUALLY W = 0 J J SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 0 U) Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Z ATTACH TOP PLATE TO 3 " ATTACH TOP PLATE TOFACE OF TRUSS STUD TO BE W ,, O STUDS 2/ (2) 16d TOE '�'` STUDS W/ (2) 16d TOE 312 ATTACHED TO TRUSS = 0 00 O NAILS NAILSSEE ( BELOW (OTHERWISE I-' LO 2x4 #2 SPF STUDS @ ARCH PLAN ATTACH W/ (2) 12d S ., m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @BOTTOM) O HJ Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X 0 (— _j W LL. SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z >- 0 Q FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. O --j Q O = I ACCOMMODATE 2x � CONT. BRACE & 10d c 5 O F- 2 Ill— HNAILS 2x4 SILL PLATE W/ (2) NAILS@ 4" O.C. TO W 2X4 #2 SPF SILL PLATE NOTCH SILL AND ( 10d NAILS @ 4" O.C. IEBz_= FLOOR SHEATHING U) IZ W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 °°'°°" W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ (2) %4'x3" SDS DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY ? STRAP (1 EA. SIDE OF ___ �'� SPACED & CENTERED STRUCT: AML STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS TO TRUSS W/ (3) %4" x 3" L -BRACE @ 6'-0" O.C. & �Lp� _j Q QC CHECK: ------ -.__._ CC - -- - FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING �� Nc I= JOB No. TM - 2151807 BASE PLATE ., . PER FLOOR PLAN NOTE:W "PLAN PLAN EQUALLY SANFORD p SCALE: AS INDICATED ATTACHED PER 1. BASED ON MIN. TREAD DEPTH"OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN — -- -- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 0�A�F21 a�` LU DATE: 03/03/16 SEAM IS REQUIRED At. THE OUTSIDE FA�.r�'�E;.OF THE LANDING FOR FACE OF TRUSS �,` STRINGER ATTACHMENTS t`E1=``CHART,FOR`MINIZEbF INSIDE'BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS` PLY BEAM TOGETHER USING 12d NAILS AT 4 O.C. rST10I`3� HANDRAIL CONNECTION AT FLOOR TRUSSES B 6 (2) (2) SINGLE TRUSS PARALLEL To FLOOR PERPENDICULAR TO - 1 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" � ( 3/4"=1'-0" N.T.S. ST1 >. UNDER BEAMS LESS THAN 2x12) -D 014: The information contained in this document 1 � ri hted and is the exclusive ro ert'' �of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC COPYRIGHTMC 2 0 0 s copy g ._ p p Y An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC is strictly prohibited. Y p p Y RECORD COPY 2.6 1 151& 5PE1141- I -a.