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432 Red Rose Ln 17-1862 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2X6 SUB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H.,150 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. AMESBURY - 1588 -ELEVATION "A" GARAGE LEFT TAYLOR MORRISON REDRAW NOTES 02-22-11 CREATED LOT SPECIFIC PLAN FOR LOT 99 IN THORNBROOKE 40s ELEVATION "A" GARAGE LEFT W1 PLAN OPTIONS INCLUDING: CABINET OPTION AT KITCHEN, LANAI EXTENSION, MASTER BATH OPTIONAL SINK, VENT HOOD OUTSIDE, (5) CEILING FAN PRE-WIRE5 AND ADDITIONAL INFERIOR GF.I.OUTLET. PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -FLOOR PLAN NOTES 2A2 -FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, DETAILS 3A1 -FRONT ELEVATION 3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4 -ELECTRICAL PLAN RECORD COPY Fi VIMED f -OR GODS C©MPLIANCE MINER DATE �9VISIO A PERMIT ISSUED SHALL BE CONSTRUED TO BE. A LICENSE TO PROCEED WITH THE VVORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, :",\L1 FR OR SET ASIDE ANY OF THE PROVISIONS OF "II{E TECHNICAL GOD EHENOR SHALL I BUILDING OFFIC�fACFROM THEREAFTER ENT REQUIRING P, S IN P CONSTRIO OR VI()L-ATIONS OF UGTHIS CODE COMPACTION ACTION TEST REQUIRED Results to be Verified at Slab Inspection #17 1 862-? 'N' O' r A! �� GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.GR - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITNN THIS SET OF DRAWINGS (REFERENCING LUMBER SIZES OR WALL THICKNESS AM TO BE CONSIDERED "NOMINAL, DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND 13UILDNG TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REM( REMENTS OF SECTION 1012A OF THE FU3,C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, NCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA I3Y NOT LESS THAN 112 INCH (121 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS $HALL BE SEPARATED FF4M ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112 NCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FU3C.R - 5TH EDITION (2014)1710235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMNG APPLICATION REQUIFEME CTS TO BE PER F.13.C.R - 5TH EDITION (2014) R103b.1 AND ASTM C 1061 ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 118 INCH LONG 16 GAVE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.BjCR - 5114 EDITION (2014) R103h2 AND ASTM C 92b. PER F.DLR 5TH EDITION (2014) 8103h2l WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-112 INCHES SHALL BE MVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS N ACCORDANCE WITH ASTM C 926, THE WEEP SCREED $HALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ALAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F=R 5TH EDITION (2014) 8103:63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PEWEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PARR STUCCO APPLICATION AND CURING PER FRCR 5TH EDITION (2014) R103/9,5 OR N ACCORDANCE WITH ASTM C 92b. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THIRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MOVE THAT 100 SF, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL LOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION WIG147 DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: 1. EACH BEDROOM MUST HAVE ONE, WINDOW THAT COMPLIES WITH FESS CODES, IF THEW IS NO ACCESS TO EXTERIOR WUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENING$. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER NTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE CF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103:8. WINDOW INSTALLATION: 1. WINDOWS $HALL BE INSTALLED AND FLASHED N ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL RE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOM NOT LESS THAN 13x8" IN THICKNESS, SOLID CORE (SL.) OR HONEYCOMB CORE STEEL DOORS NOT LE65 THAN 13/8" THICK, OR 20 MINUTE FIRE RAZED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GATE FLOOR ELEVATIM ASPHALT SHINGLES (IF APPLICABLE) 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 89052/91 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14:121, TWO LAYERS OF UNDERRLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYR II OR TYPE IV OR AM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 890521. FOR ROOF SLOPE$ FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDEBLAYMENT COMPLYING WITH ASTM D 22b, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 61015 REQUIRED IN ACCORDANCE WITH SECTION 890521. CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 5TH EDITION (2014) 89053 SHALL BE N ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF F1R5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE IN57ALLATION MANUAL,FFi'H EDITION WHERE THE YAW IS DETERMINED IN ACCORDANCE WITH SECTION R3012J3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR. - 5TH EDITION (2014) RW533 SHALL CORM WITH ASTM D 226, TYPE II, ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION U44ERE THE VAw 16 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS Il$ In OR 90. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE H &ER PONT 1UI-ERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) N COMPLIANCE WITH ASTM CRSS, C1325, OR 01118 AND INSTALLED IN ACCORDMCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS 15ACKEIRS FOR WALL TILE N TUB AND SHOWIER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: L PENETRATION. PROTECTIVE SLEEVES AROUND PIPING M94ETRATNG CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. F SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -COR V61VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERRMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLA SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY F 4M THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOW. GUTTERS WITH DOUNSPOUTS ARE RREQWRF-D ON ALL BUUILDING$ WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENWaGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL C0NTRACTOR AS AN ATTACHMENT TO THIS FILM SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR =TS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 NCWES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE UTALL$ OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (OAS 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 11b no ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE (PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 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: L OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAM. SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE )RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUT1a00RS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE 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 ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 46 DEGREE (019 RAD) BLIND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1:6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN B INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE N ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS'(THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A R EMMLY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FRC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DIRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF REMSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO C&MNCEMIEhIT 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 CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRRECTION / REVISIONS. ANY RREb16IONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ,414E MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED $HALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARL: MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 09-29-2016 U » JOB lyt M fR 27002, 076 CAD FILE NAME LOT 99 ISSUED 02-22-77 REWSED x C 100 0 W SCAM STR Wr FA" C M MSR, R=A3A W77 813 .9w . leo Im 813 .9W . WW FAX wwwnwV5BEw&CCM TAMPA • ME 4VER- 0� .` c5j°9 0 211 v ~ E v` C© ra m 4NO 1 R I » JOB lyt M fR 27002, 076 CAD FILE NAME LOT 99 ISSUED 02-22-77 REWSED Z --1 C. L) I WE cri Cq o Z ;ro o® � °LU c ® ° Z d ® z�� ° i ®®aaaaa�t e `I rri" r�rr�� 00 (APmmq Coe, 00 F� Ch 0Ch F� >70 L9 •I • 1588 ■II��IIIIIII�IMI�lAII�IIII" L777LE • ET OTES • SHEET • DAVIS BEWS DESIGN GROVP W SCAM STR Wr FA" C M MSR, R=A3A W77 813 .9w . leo Im 813 .9W . WW FAX wwwnwV5BEw&CCM TAMPA • ME 4VER- -- w Mr. 19% e - •s - Z --1 C. L) I WE cri Cq o Z ;ro o® � °LU c ® ° Z d ® z�� ° i ®®aaaaa�t e `I rri" r�rr�� 00 (APmmq Coe, 00 F� Ch 0Ch F� >70 L9 •I • 1588 ■II��IIIIIII�IMI�lAII�IIII" L777LE • ET OTES • SHEET • PAVER DRIVE 1 LEAD WALK TAYLOR MORRISON USES EIORA-CARE TO TREAT Tl E INTERIOR FRWED WALLS TO PREVENT SUBTERRMIEAN TTEF4111ES GiC. VERIFY TWAT DECO DRAIN IS INSTALLED AT PLANTERS OETILM WALKWAY AND GAR46E SLAB I NTERFACE PLAN SCALE: 114" -- I'-0" GARAGE LEFT x w GG. VERIFY ACRYLIC R R V -.-.�.� .rn--a*+r• 0 D Nw ON LANAE O >VV ° U. PAD "ELEVATION O O 33.o >j E tmc IFAIC LOCATION) 15'-Z" 61-2" f - J 0'411 8'-6" *+ z is 4" P:VC. l l/1" RECESS FOR SW. RiRRENCE wil ELEYATON w 0'-0" ;p 1'-6" 15'-2" 2'-8" 4'-8" J GAR)EN TILE SEAT\ZtL SINK I t D ABY. W/ DISP as I '�— 7z I � jr--ZIP KVID rt' ELEVATION f -J 0'-4" 3'-4" I RI:F. I ;- L___l. FROVIDE WATE=R LINE FOR ICE MAKER Y 1p Z' -s" 2'4" 22'-s"' Q � II II II II RFERENCE ELEVATION 4KiLAO --� :'a 9 11'-311 2'-111 10'-8" 1 l W#4 3/4" RECESS FOR ENTRY DR ELEVATION REFEl10E � (-? 0 ELEVATION � -Z(+J 0�-0�� ELEVATION t -J 0'-4" ------- ----------------L– --------------- -_ c � —n°�RY-ER— SFO I WALLA V _ J L _ — — -- 8" I8'-8" w 8" 5'-8" 4'-4" 1 1 � PAYERS N Fl lk ELEVATION M 11/2" RECESS FOR GAR DR PAVER DRIVE 1 LEAD WALK TAYLOR MORRISON USES EIORA-CARE TO TREAT Tl E INTERIOR FRWED WALLS TO PREVENT SUBTERRMIEAN TTEF4111ES GiC. VERIFY TWAT DECO DRAIN IS INSTALLED AT PLANTERS OETILM WALKWAY AND GAR46E SLAB I NTERFACE PLAN SCALE: 114" -- I'-0" GARAGE LEFT • ,IOB NUMBER 27002.076 ` CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED x w DAMS BEWS DESIGN GAM V -.-.�.� .rn--a*+r• 0 D Nw O >VV ° U. O O 33.o >j E tmc r*C-4 �ca �h *+ z is • ,IOB NUMBER 27002.076 ` CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED • T)TLE • SLAB INTERFACE PLAN SHEET L • DAMS BEWS DESIGN GAM M SrA"M SMMr EAsra7R CUDI &M, RM 3077 MS. 925.OM TFL 813.925.1800 FAX W W WJ:)AN6BEWSA:M TAMPA • 1�EhNBi. -.-.�.� .rn--a*+r• • T)TLE • SLAB INTERFACE PLAN SHEET L • t II �I I 1 I.. ,,,,L,._.11A1Ihl"iL..a11 X w DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE »o SIAM S Mr EAST oma, RCSM& W" 813. 925. moo Tm 813. 9W .1800 FAX VVWWDAVNft'%N&CCM TAMPA • ©E VOR.cri 0 T°a ALL EMER63ENCY ESCAPE AND RESCUE OPENINGS SNAIL COMPLY WITH R310 PER F.5jC.R - 5TH EDITION (2014) TDM APF. dr (2) 26 SH. HD. AT 6-0" * 1:055 TEMP. 0L. ON 6" K _-.- 2x8 LOW WALL W/ MARBLE CAP (WE DETAIL ON SHEET 2C) �c 'Q a im PAVER DRIVE / LEAD WALK 3A2 AFF. *--V" AN'. TAM �� APF. id J TAM. 9'-4° ti N 2x FRAMING (M. AT DOOR) ac 9'-4•' AFF REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS HATCHING LEGEND INSULATE WALL LIVING 1588 S.F. GARAGE 403 S.F. ENTRY l(o 5p. LANAI 101 S.P. TOTAL SQ. PT. 2114 S.F. MAIN FLOOR PLAN NOTES. SCALE: 11411 - 11-011 GARAGE LEFT TYPICAL MASONRY X w DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE »o SIAM S Mr EAST oma, RCSM& W" 813. 925. moo Tm 813. 9W .1800 FAX VVWWDAVNft'%N&CCM TAMPA • ©E VOR.cri 0 T°a WINDOW WIDTHS C NW 2011 21" 31" 5311 WINDOW CALL -OUTS �7 26" 12 5H 1/2 32 5H 22 5H 32 5H w Lu � = 39" 13 5H 1/2 33 SH 23 SH 33 5H O51" ra m u 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 51-1 25 5H 35 5H z 12" 16 5H 1/2 36 5H 26 SH 36 5H G.G. VERIFY MASONRY OPENINGS FOR ALL WINDOWS, w WINDOW SIZES AND INSTALLATION MAY VARY PER I— F__ MANUFACTURER AND SPECIFICATIONS. • REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CA5EMENT- CSMT, OR FIXED GLASS- F6) TDM APF. dr (2) 26 SH. HD. AT 6-0" * 1:055 TEMP. 0L. ON 6" K _-.- 2x8 LOW WALL W/ MARBLE CAP (WE DETAIL ON SHEET 2C) �c 'Q a im PAVER DRIVE / LEAD WALK 3A2 AFF. *--V" AN'. TAM �� APF. id J TAM. 9'-4° ti N 2x FRAMING (M. AT DOOR) ac 9'-4•' AFF REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS HATCHING LEGEND INSULATE WALL LIVING 1588 S.F. GARAGE 403 S.F. ENTRY l(o 5p. LANAI 101 S.P. TOTAL SQ. PT. 2114 S.F. MAIN FLOOR PLAN NOTES. SCALE: 11411 - 11-011 GARAGE LEFT • JO NUMBER 27002.076 • CAD FILE NAME LOT 99 ISSUED 02-22-i7 REVISED X w DAVIS BEWS DESIGN GROVP C »o SIAM S Mr EAST oma, RCSM& W" 813. 925. moo Tm 813. 9W .1800 FAX VVWWDAVNft'%N&CCM TAMPA • ©E VOR.cri 0 T°a 0 NW 0M� 00 ra m zV v • JO NUMBER 27002.076 • CAD FILE NAME LOT 99 ISSUED 02-22-i7 REVISED Ld � m0 a z Lul .0 C � LL m ®�®®18111 it, ® ° • W 00 V) F�q 00 1 ch 0 crt F� >= o E5000 0 r • • RILE • MAIN FLOOR PLAN NOTES • SHEET2A • DAVIS BEWS DESIGN GROVP »o SIAM S Mr EAST oma, RCSM& W" 813. 925. moo Tm 813. 9W .1800 FAX VVWWDAVNft'%N&CCM TAMPA • ©E VOR.cri JNr a% Ld � m0 a z Lul .0 C � LL m ®�®®18111 it, ® ° • W 00 V) F�q 00 1 ch 0 crt F� >= o E5000 0 r • • RILE • MAIN FLOOR PLAN NOTES • SHEET2A • KFER TO S EET 2Ai AOR MAIN FLOOR N TI% s 1 IN FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 27002.076 r CAD RLE NAME LOT 99 ISSUED 02-22-17 REVISED co D BEWS DESIGN CIRM k w z,--- -..►M--9 EST. 19% e---z,-- c rp Q J N �m� � o66 >J G� 00 0 C T 3�E � aim zvvt JOB NUMBER 27002.076 r CAD RLE NAME LOT 99 ISSUED 02-22-17 REVISED co D BEWS DESIGN CIRM IW STATE SCR Wr EoWr CUO M .I OUM 34677 813.9>25.13010 TFL 813. 925 .18010 FAX W W W.DAVEBEW&COM TAMPA • Dfi qvm,., . z,--- -..►M--9 EST. 19% e---z,-- m 6 az LU =0 LL ®®\1!111 m ®m p• e y.. Ow r t�V ci Q • ° �.a Z000 r°° ®® 00 V pwmq00 Z Ch 0 >= 1 J o r • rrrwrr*N.w• 5oo • r 77XE • MAIN FLOOR PLAN DIMENSIONS • SHEET • TRUSSES 11160.6.5. MORN INSULATION ATTIC ACCESS DETAIL SCALE: U2" = I'-0" LIVING NICHE SCALE: SCALE: 1/411 " 11.00 WIRE SHELF Y W lk DRYER DETAIL SCALE: il4"V-V' MARBLE CAP TEMP• GLASS PLYWOOD TUB DEGC SHOWER TUB / SHOWER LOW -WALL DETAIL SCAT E� I/FII - 1i-0" ® PLANT "LF NICHE r-� 4" T zn 0 J �$ TO MASTER SUITE 0�1 2 � fA �'- cq LIVING NICHE SCALE: SCALE: 1/411 " 11.00 WIRE SHELF Y W lk DRYER DETAIL SCALE: il4"V-V' MARBLE CAP TEMP• GLASS PLYWOOD TUB DEGC SHOWER TUB / SHOWER LOW -WALL DETAIL SCAT E� I/FII - 1i-0" KITCHEN WALL SCALE: Il4" : P-®" DEEP `AE ORTS CABINET SPACE SCALE: Ifo" =1'-0" 12" DEEP BASE AW UPPER CABINETS PARTIAL FLOOR PLAN AT CABINETS PLAN DETAILS GARAGE LEFT PLANT "LF v T zn 0 J �$ TO MASTER SUITE 0�1 2 � fA �'- ` CIO) 11 oo KITCHEN WALL SCALE: Il4" : P-®" DEEP `AE ORTS CABINET SPACE SCALE: Ifo" =1'-0" 12" DEEP BASE AW UPPER CABINETS PARTIAL FLOOR PLAN AT CABINETS PLAN DETAILS GARAGE LEFT r JW NUMBER 27002.076 • CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED DAVIS BEWS DESIGN ORM v FST: 0% 0 J �$ 0�1 2 � fA �'- ` CIO) 11 oo 0= C0 3�E _1C4 �a �� m� +� VI z * r JW NUMBER 27002.076 • CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED cn 34 00 az S� (k u, • .� cc .--j !L co i 00 (A pmml z z rwoo00 ch 0J >pm - 0 1 r • 1588 r 717LE PLAN DETALS • r r SHEET • 2C r mmmmmmma DAVIS BEWS DESIGN ORM 130 STATE SCR Wr EA6r CUDOWA, HAMM 3W7 813.925.1300 Tom. 813.92'.5.180x► FAX W W W.DAV0M-VV5rXW TAMPA r DE 4 VEEZ FST: 0% cn 34 00 az S� (k u, • .� cc .--j !L co i 00 (A pmml z z rwoo00 ch 0J >pm - 0 1 r • 1588 r 717LE PLAN DETALS • r r SHEET • 2C r mmmmmmma 1112" THICK SAND FINISH KEY5TONE IIF APPLICABLE) RAISED SAND FINISH `?r / TEXTURED BANDING I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES ("RE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED CUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F -15M - 5TH EDITION (2014) R103bl AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 514 EDITION (2014) R103b2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -1'-0" CLEAR OPENING HFIGHTS � IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PARE' 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 PWT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB:C.R - 5TH EDITION (2014) R392 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FWR - 5TH EDITION (2014) 83122 Is t" 6". SMALL LARGE DECORATIVE KEYSTONE D ETAI L SCALE: 1/2" - 1'-0" ATTACH 112" APA RATED SHEATI41% TO TOP OF LEDGER W10.131 x 2112" R5. AT 4" of. 2X4 LEDGER ALONG EXTERIOR WALL ATTACH 20 LEDGER TO TRUSS END VERTICAL, RIPON OR 2x RM BOARD W/ (3) 0625412 AT EACH VERTICAL MEMBER OR SOLID BLOCKING AT 16" O.C. MAX. SPACING. 2x6 FASCIA BOARD PLT. HT. TO BE FIELD VERIFY 2•-� SOFFIT (MAX.) 2X ATTACHED TO LEDGER FRAME OR V (4) 0.131 x 3112" TOE NAILS, MASONRY WALL CANTILEVER BELOW GABLE (SEE PLANSJ ROOF DETAIL SCALE: I/4" - 1'-0" 6.. 6" BANDING c TEXTURED FINISH OF � RIDGE 10 DECORATIVE DIAMOND BANDING STUCCO +-E FINISH ROOF 5.1 12 5.9 O T2 4" BANDING `� 59 C G.C. VERIFY IMSrATE1 cxnsm R. Rxxum wl" W3.S2s.ow Tm 80.9"25.18 O FAX VVWWDAV9WEVV&C0M TAMPA • DELVER ALUMINUM OVER SHIw SMALL. 2x6 SUB -FASCIA ROOF DECORATIVE (TYPICAL) KEYSTONE (SEE TA,M. `�. DETAIL) -7 , 6"BANDI146 F71 El F71 F71 El F7] I I (Typ) n «, �o FINISH FLOOR LINE © COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE LAS DECORATIVE 6" BANDING (ASSUMED) KEYSTONE (SEE DETAIL) (TYP) FRONT ELEVATION- SCAI.E, 114" - 110 ELEVATION "A" GARAGE LEFT u 4" BANDING X .a C loo IMSrATE1 cxnsm R. Rxxum wl" W3.S2s.ow Tm 80.9"25.18 O FAX VVWWDAV9WEVV&C0M TAMPA • DELVER J m' 1 00 QN ■.r� �. (TYP.) 010 m 0l.0 H�,q1�0 �E 2" BANDING Za ITYP.J TEXTURED -01 FINISH sa 2" BANDING (TYP.) FINISH FLOOR LINE , _ 4" BANDING4'1BA)NDING ELEVATION "A" GARAGE LEFT u r �q9 NUMBER 27002.078 • CAD FILE NAME LOT 99 ISSUED 02-22-17 RENSED X .a C loo IMSrATE1 cxnsm R. Rxxum wl" W3.S2s.ow Tm 80.9"25.18 O FAX VVWWDAV9WEVV&C0M TAMPA • DELVER J m' 1 00 QN ■.r� �. m g AJ IL 010 m 0l.0 H�,q1�0 �E LLs !0 Za r �q9 NUMBER 27002.078 • CAD FILE NAME LOT 99 ISSUED 02-22-17 RENSED ui co a z Q r _J AL ea. ..'�,® tz UL11411' 00 ne00 ch 0 �T >7 o r 15 8 8 • 777LE • FRONT E'LEVA770N DETAILS � r 3A1SHEET � DAVIS SEWS DESIGN CIROVP IMSrATE1 cxnsm R. Rxxum wl" W3.S2s.ow Tm 80.9"25.18 O FAX VVWWDAV9WEVV&C0M TAMPA • DELVER ui co a z Q r _J AL ea. ..'�,® tz UL11411' 00 ne00 ch 0 �T >7 o r 15 8 8 • 777LE • FRONT E'LEVA770N DETAILS � r 3A1SHEET � ----------------- -- --------y4 I I � ' � I ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2173 SQ. FT, / 300 = 7.24 SQ. FT. X 144 -1043 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS - 521.52 SQ. 1N. # UPPER 2I3 ROOF VENTS REQUIRED - 4 TOTAL SOFFIT VENTILATION NEEDED 19 SQ. FT. VENT CALCULATIONS ROD ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT " 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. OV1ERHANG AT HIP (UNA) ROOF PLAN VALE: 1/8" -- 1'-0" 118" 1HICK SAND FINISH KEYSTONE (IP APPLICABLE) RAISED SAID? FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THWeSS OF &L RAISED TEXTURED FINISH BANDING: AND SAND FINISHED KEYSTONES (WHEN APPLICABLE) IF THICKNESS 18 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.B,C.R. - 5TH 314" EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED PINISH OVER FRAME APPLICATION TO BE PER FB.CR - 5tH EDITION (2014) R103bl AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 1'-0" CLEAR OPENING HEIGHT5 ajc IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 NICHES ABOVE THE FINISHED FLOOR OF THE ROOM IN 041CH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OKNINGx5 THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.BC.R - 5TH EDITION (2014) R3122 WIDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL CCMY WITH THE REQUIREMENTS OF ASTM P 2090 PER P.B,C.R - 5TH EDITION (2014) 83122 GIRDER TRIS$ SECTION AA SCALE: 10; 1'4' GIRDER 11 SHINGLE 591% 59 IZ FLOP ,... SHINrxLI: 5.9 G00, ROOF rAM. TAM. _ :r - ---- TEXTURED .. TEXTUREDEON. FINISHI --moi iYF' •1 FIN(SH �- RETURN d, PC, At SIDES FINISH FLOOR LINA _ - - - Ak _ - - - - - _ _ _ y FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE; 1/8" 1'-0" T.O.M. _ FINISH FLOOR LINE SHINGLE 12 IZ SHINGLE 5.91 ROOFE15.9 L9FIINGLE 31 W;7 RAM. `r am+ T.O.M. _ NI TEXTURED �qi TEXTURED tEhP' � EH% FINISH FINISH FLOOR LINT: tEMP. FINISH FLOOR L GRADE LINE 1 (A�a) REAR ELEVATION SCALE: 1/8" =1'0 Z SHINGLE ROOP7 TEXTURED -+ TEXTURED ;t FINISH FINISH o, TEMP. El - - - - - - - - - - - FINISH FLOOR LITE _ — GRADE LINE (ASSUMtD) RIGHT ELEVATION SCALE: 1/8" = I'-0" ELEVATION "A" GARAGE L FT + JOB NUMBER 27002.078 + CAD FILE NAME LOT 99 ISSUED 02--22-17 REVISED eco"l) a-.- DAVIS BEWS DESIGN GROVP X IF ISO SCAM SMWr EA" 01LIDGMAIt. FILM" 34W 83 -92:5 .1300 TEL. 813.925.1900 FAX VVWW"AV J �O 0 0� �`JN L a I pa ... O 60 i+ v wA Or �+ z10a° + JOB NUMBER 27002.078 + CAD FILE NAME LOT 99 ISSUED 02--22-17 REVISED Il� oo � a z ILL � h low NN A Jop ,; `� ;\ ®11 II► „c ® co •� -�aa9L1 + d z • ® ••Does ®®,. 00 z 0 ce I 0 ch 0 ch 1� >=o . 1588[] • 77TLE • SIDES AND REAR ELEVA I70NS ROOF PLAN DETAILS BUILDING SECTION ou eco"l) a-.- DAVIS BEWS DESIGN GROVP ISO SCAM SMWr EA" 01LIDGMAIt. FILM" 34W 83 -92:5 .1300 TEL. 813.925.1900 FAX VVWW"AV RMPA + nELSVo;_P EST I95i4 P�-�►-- Il� oo � a z ILL � h low NN A Jop ,; `� ;\ ®11 II► „c ® co •� -�aa9L1 + d z • ® ••Does ®®,. 00 z 0 ce I 0 ch 0 ch 1� >=o . 1588[] • 77TLE • SIDES AND REAR ELEVA I70NS ROOF PLAN DETAILS BUILDING SECTION ou BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ROOF MATERIAL PER ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 12 AS HURRICANE STRAP PER PITCH ROOF FRAMING PLAN PER ELEV. BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 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 J" -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 a BETWEEN PAN FLASHING i AND DECK FLASHING. EXTERIOR FINISH PER BUILDER WATERPROOF MEMBRANE s 2X12#2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.G. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA, JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER SFR RESISTIVE BARRIER & TEMPORARILY SECURE 91 WEATHER RESISTIVE BARRIER L2FOR ILL PLATE Ole SEE DETAIL B OPTIONS) iso ,--CORNER PATCH FLASHING �d 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 FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER ,. ✓ WEATHER" ✓ EXTERIOR ll-r"ll j RESISTIVE SHEATHING 1 BARRIER~` ,..r '"y TAPE SILL PLATE 2 ✓ (ASSEMBLED1 WINDOW) FLASHING i 2 FLASHING oe FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 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 -7/16" 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 LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). 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 WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND 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, FMANVDM A 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. FLASHING DETAILS RTA • 46 NUMBER 27002.078 • CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED k w DAMS BEWS DESIGN GRM C W ST'A`TE S'IREEr E1SP pl]WMt, R M 34W 813 .925.1300 'IM 813.923.1800 FAX VVWWbAVI3BEW&C0M TA 4PA • VENVER. ''ko a J N 0100 ��w LLo a 00 0 3�E 0ib C0 t% c, x m N dd Z'31� • 46 NUMBER 27002.078 • CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED uj . _r it ®<v 0') LL .� °0 o o" Z +v ve w 0 00 V) PM=4 cym 00 cm 0 chF� J 0 1 i 5oo • 717LE • FLASHING DETAILS • SHEET • DAMS BEWS DESIGN GRM W ST'A`TE S'IREEr E1SP pl]WMt, R M 34W 813 .925.1300 'IM 813.923.1800 FAX VVWWbAVI3BEW&C0M TA 4PA • VENVER. ---•ft=:Pg EST 19% r uj . _r it ®<v 0') LL .� °0 o o" Z +v ve w 0 00 V) PM=4 cym 00 cm 0 chF� J 0 1 i 5oo • 717LE • FLASHING DETAILS • SHEET • SHEATNIN61 TEXTURE FINISH COAT 15ROWV COAT SCRATCH COAT SELF -F N MG LATH TIDO LAYERS WR5 WEEP SCREED IEF41INATE SELF ADHESIVE FLASHING AT LOWED NOSE OF Mb.Wb, SELF ADHESIVE FLASHIN6 MASONRY IBLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --�. REFER TO TECHNICAL / / LETTER ON CHEMICAL COMPATIBILITY ° SELF ,P.IIL n, DD N0, I L l I R.. V,. I BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS — UNDER DECKING (SEE DETAIL WP07) 00 /— DOOR ROUGH OPENING - 814"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �^- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.31n :12.01n (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER ,--� WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 314'-1"BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF40HERED FLASHING UP JAMB 6. USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) i; I SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF-ADHERED— FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SCORED RELEASE PAPER SELF -ADHERED FLASHING, 1 -• (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR ............. ............. r CO � ''INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT �. ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER SHEDDING LAPS OVER BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: CONT. GALV. "L" t a EXTEND MIN. OF 6' FLASHING PER rTMEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES , WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: o SEALANT APPLIED MIN: &12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT 11 • z,=, ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP P RO SPECIFIED OF AND EXTENDING A r;r•,r•„h; : /—BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF On ABOVE 641 "to DIVERTER ' y FLASHING • r,�i� �?, `?i DRIP EDGE FASCIA FIGURE 1. FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH n ri R :� Y.•R.� P.t �, 1`.1`,1': • � �' �, �, HOLD EXTERIOR t� ri n Ls xn g. ,n r }^�r■�;t}t n ,I . I}�;R�. � M FINISH 2” ABOVE r..R. P aP R. `R.R.X• R. x,x.x. R. ri M Z':r" PA nk� ROOF rr .1�: ,T•.F!:1:1� A P,l:1*:1" l;All FLASHING �xK,Lks, l:1%F1%A1;F!t. A Kc LN. #; I'll n p•.•,.: h•^ h •t1 KAAA1;w lilt F:1': Iti . R , k� 1': Iti •vsr.tr yr•'.>. ��• •'o-•t{Y;. �ric per. CAULKING r .. On HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING --% -- — g TO 12" - PER PLAN SPECS. olN GALWU FLASHING TYPICAL. —ROOFING FELT -----DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL METAL DRIP EDGE TO �1- BE UNDER )>Y, 7S�b UNDERLAYMENT AT y�1FS0 ROOF EAVES 0 r�. N/ s yA'v h, Dvoy- CAL ROOF TO ��O �� : �-� 0 ¢ooh �� ' �. COO WALL FLASHING DETAIL �� RAKE METAL DRIP EDGE TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7" UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 314" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 716" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7116" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 716" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2' TO 2' ABOVE ROOF SHEATHING x a FLASHING W/ TAR VERTICAL RISE OF LSO STATE S P"r EAST CUMWA, 63. W.M . 000 r>ol.. 80. 9'L»"9 . WW FAX vvww.DAvffmE%.�' Nt J �O \ FLASHING AT KNEEWALL 2 C Mmi CONT. GALV. "L" >_.Jj" J66 FLASHING PER - Om r B� 0 vvrLIl'i MANUFACTURES cv -1,4cm tai S� SPECIFICATIONS SEALANT 0-20 Zv v OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR 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. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF ' SHINGLES W/ TAR . SHINGLE PER g1D CONTRACT METAL DRIP EDGE TO �1- BE UNDER )>Y, 7S�b UNDERLAYMENT AT y�1FS0 ROOF EAVES 0 r�. N/ s yA'v h, Dvoy- CAL ROOF TO ��O �� : �-� 0 ¢ooh �� ' �. COO WALL FLASHING DETAIL �� RAKE METAL DRIP EDGE TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7" UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 314" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 716" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7116" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 716" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2' TO 2' ABOVE ROOF SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING OUTSIDE CORNER 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 INSTALL BOTTOM EDGE OF WEEP SCREED 1"" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING x a DAVIS BEWS DESIGN GRIf)VI' LSO STATE S P"r EAST CUMWA, 63. W.M . 000 r>ol.. 80. 9'L»"9 . WW FAX vvww.DAvffmE%.�' Nt J �O I BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING OUTSIDE CORNER 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 INSTALL BOTTOM EDGE OF WEEP SCREED 1"" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING • JOB NUAMP 27002.078 CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED x a DAVIS BEWS DESIGN GRIf)VI' LSO STATE S P"r EAST CUMWA, 63. W.M . 000 r>ol.. 80. 9'L»"9 . WW FAX vvww.DAvffmE%.�' Nt J �O D SWI 2 C Mmi >_.Jj" J66 Om r B� 0 vvrLIl'i -1,4cm tai S� 0-20 Zv v • JOB NUAMP 27002.078 CAD FILE NAME LOT 99 ISSUED 02-22-17 REVISED TAMI•A, • L1ElV VEIZ •-��a FST: 1994 �•-.- � oo 6 I� Z ?:` D- � I� THESE DETAILS ARE LFLASHING AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • 177LE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GRIf)VI' LSO STATE S P"r EAST CUMWA, 63. W.M . 000 r>ol.. 80. 9'L»"9 . WW FAX vvww.DAvffmE%.�' Nt TAMI•A, • L1ElV VEIZ •-��a FST: 1994 �•-.- � oo 6 I� Z ?:` D- � I� THESE DETAILS ARE LFLASHING AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • 177LE • FLASHING DETAILS • SHEET • ELECTRICAL <E"r DUPLE)c CONVL NImm outo DUPI.Ex aw ABOVE Caxs ICP. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTEw" DUPLEX OUTLEt MY -OUTDO DUPLEX OIl r Fgp SPECIAL PURPOSE OUTLET DIIPLE)c OUTLET N FLOOR 270 VOLT OUTLET WALL SWITCH 13 THREE-WAY SIUTCH 14 FOUR-WAY SWITCH $ D DIMER SWITCH CEILWS MOM INCANDESMT LIGHT FIXTURE WALL M06NrED WA0F8CFNT LIGHT FIXW RECESSED NCANDESc2:rlT LIGHT FIXTURE Ac. LIGHT F1XiM WITH PULL CHAIN TRACK LIGHT c -*m PI.UOREOM LIGHT FIX A 4 EXHAUST FAN EX40T FANILKHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTOW) ® CWlE5 (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) �i CAROM MONOXIDE DETECTOR ® SMOKE DETECTOR �i SMOKE J CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q TWhIOSTAT D!1 ELECTRIC METER i ELECTRIC PANEL -N DISCOI*CT SIUTC14 � SPEAKER !OPTIONAL) c 1 ROUGH -N FOR OPT. CEII-Ws FAN o x`05 CEILNG MOUNTED INCANDESCENT LIGHT FIXTURE WI G v ROUGH -N FOR OR. CEILWs FAN NOTES - I. PROVIDE ANp NSTALL GROIND FAULT CIRCUIT- NTERREM (GFJ) AS NDICATED CN PLANS OR AS 10 NO.4 AND 5 BELOW INDICATE& 2. UNLESS OTHERWISE NDICATED, NSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWNG WEIGHTS ABOVE FNS O FLOOR: SWITCHES:... 42' OUTLET5.....14' TELEPHONE.. J4" (UNLE55 ABV COINTERTOP) TELEvISIC>IJ , X' I ALL SMOKE DETECTORS SHALL BE HARDWIRED NTO AN ELECTRICAL PRIER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND NOTALL LOCALLY CERTIFIED "M DETEGTC S. 4. ALL ISA AND 20A RECEPTACLES N SLEEPNG ROCMS, FAMILY RD", DINNCs ROOMS, LIVNG RD", PARLORS, LIBRARIES, ON, WHROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMNATION TYPE AFLJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2011406J2 AND 406.13 S. ALL BA AND 20A 120Y RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE WC l PROTECTED (GI :I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW 15 N HILL COMPLIANCE WITH NPPA 10, NEMC. 2011, FBL9 - STH EDITION (2014), Aid ALL APPLICABLE LOCAL 6TANDAR7S, CODES, AND ORDNANCES. 1. EVERY BUILM HAVNG A FOSBIL-FUEL-BURNWs FEATER OR APPLIANCE, FIREPLACE, OR AN ATTAaW GARAGE= SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR NSTALLED WITHN 10 FEET OF EACH ROOM USED FOR SLEEFNG PURPOSES. B ALAIft SHALL RIVE THEIR PRIMARY POWER FROM TIS BUILDNG WIRNG WHEN SUCH IURNG IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBNATICN SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY REGM12 D T ATNG LABORATORY. DISCOW GFJ.- wmz— MAKE-UP LIGHTS # # # G:C. VEWPY ALL SMOKE DETECTORS TO BE HARD -WILD # * # # METER WP GI :L FOR T14 SERVICE - LIIWT `�--_.. �--�" LWT OUTLET }14' ELECTRICAL PLAN_ GARAGE LEFT 4/0 ALU, CABLE MAIN DISCONNECt METER A/C DISC` COMBO - SQUARE 1) RIM TO FLOORTYP. 014 AND 12 COPPER TO INSIDE LK�{TS AND OUTLETS PLAN FOR NOTED MAN DISC P' EL AMPS. REQUIRED w0 COPPER TO �D WATER HEATER UNDERG1am IS CAPPER TO RA42 SERVICE BY POWER COMPANY #4 COPPER TO 516" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOMNG STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND NSTALLATIONS SHALL COMPLY Wl APPLICAI3LE PROVISIONb OF M NATIONAL. EX CODE, LOCAL CODES, AND THE LOCAL POIIER COMPANY. ELECTRICAL <E"r DUPLE)c CONVL NImm outo DUPI.Ex aw ABOVE Caxs ICP. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTEw" DUPLEX OUTLEt MY -OUTDO DUPLEX OIl r Fgp SPECIAL PURPOSE OUTLET DIIPLE)c OUTLET N FLOOR 270 VOLT OUTLET WALL SWITCH 13 THREE-WAY SIUTCH 14 FOUR-WAY SWITCH $ D DIMER SWITCH CEILWS MOM INCANDESMT LIGHT FIXTURE WALL M06NrED WA0F8CFNT LIGHT FIXW RECESSED NCANDESc2:rlT LIGHT FIXTURE Ac. LIGHT F1XiM WITH PULL CHAIN TRACK LIGHT c -*m PI.UOREOM LIGHT FIX A 4 EXHAUST FAN EX40T FANILKHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTOW) ® CWlE5 (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) �i CAROM MONOXIDE DETECTOR ® SMOKE DETECTOR �i SMOKE J CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q TWhIOSTAT D!1 ELECTRIC METER i ELECTRIC PANEL -N DISCOI*CT SIUTC14 � SPEAKER !OPTIONAL) c 1 ROUGH -N FOR OPT. CEII-Ws FAN o x`05 CEILNG MOUNTED INCANDESCENT LIGHT FIXTURE WI G v ROUGH -N FOR OR. CEILWs FAN NOTES - I. PROVIDE ANp NSTALL GROIND FAULT CIRCUIT- NTERREM (GFJ) AS NDICATED CN PLANS OR AS 10 NO.4 AND 5 BELOW INDICATE& 2. UNLESS OTHERWISE NDICATED, NSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWNG WEIGHTS ABOVE FNS O FLOOR: SWITCHES:... 42' OUTLET5.....14' TELEPHONE.. J4" (UNLE55 ABV COINTERTOP) TELEvISIC>IJ , X' I ALL SMOKE DETECTORS SHALL BE HARDWIRED NTO AN ELECTRICAL PRIER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND NOTALL LOCALLY CERTIFIED "M DETEGTC S. 4. ALL ISA AND 20A RECEPTACLES N SLEEPNG ROCMS, FAMILY RD", DINNCs ROOMS, LIVNG RD", PARLORS, LIBRARIES, ON, WHROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMNATION TYPE AFLJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2011406J2 AND 406.13 S. ALL BA AND 20A 120Y RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE WC l PROTECTED (GI :I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW 15 N HILL COMPLIANCE WITH NPPA 10, NEMC. 2011, FBL9 - STH EDITION (2014), Aid ALL APPLICABLE LOCAL 6TANDAR7S, CODES, AND ORDNANCES. 1. EVERY BUILM HAVNG A FOSBIL-FUEL-BURNWs FEATER OR APPLIANCE, FIREPLACE, OR AN ATTAaW GARAGE= SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR NSTALLED WITHN 10 FEET OF EACH ROOM USED FOR SLEEFNG PURPOSES. B ALAIft SHALL RIVE THEIR PRIMARY POWER FROM TIS BUILDNG WIRNG WHEN SUCH IURNG IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBNATICN SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY REGM12 D T ATNG LABORATORY. DISCOW GFJ.- wmz— MAKE-UP LIGHTS # # # G:C. VEWPY ALL SMOKE DETECTORS TO BE HARD -WILD # * # # METER WP GI :L FOR T14 SERVICE - LIIWT `�--_.. �--�" LWT OUTLET }14' ELECTRICAL PLAN_ GARAGE LEFT rEEWSED R 27002.076AME LOT 99 02-22-17 IC W S rA*M S1RE6r M" ate, R=M 3W" 813.925.1300 TET, 813. V25. MO FAX vvWWDAVO W&COM ?ANII'A r 01011qvE C 0 h$ 0 �D 0M� 1..�cg LL a.jL 0 o• 9.3-00 Ecy Q— Cp Mo:ao 6 +� Zi�0 rEEWSED R 27002.076AME LOT 99 02-22-17 E.15881. 1 0 • T17LE • ELECTRICAL PLAN r SHEET • 14 r . DAVIS BEWS DESIGN Q. W S rA*M S1RE6r M" ate, R=M 3W" 813.925.1300 TET, 813. V25. MO FAX vvWWDAVO W&COM ?ANII'A r 01011qvE --.-� mrr 149x4 E.15881. 1 0 • T17LE • ELECTRICAL PLAN r SHEET • 14 r . G E N E RAL N+T ES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE � � ��,i ,/'moi �` DRAWINGS X O INDEX CONSOLIDATION. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WOOD CONSTRUCTION 1 FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1657 (MODIFIED PROCTOR) MINIMUM OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 WITH BORATE(SBX): CONNECTORS SHALL BEA 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. SHEET SHEET TITLE FIELD REPAIR NINES M©NOUN G50TZI NDC CORDOSODIUM t:J' REGARDLESS OF SPECIES U.N.Q. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE CONDITIONS. E.Q.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 TERMITE TREATMENT (NON-DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. FROM HOLE wf COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO S1 STRUCTURAL NOTES SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERI MITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES MAY SUB STRAPS/CONNECTORS w/ STRAPSICONNECTORS OF EQUAL OR GREATER UPLIFT S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIRCONSTRUCTIGIN DESIGNED AND DETAILED BY OTHERS, 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED' WOOD TRUSSES 4. METAL STUD SUBSTITUTION SJ DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. 7" EMBEDMENT. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -112"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP112 WASHER MAY BE USED ILO 112" 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 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 6. MORTAR JOINTS S4 ROOF FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 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 INDIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ATR DAYS MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL �INTER THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAMIFTG S4.1 NOTES CONNECTOR LEGEND T, PSI, A SLUMP 4 PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FFORCES.ONLY INUIRED TERIOR BEARING WALLS ARE NOT ALWAYS EXPOSED TO THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANiGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <112", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z E = 1,800,000 Ibfin2 U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,0001b/in U.N.O. AND A MAXIMUM WATERfCEMENT RATIO OF 0.58. AND AT PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN �++ �75 LINTEL PLAN 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. Fc 11- 3000 Fc II= 3000 Fc II= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. S D 1 FOUNDATION DETAILS 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT, BOLTS SMALLER THAN 5/8" DIA. CONDITION U.N.O. WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 S D2 GENERAL DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 2, 5I8" 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. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, S D3 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, 4. PRE-ENGINEERED � ES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MA�UIFDACTURER UNLESS N0PLANS ,,�' DA� GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED, TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6, MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS, 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1f3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) UPDATES 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: NUMBER DATE DESCRI PTION OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF 1100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOMIGAME ROOMS = 60 PSF U.N.O. '� 6/13/2014 CREATED ELEV. A, BC AND A W/ LANAI ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, WI A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM 0270 GUARDRAILS I HANDRAILS = 200 LB POINT LOAD f 50 PSF „ 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 . GUARDRAILS IN -FILL COMPONENTS = 50 PSF TRUSS BRACING &BLOCKING REQUIREMENTS GENERAL L TRUIT'L 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -A BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3f8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP 42 BLOCKING BETWEEN TRUSSES TO COMPLY WI APA 5, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 116" O RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE _MIN 2x SYP #2 BLOCKING ALONGSIDE TRUSS TOP CHORD a ROOF HIPIRIDGE PLACED IN CENTER OF MASONRY DELL Wf MIN 1I2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BEHELD IN CENTER OF THE MASONRYI BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD wf (2) 12d NAILS @12" O.C. MAX & 4" FROM WALL AT THE TOP &BOTTOM &MAXIMUM 8' 0" U.N.O. VERITCALLY. TIES TO THE EA. END, NATE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING &LINTEL STEEL IS ADEQUATE Q TOP &BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPR OX. 45° FRAM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER wl (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @10'-0" MAX AND 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX. FRAM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND 1 OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 114" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WfIN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BAND BEAM. PLASTIC SCREEN., METAL DESIGN DRAWINGS. ATTACH Wf (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN, 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. D0 NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-B3), CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 AT RAISED HEEL TRUSSES 2x4 SYP 1"2 (MIN } AT TOP AND BOTTOM OF HEEL WI (2) 12d 14, DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL WI TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP 42 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP WI (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) INTERNAL PRESSURE COEFFICIENT +1-0,18 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, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NINES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED t:J' REGARDLESS OF SPECIES U.N.Q. 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 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 45 BAR CONDITIONS. E.Q.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 wf 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. STRAP'SMNNECTORSUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPSICONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIRCONSTRUCTIGIN DESIGNED AND DETAILED BY OTHERS, 2X12'S MAY BE 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 TQ 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 wf METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE 5. OMITTEDJ-BOLT -1/2" ALL THREAD ROD w/ 2"x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. 7" EMBEDMENT. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -112"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP112 WASHER MAY BE USED ILO 112" 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 112"-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 INDIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WIIN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAMIFTG 10, SEE PLAN FOR BUILT UP STUD COLUMN 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. OVERHANiGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <112", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z E = 1,800,000 Ibfin2 U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,0001b/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +112"-1-118", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 30010 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11- 3000 Fc II= 3000 Fc II= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (MSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S. Fy = Fc1- 900 Fc = 000 Fc 1- X150 - - 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) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT, BOLTS SMALLER THAN 5/8" DIA. CONDITION U.N.O. 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 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" Q.G. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REI NF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2, 5I8" 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. 3(6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 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 +1-0,18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT)+ (-) VALUE DENOTES SUCTION AREA I t:J' {+} 21.2 (+) 21.2 10 {-} 22.9 (-} 28.3 {+} 20.2 (+) 0.2 20 (-} 22.0 (-) 26,4 {+} 19.0 (+) 19.0 50 -} 20.8 (-} 23.9 100 {+} 18.0 {+} 18.0 {-} 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'4' x T-0" + + (-) 20.9 (-)19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 A 4 55 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 8301.2.1.2 FOR ATTACHMENT SPECIFICATIONS UNDER STAIR PROTECTQN ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 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. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. W z 0 rL Of0 W 0 p 0- z 0� W Z 0 w z 0 J z H LL Ct F- 0 H W z J O I--- W �11 � 07i Z00 W D) SLU Cc 0000 0 W Z W >. 0 0 0 H2P ly STRUCTURALENG: BAD DRAFTING i� -STRUCT: TNA/JW QC CHECK: CC JOB No. TM - 2170256 SCALE: AS INDICATED DATE: 03/0812017 i� W 0 f U0 r O O z" �L ,J 0 -9 P*l Ws_ Cl r. z 0 Td z J z , Z J z lug N I— 0 ° W W 2 i of 4 �11 z 0 0 Uji uiA II CO 0 0000 Lo � 0 W Z W ,' d 0 i 0 H F - Q n STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA/JW QC CHECK: CC JOB No. TM -2170256 SCALE: AS INDICATED DATE: 0310812017 FOUNDATION PLAN COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF 1NMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited. _ 114"=1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2, PROVIDE 3-112" 300OPSI CONC. SLAB W/ 6x6xW1,4xW1,4 WELDED QUIRE 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 1N CURRENT CODE EDITION, 3, VERT. #5 BAR TO BE HOOKED AT TDP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN . 12 BAR DIAMETER LEGS EXCLUDING BEND @a EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULTW/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOTAWAY FROM HOUSE. 6, CONTROLJOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROLJOINTS TO BE SAW CUT A DEPTH OF 114" OF THE THICKNESS OF THE SLAB, FILL CUT WIAPPROVED 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 SHALLALSO 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 SD1 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 W/ 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 MATERIALAND 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 FORA MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 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 F 2"112"x12" dp w/ #5's EQUALLY SPACED EA. AY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. ARS & 3" MIN. COVER TO EDGE OF CONC. 4'124"x12" dp wl #5's EQUALLY SPACED EA. AY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. w/ BARS &3" MIN. COVER TO EDGE OF CONC. 28"12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30'x30"112" dp wl #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E,W. BARS & 3" MIN, COVER TO EDGE OF CONC. 32"13212" dp wl #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 1r� BARS & 3" MIN. COVER TO EDGE OF CONC. 36'16"x12" dp w/ #5's EQUALLY SPACED EA. C 3 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5)# 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp wl #5's EQUALLY SPACED EA. 8.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. / 48"148"x12" dp wl #5's EQUALLY SPACED EA. C 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp wl#5's EQUALLY SPACED EA. 4.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 60"x60"x16" dp wl#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC, 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. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE: BEAM. WMENNEMOMI W 0 f U0 r O O z" �L ,J 0 -9 P*l Ws_ Cl r. z 0 Td z J z , Z J z lug N I— 0 ° W W 2 i of 4 �11 z 0 0 Uji uiA II CO 0 0000 Lo � 0 W Z W ,' d 0 i 0 H F - Q n STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA/JW QC CHECK: CC JOB No. TM -2170256 SCALE: AS INDICATED DATE: 0310812017 FOUNDATION PLAN COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF 1NMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. is strictly prohibited. _ 114"=1'-0" 11-411 11-411 SYMBOLSLEGEND ILL1 0 INDICATES GROUT FILLED CELL WITH (1) VERT. 95 CONT. FTG. TO TIE BEAM (B'-8" 0. C. M AX U.N, 0.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT, INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. z 0 1-- (1) #5 a TOP, BOTTOM AND Q 24- O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) 05 a TOP, BOTTOM AND 0 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). I 111111111 z W z 0 C46 < i z CL W uz) 2 All 0 AA. W z 0 F- W W r Z 0 0 LU -j Uj CIO 0 0 00 0 Lo 0 qj J Z -j W W a 0 0 --:) 0 elf n STRUCTURAL ENG: BAD DRAFTING: M -STRUCT: TNAIJW QC CHECK: cc JOB No. TIVI - 2170256 SCALE: AS INDICATED DATE: 03/08/2017 DOWEL LAYOUT PLAN All& COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF VVIVIR &ASSOCIATES, LLC. is strictly prohibited. 1/411=11-011 NJ ti,3 U IIALL LE END 9'4" T.O.M. Q z 0 IE LL Ll) W 0 W ®®®w69 Oi/CII 0) B® CMC0 . 1W —ate' C i e W Ina Inv'r 0 ■ ■ T01 T01 � O _ ■ r T01 � t T01 ■? ■ TO1 z �r AM �01 ■ Z z W.� T01 0 06 ,. ■ T01 ■ ,z Z T01 U) ■0 cc 11 T01 LL J LL z IT01AC ■ W W..... T07 ■ T08 FO D ■ Tog ■ ■ �3 T10 i3A T11 L_._JL _ J IL ■ _ .. .IWC T12 C3 C00 0 � LM T12 R44 to w U c C1 I--- LV W T12 ■ Q 0 _ 1— 2 H ry T13 U T14 STRUCTURAL ENG: BAD GEO DRAFTING: 6D I-STRUCT: TNAIJ SDO QC CHECK: CC D JOB N4. TM -2170256 SCALE: AS INDICATED DATE: 03108/2017 RuLu"'F FrilimMING PLAN. S4 NOTE. SEE PAGE4. � FBF NATE AND CONNECTOR LEGEND 1f411=1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG SPACING SPECIES CAP. BLOCKING TOP BOTTOM (plf) (3)12d (3)12d NO MID SPAN BW1 16" SPF TOENAILS TOENAILS UPLIFT 112" THREADED 'D T @ IS O.C. 1160 plf MID -SPAN BW2 16" SPF ADJUST AS REQ'D TO MISS STUDS 112" THREADED ROD @ 48" O.C. 1160 plf d PT. BW3 16" SPF ADJUST AS REQ'D TO MISS STUDS BW4 12" SPF (3) 12d (3) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 1/2" THREADED ROD @ 48" 0,C. 1160 plf MID -SPAN BW5 12" SPF ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD Q 48" O.C. 1160 plf d PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS 3r . BW7 16" SYP (3) 12d (3) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 112" THREADED ROD @ 48" O.C. BW8 16" SYP ADJUST AS REQ'D T4 MISS STUDS 1160 plf MID -SPAN 1/2" THREADED ROD @ 48" O.C. QW9 16° SYP ADJUST AS REQ'D TO MISS STUDS 1160 plf fid. PT. (3) 12d (3) 12d NO BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 112" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN BW11 12" SYP ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD @ 48" O.C. BW12 12" SYP ADJUST AS REQ'D TO MISS STUDS 1160 plf yd. PT STANDARD BEARING 'WALL WITHREADED ROD NOTES r Y w1PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.Q. UMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w! MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED wAn TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x118" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTION'S. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF BRG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. 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 & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDITL SHEARWALL INFO. AND DETAILS. 10, FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS wain BEARING WALLS wl UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD wlin 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8') 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A �' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE 5-1/4"x7" LVL COLUMN 7"x7" LVL COLUMN. +[ Y 3 112" X 11 716" LVL COLUMN (Z 5 1A" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES r2. AIL ALL BUILT-UP STUDS PER DTL. WF081SD4. LL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T, OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS &J" EPDXY ANCHOR WMIN. 711 EMBEDMENT 6x6: ABU66 w1(12)16d NAILS &J" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL 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 (2)2X4 SPF #2 BUILT UP STUD COLUMN GENERAL DIAMETER/ LENGTH (3)2X4 SPF #2 BUILT UP STUD COLUMN .131"x2" (4)2X4 SPF #2 BUILT UP STUD COLUMN .148" x 3" (2)2X6 SPF #2 BUILT UP STUD COLUMN [ E (3)2X6 SPF #2 BUILT UP STUD COLUMN .162" x *1 (2)2X8 SPF #2 BUILT UP STUD COLUMN .113" x *1 (3)2X8 SPF #2 BUILT UP 'STUD COLUMN 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS (3)2X4 SYP#2 BUILT UP STUD COLUMN INDICATED. (2)2X6 SYP #2 BUILT UP STUD COLUMN LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS (2)2X8 SYP#2 BUILT UP STUD COLUMN C L ? 4x4 SYP #2 POST Nl} 6x6 SYP #2 POST f N ] 8x8 SYR #2 POST P 3-112"x3-112" LVL COLUMN, Q 3-112"x5-1/4" LVLCOLUMN. (� R) 3-112"x7" LVL COLUMN. C S? 3-1/2"x9-112" LVLCOLUMN. Q5-114"x5-1/4" LVL COLUMN. 5-1/4"x7" LVL COLUMN 7"x7" LVL COLUMN. +[ Y 3 112" X 11 716" LVL COLUMN (Z 5 1A" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES r2. AIL ALL BUILT-UP STUDS PER DTL. WF081SD4. LL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T, OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS &J" EPDXY ANCHOR WMIN. 711 EMBEDMENT 6x6: ABU66 w1(12)16d NAILS &J" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL 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 NAIL GENERAL DIAMETER/ LENGTH 8d .131"x2" 10d .148" x 3" 12d .148" x 41 16d .162" x *1 8d RING SHANK .113" x *1 NAILING NOTES 1. 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 STANDARD CONNECTOR NOTES 1. ALL TRUSSIBEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT wISIMP. META16 cQx 24"o.c. OR 32"o.c. VERIFY wl 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 TRUSSIBEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-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 TRUSSESIJOISTS TO INTERIOR BRG. WALLS USING (3)12dTOENAILS. 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 @a 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 2100Ibs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY wIPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSIKINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF081SD4. 3, NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 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 w1(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. MAILS FROM 1 st KING INTO HEADER THEN ATTACH ADDITL KING PER DTL: WF081SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.Q.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF091SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. TAG I BEAM SIZE BEAM SCHEDULE CONNECTIONS TAG TO POST: SIMP. HTS20 OR LSTA18 VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(lb) WITH 112" FLITCH META16 wl(7) 1Odx1"' NAILS OR ATTACH KING STUD TO HEADER wl(10) 16d NAILS PLATE TAPCONS ATTACH KING STUD TO HEADER wl(10) 16d NAILS META20 w1(7) 1 O x 1�" NAILS FRAME TO CMU 1450 1450 TO POST: SIMP. HTS20 OR LSTA18 (2)META16 OR (2)META20 H3.5x9.25 TO BEAM: SIMP. HUC410 w/(18)16d & ATTACH KING STUDTO HEADER wl(10) 16d NAILS E (1)ply TRUSS (10)1Odx 17' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 ATTACH KING STUD TO HEADER wl(10) 16d NAILS (2)ply TRUSS (12) 16d x 1J" NAILS NAILS & (18)j''x2j" TAPCONS (2)ply 1900 (2)ply 1900 ON MASONRY: SIMP. MSTAM24 H1OAw/(18)1Od x 1�' NAILS OR 1 H10A 1015 H10A 1340 El (2)ply TRUSS H10A-2 wl(18) 10d x 1j" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 B2x12 HTS20 wl(24)1 Od x 1�" NAILS TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)''x2j' TAPCONS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 wl(24)1 Od x 1�' NAILS TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ElH2.5A wl(10)8d FRAME TO FRAME 535 600 ON MASONRY: SIMP. MSTAM24 MTS12 w/(14)10d x 4' NAILS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 GT w/(22)1 Od j" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 7" EMBEDMENT TO POST S►MP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & HTT4 wl(18)16d x 21' NAILS &g' EPDXY ANCHOR w1SIMP. FRAME TO CMU 3640 4235 L=J SET EPDXY MIN. 7" EMBEDMENT NAILS & (18)j''x2j" TAPCONS 10 F1 �o HGT-2 w/(16)10d NAILS wlj" EPDXY ANCHOR wISIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 wl(8)1Od NAILS & (4) J"x 2}" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 wl(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 wl(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAMIGT 1235 1235 16 MSTC28 wl(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT208 w/(10) 1 O NAILS & J" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 wl(18) 16d x 2 ' NAILS w/ ' EPDXY ANCHOR wISIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x11' SD SCREWS INSTEAD OF NAILS (3) HTS2 0 w/(24) 1 Od x 1Y" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)124 TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 114N2-114" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50110 Wl (63) 16d NAILS GIRDER TO COLI BEAM 9100 4095 23 HUC210-2 HEADER TO CMU wl (18) 1/4'x2-314" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT: 1810 UPLIFT: 1810 s HUS26 TO LEDGER WI(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 WI(6)16d NAILS 25 HUSC210-2 W1(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 jLTT20Bw1(10) 10d NAILS & J" EPDXY ANCHOR wISIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSSIBEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT wISIMP. META16 cQx 24"o.c. OR 32"o.c. VERIFY wl 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 TRUSSIBEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-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 TRUSSESIJOISTS TO INTERIOR BRG. WALLS USING (3)12dTOENAILS. 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 @a 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 2100Ibs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY wIPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSIKINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF081SD4. 3, NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 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 w1(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. MAILS FROM 1 st KING INTO HEADER THEN ATTACH ADDITL KING PER DTL: WF081SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.Q.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF091SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. TAG I BEAM SIZE BEAM SCHEDULE CONNECTIONS 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 (2) MSTAM24 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" O.C. EACH SIDE (2) MSTAM24 STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TY P. ONE SIDE) USE 3 ROWS WHEN 200 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS t@ 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 HEADER SCHEDULE TAG TO POST: SIMP. HTS20 OR LSTA18 FASTENERS H2x6 TO BEAM: SIMP. HUC48 wl(14)16d NAILS ATTACH KING STUD TO HEADER wl(6) 16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 112" FLITCH w/(6)1 Od NAILS & (14)j"x4' ATTACH KING STUD TO HEADER wl(10) 16d NAILS PLATE TAPCONS ATTACH KING STUD TO HEADER wl(10) 16d NAILS H3.5x5.5 ON MASONRY: SIMP. MSTAM24 ATTACH KING STUD TO HEADER wl(6) 16d NAILS H3.5x7.25 TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(8). 16d NAILS H3.5x9.25 TO BEAM: SIMP. HUC410 w/(18)16d & ATTACH KING STUDTO HEADER wl(10) 16d NAILS (2)2x10#2 SYP (10) 10d NAILS B2x10 WITH 112" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 wl(10)10d ATTACH KING STUD TO HEADER wl(10) 16d NAILS PLATE NAILS & (18)j''x2j" TAPCONS OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END ON MASONRY: SIMP. MSTAM24 1 1 TO POST: SIMP. HTS20 OR LSTA18 2 2 TO BEAM: SIMP. HUC410 wl(18)16d & 2 (2)2x12#2 SYP (10) 10d NAILS B2x12 WITH 112" FLITCH TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)''x2j' TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 wl(10)10d NAILS & (18)j"x2j" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11,875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 wl(10)10d NAILS & (18)'x2" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST S►MP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)14d NAILS & (18)j''x2j" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 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 (2) MSTAM24 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" O.C. EACH SIDE (2) MSTAM24 STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TY P. ONE SIDE) USE 3 ROWS WHEN 200 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS t@ 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 HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/j"FLITCH PLATE ATTACH KING STUD TO HEADER wl(6) 16d NAILS H2x8 (2)2x8 #2 SYP w1�" FLITCH PLATE ATTACH KING STUD TO HEADER wl(8) 16d NAILS H2x10 2)2x10 #2 SYP wlj" FLITCH PLATE ATTACH KING STUD TO HEADER wl(10) 16d NAILS H2x12 2)2x12 #2 SYP w/7'" FLITCH PLATE ATTACH KING STUD TO HEADER wl(10) 16d NAILS H3.5x5.5 (2)1.75"x5:5" LVL ATTACH KING STUD TO HEADER wl(6) 16d NAILS H3.5x7.25 (2)1.75'x7.25" LVL ATTACH KING STUD TO HEADER w/(8). 16d NAILS H3.5x9.25 (2)1.75'x9.25" LVL ATTACH KING STUDTO HEADER wl(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUDTO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ J" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER wl(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0 " TO T-11" 2 2 8'-0" TO 9'-11" 2 3 1 U-0" TO 12'-0" 3 14 NOTES ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT 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 1 112" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 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 1O. USE 5/8" TYPE XGYPSUM 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 TO 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 REVI EW 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 W10UT 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 REQUIRED SIZE 2 751b MIN POINT LOAD SHOULD BE W W BUILDER TO DETERMINE THE ( ) ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED U 0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. OIONS OFTHE A/C UNIT RACTOR OR A/C SUPPLIER. OTHE ER. SEEB09 SD2 FOR MORE INFORMES SHOULD BE D BY EITHER ONTHECONT• ,; +D M BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE • TRUSS MANUFACTURERS LAYOUT w ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: Z O WO ROOFS: 4 c, 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 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" 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 z SPACED NO MORE THAN 24" O.C. '� (9 55 grze CABLE ENDS: C, W ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. W 1►• AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER .6 EDGES AND 6" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z 0 Z z i6 EXTERIOR WALLS: �""► W SEE WF101SD4 FOR MORE INFO. �J NAILS: C)" NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. J 0 b� ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, H - F HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE _ EQUIVALENTTO HAND DRIVEN NAILS, FASTENERS FOR PRESERV- ATIVELY d TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL F" BE IN ACCORDANCE WITH ASTM A 153. W 0 APA SHEATHING NOTE: W�r 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED = L PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U� WITH (3) 1 O TOENAILS. GENERAL NOTES 1. FLOOR JOISTITRUSS 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 j" PLYWOOD OR OSB (U.N,O), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 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 NOTES: 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 DIMENSIONS NOT SHOWN HERE. 0 �1 11 z Q 0 LU j � Cr LL 0000 00 � 0 �z - LIV JILL.....�.� 5 <0_ O F- H STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA/JW QC CHECK: CC JOB No. TM - 2170266' SCALE: AS INDICATED DATE: 03/08/2017 CONNECTORLEGEND- 1/4 =1 _0 29 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS {.�-•' PRECAST "U" METAL LATH OR QUIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W13000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS -SHEAR WALL T OPENING ' CORNER AS REQ'D INDICATED IN AL SHEAR WA L SEGMENT LINTEL, #5 TO BE.HOOK PER z J CL W LL I- r c� w r } 0 co TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TY P. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. W (1) #5 DIA. REBAR ROUGH OPENING PER PLAN �- . ' ., STD. 90 DEGREE ANGLE 3000 psi • ;1 * %: ': CONC. w/ (1) #5 DIA. REBAR SEE PLAN FOR TOP OF WALL AND LINTEL INFO HOOKED INTO GRADE 60 BAR SIZE MD08 LENGTH •'" LAP SPLICE BEND 0 SIDE VERTICALS LAP SPLICE ". NO -SHEAR WALL T OPENING 11CIP ' TYPI AL SHEAR WA L SEGMENT „C„ "D" #3 ;« 41/4 TRANSOM OPENING • 21/4 4 114 91/4 18 #4 21/2 5 5/8 91/2 20 'ya RAMS INFILL AR0Ul 24 #5 3 118 7 11 3/4 25 3 314 7 151/2 30. #6 3 314 81/161 14 30 4 112 81116 181/2 36 #7 4 318 9 13116 16 112 35 5 114 9 13116 21 3/4 42 LL do q BOTTOM STEEL IN LINTEL IF 1 U•, INDICATE- SHOULD HOOK INTO dr VERTICAL CELLS PER MD08 i�jA TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TY P. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. W (1) #5 DIA. REBAR ROUGH OPENING PER PLAN �- . ' ., STD. 90 DEGREE ANGLE 3000 psi • ;1 * %: ': CONC. w/ (1) #5 DIA. REBAR 41'!1 SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE .. LENGTH 6-1B 18F16-0 LAP SPLICE BEND 0 LENGTH LAP SPLICE ". NO -SHEAR WALL T OPENING 11CIP ' TYPI AL SHEAR WA L SEGMENT „C„ "D" #3 ;« 41/4 41'!1 TYPICAL MASONRY CONSTRUCTION SCALE: 314" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE .. LENGTH 6-1B 18F16-0 LAP SPLICE BEND 0 LENGTH LAP SPLICE ". NO -SHEAR WALL T OPENING 11CIP ' TYPI AL SHEAR WA L SEGMENT „C„ "D" #3 17/8 41/4 TRANSOM OPENING • 21/4 4 114 91/4 18 TYPICAL MASONRY CONSTRUCTION SCALE: 314" = 1'-0" WINDOWBY BUILDER r :• SEE DOWEL PLAN FOR SEE WF01/SD1 FOR <<,`•. '�:: r FILLED CELL INFO. „r; .• � ,... MORE INFO , MIN. (1) IS REQ'D ON I''• ; .= EITHER SIDE U.N.O. DOOR OR WINDOW OPENING MAX. OPENING 4 FT LINTEL WI TRANSOM DETAIL S �;•';� (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY , WALL W/ SIMPSON HU28-2 HANGER a@ EA. END. W/ (14) 114" x 2-3/4" TAP CONS TO MASONRY & (6) 10d NAILS TO HEADER 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 6-1B 18F16-0 LAP SPLICE BEND 0 LENGTH LAP SPLICE T-2" 1783 3069/3069 611315163 8974/8054 10000! 10000 y•w' Mr.PEE P '•.I�,.+;,,N;y.,.�• •.' ;„, ��• 11B.) 11CIP "D11"All1111311 4'-6" 710 1423/1105 43601 1631 603612549 8328/3470 5'-211 570 12321 1232 3480/2580 8360f 3586 8825/4592 „C„ "D" #3 17/8 41/4 TRANSOM OPENING 15 21/4 4 114 91/4 18 #4 21/2 5 5/8 91/2 20 'ya RAMS INFILL AR0Ul 24 WINDOWBY BUILDER r :• SEE DOWEL PLAN FOR SEE WF01/SD1 FOR <<,`•. '�:: r FILLED CELL INFO. „r; .• � ,... MORE INFO , MIN. (1) IS REQ'D ON I''• ; .= EITHER SIDE U.N.O. DOOR OR WINDOW OPENING MAX. OPENING 4 FT LINTEL WI TRANSOM DETAIL S �;•';� (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY , WALL W/ SIMPSON HU28-2 HANGER a@ EA. END. W/ (14) 114" x 2-3/4" TAP CONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 314" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF, STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH 6-1B 18F16-0 LAP SPLICE BEND 0 LENGTH LAP SPLICE T-2" 1783 3069/3069 611315163 8974/8054 10000! 10000 "A" 11B.) 11CIP "D11"All1111311 4'-6" 710 1423/1105 43601 1631 603612549 8328/3470 5'-211 570 12321 1232 3480/2580 8360f 3586 8825/4592 „C„ "D" #3 17/8 41/4 7 15 21/4 4 114 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/9 121/21 24 #5 3 118 7 11 3/4 25 3 314 7 151/2 30. #6 3 314 81/161 14 30 4 112 81116 181/2 36 #7 4 318 9 13116 16 112 35 5 114 9 13116 21 3/4 42 'r N1 *; LAP SPLICE EMBEDDED STMIDA D 100* HOOK #3=2�" #4 _ 2;6" #5=2X #6 = 3" #7=3W 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN, CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8178-1 B / 8F8 -013 8171 6-1B 18F16-0 8F24 -18/8F24 -OB 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOWIDOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS, MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 611316113 897418974 10000 1 10000 T-2" 1783 3069/3069 611315163 8974/8054 10000! 10000 2'-8" 1343 2693/2561 611313820 8974/5961 10000/8107 3' 2" 1217 21651 1969. 611912931 8672 f 4576 1x000 / 6224 T-4" 1006 1663/1349 53651 1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000 J 4249 4'-6" 710 1423/1105 43601 1631 603612549 8328/3470 5'-211 570 12321 1232 3480/2580 8360f 3586 8825/4592 6'-2" 488 9911991 2661 12143 5681 12698 6472 / 3685 7'-0" 416. 7 2 / 699 18431 1625 34$6 J 26x2 6390 13302 8'-0" 354 7261699 18431 1625 3486/2255 62051 2885 9'-2" 315 6181535 15331 1247 2781/ 1946 4754 12489 10'-0" 292 5671454 1366/1277 2423/1770 4006 / 2263 10'-8" 277 4921352 1254/1132 2193/ 1567 35521 2003 11'-2" 255 4711352 1075/1075 1838 / 1567 2883/2003 12'-0" 239 418/297 1075 / 1045 1838 ! 1446 288311848 12'-8" 0 3691261 10021984 16971 1361 2630/1738 13'-4" 0 328/0 123410 1779/ 0 2662/0 14-0" 0 29210 115010 166010 243910 16'-0" 0 28410 950/0 137910 1997/0 MATERIALS 0 21110 75010 117710 1676/0 18'-8" 0 142/0 598/0 111410 1468/0 1. ft PRECAST LINTELS = 3500 PSI. 2. ft PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU)PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7132 WIRE PER ASTM A510. 20'-0" 0 180/0 598/0 102410 1441/ 0 20'-8" 0 145/0 55010 981/0 1376/0 22'-$" 0 110 / a 450 / 0 824/0 114710 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14 -11318R14 -0B 8R22 -113/81R22 -01B 2'41 1694/1694 372513280 5499/5421 2'-8" 1425/1425 3343/3280 493314933 31_0" 12301 1230 276912769 4085/4085 +''_•"f" 10811920 2769/1716 408512839 41-411 846/833 2121 1 1716 312712839 5'41' 664/572 1761 / 1761 2595/2595 6'-4" 526/434 15391 1539 132912267 T_4" 4801322 13341 1334 1964 / 1552�"" 8' 4" 415 / 235 11521 1152 16941 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR BOTTOM OF LINTEL CAVITY SF16-1 BI1T QUANTITY OF #5 REBAR AT TOP ninnnirini u�ir-uT 8RF6-1B/1T (� V 8F8-1B11T``�— n RRF1t1_1R11T 16'-0" L WALL LEGEND 0 = 9'-4" T.O.M. W Q 0 CL W 0 ® -hhLq ® •O •® VCL co tt ®® ; - yW� . 0 ®W Uj� A®®r°®1rr 11 ®®®® 0 m LL 8F16-1B/1T °NOMINAL WIDTH 0 8RF14-OB11T TYPE DESIGNATION ce) F 8F16 -08/1T 1-1/2 CLEAR Q 8F20 -1611T Z _ r #5 REBAR AT TOP MIN. (1) REQ'D o 0 " 8F20-0B/1T cJ J < < C.M.U. • 8RF22-1B/1T GROUT, 8F24-11311T`�' -7 + 95 REBAR AT BOTTOM OF LINTEL co CAVITY', 0 8RF22-0B/1T r BOTTOM REINFORCING PROVIDED L 7-5/8" ACTUAL IN LINTEL (VARIES) +� 81724-OB/1T 8"NOMINAL WIDTH 8RF30-1B/1T FIS 0 8F32 -11511T 1-1/2" CLEAR 8RF30-0B/1T T_ th �r�, #5 REBAR AT TOP MIN. (1) REQ'D V 8F32 -01311T U J C.M.U. 81738-1B11T W Ln 8F12-1B11T (� I � 1 8F40 -01511T-+� +�- BOTTOM REINFORCING PROVIDED J Z 7-5/8" ACTUAL IN LINTEL (VARIES) V $178 _01311T 8" NOMINAL WIDTH f UNFILLED W � `.. ►�"1 z . SAFE LOAD TABLE NOTES I- � Z 1, ALL VALUES BASED ON MINIMUM 4' NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 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 W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL, 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR T'V'+JO #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, nn 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. z C 4:! W --� n Cc oo 0 A 2 R 0 W Z W a0 0 1•- I ' n STRUCTURAL ENG: BAD DRAFTING: STRUCT: TNA/JW QC CHECK: CC JOB No. TM - 2170256 SCALE: AS INDICATED DATE: 03/08/2017 DO REBAR SPLICE DETAIL LIN I 1=L VLAI SCALE: 3f4'= 1'-0" 1/811=11-011 S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC, Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, is strictly prohibited. (1) #5 FROM FTG, TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO � TIE BEAM SPLICE TO �� 112" J -BOLT Wf MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING � BE MIN. 25" GROUT BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH wf FOUNDATION WALL SCHEDULE WALL SCHEDULE < CELL SOLID CELL SOLID REQ'D MIN 4" BELOW MASONRY WALL ;wl� MASONRY WALL ;w W CONC. SLAB PER (1) 45 CONT. wl 1-1}211 SEE PLAN SEE PLAN < FOUNDATION PLAN COVER TYP. 1-112 COVER TYP. CONC. SLAB PER 2 114" CONCRETE SLAB PER CONCRETE SLAB PER ";II CONCRETE SLAB PER FOUNDATION PLAN CONC. SLAB PERFOUNDATION PLAN FOUNDATION PLAN FOUNDATION PLAN Q FOUNDATION PLAN ry z Q� 2x PT SILL PLATE 2x P.T. SILL PLATE I ' > Ie LU w < c VARIES ;� W [L •,i + SEE PLAN r.i * �, OC7 ar. M' -�r�r' ' '��' ,�..,,,.�' _"s '``' i� ". ._: .• A� ,a- ,.Y, ao.,i� as Q Idt j .-. +. y ; I e GRADE I , . 4 GRADE c_j w * 4• r �: _ I I `,.'4 y.'—I I—I 1,= I 0 I .,.. C� . - 'y ' 4 r —45 O I . { * * , ,• .� ' - ;� I—III-1 I I qp ■, , # , i • , ,r • —I- f ••� I __ —_ -- -I_� I—III—II--III; . #. I — �.. .: I I _'$'„—'41„ I' — — — �0]_ aT� ISL; , -�=1 I I-- I— I I_I I I -III III I I I-1 I T — — I __ i I I •, 111—L•1111 111 ,�,1� W (2) #5 BARS CONT. ' :TI I — I (2) #5 BARS CONT. CLEAN COMPACTED 10" W $I $ Wf 3" COVER TYP. 3 V CLEAN COMPACTED Wf 3" COVER TYP. V FILL @ 95°In STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w13" CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. wf 3" FILL @ 95% STANDARD 1,-4„ DENSITY FILL @ 95% STANDARD �' COVER TYP.; AT $ $ FILL @ 95% STANDARD FILL @ 95% STANDARD 1'-4" COVER TYP.; AT DENSITY DENSITY (2) 45 BARS CONT. wf 3" 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY -- COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE SHALL BE T-4" WIDE wf(3) #5 BARS SHALL BE 1' 4" WIDE wf(3) #5 BARS BARS REQ'D & FTG TO DENSITY >; BE 20" WIDE W [L' FO TYPICAL EXTERIOR FOOTING XOFO�TYPICAL GARAGE CURB FOOTING 00�NON-BEARING SLAB STEP DOWN OF�t\ DOUBLE STEP FOOTING AFO�BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING � 1111111111® eo M 314"=1'-0" 314"=1'-0" 31411=1'-0" 314"=1'-0" 314"=1'-0" 314"=1'-0" N% ®ij, W CIC OD OPT. MASONRY CURB ® �� ®.� @ ELEV. 0-0 wl (1) #5 ®Y o CONT. BAR VERIFY Wf DETAILS FOR REQ'D VERIFY Wf DETAILS FOR REQ'D ®� O°�j ` -� STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS 11 SLOPED GROUT TO° z LU r O w DRAIN y •.I ` .:. SEE PLAN MASONRY WALL®, @. Sol* OPTIONAL CURB BY ; a I BUI LDER MIN. 24" BEFORE �. �. - • ®P®b� CONC. SLAB PER $x12 THIC4<ENED ANOTHER STEP SLOPE ®®® ®� L CONC. SLAB PER (1 } #5 FROM FTG. TO ®® ®® ppLL CONC. SLAB PER FOUNDATION PLAN SLAB wl (1) #5 CONT. ' I # '' FOUNDATION PLAN TIE BEAM MIN. 25" 1111o�aa�e $ a_ FOUNDATION PLAN wl 3" COVER TYP. #5 CONT. ER MFG SPLICE GROUT CELL w :,".•;, �:� '. REINFORCEMENT SEE ".•� SOLID PER PLANS *,, a + .. . • - }-�+ �'; GRADE '` ` •' .. `' ` "; ' . a I FOUNDATION PLAN c� ....� ...I..,.' :...:• w , y -„ •' 14 L +: FOR QUANTITY I'* ,,r` R , �. I I—I I —I I I I • :''' – s- ..",. a. .� .' w o y a . ' + "�" �a� �...: w +r'+� + 7 THRESHOLD PER MFG ;ra — =`�` — "'. '• ' — — �'r` U7 * r �; i •� #5 x 25" x 25" CORNER a r. y 4 s� _ — �6 +�r "ti �' — _ '�' • ;.i '' •~ �.. BAR, ONE FOR EA. U —y — 4 4 r' • '`' _ c� civ I_I I IT I — — — - �.. }t --I 1 ; ° a' ` r" . - I • HORIZONTAL U --i as� I r Ir III I I I I I I I I I I I I I w` —I I a. .4..H CONC. SLAB PER w I „Til i 00 4'y ` ''—W—�1.1 �.$ 4 �T .. , ., . $ .a~.. `" ' �'� �_ ,.r° ., , y + 4 ,� 'I REBAR, TYP. U.N.O. FOUNDATION PLAN I'I--I ==) •.. : �. �°� : _ - z -rr — .' . r . I I—� I- -. - —..� -- • , I— I—III—I I p a a' I I—III I I —1111; I I �, w -,_ _ ,�'..= .' y r"i ir+ r"r r� .No �.: I I—T— I I-- co — 11_ -y (2) #5 BARS CONT. I I—III=1 I I I I I--- ;' (— — — — 2 #5 CONT. wf 3" M :'`,� ';::,�'` SLOPE Wf 3" COVER TYP.; a 1'-4" III I III III_. -.II O *. 40 1'-4""`x— (2) #5 BARS CONT. S (2) #5 CONT. wl 33 _ COVER TYP. �` "A ," (3) #5 BARS wf 20 COVER TYP. I I —I — — # ENT RS wf PER MFG .';' :_• �. (3) #5 BY CONDITION SLOPE EXT. SURFACE 9 V W13" COVER TYP. I (2) 5 B BA OR GRADE 114" PER WIDE FOOTING CLEAN COMPACTED MIN, 25 LAP SPLICE CLEAN COMPACTED FOOT AWAY FROM WHERE 2ND STORY OCCURS, FTG FILL 195°/o STANDARD FILL @ 95% STANDARD p DENSITY BUILDING DENSITY SHALL BE 1'-4" WIDE w1(3) #5 BARS ELASTOMERIC JOINT FILLER 41 A*F'_O�FOOTING SHOWER AT MASONRY X'FO*THICKENED EDGE 4'FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL SCORNER BAR DEVIL (TOP 111EVV� AF1�EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CICU 314"=1'-0" 314"=1' 0" 314"=1'-0" 314"=1'-0" 314"=1' 0" 314"=1'-0" �'/"+� vv�� #5 DOWEL WI MIN. 6" #5 CONTINUOUS ANCHOR PER BRG. .� z FILLED CELL PER PLAN WOOD POST PER PLAN --*w ,� CONC, SLAB PER CONC. SLAB PER EMBED. INTO MAIN '�1'�ALL SCHEDULE. IF FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C. WI 2 114" CURB REQ, ANCHOR SHALL HAVE 6" MIN. 314" CONNECTION EPDXY @ 12" O.C. MIN. 32" BEND INTO EMBED. BELOW W GW7 — SLAB h GARAGE ra TOP COURSE TO BE CONCRETE STAIRS AS BOTTOM OF CURB. 06 go CHAIR BLOCKS. REQ'D PER GRADE Wf CONCRETE SLAB PER OPT CURB PER � .I ENTIRE BASE TO BE MIN (1) #5 BAR @ MPT CU 1 z FILLED SOLID NOSING ADD #5 CONT. WHEN � � TOP VIEW C CORNER SEE ELEVATION STI RUPS REQUIRED 2 x P.T. SILL PLATE CMU BASE wl (1) #5 • . �.,' ;+ y: .�• `, .:a '.`* .. SEE it r Film 'r.,::` VERTICAL @EACH _ �.. - �' _ *, PLAN , �.-' J4_... - GARAGE WALL ; �'' — — — — BEYOND CORNER. SEE FLR. —� i I— r 00 rs �'r j l -j ' • ., a • �I ' CONC. SLAB PER PLAN FOR BASE SIZE +� ,, -III-1 + .�" r _ a ,,; #3 STIRRUPS @ 4$ +" . �: r ' �, z 2 #5 DIA. BARS TOP r (2) #5 DIA. BARS @TOP_ •. •. ,,. w - �. ' I_ a? W1, FOUNDATION () @ •_ r: d >G O.C. WHEN MONO III - DRIVEWAY BY — .. PLAN BUILDER- CONCRETE WHEN MONO DEPTH _ _ ' i. ." -�� 2 O WHEN MONO DEPTH 1 1 — + �. '' cwr� DEPTH EXCEEDS r"`.' .`+� +� ' L SEE FOUNDATION FOR " a EXCEEDS 26", IF -II �. EXCEEDS 26", IF �-- I :` A, %I,' .•• ;, © 26". IF LESS THAN OR PAVERS �' ' !, G i DEPTH 26"THESE I r'� , DEPTH { 26" THESE —I I I ', r _ -- PAD SIZE I--1 I I . .. :- ... • .: „� ,, ,a �� 26 THESE �, .. :� , r•�r..', } 314 '� " ' w BARS ARE NOT REQ'D — BARS ARE NOT REQ'D ...�..,. �..,; STIRRUPS ARE NOT —1 + `;.' "' ,1 -� '— �"'� y GRADE REQ'D CONC. SLAB OR + w — `i, .. r.l ..�Via, GRA E :) �• '" �'- = -1 — 1 W �w.r/ I a o #3 STI RR @ 48" — III #3 STIRRUPS @ 48" — �, W * +d - PAVERS PER PLAN :i' .� : ., I• i * —I I :� — _I 'I: :I' — — U. — :: d .� c� O.C. WHEN MONO �'° I — I I= O.C. WHEN MONO �..—I , -' I I I—II-11� — _ _ • !� —�_ r " "' DEPTH EXCEEDS 26" :III --11 I� —I 1 (= 1 DEPTH EXCEEDS 26" '+ + . �y �- (3) #5 CONT. W13" MIN iI I I141I—�— I ' „ - _ _ CLEAN COMPACTED I - - I i—I r 20 x$ j j_ -`-I I 1 I ' FILL @ 95°/n STANDARD d,�' (W IF DEPTH { 26"THESE I I —I '`I� . I IF DEPTH 26 THESE I I +�� t' I 1 I I 1 1� COVER ON CHAIRS THICKENED III I I, — �. ' �' 4' °• — BARS ARE NOT REQT) 1= = ' BARS ARE NOT REQ'D-—=-�—_-! SEE PLAN F R ST IR INFO, IF TI I—I I DENSITY — I ' : - CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & EDGE Wf (2) #5 —�— 1= a, ` !t ` ,�.,,,,+�,,. „� ,,;'„y�'. --I I I— CLEAN COMPACTED —I'I I -I - -- (2) #5 BARS CONT. W1 — CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP, CONTINUOUS 1'-$" 3" COVER TYP. CLEAN COMPACTED •- 1` - , - (2) #5 BARS CONT. W1 ; „ _ FILL @ 95°lo STANDARD y, a 3" COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. I I � 1 -4, 1111" FILL @ 95% STANDARD DENSITY & TERMITE DRILL AND EPDXY (2) 12" LONG #5 BARS DENSITY I— — — — — — — DENSITY — DENSITY TREATED Wf 3" MIN COVER @ EA. END OF STAIRS ffAF1"L THICKENED EDGE c GARAGE DOOR A�F1 FOOTING ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING VIII STAIR 62 DEEP MONO INTERIOR STEP DOWN 314"=1 '- 0.. 314"=1'-0" 314"=1 '-0" 314"=1'- 0" 314"=1'-0" TOP (ERE DAT PIP PVC OR SCH40 SLEEVE 11— CENTE D E PENETRATION z W 0 LLF 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE 1=�T -1 I I co 0 CONC. SLAB PER I .�� FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I I --III III�—I I rmr., FINISH FLOOR ELEV. I •I — . �I FINISH FLOOR °°—'" i a `! �--I I• J Z PENETRATING a I ___III_ J W Now PIPE PENETRATING PIPE — — — L- a — : i•, �•. ` i RADE . M+ '—�1 SEE FDN. W >' _ +• i + ; ' ,, '� ; r� �` a ,. 4 a o' PLAN FOR I ( O H 1-- ;"" ..• , . LOOP TIE (TYP.) b — — ;a — — SIZE & REINF. •' —1 I 1-1 —I —_ , '��— '' (I=11 �� j j PIPE PERPENDICULAR TO FND _ _ !!��; r — — — 1 I-1 I—III—I TOP (2) #5 x 4 0 PVC SLEEVE MIN. — FOOTING PER PLAN - z yam.. " (�— — CENTERED AT PIPE STRUCTURAL ENG: BAD DIAMETER TO BE 2 r - .) I I Ihj' �I PENETRATION PVC dR SCH40 SLEEVE I _III —1 I 1—III- � I" DRAFTING: PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN THAN THE FILL ( 95°/o STANDARD --III= —" SEE FDN PLAN — I I—I 1 - , 4 a-STRUCT: TNA/JW PENETRATING PIPE SIDE VIEW DENSITY I I�= FOR SIZE ;�..� .. —I I & REINF. —1 1 — — " QC CHECK: CC FRONT VI PVC SLEEVE _ ... , I— =1 I 1-1 I I - _ JOB No. T�1 2170256 z� SCALE: AS INDICATED PIPE VERTICAL THRU FDN-I DATE: 03f08f2017 II 11 I- 1— 1 1- *FlA\TYPICAL FOUNDATION PENETRATIONS .-11 NOT USED 314"=1'-0" PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information Contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, INC, Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, is strictly prohibited. PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 Wf (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7116" OSB Wl (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS Ccs 16" O.C: TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=V-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF' TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD'E O/C 2x P.T. PLATE 112" x 8" A.B. Of HD @ 32" O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK 01 COURSE W1(1; CONT. F1 KNEE/VALL ABOVE MASONRY WALL 3/4"=11-011 C OF OPENING GARAGE BUCK DETAIL (3) 12d END NAILS TO LAST STUD 2x6x12 P.T. CENTER TYPICAL TIE BEAM wl 3000 psi BUCK SEE PLAN FOR WALL . CONC. wl(1) #5 REBAR CONT. 318" DIA. ANCHOR FRAMING INFO • �. CENTERED ,•' : �• STD HOOK BLOCKING PER BRG •� 2x PT STUD OR ALTERNATE 1x PT WALL SCHEDULE FURRING TO CMU W1 2x FRAMING PER PLAN 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 5-112" EMBED. AT EA. BRACKET, THREADED ROD PER TYPICAL FILLED CELL GARAGE WALL ,rte` C`�B/j 4 oe w/ 3000 psi CONC. wf(1) BEYOND CONT. ROOF SHEATHING NAIL PER PLAN #5 REBAR VERT. DOOR EA. PLANS. MIN. 6" FROM VERIFY wl PLAN FOR O.C. w! STRUCTURAL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS REQ'D LOCATIONS 2x6 P.T. BUCK EACH STRUCTURAL PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW SIDE OF OPENING OF BRG. WALL/ ri FRAMING DETAIL • CMU WALL PER PLAN (5) 318" DIA J -BOLT W/ MIN. 1"" EMBEDMENT FOR HOLLOW PROVIDE 1-112" x 3116" 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 5-112" EMBED. AT EA. BRACKET, THREADED ROD PER CHORD WITH (4) 10d LSTA18 �,ia 32" O.C. STUD TO PRE -ENG TRUSS., SLIT ,rte` C`�B/j ROOF SHEATHING FOR STRAP CC CONT. ROOF SHEATHING NAIL PER PLAN (4) EQ. SPACED �' TITEN HD ANCHORS w/ DOOR EA. PLANS. MIN. 6" FROM TO TOP CHORDS OF TRUSSES BELOW WHEN O.C. w! STRUCTURAL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 16" O.C. W/ BELOWAND CONNECT w/ HTS20 rt?x 32" Q.C. STRUCTURAL PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW SIDE OF DOOR.END OF BRG. WALL/ COMPANY FRAMING DETAIL DOUBLE TOP PLATE SHEATHING ON BOTH MIN. 1"" EMBEDMENT FOR HOLLOW PROVIDE 1-112" x 3116" MASONRY WALL COMMON TRUSS PER PLAN OR CONY. FRAMING wl J ,r V BLOCK OR 3 112" EMBEDMENT FOR SOLID THICK WASHER W/ EA. CURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS wl (2) LAYERS.3/4" CDX SHEATH ING RADIUS AS REQ'D NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPEN ING IF REQ'D BLOCK. MAX. 6" FROM TOP AND BOTTOM ANCHOR. (1st BOLT TO I NAILING SCHEDULE SHEARWALL W OR 114" TAPCON W1 MIN. 2" EMBEDMENT 6" BE 8" MAX. ABV. CURB, BASE PLATE 2x4 #2 SYP RAT RUN INFO +I CHORD WITH (3) 10d TOP AND BOTTOM MII FROM TOP AND BOTTOM AND 12" O.C. REST EQ, SPACED CONNECTION PER BRG NAILS (2) BAYS PAST A/C : � �• SEE ARCH PLANS FOR BETWEEN -24" O.C.) WALL SCHEDULE 2x4 BLOCKING LAP Wf (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS, TYF PT BASE PLATE EACH SIDE O BEARING/ SHEARWALL CONNECTION TO CMU DOUBLE TOP PLATE w/ 112"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SID 2x BLK'G. TO O.S.B ARCH PER ELEV (2) 8d EACH END Hf END VIEW w/ CMU HEADER (SEE PLAT ,�..-�--- 7116" O.S.B. EA, SID ARCH PER ELEV 2x BLK'G. TO O.S.B. gkII (2) - 8d EACH END END VIEW w/ WOOD FO DORMER FRAMING DETAIL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATEN (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 /,�''� �i�'/"' 2x STUDS @ 16" O.C. FOR KNEE WALL CHORD WITH (4) 10d LSTA18 �,ia 32" O.C. STUD TO PRE -ENG TRUSS., SLIT ,rte` C`�B/j ROOF SHEATHING FOR STRAP CC CONT. ROOF SHEATHING NAIL PER PLAN I PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END ?x4 SPF CONT. TO TOP CHORDS OF TRUSSES BELOW WHEN O.C. w! STRUCTURAL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 16" O.C. W/ BELOWAND CONNECT w/ HTS20 rt?x 32" Q.C. STRUCTURAL PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW FOR BEAM SIZE 2x PLATES OVER ROOF DECK PER VALLEY COMPANY FRAMING DETAIL DOUBLE TOP PLATE SHEATHING ON BOTH SIMPSON H3, H4, OR H5 a@ EA. END OF TRUSS OR SIDES FROM TOP OF RAFTER COMMON TRUSS PER PLAN OR CONY. FRAMING wl J STRUCTURAL SHEATHING PER PLAN AND ROOF V FINISH PER ARCHSFIN / CURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS wl (2) LAYERS.3/4" CDX SHEATH ING RADIUS AS REQ'D NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPEN ING IF REQ'D 3/411=11-01, )EE TYPICAL HEADER --RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) }x W1(2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D WATERPROOFING BY BUI LDER 2x BUCK DETAIL N— (2) 2x TOP PLATE (2) 2x PLATE--•-�'' I "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS '.x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AFAKNEEIrfALL 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 BLOCKING WALL WITH STUDS @ REQ'D @TOP CHORC I WALL WITH STUDS @ ?x4 SPF CONT. 16" O.C. W! O.C. w! STRUCTURAL I (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 3LOCKING ATTACH TO STRUCTURAL KNOCK OUT COURSE FOR BEAM SIZE STRUCTURAL COMPANY SHEATHING ON BOTH I SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF NAILING SCHEDULE SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '116" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER 'V1 6d NAILS @ 16" O C NAILING SCHEDULE PER ARCHS I NAILING SCHEDULE "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS '.x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AFAKNEEIrfALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2;. NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @TOP CHORC FOR BEAM SIZE I SCAB IN EACH TRUSS ATTACHMENTS 2x PT BOTTOM — O.C. w! STRUCTURAL PLATE IF NO WEB IS PRESENT SUPPLIED BY A/C I KNOCK OUT COURSE I`-- BUILDER FRAME MASONRY WALL COMPANY BOTTOM OF WALL. C (3) 10d NAILS TYPICAL NAILING SCHEDULE AT EACH TRUSS OTHERWISE SP2 CLIPS * : , AT TOP AND SP1 CLIPS AT BASE ARE REQ'D 2x4 'X' BRACE ACROSS 0 z LENGTH OF PER ARCHS SHEARWALL W �,,,,r,.,.,.�-•--- FOR CONNECTION NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN INFO CHORD WITH (3) 10d TOP AND BOTTOM MII l— W NAILS (2) BAYS PAST A/C 0 SEE ARCH PLANS FOR LOCATION. MIN (3) BA OVERHANG INFO 2x4 BLOCKING LAP Wf (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS, TYF TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN 3/4"=1'-0" PRE -CAST LINTEL PER PLAN FASTEN PT 2x BUCK ATTACHMENT REQUIREMENTS SIZE TAPCONS PCI GM 311611 3 112 1 3116" x 3 112" " 2x8 3116" x 3 112" 12" O.C. T4 MASONRY MS'S: 1. 1x OR 2x PT BUCKSINAILERS SHALL EXTEND BEYOND INT, FACE OF WINDOW, FASTEN BUCK TO MASONRY Wl (2) ROW OF 114" TAPCONS 6" FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 112" MIN. FROM EDGE OF BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU, 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0.C, @ EACH SUCCESSIVE BUCK 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS P.T. BUCK PER DOOR (FASTENING) ARE MET 4. BUILDER SHALL FOLLOW DOORNVINDOW MANUFACTURER'S WRITTEN MANUFACTURER'S SPECIFICATIONS, SPECIFICATIONS. 112"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS I 0y A/C IN TRUSSES 3/4"=11-0" PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MINI 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL, TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's. 3/4"=1'-0" CHIMNEY FRAMING DETAIL 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°) W1 (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY AIC COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END FLUE PER MANUF, SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) 16d COMMONS NAILED @ EACH END 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's TRUSS PER PLAN .4 ■ _0 U) LLJ L"1 1 w� P® cp STRUCTURAL `�o �, ®.�' 'e' LLj SHEATHING •' ®° 0 ,,, ��•. .m �%�"CL CD TYP. TRUSS TO FRAME � °� u- 0:� LU 6 CONNECTION PER STD. CONNECTOR ®E� ° Z (j p Q 0 NOTES 0,5 ix ai � ° O FRAME OUT TO BLOCK 'tee ®• X 11 .•• ��"` W < EDGE ®oo �••®..® LL � (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY l IF OPENING PROVIDED I 112" x 8" ANCHOR BOLT �"--• 2x #2 SYP SEE PLAN OR TITEN HD @ 32" (2) I O.C. & 6" FROM EACH FOR BEAM SIZE I END 2x PT BOTTOM — O.C. w! STRUCTURAL PLATE PRECAST LINTEL OR I KNOCK OUT COURSE I`-- BUILDER FRAME MASONRY WALL L RADIUS AS REQ'D BOTTOM OF WALL. KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS I 0y A/C IN TRUSSES 3/4"=11-0" PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MINI 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL, TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's. 3/4"=1'-0" CHIMNEY FRAMING DETAIL 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°) W1 (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY AIC COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END FLUE PER MANUF, SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) 16d COMMONS NAILED @ EACH END 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's TRUSS PER PLAN .4 ■ _0 U) LLJ L"1 1 w� P® cp STRUCTURAL `�o �, ®.�' 'e' LLj SHEATHING •' ®° 0 ,,, ��•. .m �%�"CL CD TYP. TRUSS TO FRAME � °� u- 0:� LU 6 CONNECTION PER STD. CONNECTOR ®E� ° Z (j p Q 0 NOTES 0,5 ix ai � ° O FRAME OUT TO BLOCK 'tee ®• X 11 .•• ��"` W < EDGE ®oo �••®..® LL � (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY l IF OPENING PROVIDED I PER PLAN) 0 " MIN. 2x4 SPF#2 KNEE WALL w/ STUDS @ 16" O.C. w! STRUCTURAL I SHEATHING FROM TOP OF WALL TO BOTTOM OF WALL. C ATTACHED PER NAILING SCHEDULE C) OTHERWISE SP2 CLIPS * : , AT TOP AND SP1 CLIPS AT BASE ARE REQ'D PLAN, 24" O.C. MAX 0 z PER ARCHS KNEEUVALL OVER MASONRY WALL CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 314"=1'-0" 'I ,—r W C) �..-- PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN W �,,,,r,.,.,.�-•--- FOR CONNECTION W INFO SEE ELEVATION l— W TOP OF MASONRY I.0 0 SEE ARCH PLANS FOR W OVERHANG INFO W RE. ELE FOR O.H. TYP. SI N GL E TI E- BEAM WI (1) #5 CONT. GROUT SOLID w WINDOW PER FLOOR PLAN +d"� PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN SEE FOUNDATION _j DETAILS FOR FTG INFO SQ TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATH ING MUST BE APPLIED AND FASTENED TO BASEI 114"=1 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. I 3/4"=1 COPYRIGHT MCD 2014: The information contained in this ds�cument is copyrighted and is the exclusive property of M4NTA CC�N�U LTING & DESIGN, 4F WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of M4NTA CONSULTING �, DESIGN, C1F WMR & ASSOCIATES, LLC. is strictly prohibited, 314"=1'-0" W 06 _ Z� _j Z bit F_ . z 2 Im H 0 W � n LLI 0 00 0 LO J Z _ W r� W '"�0 3 0_ Q t—F y STRUCTURAL ENG: BAD DRAFTING: i STRUCT: TNA/JW QC CHECK: cc JOB Na: TM - 2170256 SCALE: AS INDICATED DATE: 03108/2017 SIMPSON F__ DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE DOUBLE 2x TOP PLATE 1 FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT SHEATHING; I I I ATTACH PER PLAN. FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 314"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING PER "�ROOF SHEATHING PLAN ` :SPAN 9'-0") w/ (2) 16d It 2x4 OUTLOOKER @ 24" O.C. MAX. wl (2) 15d END NAILS TO TRUSS TRUSS PER PLAN PLATE CONTRACTOR TO FIELD VERIFY WHICH CEILING NAILER AS - NO BRACE REQUIRED 4'-S" < H dE 7'-0" REQ'D CONDITION IS REQUIRED. CONTACT EOR kS REQ'D 9'-4" < 1-19E14-0" 2x8 #2 SPF STUDS @ &TRUSS FOR ADDITIONAL INFO AS REQ'D 16" O.C. TYP. '.AWI NGS; (TYP.) (END NAIL PLTS. SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK, SEE 2x8 #2 SYP PT BASE HRAGM 1% ldv~------BRACE PLATE TO PLATE TRUSS BOT. CHORD GABLE END 0a, VAULTED CEILING GABLE BRACING (+) z g SIMPSON META16 @ CL SEE CHART INTO BLOCKING, (4) 8dNAILS 3 114" HOLD 2x4 1l2" J -BOLTS w1 W '+HOOD WALL TRUSS INTO TOP PLATE PER CHART LOCATIONS USE PT 2x8 PLT., CANT. FOR (2) 16d TOE NAILS (5) 16d NAILS BRACE WASHERS (MIN. 7" SIMPSON H2.5(TYP.) BLOCKING A T:TO A CLG. NAILING SURFACEEMBED) HOLD WALL 3-112" AS REQ'D @ EACH END MIN. 6" FROM 2x4 SYP #2 BRACING @ GABLE END TO EA. ADJ, DIAG, W SHEATHING FASTEN FASTEN TO DIAG.w1 DOUBLE TOP PLATE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM 2x4 LEDGER W1 (2} 10d w HEADER PER PLAN IF NAILS @EACH WEB MAX. ATTACHMENT wl (3) 10dT REQ'D. MIN (1)JACK & TRUSS PER PLAN EXTERIOR SHEATHING. PER PLAN TOENAILS EA. END PROVIDE 16d NAILS =o -� � d' GABLE END TRUSS TO FROM TOP OF WALL STUDS TYP. BASE I 2x TOP PLATE TO Lli PLT.@12" O.C. MAX. w r GABLE END W1 16d it I © m 0 NAILS @ 6" O.C. rLL_ PF STUDS AT CMU WALL OR LINTEL 17 ;:''' FRAMING FOR FALSE L BEAM, IF REQ'D w1(3) BELOW HGA1 KT @ 32" O.C. 10d NAILS @ EA. TRUSS TC CLIP, (2) 8d NAILS BRACE O.C. AND 6 FROM EA. INTO BLOCKING, (2) TIE BEAM COURSE w1(1) 2x4 STUDS @ 24" O.C. w1 2x8 #2 SYP PT. BASE END wl NUT & WASHER MASONRY WALL OR 45 CONT. SINGLE BASE & TOP PLATE W1 1/2"x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN `'�'" PLATE w/ PLYWOOD FALSE BM PER PLAN ANCHOR BOLT OR SHEATHING COVERING IF READ META16 CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 314"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING PER "�ROOF SHEATHING PLAN ` :SPAN 9'-0") w/ (2) 16d It 2x4 OUTLOOKER @ 24" O.C. MAX. wl (2) 15d END NAILS TO TRUSS TRUSS PER PLAN 314"=11-011 PROVIDE 2x BLOCKING �� 1�k .�d6,11 jkwHtirtt..a,,.Mnelthrvr �. FLWsu:neu" �.•....� •,�•. _•.'�,w •.'-.....•. 2x4 BLOCKS, (2)16d NAILS @ EA. END, BLOCK ADJ. BAYS @ EA. DI AG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS Wl 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. wl(2) 16d NAILS. GABLE BRACING @48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART PLATE GABLE BRACING + CEILING NAILER AS - NO BRACE REQUIRED 4'-S" < H dE 7'-0" REQ'D VIDE ADDIT'L kS REQ'D 9'-4" < 1-19E14-0" 2x8 #2 SPF STUDS @ &TRUSS STRONGBACK 0(2) 2x4 BRACE 16" O.C. TYP. '.AWI NGS; (TYP.) (END NAIL PLTS. ®®® 'P. BD. IS STRONGBACK, SEE 2x8 #2 SYP PT BASE HRAGM WITH H2.5 CLIP. PLATE TRUSS PER PLAN CMU WALL PER PLAN GABLE END 0a, VAULTED CEILING 314"=11-011 PROVIDE 2x BLOCKING �� 1�k .�d6,11 jkwHtirtt..a,,.Mnelthrvr �. FLWsu:neu" �.•....� •,�•. _•.'�,w •.'-.....•. 2x4 BLOCKS, (2)16d NAILS @ EA. END, BLOCK ADJ. BAYS @ EA. DI AG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS Wl 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. wl(2) 16d NAILS. GABLE BRACING @48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4-8" NO BRACE REQUIRED 4'-S" < H dE 7'-0" (1) 2x4 BRACE T-0" < H?s 9'-4" (2) 2x4 BRACE (SEE SECTION A -A} 9'-4" < 1-19E14-0" STRONGBACK W1(1) 2x4 BRACE 14' 0" < Hd18'-8" STRONGBACK 0(2) 2x4 BRACE 2x4 BRACE IF REQ'D WHERE O.H. IS > V-0", DROP GABLES w10UTLOOKERS @ 24" O.C. T-0" MAX PLYOOD CANT. O.H TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=V-0" 10d COMMON NAILS @ 8" O.C. 45° 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOWf FASTEN ROOF SHEATHING TO BLOCKSw18d NAILS N-11 cl FOR NAILING C0 NT. 2x4 2x4 BLOCKING (2) 12d _\ r-qw ��•••®®.•®®" tom a (2)16d NAILS PLT. TO 2x4 DIAGONAL BRACE J Z NAILS, TOENAILED @ 0 RUN BACK TO @ 48" O.C. TO 3RD z )MMON TRUSS EACH END.AT 24" O.C. BAY REQ'D w1 (TYP.) (END NAIL PLTS. ®®® z STRONGBACK, SEE PER PLAN TO STUD) WITH H2.5 CLIP. CHART TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d GABLE BRACING (+) z g SIMPSON META16 @ CL SEE CHART INTO BLOCKING, (4) 8dNAILS END NAILS @ EA. 2x4 STRONGBACK IF REQ'D W '+HOOD WALL TRUSS INTO TOP PLATE PER CHART LOCATIONS USE BLOCKING @ 24" O.C. (2) 16d TOE NAILS (5) 16d NAILS BRACE =END SIMPSON H2.5(TYP.) BLOCKING A T:TO A HOLD WALL 3-112" AS REQ'D @ EACH END PROVIDE 2x4 BRACI GABLE END TO EA. ADJ, DIAG, W SHEATHING FASTEN FASTEN TO DIAG.w1 DOUBLE TOP PLATE PER PLAN. 16d NAILS. N-11 cl FOR NAILING ®®rb�6111191�►8®r®® � 2x4 BLOCKING (2) 12d _\ r-qw ��•••®®.•®®" tom a (2)16d NAILS PLT. TO )OKERS @ 24" J Z NAILS, TOENAILED @ 0 RUN BACK TO STUD TOP & BOTTOM z )MMON TRUSS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. ®®® z ECT TO DROP PER PLAN TO STUD) WITH H2.5 CLIP. 1 TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d CLL z g SIMPSON META16 @ CL H W INTO BLOCKING, (4) 8dNAILS END NAILS @ EA. 2x4 2x4 42 SYP P.T. W '+HOOD WALL TRUSS INTO TOP PLATE OUTLOOKER LOCATIONS USE BLOCKING @ 24" O.C. (2) 16d TOE NAILS LSTA18 OR MTS12 @ =END SIMPSON H2.5(TYP.) W1(2) 12d END NAILS BRACE TO LEDGER LAN HOLD WALL 3-112" AS REQ'D @ EACH END DOWN FOR W ;ON H10A DIAD. DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W1 (2} 10d HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1)JACK & TRUSS PER PLAN EXTERIOR SHEATHING. PER PLAN (1) KING STUD w1 SI MPS.ATTACH LSTA18 HEADER TO d' FROM TOP OF WALL STUDS TYP. BASE Lli TO BOTTOM CONNECTION' PF STUDS AT SHEATHING PER PLAN 16x, O.0 112" x 8" J -BOLT @ 32"D TC CLIP, (2) 8d NAILS O.C. AND 6 FROM EA. INTO BLOCKING, (2) MASONRY WALL OR �� ,.��-r-"" :' 2x8 #2 SYP PT. BASE END wl NUT & WASHER MASONRY WALL OR 3116" x 2 314" TAPCONS LINTEL SEE PLAN PLATE W1 1/2"x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN `'�'" IN CMU. OR BIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32 O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME AND WALL SPLICE DETAIL LICE DE AIL STD CONDITION @ CMU VAULTED CONDITION CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w1(5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD Wl 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 W1 114"x4-112" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONY. 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 JSS PER PLAN �''---- 2x4 SYP#2 BLOCKING, @ 24" D.C. W1(2) 12d END NAILS @ EACH END. TRUSS PER PLAN 10 DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3116" x 2 314" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. WALL SHEATHING PER `�— LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 'L�vum+,kil rtdx'mWu. wm +u�'�". FHING PER PLAN I-- < Q E O.H. IS > V-0", ®®rb�6111191�►8®r®® � END GABLE wl r-qw ��•••®®.•®®" tom a r )OKERS @ 24" J Z :C0 O ca ® ..► 0 RUN BACK TO LIJ; d • C1 z )MMON TRUSS ❑ ,3) 12d TOENAILS. ®®® z ECT TO DROP 6i - 0 WITH H2.5 CLIP. 1 I— '-0" O.H. CLL z g SIMPSON META16 @ CL H W 0 (J 2x4 i% W '+HOOD WALL TRUSS W LOCATIONS USE UPLIFT CONNECTOR 24" O.C. LSTA18 OR MTS12 @ =END FHING FASTEN MASONRY WALL LAN AS REQ'D W ;ON H10A DIAD. OCKI NG GABLE BRACING @48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+1- 10°) BRACE NOT REQUIRED U FROM EAVES. TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 :7S7 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS • MASONRY) 'NOTE: GABLES SPANNING LESS THAN S' DO NOT REQUIRE BRACING*** cox ®®rb�6111191�►8®r®® � I— r-qw ��•••®®.•®®" tom a r J Z :C0 O ca ® ..► z LIJ; d • C1 z ®® ••® ®° �� ` W ❑ ®®® 2 1111#e` ca 6i - COMMON TRUSSU 1 GABLE END @ FLAT CEILING l BOSTON HIP NOTE: CONTRACTOR O NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D, TYPICAL HEADER DETAIL 314"=1 0" (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 wlin TDP PLATE & 6" FROM JAMB STUDS) wl MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRIG WALL W1 UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.Q. ON PLANS ATTACH JAMB STUDS PER WF08lSD4 P.T BASE PLATE SEE GE011SD3 FOR 8d NAILS (014" U.C. OUTLOOKER ORJ z SHEATHING CONY. FRAME OR VALLEY TRUSSES PER CANTILEVER PLAN W s 0, �. 1—igra ii W ( � it GABLE TRUSS I— EXT. SHEATHING; 0. J Z ATTACH PER NAILING z SCHED. (2) 16d NAILS TO EA. Q COMMON TRUSSU 1 W J z g SIMPSON META16 @ H W 0 32" O.C. GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOF i% '+HOOD WALL TRUSS W LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL �'�'� SHOWN, SEE PLAN FOR WOOD OR MASONRY GABLE END AT VALLEY FRAMING 314"=1' 0" Li z v 0 W Cc 0 0 ov. 0 Lo r r z 0J LUW >. mo .r Q0Z O elf STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA/JW QC CHECK: cc JOB No. TM- 2170256 SCALE: AS INDICATED DATE: 03! 0812 017 COP1fRIGHT MCD 2014: The information contained in this document is copyrighted and is the exciusive property of MONTA CONSULTIhIG &DESIGN, OF WMR & ASSOCIATES, IrdC. Any use, dup{ication, ar transfer of these documents without the expressed, written consent of MONTA CONSULTING & aESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. NOTE: PIPE OR DUCT W! (2) 10d NAILS 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES, PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN BE AT LEAST 8'-0"WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION MORE THAN SaCYo OF THEN (2) ROWS lad NAILS PROVIDE 2x4 ON TOP �� W LONG. TYP. ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 114 DIA. x 5 1J2 LAG SCREWS OR EQUAL {SPACE AS SHOWN FOR 3 -PLY} S PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT SIMPSON TOP PLATE. ATTACH PANEL Wf (2) lad NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +1- 1J4 OUTSIDE (2) 2x4's IN INS PSPN516Z Wf (12) 16d • " W1(2) lad NAILS 3" O.C. @ 8" O.C. (FOLLOW •' NAILS TYP. TOP & BOT. • ` (SOLID BLOCK WJ 2x6) NAILING ATTACH 2x4 STUDS TO• « REQUIREMENTS THIS 10d x 3" « «�, �.•-•- (2) 10d NAILS @ 3" O.C. TOP PLATE WJ (3) 12d • « DETAIL FOR ALL TOP « 1ad x 3" COMMON WITHIN 48" OF SPLICE • PLATE SPLICE " • THEN (2) ROWS lad TOE -NAILS TYPICAL AT « • LOCATIONS) • + • '. NAILS @ 8" O.C. ALL LOCATION « • _ « • • OTHERWISE 2x4 WALL BEYOND ---.� ' • ` • «'« • • ` J AGAINST 2x8 STUDS ATTACHED PER •! I I I I I p z • �$' . • « • ' « 10d x 3" COMMON w O • . • OVERLAP TOP PLATE 0- ' * • « ' • AT CORNER 10d x 3" COMMON OPP. X 0 - TOP SPLICE @ •. SIDE w DOUBLE 2X4 TOP • ' . " NAIL BOTTOM PLATE 0 10d x 3" OPP. SIDE IC j ATTACH 2x8 STUDS TO0 « « PLATE TOP PLATE W1(4) 12d « . • « •' • TO EACH PLY OF BUILT I 1 I I I I z W ATTACH 2x4 STUDS TO «. TOE -NAILS TYPICAL UP COLUMN BELOW Wf TOP PLATE WJ (3) 12d AT ALL LOCATION « (2) 10d NAILS I X Q TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE lad I COMMQN CPP.. SIDE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT On Clh(C (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT $• CNC. OUTSIDE 2X's >; TOPPLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL TOP PLATE SPLICE BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 314"=1'-0" �,,re��Ls�rr®rt cov as 2x DBL TOP PLATE MIN. 15132" EXP 1 SHEATHING 3J8" SHEATHING PER PLAN �� a®` ui � Iq BEYOND 2 INSTALLED VERTICALLY. O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE r �•®•®.®° ��/�'i ®,dam sAQ. L� AND AT FLOOR TRUSS TOP &BOTTOM PLATES USING ROOF SHEATHING, . ° ••°®�.��'® a FASTEN PER PLAN ? -'�.©. .� z U z (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING ' b' ^ �' - - w -J' 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 0t,, "c' at, SO ROOF SHEATHING, 4 E=DwT ''_JA FASTEN PER PLAN Z - p II 6 __. I I II II II �, L' NAILS @ 3" O.C. h�'( C ROOF SHEATHING, 26' �t Q° - I II II II w = 3 NAIL OPENING PERIMETER wf (2) ROWS OF 8d 1J2" A 1J2" '�'G;r, FASTEN PER PLAN sir, 2d ~ �® Q® w a F, Sam Wcn c� COMMON NAILS @ 3" Q.C. _ _ 0 p s �, -7'd, °l` 2 III III II II WALL SHEATHING o�J' NAIL INT. INJ 8d COMMON NAILS @ 12'' Q.C. &NAIL • . 2x4 FRAMING @ 24" '®®®8 ®'•®®° ®tea >- 0 SPLICE, SEE SPLICE 'i® p >® LL A Q.C. MAX. III II ( II II I DETAIL. MAX 1f8" EDGES 6" O.C. U.N.O. ON PLANS 1!2" 2x4 FRAMINGa 24" 2x4 #2 SYP CONT. w1(2) h III OPENING III II II II SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL Wf 8d O.C. MAX. PROVIDE (4) lad x 3" III III 4 II PANELS = COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w11ad NAILS NAILS AT JOINT 16d COMMON NAILS III 3 II I II II 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE JOINT(4)1 Od x3" EA. STUD TY TRUSS -� � PER -ENG TRUSSES---'''"^� NAILS AT JOINT MEMBER, TYP: (MAX. III TYP, II ( II II II p HEADER W18d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB wJ 10d NAILS 24" O.C.). IF MASONRY, AROUND 2x STUDS BEYOND, LL O TOP & BOTTOM ' "'•" • @ 4" O.C. `• USE (2) 114" TAPCONS *' III OPENING III II II II �- � SHEATHING SPLICE, rt: SEE PLAN FOR MORE 7 (2) 8d NAILS @ 3 Q.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES wf MIN. 2 EMBED. @ w, IIS III II II II INFO o VERTICAL MEMBER IF GABLE END '� ' 2x FASCIA 24" O.C. O �' III II ( II II I tri SHEATHING & GYPSUM WALLBOARD PER PLAN ,4 2x FASCIA PER PLAN '"I I-` `•. _TI.. w = BLACKING ' (2) 8d TOE NAILS TO « III I I I II 1111 II II II g NOTE CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS III I I I II III ( II II II _o LU O O 15132 OR 7116 STRUCTURAL 1 PLYWOOD f O.S.B. TO BE JOINT, MAX. 1f8" GAP LEDGER TO LEDGER TRUSS PER PLAN PER PLAN ILL I' 0 by vj m USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS 2x4 PT LEDGER W! 1 J L - —IL ILL �. J.««..." I _ JL `� LL � 2x4 LEDGER WI (2) 16d 0 - - - - - - - - - - - - - 0 p REQ'D. EXCEPT AS NOTED ON PLANS. NAILING PER 1f4 x4 TAPCONS @ 12" 2x FRAME WALL PER LL 0SCHEDULE '' O.C. PLAN NAILS @ 16 O.C. _ FLOOR SYSTEM _ L- SHEATHING SPLICE NOTE' SAME THICKNESS AND SEE ELEV. FOR SEE ELEV. FOR z 2x4 BLOCKING PLACED WOODlMASQNRY` _ STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE PLAN (TRUSS SHAWN) CUT TO FIT 2x B OPENING SIZE BEYOND SEE PLAN NAILS EACH END OTTOM PLATE FLATWI SE (2) 16d U 1 REQUIRED BETWEEN STUDS. SHEATHING DIAGRAM EXTERIOR SHEATHING TQBEHELD UPvB"THUS NOT SHEATHING SPLICE DETAIL CONDITIONCMUWALL CONDITION� FRAMEWALL TO BEAR ON MASONRY OR CONCRETE UNLESS FELT NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF F1 PAPER IS PRESENT. 118" GAP BETWEEN SHEETS OF EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG KDOLEDGER c LOW ROOF 3!4"=1'-0"I REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3f4"=1'-0" 1-112"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & MORE INFO & DOUBLE TOP PLATE wf (2} 16d END NAILS � SIMPSON SP4 OR SP2 2x BLOCKING W1(2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END —j 0 @ EACH STUD 12d NAILS @ EACH END ++ W --•-� 2x12 BOX HDR w! 2x8's � " IF L TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE -ENGINEER D SIMPSON LSTA30 W1 2x12 wJ 1 ad X 3" NAILS @ 24" O.C. wJ EXT. 2x4 42 SPF ROOF TRUSS - SEE (22) 1 O NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS < WALL TO PRECAST NAILING SCHEDULE & wJ (2) 16d END NAILS z SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL wJ (2)ROWS OF (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDERSIDE OF ~ SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 114" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + ROOF SHEATHING 16 O.C. MAX. CONNECTION 2x8 wJ (2) 10d NAILS @ TRUSS wJ (4) 12d NAILS CONNECTION U) * I STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL Q 2x BRG WALL, SEE ,�,� TOENAILS INTO OTHER • SEE WALL CLIP DETAIL �«,[•, PLAN FOR STUD SIZE & ! TRANSOM BETWEEN TRANSOM BETWEEN x SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i 1 LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL W < • MORE BRG, WALL INFO 2x8 #2 SPF VERTICAL @' 24 O.C. wJ ECT. W F- UNDER GIRDER TRUSS LINTEL PER PLAN I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN z big U.N.O. i 1 2x6 #2 SYP P.T. CONT. 2x6 ##2 SYP P.T. CONT. .� 24" O.C. w/ EXT. NAIELIANGISCHEDULE & F" O — w1 (2) 114" x 3 1J2"— SHEATHING PER W 2x BLOCKING « wJ (2) 114"x 3 112" NAILING SCHEDULE & �' (4) 12d NAILS EACH F— TAPCONS @ 12' O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP I-- SIMPSON LSTA24 EACH —� " (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS W STUD ATTACH 2x TO VERTICALLY 2xERTICALLY ALONG WJ WEBBING) _ 2x BRG WALL, SEE PRE -ENG, ROOF BUILT-UP W/(2) PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 wJ (2) 10d NAILS @ 2x8 w! (2) 10d NAILS @ 2x8 wI (2) 10d NAILS @ 2x8 wJ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL SPACING. MIN (2) 2x STAGGERED @ 8" O.C. UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY 14 U.N.O, CONNECTION BUILDER BUILDER BUILDER BUILDER vu!TRANSOM HEADER POCKET SLIDER w/ TRANSOM D HEADER POCKET SLIDER •` HEADER POCKET SLIDER F1 SECTION DOUBLE BEARING F1 STEP BEARING FRAME WALL 0 HEADER c POCKET SLIDER SO �, 314"=1'-0" 3J4"=1'-0" 112"=V-0" 1!2"=1'-0" 112"=1'-0" 1/2"=V-01, CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER, TO BEAM INTO LONG SPAN AS I NDI CATED ON BEAM STUDS wf (2) 114" X 41/2" SCHEDULE. IF BUCKET ISINSTALLED THE SHORT SPAN SIMPS. SDS SCREWS7a STRAP ISN QUIR 16" O.C. MAX.; TO GABLE END STUDS w (2) 114" X 3%" SIMPS. SDS z ;�/ O EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. 0 W J MAX.;LU LAP BEAM PLYS AND TO MASONRY w! 24 PT yam+ NAIL AS SHOWN (5) 10d SYP 42 LEDGER wJ (2) Ce (* 0 NAILS PER PLY 1f4" x 2 3f4" TAPCONS AT EXT. BEAM PER PLAN 12" Q.C. Ilk HTS20 CLIP FROM SIMPSON H3 CLIP 0 00 J Z POST TO BEAM --- SHEATHING PER PLAN f-- W 0 . PLAN VIEW TOP OF POST 2x4 SYP 42 LEDGER.0 (4) lad NAILS FOR �—,. ICL PT POST PER PLAN(2) TO STUDS OR BEAM wl 1J4" X4'" SIMPS. CONY. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY H I 1•- PLAN O.C. MAX.; t at "o. 5f8" THREADED ROD w! TO GABLE END STUDS •Q• NUT SET IN ADHESIVE w! (2) 1!4" X3/2" SIMPS, SDS SCREWS @ 16" FASCIA PER STRUCTURAL ENG: BAD ii O.C. MAX.; COMMUNITY SPECS DRAFTING: �+ .✓ .i . ; ,' .{ SEE FOUNDATION TO MASONRY wf 2x4 PT 2x4 SYP #2 OR STK: TNAIJW " �...11 ./ PLAN FOR ADDITIONAL .p ER w! 1!4° SYP LEDGER PRE-ENGINEERED ' .� �� 1 •'"' I NFO x 2 3!4" TAPCONS @12" ROOF TRUSSES @ 24" QC CHECK: CC SIDE VIEW BASE OF POST O.C. O.C. MAX. DESIGNED FOR JO o. TM - 210256 SIMPSON H3 CLIP SHINGLE ONLY SCALE: AS INDICATED 4*DO CORNER COLUMN FRAMING CSO TYPICAL SHED ROOF DETAIL DATE: 03108(2017 SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.