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HomeMy WebLinkAbout444 Red Rose Ln 17-1859 (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2X6 SUB FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT 148 - THORNBROOKE 40's DARLINGTON - 258 GARAGE RIGHT 5 -ELEVATION " B" REDRAW NOTES 02 -IS -11 CREATED LOT SPECIFIC PLAN FOR LOT 148 IN THORNBROOKE 40's, ELEVATION "51' GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: BONUS ROOM, V POCKET SLIDER, RADIANT BARRIER, INJECTION MA50NRY FOAM, LAUNDRY TUB ROUGH IN, WATER SOFTENER LOOP AND DRAIN, EXTERIOR GRI. OUTLET, FREEZER OUTLET IN GARAGE AND (8) CEILING FAN PRE -WIRES. PLAN REVISIONS RECORD COPY REVIEWED FOR CODE COMPLIANCE a5 PLANS EXAMINER $-(-I"% DATE SANFORD E31J1LC)ND1V1SION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A, LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #17-1859 (-S',A 0 R D DRAWING INDEX COV -GENERAL NOTES, INDDC, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3B1 -FRONT ELEVATION 3B2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 -FLASHING DEl"AILS 3B4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.C.R - 51H EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS SEFER ENCING LUMBER 6126 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND 5UILDI1Wj TYPE V -B CLASSIFICATION. CEILING CON5TR ICTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN IR INCH (121 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 5E SEPARATED FROM 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 $HALL ALSO BE PROTECTED BY NOT LESS THAN 10 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FBC.R - 5TH EDITION (2014) 810235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LA114 NG AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 5tH EDITION (2014) R103b.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHE=D WITH 110 INCH 11 GAUGE NAILS HAVING A 1116 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 5tH EDITION 12014) R103b1 AND ASTM C 926. PER FB.CR 5TH EDITION (2014) R1031P1.1 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 PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS N ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCL -ES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERN LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.CR 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHINGS SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FBjC.R 5tH EDITION (2014) R103b5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (11.41 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT 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 DIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THEA IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES M ROOF SLOPE OR DIRECTION, AND ARM ROOF OPENINGS, 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WAU- CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 81038. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MMUFACTUeRS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW DWELLING / GARAGE OPENINGS: THE OPENING 15ETUM THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318" IN THICKNESS, SOLID CORE IS.GJ OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318" THICK, OR 20 MINUTE FIRE RATED DOM EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLE& - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW51b AND R9051b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 11 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 11 UNITS HORIZONTAL (4,12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR AOTM D 615116 REQUIRED N ACCORDANCE WITH SECTION R W51.1; FOR ROOF SLOPES PROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF UNDERLAYMENT COMPLYING WITH A41M, D 226, TYPE 11, ASTM D 4869, TYPE IV OR A61M D 615116 REQUIRED N ACCORDANCE WITH SECTION 890511. CLAY AND CONCRETE TILE IIF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 57H EDITION (2014) R9053 SHALL BE N ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRM/1RIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw16 DETERMINED IN ACCORDANCE WITH SECTION 83011.13 OR THE RECOMMENDATIONS OF R45118,119 OR 120, REQUIRED UNDERLAYMENT PER FB.CR 5TH EDITION (2014) RW533 SHALL CONFORM WITH ASTM D 226, TYPE 11; 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 MAIN FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Yash 16 DETERMINED IN ACCORDANCE WITH SECTION R3011.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS IIF APPLICABLE) :. 1. WHEN STANDARD OR OPTIONAL. FIREPLACE 18 TO BE INSTALLED THE CWIMNEY MIST EXTEND 34" PAST THE HIGHER POINT "RE 1T EXTENDS THROUGH THE ROOF AND MUST BE 24" H64ER 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) IN COMPLIANCE WITH ASTM C1288, C1325, OR CI116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOVER AREAS, AND WALL PANELS IN SHOWIER AREAS. TERMITE PROTECTION. I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 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 -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TER 1TICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION 1 SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (325 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY INNp R ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTED WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS 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. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE RIR 41M BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN 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 DUM LOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS N THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 016 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 NCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM t0 THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IY 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: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SHIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DI14TCTLY TO THE OUTDOORS. 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 2B FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHEN A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN 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 DIOT ENTER6 THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAW' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE aF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE t0 APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY R,EYISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR$ THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-205 rR 27402.075 r AMELOT 148 TB -15-17 r . C �0 oON 2 o M~ 00 11 h b E8 WN LJ �F► z0 20 rR 27402.075 r AMELOT 148 TB -15-17 r . F TTTLEET OTES • SHEET • cov r r DAVISZj BEWS DESIGN GROW 150 STATE SrR.FEr FAST CIXAWIR. FIAREA 34677 8813.925.1:300 7VL 813. 925. ISM FAX v4wwnAV C.AM TAMPA • OENVOL F TTTLEET OTES • SHEET • cov r r 50 GAL -111ll IM11111! PAVER DRIVE / LEAD WALK GI F-Y!iIIVI\ l-10'-4" PITCH 10 / FT. 2 1'-4' TAYLOR MORRISON USES BORA-CARE TO TREAT TWE INTERIOR FRAMED WAILS TO PREVENT SUBTERRANEAN TERr1ITE5 G.C. VERIFY THAT DECO DRAIN 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE k DAVIS BEWS DESIGN GROYP c W SCAM S Wr EAST CIDBM&% FUMMA. M77 on. 92Z. 1300 TFL 80. 925. MO FAX VVWWDAV9WEV&,CCM TAMPA • 0ENV L V rO 0 .J 0) N ; Cali�� 66 a A IL 00 flv� _ � ca CELL° 1 z I't I % � OFTENER WATER SOFTENER -"`, ._ i ] G.C. VERIFY ACRYLIC ON LANAI a LOOP AND DRAIN I 11 II J I I J IF_ 31'-10° 9�-1" 3'-T ®' I Rl. _I 111K" 7� :• § CF REF. ; LIN I Y -b" I i AA PITCH SLAB CJ. __ 38� 118° I FT. s --- - ------------------- ---------_-CJ_--_----- - PROVIDE WATER '� PITCH S3 REFERENCE ELEVATION LINE FOR ICE MAKER /� �. /� TO DRAIN n f+? 0'-011 �.'S � > ® i NOTE:. �. ' PROVIDE GAS DROPS (IF REWIRED) FOR ALL / NOTE: �� *` I I GAS APPLIANCES. S ALL SLAB ANGLES -T' L.T. "' i (VERIFY LOCATION OF AFE AT 45' (UXOJ ROUGH IN i ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO "i ANY CONSTRUCTION) AIR HANDLER I'-3 2'-5" 8" I 4" PVL. �---- I ° LINES FROM 3'-B" • -''"1I I F UPPER FLOOR (� 314" RECESS I I ZP �" 3/4" CONDI=NSATION FOR iWTIrRY DR DRAIN BY PLIR 12'-9' Z8'-9" t}11 I � 3'-6"x3-6" AIG ` + '^ PAD (SEE MEOW. FOR TRACTSWMIEOR Z®'-il° Z' -I" 1'-8" 3'-10' "" I I I I I 5i,4n B1.gn - TILE rt ` SEAT RECESS AIR HANDLER II L J 31'g" I I _.--- - 4" P.VC. 314° CONDENSATION DRAIN ABY. z'-0° u, UPPER FLOOR ISI BY PLUMBER II M fr I _ _ v �_LAY, 8" GM.tl. WATT ABV. 8" CMl1. WAIL ABV. �- GI F-Y!iIIVI\ l-10'-4" PITCH 10 / FT. 2 1'-4' TAYLOR MORRISON USES BORA-CARE TO TREAT TWE INTERIOR FRAMED WAILS TO PREVENT SUBTERRANEAN TERr1ITE5 G.C. VERIFY THAT DECO DRAIN 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • -WyffR 2MZ075 • CAD FXE NAMELOT 148 TO ISSUED 02-15-17 REVISED k DAVIS BEWS DESIGN GROYP c W SCAM S Wr EAST CIDBM&% FUMMA. M77 on. 92Z. 1300 TFL 80. 925. MO FAX VVWWDAV9WEV&,CCM TAMPA • 0ENV L V rO 0 .J 0) N ; Cali�� 66 a A IL 00 flv� _ � ca CELL° 1 z I't • -WyffR 2MZ075 • CAD FXE NAMELOT 148 TO ISSUED 02-15-17 REVISED SLAB INTERFACE PLAN GARAGEDTGHT • 71TLE • SLAB INTERFACE PLAN • SHEET • • DAVIS BEWS DESIGN GROYP W SCAM S Wr EAST CIDBM&% FUMMA. M77 on. 92Z. 1300 TFL 80. 925. MO FAX VVWWDAV9WEV&,CCM TAMPA • 0ENV L SLAB INTERFACE PLAN GARAGEDTGHT • 71TLE • SLAB INTERFACE PLAN • SHEET • • UPPER FLOOR ALL EM95ENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WIN R310 PER F,5jGR - 5TH EDITION (2014). 146l TYPICAL MASONRY N 1414 WINDOW SCHEDULE TOTAL LIVING 2881 3'-06-b" A/C I 13'-03-b" A/C I PAP (SEE MECH. CONTRACTOR I PAD (SEE MECH. (CONTRACTOR I FOR LOC.) I I FOR LOW I L ---J L_—_—J UPPER FLOOR ALL EM95ENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WIN R310 PER F,5jGR - 5TH EDITION (2014). T.OK 9'-411 REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS H.B tAM. ----- APS. HATCHING LEGEND INSULATE WALL MAIN FLOOR 146l TYPICAL MASONRY UPPER FLOOR 1414 WINDOW SCHEDULE TOTAL LIVING 2881 WINDOW WIDTHS GARAGrz 455 SF. 20" 21" 31" 53" uWINDOW 5F. CALL -OUTS 3546 7126! 4 Q " 12 51'! 112 32 5H 22 5H 32 5H W Q_j CO _ 39" 13 5H 112 33 5H 23 5H 33 5H dw If n J *0 Z � It 51" 14 5H 112 34 5H 24 SH 34 SH O z 63" a 15 $H 112 35 514 25 SH 35 SH z 3: 26 12" 16 SH 112 36 SH 5H 36 5H �c G.C. VERIFY MA50NRY OPENIN635 FOR ALL WINDOWS, Ln Lu WINDOW SIZES AND INSTALLATION MAY VARY PER 8MANUFACTURER AND SPECIFICATIONS. REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -514, CASEMENT- C5MT, OR FIXED GLASS- Fix) T.OK 9'-411 REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS H.B tAM. ----- APS. HATCHING LEGEND INSULATE WALL MAIN FLOOR 146l S.P. UPPER FLOOR 1414 SF. TOTAL LIVING 2881 S.P. GARAGrz 455 SF. LANAI 139 SF. ENTRY 71 5F. TOTAL. SQ. FT. 3546 SF. MAIN FLOOR PLAN NOTES GARAGE RIGHT • ,l09 NUMBER 27002.075 • CAD ME NAMELOT 148 TB ISSUED 02-15-17 RENSED • DAVIS BEWS DESIGN GROUP IIA. it TAWA • 5-0 VEFL 1,7ar 19% e�=^— CT 10 Jc�I�W I JL L o�j;' 4 Q " Q_j CO o �m 0 dw If n *0 Z � It • ,l09 NUMBER 27002.075 • CAD ME NAMELOT 148 TB ISSUED 02-15-17 RENSED • • 7I7LE • MAIN FLOOR PLAN NOTES oil • SHEET • DAVIS BEWS DESIGN GROUP IM STATE STREET' EAST' C UD MMIR, RAII,SyA M77 813. W.M . 000 TEL. 813.926.1800 FAX VVWW.DAV0BEW5C0M TAWA • 5-0 VEFL 1,7ar 19% e�=^— • 7I7LE • MAIN FLOOR PLAN NOTES oil • SHEET • 'v v x w F--- -, - i DAVIS G r 0 c Ucip Mr. 19% 0" JcoN� opm. �1 'ao 66 as -c00 06 00 _ c r E Eow� I I I REFER t0 MU' 24 FOR MAIN FLOOR PLAN NM6 • JOB NUAMW 27002.075 • GAD FILE NAMELOT 148 78 ISSUED 02-15-17 REVISED r • x w F--- -, - i DAVIS G r 0 c Ucip Mr. 19% 0" JcoN� opm. > Ja 66 as -c00 06 00 _ c E Eow� z°20 • JOB NUAMW 27002.075 • GAD FILE NAMELOT 148 78 ISSUED 02-15-17 REVISED r • MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • 7I7LE • MAIN FLOOR PLAN DIMENSIONS II 2A2 F--- -, - i DAVIS G 1So srw� s1x�T �sr 813 . 925.3300 TEL 813 . 9W. 1F300 FAX VVVIr W.DAV�SBE�.�C.fi�IM[ TAMPA + Ca►f3VNER. Mr. 19% MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • 7I7LE • MAIN FLOOR PLAN DIMENSIONS II 2A2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS MALL COMPLY WITH R310 PER FB.CR - 5TH EDITION (2014). * * * * * * I 2030 TEMP. SH. PROVIDE ' `— 24" H. AIC M. AT 1'-8" PAN AND DRAIN PLATFORM UNDER A.N.U. HD. AT * EciRES5 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50YE THE FINISHED OWE OR S*ACE 5ELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL 5E A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPM45LE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER ARE WHERE SACH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FUR - 5T4 EDITION (2014)8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE F49MIRKVS OF ASTM F 2090 PER F.CR - 5TH EDITION (2014) 83122 jg vrr .I llll�r r i SCALE: 114" W 1'-0r' GARAGE RIGHT TYPICAL WOOD FRAME x DAVIS BEWS DESIGN QIWW WINDOW SCHEDULE MSTAMSMWr EAffr 3*77 813.925.1300 TM 813.926.1800 FAX VVWWnAVlWE%V&C0M TAMPA • nENVOL •--.�a,� wr.19% WINDOW WIDTHS c 20" 24" 3611 811 `FV 0 �hW WINDOW CALL -OUTS M W Er n >J" U 20" 1818 F.G. 2018 Fa 3018 FL. 4016 FiS. 11 n n o� C°o � "E �i°0m :m _ 24" 01820 F.G. 2020 F.G. 3020 Fa 4020 Ff3. Q36" 1830 5H 2030 5H 3030 5H 4030 SH 0 Z 48" 1840 5H 2040 5H 3040 5H 4040 SH 3: 5H 4050 SH 60" 1850 5H 2050 5H 3050 72" 1860 SH 1 2060 SH 3060 SH 4060 5H G.G. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, W WINDOW SIZES AND INSTALLATION MAY VARY PER 8 MANUFACTURER AND SPECIFICATIONS. Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CASEMENT- CSMT, OR FIXED GLASS- Fl%.) I 2030 TEMP. SH. PROVIDE ' `— 24" H. AIC M. AT 1'-8" PAN AND DRAIN PLATFORM UNDER A.N.U. HD. AT * EciRES5 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50YE THE FINISHED OWE OR S*ACE 5ELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL 5E A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPM45LE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER ARE WHERE SACH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FUR - 5T4 EDITION (2014)8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE F49MIRKVS OF ASTM F 2090 PER F.CR - 5TH EDITION (2014) 83122 jg vrr .I llll�r r i SCALE: 114" W 1'-0r' GARAGE RIGHT • .JOB NUMBER_ 27002.075 oil CAD FILE NAMELOT 148 78 ISSUED 02-15-17 II REWSEO x DAVIS BEWS DESIGN QIWW MSTAMSMWr EAffr 3*77 813.925.1300 TM 813.926.1800 FAX VVWWnAVlWE%V&C0M TAMPA • nENVOL •--.�a,� wr.19% c 0 �hW M W Er n >J" 66 ° �• 00 11 n n o� C°o � "E �i°0m :m 6 #� Z�rt • .JOB NUMBER_ 27002.075 oil CAD FILE NAMELOT 148 78 ISSUED 02-15-17 II REWSEO ' 717LE • UPPER FLOOR PLAN NOTES DAVIS BEWS DESIGN QIWW MSTAMSMWr EAffr 3*77 813.925.1300 TM 813.926.1800 FAX VVWWnAVlWE%V&C0M TAMPA • nENVOL •--.�a,� wr.19% ' 717LE • UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT 1�t�11BER 27002.075 CAD FILE NAMELOT 148 78 ISSUED 02-15-17 REVISED x Ilk DAVIS BEWSUYPDES]GN GR00 SCATS S Wr EAST CUDWAAR, FARM M77 89.95.1300 TEL. 813 . W.W. 1800 FAX VVV^V.DAVNBEWSC�C"uM TAMPA o E> rm 00100 Joal'�p'�p /O�� W flMM~ m to C4 8jL. 0 � n 0-i Cp 3�EIL 1 +�+ z2ir. 1�t�11BER 27002.075 CAD FILE NAMELOT 148 78 ISSUED 02-15-17 REVISED • 777LE • UPPER FLOOR PLAN DIMENSIONS 0 2B2. Ilk DAVIS BEWSUYPDES]GN GR00 SCATS S Wr EAST CUDWAAR, FARM M77 89.95.1300 TEL. 813 . W.W. 1800 FAX VVV^V.DAVNBEWSC�C"uM TAMPA o E> Fb7:1994 ..- • 777LE • UPPER FLOOR PLAN DIMENSIONS 0 2B2. i M SHALL 8E SPACED 50 'HERE CANNOT PASS THRW AILS AILS FOR STAIRWAYS SHALL JOUS FOR THE FULL LEI574 GHT, FROM A POINT DIRI:CTL THE TOP RISER OF THE FLZ ONT DIRECTLY ABOVE THE 'RISER. HANDRAIL ENDS & UKD OR SHALL TER11NAT POSTS OR SAFETY TERMINA) AILS ADJACENT TO A WALL 1 SPACE OF NOT LESS THAN :'IIIJEEN THE WAIL AND AILS. UOUS GRASPABLE HANDRAI, EET TYPE ONE OR TYPE TUk PRAY CL& SER SUITE STAIR SECTION SCALE: V4n n I' -V' TYP. ARCHWAY ASCALE: /4° n li-�n PLAN DETAILS GARAGE RIGHT DAVISrob BEWS DESIGN GROYP K C U ro o IQ a ,_ ,6 L BAER 00 .1 , -5 E CO cm ++ cv z oq FAMTO ILY ROOM Lj co TYP. ARCHWAY ASCALE: /4° n li-�n PLAN DETAILS GARAGE RIGHT JW NUMBER 27002.075 � CAD FILE NAMELOT 148 78 ISSUED 02-15-17 RENSED DAVISrob BEWS DESIGN GROYP K C U ro o IQ a ,_ ,6 L BAER 00 .1 , -5 E CO cm ++ cv z oq -- WE 19% etz= - JW NUMBER 27002.075 � CAD FILE NAMELOT 148 78 ISSUED 02-15-17 RENSED W c r �5 00 0 0 z Ce- ui .6- u co co6 ®� . . 0.5. 0 41J 1�. eee fir■ V ce 0 00 w qlqr 00IleJ 2581D5 • 7I7LE • PLAN DETAILS SHEET L • DAVISrob BEWS DESIGN GROYP Iso srAM sMWr EAsr 813.925 . MM TEL 80. 9W. MM FAX TM,WA, • OEhiVFR- -- WE 19% etz= - W c r �5 00 0 0 z Ce- ui .6- u co co6 ®� . . 0.5. 0 41J 1�. eee fir■ V ce 0 00 w qlqr 00IleJ 2581D5 • 7I7LE • PLAN DETAILS SHEET L • 11/2" THICK 3/4" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXRW BANDING Nclt THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDIN'a AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS t0 BE DIFFERENT IT WILL BE CALLED OUT At SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C,R - STH EDITION (2014) R103bJ AND ASTM C 1063. THICKNESS OF TEXTID FINISH OVER FRAME APPLICATION TO BE PER FB:G.R. - 5TH EDITION (2014) R1010 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" c CLEAR OPENING WEIGNT9 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WNDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F= - 5TH EDITION (2014) R3121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIRE -MTS OF ASTM F 2090 PER FWR - 5T14 EDITION (2014) R392 PLT. HT. _ 4" BANDING --- (TYR) c SECOND FF. LINE TAM. _ 8" BANDING— - Mm 12 �SHNGLE GC. VERIFY ROOF 7 12 ALUMINUM OVER i b� 2x6 SUB -FASCIA (TYPICAL) L STUCCO FNISH 6 I� LSHINGI.E 6 I�-./' ROOF FINISH �o SMOOTH TEXTURED GWIUS ( MAN FF. LINE _ _ i� GRADE LINE 4" BANDING (ASSUMED) DOOR SURROUND 12 �6 --- S1UGC0 b" BANDING FINISH SHINGLE ROOF =- PLT. HT. /MCCO L_. Ij ILL 1-11 FINISH L, 6" BANDING 12 STUCCO FINISH? ; Reyv--. FRONT ELEVATION W SECOND FF. LINE TAM. 6" BANDING TEXTURED FINISH e � TEXTURED 0QUOINS (TYR) MAN FF. LINE GRADE LINE (ASSUMED) GARAGE RIGHT r27002 075 MELOT 148 TO 15-17 x ZJ DAVIS BEWS DESIGN GROVP 150 SI'A*M STREET EASP C11NWA,R.01 M 3W7 63. W25 .1300 TM 813.923.1800 FAX wWvlrp AV50EV&C,AM TA APA * OBNiVBSR. r 0 O J M N ; 0l, o �l� 6> Mo > ,j& L 6 00LL0 00 9a�" cC EC� !; �C4 �N m b0 �h z2s r27002 075 MELOT 148 TO 15-17 • 77XE • FRONT ELEVA71ON DETAILS • SHEET • ELEVATION "B"3B ZJ DAVIS BEWS DESIGN GROVP 150 SI'A*M STREET EASP C11NWA,R.01 M 3W7 63. W25 .1300 TM 813.923.1800 FAX wWvlrp AV50EV&C,AM TA APA * OBNiVBSR. wr 19% f—,, • 77XE • FRONT ELEVA71ON DETAILS • SHEET • ELEVATION "B"3B I W THICK SAND FINISH KEYSTONE --,---- (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICIC05 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WWRE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT ----------------- ---- --�--------- Es --- --- Es 4.9 6:12 ----------------- I --___ -------- - -1 I - 1 �3i ---�k INSTALLATION OF EXTERIOR LATHING AND FRAMING AFPLICATIGN REQUIREMENTS TO BE PER F.BC.R - 5TH 3/4" EDITION (2014) R103b.1 AND ASTM C 1063. THIOL THICMSS OF TEXTURED FINISH OVER FRAh'E APPLICATION TO 13E FER F.B.CR - 510 EDITION (2014) R103h2 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" =1'-0" i 1 6:12 I I 1 I I ----------- LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. Fr. 1306.0.46 SQ. FT, X 144 = 67 SQ. IN. HALFAT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA -1454 SQ. FT. / 300 - 4.85 SQ. FT. X 144.698 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS - 348.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT. VENT CALCULATIONS EASED ON THE FOLLCWV[NG * 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 WNUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT, 13W =1.76 SQ. FT. X 144 - 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 213 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 5 SQ, FT. TYR OVERHANG IA AT HIP (ONO) ROOF PLAN, SCALE: 118" - 1'4" CLEAR OFENINIG HEIGHT$ IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SUW-ACE BELOW, THE LOWEST PART OF THE CLEAR MING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PPR FSLR. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHEN F YIDED, SHALL COMPLY WITH THE REQUIREMENTS of ASTM F 2090 PER FJB.CR - 574 EDITION (20141 R3122 12 6(, SECTION AA, SCALE: 118" - 1'4" .�6 GIRDER �Q6 LINTEL 12 6p 6 /SHINGLE SHINGLE _ PLL HT. f _ _ _ PLT. HT. - - ,rTEMP. Zs= "_ LSrucCO FINISH FWISN � *- '6 SHINGLE ROOF SECOND PP. LINE SECOND FP. LINT= _ gill � ROOF _ SECOND F_F. LINE TOM. _ 46 TAM. �TEXf1Jf�A El 0 �� L-T�XrI�D FINISEI7 00 FINISH MATCH �lV,STANC AT FRONT Do EP MAIN FP. LINE _ _ _ _ _ _ _ _ _ - - _ _ MAIN FP. LINE GRADE LINE GRADE LINE (A561Q'IFD) (AMS44"Ep) LEFT ELEVATION SCALE: 1/8" " 1'-0" _ PLT. HT. SECOND FF. LINE TAM. _ TEXTURED FINISH MAIN FF. LINE _ GRADE LINE--- ` (ASSUMED) PLT. HT. - ,_.._.. - - 2 12 6 1 SHINGLE 11 MI6 ROOF -'—SHINGLE PLL HT. 11 zSmCO 4` 11 EE &NMNMOFINISH? 12___3 4 SHINGLE all _ SECOND FP. LINE ROOF -- TOM. TEXTURED FINISH MAW FP. LII GRADE LINE (ASSUMED) REAR ELEVATION, SCALE: 1/6" - I'0 / E6 LSHINGLE 126 SHWGLIr OF FDOF PLT. HT` RIGHT ELEVATION ELEVATION "B" __ GARAGE RIGHT LSTUccOit DAVIS SEWS DESIGN GROUP I M SrA"M SrR Wr Usr CXMGWAR. RDRM0A W77 813.925.1300 `i m 813.925.1800 FAX wWw.nAv00EWsCCM TAMPA • M1344 VER. Z...UCCO LSTUCCO J ocq goo him oIcj �SNLE o FINISH f7 10 FINISH 12 A7 FINIS SECOND FF. LINE_ ROOF � 8:� SECOND FP. LINE ROOF 8" SECOND FF. LINE TAM _ T.O.M. _ MATCH `-TEXTURED ZTWURED 4- TEXTURED DISTANCE FINISH 7 FINISH FINISH% To 1` MAW FF. LINE AT FF�7NT _ _ - _ - _ _ _ _ - _ _ _ _ MAIN FF. LINE GRADE LINE E LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION ELEVATION "B" __ GARAGE RIGHT JOB NUMBER 27002.075 CAD PILE NAMELOT 148 78 ISSUED 02-15-17 REVISED DAVIS SEWS DESIGN GROUP a M SrA"M SrR Wr Usr CXMGWAR. RDRM0A W77 813.925.1300 `i m 813.925.1800 FAX wWw.nAv00EWsCCM TAMPA • M1344 VER. C r� J00 J ocq goo him oIcj o c 3 E. E ails R0a 410 Z cm JOB NUMBER 27002.075 CAD PILE NAMELOT 148 78 ISSUED 02-15-17 REVISED • 777LE • SIDES AND REAR ELEVA770N ROOF PLAN DETAILS WILDING SEC77ON 13B2. SHEET DAVIS SEWS DESIGN GROUP M SrA"M SrR Wr Usr CXMGWAR. RDRM0A W77 813.925.1300 `i m 813.925.1800 FAX wWw.nAv00EWsCCM TAMPA • M1344 VER. w-1 Mr. 0% -- • 777LE • SIDES AND REAR ELEVA770N ROOF PLAN DETAILS WILDING SEC77ON 13B2. SHEET �^ 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 )F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF JSSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN gk BRG. HGT, M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH S EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM \DER TYPICAL WINDOWAND SLIDING CLASS 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 t" -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" 0 15132 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING I AND DECK FLASHING. EXTERIOR FINISH PER BUILDER - WATERPROOF MEMBRANE Q 2 SILL PLATE ' f 2X12 #2 SYP CONT LEDGER W/ x ar FOR OPTIONS) • (4) 1/4" X 4" LAG SCREWS LW STATE SIRESC FUST C DS W►it, FID& A W77 813. 925. OW ITL 813. 925. 9M FAX VVWW.DAVWBEVN5Z M[ WINDOW) ' SPACED EVENLY @ 24" O.C. MAX PROVIDE SELF ADHERED (EA. FLOOR TRUSS) FLASHING p1 USP HTA20 STRAP LAPPING DOWN OVER RIM JOIST t` EA. JOIST AND UP WALL BY 6° p 9 SEE STRUCTURAL FOR TEXTURED CONNECTORS CEMENT PLASTER 00 24" FLOOR TRUSS �o. ^'�' FINISH TYPICAL DOOR FLASHING AT BALCONY 0-3 coo E 8' CMU BLOCK a; EXTERIOR SHEATHING FOLD UP WEATHER R RESISTIVE BARRIER & z°�* TEMPORARILY SECURE Q 2 SILL PLATE (SEE DETAIL B x ar FOR OPTIONS) 5� LW STATE SIRESC FUST C DS W►it, FID& A W77 813. 925. OW ITL 813. 925. 9M FAX VVWW.DAVWBEVN5Z M[ WINDOW) STUCCO "J" MOLD PROVIDE SELF ADHERED WEATHER RESISTIVE BARRIER RNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER ,. WEATHER r �' r EXTERIOR RESISTIVE SHEATHING BARRIER TAPE ,r -FLASHING DO NOT FLASH r OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN I NSTRUCTIONS: 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 SILL PLATE FLASHING 2X4'S @ 16" O.C. BRG EXT WALL �-- FLASHING TO EXTEND 36" �..w..� 7/16" O.S.B. SHEATHING EXTERIOR FINISH �-BUILDING WRAP BEYOND PER BUILDER ✓ FLASHING. PROVIDE FLASHING CEMENT PLASTER STOP BOOT AT POSTS WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16"U'INGFLASHING. SHEATHING FLASH 20" FLOOR TRUSS `,-2X8 TRIM BOARD x ar 7(A�S�SMBLED C LW STATE SIRESC FUST C DS W►it, FID& A W77 813. 925. OW ITL 813. 925. 9M FAX VVWW.DAVWBEVN5Z M[ WINDOW) STUCCO "J" MOLD PROVIDE SELF ADHERED 7116" O.S.B. SHEATHING FLASHING p1 FLS I G -71 ,r -FLASHING DO NOT FLASH r OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN I NSTRUCTIONS: 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 SILL PLATE FLASHING 2X4'S @ 16" O.C. BRG EXT WALL �-- FLASHING TO EXTEND 36" �..w..� 7/16" O.S.B. SHEATHING EXTERIOR FINISH �-BUILDING WRAP BEYOND PER BUILDER ✓ FLASHING. PROVIDE FLASHING CEMENT PLASTER STOP BOOT AT POSTS WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16"U'INGFLASHING. SHEATHING FLASH 20" FLOOR TRUSS TYPICAL FLASHING AT BALCONY 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 8702.7 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 WINDOWAND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS RTA `,-2X8 TRIM BOARD x ar � r ; C LW STATE SIRESC FUST C DS W►it, FID& A W77 813. 925. OW ITL 813. 925. 9M FAX VVWW.DAVWBEVN5Z M[ r 10 0Q 0 � STUCCO "J" MOLD PROVIDE SELF ADHERED 7116" O.S.B. SHEATHING FLASHING p1 LAPPING DOWN OVER RIM JOIST t` AND UP WALL BY 6° p 9 SEE STRUCTURAL FOR 66, CONNECTORS aAIL 00 24" FLOOR TRUSS �o. ^'�' TEXTURED CEMENT of n �0 K SEE STRUCTURAL PLASTER FINISH 0-3 coo E 8' CMU BLOCK a; XNA TYPICAL FLASHING AT BALCONY 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 8702.7 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 WINDOWAND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOWAND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS RTA • 108 NUMBER 27002.075 • CAD FILE NAMELOT 148 78 ISSUED 02-15-17 REWSED x ar DAVIS BEWS DESIGN GROUP C LW STATE SIRESC FUST C DS W►it, FID& A W77 813. 925. OW ITL 813. 925. 9M FAX VVWW.DAVWBEVN5Z M[ r 10 0Q 0 � 4 J a�°i IN; p1 c N rL ajoe a07 66, aAIL 00 of n �0 K 0-3 coo E XNA 40 ,. ca z°�* • 108 NUMBER 27002.075 • CAD FILE NAMELOT 148 78 ISSUED 02-15-17 REWSED uj V 1 E cn co Ci ®®pparllY�Bd4®Im 00 V J .T • www■w�wwiwww� wwwi 2585 F• 777LE • FLASHING DETAILS 3B3� DAVIS BEWS DESIGN GROUP LW STATE SIRESC FUST C DS W►it, FID& A W77 813. 925. OW ITL 813. 925. 9M FAX VVWW.DAVWBEVN5Z M[ -- EST: 19% �-s►.� uj V 1 E cn co Ci ®®pparllY�Bd4®Im 00 V J .T • www■w�wwiwww� wwwi 2585 F• 777LE • FLASHING DETAILS 3B3� 61-EATWWa .-°-TEXTM .--FINISH COAT -BROWN COAT SCRATCH COAT --SELF-FURRING LATH .-TWO LAYERS WRB --VEEP SCWEP --T>=F. INATE SELF APHEVYE FLASWNG AT LOWER NOSE OF MAWA 'SELF AXESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF "r%Urncr%M eeura.in_ DO NOr vurwn vvcr% BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN - -� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS — UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING - 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 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 EXTERIOR - 314"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING INSTALL SELF -ADHERED FLASHING JAMB & HEAD F LASHSE WINDOW (SEE DETAIL WP01) SELF ADHERED FLASHING, EXTEND E TICAAL Y FROM 6" BOTTOM OF THRESHOLD •• / SECTION -A (SEE DETAIL WP02) r, SELF -ADHERED FLASHING loe NAILING FLANGE SELF-ADHERED— NAILING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) U `INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" FLASHING PER rE�XrER. XTURED, PAINTED MANUFACTURES WALL FINISH SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE LASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER ,r FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR AA €%x,A p���Lt�n�,Mwwiwlrw� FINISH2"ABOVE ROOF I!;.... FLASHING A KP 1.11 CAULKING r'• ' DRi' '.... . B" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING �--�: 6 TO 12" PER PLAN SPECS. 00* GALV.'U FLASHING TYPICAL. --ROOFING FELT - --DRIP EDGE -- FASCIA FIGURE 3: CORNER DETAIL �-r - -- WINDOW UNIT SLOPE 0.3 In 12.0 In (0.6 cm :-30.5 an) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF /—RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -A HERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF On ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION :AHING V. "L" WHERE ROOF MEETS VERTICAL WALL PER URES TIONS F ' W/ TAR . SHINGLE PER CONTRACTp volMe �J • METAL DRIP EDGE TO - T_1`�h/� gc G'�F BE UNDER UNDERLAYMENT AT ROOF EAVES FLASHING W/ TAR a., k w W STATE SlltWr EAST CLEGNARa FLC V" 34677 813.925.1300 TEL 813. 925. IBM FAX WWW.DA'VMBEVVSC0M TAhWA • DENVER. C To o IQ 'Ja0 W � °Nn C�m� CONT. GALV. "L" ---- and FLASHING PER o 0•� MANUFACTURES Ccro �0-i SPECIFICATIONS �h OVER ROOF ROOF MATERIAL PER SHINGLES W/TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED lw UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" Q.C. BEAUTY STRIP ROOF SHINGLE OVER �-r - -- WINDOW UNIT SLOPE 0.3 In 12.0 In (0.6 cm :-30.5 an) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF /—RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -A HERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF On ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION :AHING V. "L" WHERE ROOF MEETS VERTICAL WALL PER URES TIONS F ' W/ TAR . SHINGLE PER CONTRACTp volMe �J • METAL DRIP EDGE TO - T_1`�h/� gc G'�F BE UNDER UNDERLAYMENT AT ROOF EAVES �� 2 Slx0cl npL� TYPICAL ROOF TO �ao,I,00� .- �0� WALL FLASHING DETAIL -1T 0 5� RAKE METAL DRIP EDGE 90r.w TO BE OVER EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 114" CE RTAI NT EE D WI NTERGUARD 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 3/4" IF NO DRIP EDGE IS COURSE USED. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT "' RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE �---CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR — 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 UNPERFORATED FLANGE 718" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/7 TO 2" ABOVE ROOF SHEATHING r 4` CEMENT •.. PLASTER OVER BLOCK IST FLOOR r NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB 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 OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE UBLE JOIST AM BELOW SELF -ADHERED FI "INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHINGSELF ADHERED FLASHING DECK JOIST OUTSIDE CORNER INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING D TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. KTS. s. JUB NUMBER 27002.075• CAD FILE NAMELOT 148 78 ISSUED 02-15-17REVISED DAVIS BEWS DESIGN ORM a., k w W STATE SlltWr EAST CLEGNARa FLC V" 34677 813.925.1300 TEL 813. 925. IBM FAX WWW.DA'VMBEVVSC0M TAhWA • DENVER. C To o IQ 'Ja0 W °Nn C�m� and o 0•� Ccro �0-i �h 0 z lw JUB NUMBER 27002.075• CAD FILE NAMELOT 148 78 ISSUED 02-15-17REVISED • 777LE • FLASHING DETAILS • SHEET • r DAVIS BEWS DESIGN ORM W STATE SlltWr EAST CLEGNARa FLC V" 34677 813.925.1300 TEL 813. 925. IBM FAX WWW.DA'VMBEVVSC0M TAhWA • DENVER. EST: 1994 • 777LE • FLASHING DETAILS • SHEET • r C%C. VERPY LOCATION OF EXTERIOR W.I. MICROWAVE OUTLET +14' MAIN DISCONNECT COMBO -SQUARE D FUER TO FLOOR PLAN FOR NOTED DIBG. AMPS. REQUIRED SERVICE BY I ( I POWER COMPANY �~- •410 ALU. CABLE WP COACH A/C GF1. [:::::q4 DISC. TYp \ 3' -6'x3 -b' AIC I PAD (SEE MECH. ( 134&'9 3-6" ARC I PAD (SEE MECN. I I 0 HALF-SWITCINED DUPLEX OUTLET CONTRACTOR FOR Lova I CONTRACTOR I FOR LOW L ----J L----� Wu SWITCH Ax 13 THREE-WAY SWITCH pISC" MICROWAVE OUTLET +14' MAIN DISCONNECT COMBO -SQUARE D FUER TO FLOOR PLAN FOR NOTED DIBG. AMPS. REQUIRED SERVICE BY I ( I POWER COMPANY �~- •410 ALU. CABLE ELECTRICAL <r=*r COACH A/C LIGHT [:::::q4 DISC. TYp \ AND M2 COPPER TO INSIDE 0 HALF-SWITCINED DUPLEX OUTLET L&TS AND OUTLETS PANE- PO COPPER TO Wu SWITCH WATER HEATER 13 THREE-WAY SWITCH 13 COPPER TO RANGE +4 COPPER r0 5111" GROUND ROD ALSO SERVICE TO BE BONDk73 TO FOOTING STEEL. WP. GFl FOR TWA SERVICE ELECTRICAL RISER DIAGRAM NOTE: ELECTI"MATERIALS AND INSTALLATIONS SHALL COMPLY WI APPLICABLE PROVISIONS OF THE NATIONAL, ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. GAG. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT ELECTRICAL <r=*r COACH DUPLEX CONVENIENCE (7UTLET LIGHT DUPLEX OUTLET ABOVE CouNTER Im STAIM sIR wr &sr OU06MR,RA =& 34677 MS. Sw. .1300 Mal 813.9JZ. WW FAX WWWMAVI M W&C+OM -TA-MPA • MMVV R WEATHERPROOF DUPLEX OUTLET \ WEFL GROUND FAULT KIERRUPTER VUKEX OUTLET 00100 0 HALF-SWITCINED DUPLEX OUTLET Fo MIAL PIPPOSE o1m.ET :G DUPLEX OUTLET N FLOOR 220 VOLT OUTLET Wu SWITCH 13 THREE-WAY SWITCH -t4 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED WAOE60T LIGHT FIXT W WA -L MOUNTED INCANIMCENT LIGHT FIXNRE 0 RECESSED INCANDESCENT LIGHT FIXTURE 111 c. LIGHT FIXTURE WIN PULL. CHAIN = TRACK LIGHT 1� FLUl7F�SCE1NT LK�FIT FIXTURE ' q EXHAUST FAN E:��� EXHAUST FAN/LW COMBINATION J ® ELECTRIC DOOR OPERATOR (OPTIONAL) r ® CHIMES (OPTIONAL) a W'l1SHBUTTON SWITCH (OPTIONAL.) / @ CARBON MONOXIDE DETECTOR COACH @ SMOKE DETECT LIGHT SMOKE / CARBON MONO. WVO DETECTOR b mac�m (OPTIow rEL1=VISION (O" NA1-) Q THERMOSTAT O ELECTRIC METER ELECTRIC PANEL -..+ DISCONNECT SWITCH �j WEAKER (OPTIONAL) c ROUGH -IN FOR OPT. CEILING FAN vis CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Wl G ROUGH-INFOR OPT. C.EILINS FAN NOTEsm I . PROVIDE AND INSTALL CROWD FAULT CIRWIT-INTER IFIERS (GF1J AS INDICATED ON PLANS OR AS ITEM NO: 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISHED FLOOR. SWITCHES.... 42" OUTLETS .... 14' IMPHONE.. 34" (WINLESS ABV GONTERTON TELE)ASION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS 4. ALL 5A AND 20A RECEPTACLES IN SLEEPING ROS, FAMILY ROOP'N3, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARES, DEWS, &NIO", RECREATION ROOMS, CLOSET'S, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF;Cl DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2011406.12 AND 40613 5. ALL bA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY RD" SHAT -L. BE C%F.C.L PROTECTED ((xF11 6. IT IS THE RESPaNW315ILV OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL ELECTRICAL UM IS IN FULL COMPLIANCE WITH NFPA 10, NEa 2011, FWR - 5114 EDITION (2014), AND A.L. APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BINLDINCs HAVING A FOSSIL L-DURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR S ZPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WFA IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. C"INATION ftXGGARBON MONOXIDE ALARMS SINAL.L M LISTED OR LABELED BY A NATIONALLY REOXV12D TESTING LABORATORY. MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT JOA NUMAER 27002,075 CAU FILE NAMELOT 148 78 ISSUED 02-15-17 REVISED 16 DAMS BEWS DESIGN GRM Im STAIM sIR wr &sr OU06MR,RA =& 34677 MS. Sw. .1300 Mal 813.9JZ. WW FAX WWWMAVI M W&C+OM -TA-MPA • MMVV R x C 00100 0 66 00 111 1� E:��� 40 t IN z�2° JOA NUMAER 27002,075 CAU FILE NAMELOT 148 78 ISSUED 02-15-17 REVISED V) 0 w Y O 0 cem z z cn FM=4 O ry cem � O 37 00 Nr O >= 0 < 2585 , • 717LE • MAIN FLOOR ELECTRICAL PLAN • SHEET • 16 DAMS BEWS DESIGN GRM Im STAIM sIR wr &sr OU06MR,RA =& 34677 MS. Sw. .1300 Mal 813.9JZ. WW FAX WWWMAVI M W&C+OM -TA-MPA • MMVV R --• wr 19% V) 0 w Y O 0 cem z z cn FM=4 O ry cem � O 37 00 Nr O >= 0 < 2585 , • 717LE • MAIN FLOOR ELECTRICAL PLAN • SHEET • W' _. ,2C. VERIFY ALL SMOKE DETECTORS TO 13E HARD -WIRED * * * ELECTRICAL <F'r D11PI.EX CONVEPIENCE OUTLET DUPLEX OUTLET ABOVE COXM p. VMRI I)F DUPLEX OUTLET KXFw GROI147 FAULT INTERRM DUPLEX OUTLET } "F -SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH .3 ME -WAY SWITCH 14 FOUR-WAY SWITCR $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MUM NCANDESM LIGHT FIXTURI 0 RECESSED NCANDESM LIGHT FIXTURE - � LW FIXTURE WITH PULL CHAN M— TRACK LIGHT FLUOMCEW LIGFTT FIXfURI! 4 EXHAUST FAN EXHAUST FI COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIC) Ad p FUSF4BUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR T{ELEMM (OPTIONAL) [�] TELEVISIOhIIOPTICNAG) Q T4ERMOSTAT o ELECTRIC METER s ELECTRIC PANEL DISCONNECT B TT04 SPEAKER (OPTIONAL) r� ROUGH -M FOR OPT. CEILMG FAN v � CEILING MOUNTED NCANDESGENT LIGHT FIXTURE W/ ROUGH -N FOR OPT. CEILMG FAN NOTES 1. FROYIDE AND MSTALL GROUND FAULT CIRWIT-NTEIM PTER9 (GFJJ AS NDICATED ON PLOD OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2, UNLESS OERWISE NDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWMG HEIGHTS ABOVE FNISIM FLOOR: WTM ... 42' OUTLETS, ....14' TELEFrM.. ]4" (M55 ABV COXMRTOP) TELEVISICN.. JO I ALL SMOKE DETECTORS SHALL BE 14AR1 MSED NTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP! PROVIDE AND NSTALL LOCALLY CERTIFIED SLTOKE DECORS. 4. ALL PTA ATI 20A RECEPTACLES N SLEEPMG ROOMS, FAMILY ROOMS, DNNG ROOMS, LTVMG ROOMS, PARLORS, LIBRARIES, DENS, ORD", RECREATION ROOMS, CLOSETS, HALLWAYS, AI0 SIMILAR AREAS WILL REQUIRE A COMBNATION TYPE AFI DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2011406.12 AND 406.13 5. ALL PDA AND 20A 120V RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE WCJ. PROTECTED (GF;I). 6. IT IS TIE RESPONSIBILITY OP THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL IUM IS N FULL COMKIANCE WITH NFI°A 10, NEO.2011, PW.R - 5TH EDITION (2044), AND Al APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERT EI1ILDMG HAVING A FMIL-FUEL-BURNNG HEATER OR A92LIANCE, FIREPLACE, OR AN ATTACKED GARAGE SHALL HAVE AN OPERATIONAL- CARBON MONOXIDE DETECTOR METALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEFI PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDNG WIRNG W14EN $UCH WIRNG IS SERVED FROM TEE LOCAL POWER UTILITY. SUCH ALI SHALL NAVE BATTERY BACKUP. COMDWTION SMOOCARBON MONOXIDE ALARMS SHALL OF LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTNG LABORATORY. UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT SHEET 4B L Emma • NUMBER 27002.075 • CAD ME NAMELOT 148 78 ISSUED 02-15-17 REVISED 2585 hIII o� p J�I�ap. dN r• r am w O � h 0 �h .i co 3�E N t : aS C�h • NUMBER 27002.075 • CAD ME NAMELOT 148 78 ISSUED 02-15-17 REVISED 2585 ffiT.194�4 �js Y) no C) W 0 0 ce co Q O z °C ODAVIS�5 rrr D1BEWS DESIGN GRAVP 15Q STA"IE STREET' FAST aTaasiw►n, zw � 813.926.1300 TEL. 813 . WAS. T800 FAX W W W.DAVISBEVVSuGC�M TAMPA • T�IIWEI00 NrL .r VIII ■�III� • TITLE • UPPER FLOOR ELECTRICAL PLAN M • MC I AL L;UA 1 1111Ub CUK U5C VVI 11'1 rK=ZUKC I KCA I IMU YWUUU GENERAL NOTES IT IS THE BUILDER'S RESPONS IBI LITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX � r� rMETAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL ' V C DRAWINGS FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENTTYPES SOIL UNDER SLABS AND U 10 LIN FOOTINGS TO BE COMPACTED TO AT LEAST 95OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ° 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BYASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE WIND SPEED (U L 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 0 00066", S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN T�RMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES AREA (SQ FT)+) - VALUE DENOTES SUCTION V FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF AGRICULTURE OF PRESSURE TREATED WOOD. 10 (+) 21.2 (+) 21.2 - 22.9 STABLISED BY CES FLORIDA DEPARTMENT AND ESTABLISHED PREFABRICATED WOOD TRUSSESCONSUME (+) 20.2 (+) 20. DOWEL PLACEMENT PLAN (-) 22.0 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 50 (+) 19.0 +} 19.0 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT - 23.9 S4 p V FIRST FLOOR F RAM I N G PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE - 19.8 - 22.0 GARAGE DOORS 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CE MENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS (-)19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 S4.2 ROOF FRAMING PLAN 2. ALL R EIN FORC IN G STEEL SHALL BE DEFORMED BILLET STEEL CON FORMING TO AND STRUCTURAL PLANS FOR MORE INFO, CLADDING'WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET S5 LINTEL PLAN 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 OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS WWF SHALL BE LAPPED AT LEAST 6" &CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY REQUIRED. REFER TO SECTION R301.2.1.2 OF THE S6 MODEL SPEC DETAILS TABLE R301.2A.2 FOR ATTACHMENT SPECIFICATIONS EBY ERCOMPONENTS TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S FOUNDATION REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AN D LATEST EDITION OF ANSI TPI 1. D 1 DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BYTRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D2 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 D GENERAL DETAILS 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 CENTER TO UPPER 113 OF THE SLAB. TRUSS DESIGN LOADS: D4 GENERAL DETAILS TOP CHORD: Lr =16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) S D5 TWO f STOR DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL =15 PSF (LIGHTWEIGHT CLAY TILE ROOF COVER) vO 1V 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 SD6 TWO STORY DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: 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) ST1 STAIR DETAILS 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 ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: UPDATES MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W! A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 GENERAL LOADING: ATTIC WITHOUT STORAGE =10 PSFATTIC NUMBER DATE DESCRIPTION PSI (fm =1900 PSI) WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL TYPE M OR S, CONFORMING TO ASTM C270 TO BE NO THAN 1". GUARDRAILS/ HANDRAILS = 200 LB POINT LOAD 150 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF � 2/7/2Ci1 � UPDATED PLAN TO INCLUDE ELEV C W/ BFS OI MORE 3. HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS TRUSSES PER LOT TB -296 SIZE ANDA MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING &BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W1 APA 2 311I2Ci1 T UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ . . 5. VERTICALL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGSWITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7116" OSB SHEATHING BFS TRUSSES PER LOT TB -148 PLACED IN CENTER OF MASONRY CELL WI MIN 112" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIPIRIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 3 3I2/2a17 UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS 6. VERTICAL REINFORCEMENT SHALL BEHELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD wl (2)12d NAILS @12" O.C. MAX & 4" FROM TRUSSES PER LOT TB -191 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES ( HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING wl (3) 12d TOENAILS EACH END. UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS POSITIONERS IN MIDDLE OF WALL 11 -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 450 FROM VERT. TO EA. TRUSS 4 3/15/201 TRUSSES PER LOT TB -290 7, REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. MEMBER w/ (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 FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND/ 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 1.0. MASONRY ROUGH OPENING TOLERANCES -114" TO + 112" PERPENDICULAR TO TRUSS SPAN AT 154" O.C. MAX WIIN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH WI (2)16d NAILS AT EACH TRUSS. OVERLAP BRACINGAT 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. DO 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 A -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL WI (2)12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W! EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANYWOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STU D UP TO 1" DIA. SHALL HAVE STU D PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STU D SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITYTO VERIFYTHE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES N OT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10.SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVETHE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E =1,800,000 Ib/int U.N.O. E = 2,000,000Ib1n2 U.N.O. E =1,500,000 Win U.N.O. Fb =2500 Fb =3000 Fb =2200 Ft =1500 Ft =1700 Ft =1500 Fc 11= 3000 Fc II= 3000 Fc II= 2100 Fc j = 900 Fc I= 900 Fc j = 450 Fv = 285 Fv = 285 Fv =150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 112" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 518" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE TH E GARAGE. UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2)12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 314" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE wl COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXYTO CURE TO MANU"S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS wl STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS, RIM BOARDS MAYBE USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDITT INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY SUBBED wl METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -112" ALL THREAD ROD wl2" x 2" SQ. WASHER DRILL & EPDXYwISIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -112"x6" SIMPSON TITEN HD THREADED ANCHORS WI LBP112 WASHER MAY BE USED ILO 112" J -BOLT. TAPCON FASTENERS MAYBE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 112"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NOVERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 314", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 'EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSESFROM FND. HAVE HEAD JOINTS WHICH FALL WIIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <112", NO FIX IS REQ'D POUR TIEBEAM &VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +112"-1-118", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AN D VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-118", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy =46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S; Fy= 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KS 1. 2. STRUCT, CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLYTENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 518" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF,T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEWAND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE Y16" 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 ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (U L 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE 0 00066", O m (PSF) WIND VALUE DEMOTES PRESSURE AREA (SQ FT)+) - VALUE DENOTES SUCTION AREA 4@ 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20. (-) 22.0 (- 26.4 50 (+) 19.0 +} 19.0 - 20.8 - 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS V-0" x T-0" 16'4" x T-0" + + (-) 20.9 (-)19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING'WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR ATYPICAL 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 WIIN T-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2A.2 FOR ATTACHMENT SPECIFICATIONS 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 112 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MGD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Is I4I Q Q bJ Cl) J 6 a z V o Q . r_ ZO z z .... a3' co LU z O w z 0 n 060 1< °��.� 1L.Jj.... "� a c+ % �s ie�i1931 P as 8 8 PI IL It 0 E F_ W ~ 0u"� J :D0 ry W ��• A�A W v.r► � O z 000 it h Z J_j LLJ Occ0A r* 0WZ W;o= 0 HCH IL STRUCTURAL ENG: CFG 1 BAD DRAFTING: -STRUCT: TNA OC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03/16/2017 S1 U M ®��®•®®°®°®®®�� ®®®rte LLj a Co C? oa �' 2 ^ _ z .gym ®U ® < ®® 0 00066", O m ti I4I Q Q bJ Cl) J 6 a z V o Q . r_ ZO z z .... a3' co LU z O w z 0 n 060 1< °��.� 1L.Jj.... "� a c+ % �s ie�i1931 P as 8 8 PI IL It 0 E F_ W ~ 0u"� J :D0 ry W ��• A�A W v.r► � O z 000 it h Z J_j LLJ Occ0A r* 0WZ W;o= 0 HCH IL STRUCTURAL ENG: CFG 1 BAD DRAFTING: -STRUCT: TNA OC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03/16/2017 S1 1 AIC PF 7rl All FOUNDATION NOTES: 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED M IN 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1AxW14 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG, & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT WIMAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC,) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES, 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9, NO WOOD STAKES PERMITTED IN FOUNDATION, 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI 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 SDI 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 WEITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX, DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ), THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION, SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL, FOOTING SCHEDULE 120 x1 2"xi 2' 1 dp w/ #6's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & T'MIN. COVER TO EDGE OF CONC. 24"44"x1 2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"48"x1 2" dp w/ #Vs EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 6 E.W. BARS & V'MIN. COVER TO EDGE OF CONC. 30"x30"x1 2" dp w/ #6's EQUALLY SPACED EA. 2.5 MY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 6 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #6's EQUALLY SPACED EA, 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 6 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 3611x36"x12" dp w/ #6's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC, 42"x42"x12" dp w/ #6's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE 0 F CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"44"x1 6" dp wt#5's EQUALLY SPACED EA. 4.5 MY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE 0 F CONC. 60"x60"x1 6" dp wffift EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. SYMBOLS LEGEND 0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-B" 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. FOUNDATION PLAN COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MANTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/411= 1 1-011 Z 0 IL W 0 lei 0 Cl) CNI 6 z 0 z 0 z 0 z 0 z < z .j 0 n (1) L- W '. a z C) C'6 0 A z a a V4 0 P40 ad 0 00 % 0 0 Im 0 F. P4 0 8 /fir X E-1 LLJ 0 as 0 F- LL F- LU LIL! z n 00 11F - z z 0 -i -j 0 0 0000 U) DC OL1 C14 0 J LLJ a 0 --.) 0 0 W IL STRUCTURAL ENG: CFG I BAD DRAFTING: -STRUCT. TINA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE. 03/16/2017 S2 SYMBOLSLEGEND W I-- ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TI E BEAM (6'-8" O.C. MAX U.N. 0.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. z F— C� LJ') W 0 0%%J1111111111 LL ze co LLi Q�ii na as °® a (j J. ® ° ► � ViN a ® Z �® < 1"gym 8"4 11 T-0" 6'-8" 6,-8m 2,-01- T -O" 3'-4" 6'-8" 6'-8" 6'-8" 5'-8" 7'-0" ��®'�,�,.®® .• �s o M U. U. 0 ■ C, o D10 It r S6 C%j C5 Ell U O V 71 v f p �+ z q ..rte 5'-0" 4'-8"pn D1 V pper+ w m V ©t ��rt `�q w 4��� ❑ t ■ W06�2Va ■ `— (D Rl rpc r 9 �. oa OD z d E+p� m ;�a 0 0 C' N 0 04 0 r ■ W W L_ J 3'-8" 4'-11 15/16" 1 1 4'-41116" 1 4'-8"5'-0" -j :z I H 0 I �W as t� _ I ao W 'cvnoW ... T-0,; 6,_8," 6_8m 6'-8" 3141 7'-0" 4'-6" T-10" 3'-2" 3'-2" 7'4° Im o z 000 N� C9 z �- Z J n= u� Q �. 0 00 0 C4 F- 0WZ w ao .� o �� STRUCTURAL ENG: CFG f BAD DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DOWEL PLACEMENT PLAN DATE: 03/16/'2017 S3 1 r4°=j i-oll COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LIS 1 11111111/6 ®�. N42 wGo ®�7`W fU DO S1 SD2 o 0 o a D Cl) c c� � a o a o � � �� ®®i® PR' `� r. r- r- r. r_ rti r` r. r`IF r t co ryLL () LL LL L.L. lL,. LL. LL L.L. LL LL LL. LL LL LL LL (} ti ■ ■ ■ ■ J20 J01 Q 1 ■ J0 PPSO�%9 J20�r D BW2 a J03 S1 � J20 D O z 8 v J20 J04 F1 D4 GE133 «ZO 2x12 #2 SYP LEDGER Wl (5) D J20 J04 114"xJ-112"'IMPSON SIDS SCREWS4 TO THE VERTICAL OF EACH F01 4 A g � � o J04 FLOOR TRUSS C 24.O.C. J20 o S1/LDOA D SIM. D Dq BJ20 W2 D2 J04 A 2x6 #2 SYP CONT. LEDGER TO F1 H2X8 H2 COMBO TRUSS UNDER 2nd D *� ■ — FLOOR WALL WI (2)16d NAILS J20 13 @ 4.O.C. A H2X8 ...,� BW3 BW1 — — J20 A F 1 (fJ F12 H2X12 BW4 F1 D J20 D ITF — — — BUU4 D V0 co � Q HUS26 TRUSS TO LEDGER. BW1 SIM. Dq J20 0 D a (14)1gdx1-1i2 NAILS TO 'S' ■ D LEDGER & (6) 10d NAILS TO �� �� J TRUSS \ J07qooNao N UD J07 �'Aps LL U,1 PC 0 f f -$1 C- —1 1 C) X p I I J07 < it a 1_ . I Si r $D2 J Z A r.. U-U-F— D W ~ l„ - D-sp p �.. .J Jos W 01 �-- I � E N U) j IL rrr p G7 O 0 Cl C N 0 N N Cl) �t Lf)CD Lr)CD 0 co P- CA r O v a o U. LL U- o o c a o 0 o U- U- U- o c .- LL. LL. LL. Ll_ <L LL. LL. LL. LL LL ll. LL, LL LL. LL LL LL. LL. LL.. LL, LL. LL. LL. LL LL u- S1CD 1 WALL LEGEND •• "•••'• D ffi � Q z co 0 MI � r z f— a J 0 00 0 N 'w> 0 ..J co, -pp 0 H�� 11 STRUCTURAL ENG: CFGIBAD 0 = 9'-4" T.O.M. =INTERIOR/EXTERIOR L7 -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED FIRST F F KMINJ""' P GATE: 03/16t2017 BEARING WALLS VERIFY S4 HGT. WI ARCHITECTURAL PLAN U.N.O. Z D F- CL. OC 0) W LIS 1 11111111/6 ®�. N42 wGo ®�7`W fU DO S1 SD2 o 0 o a D Cl) c c� � a o a o � � �� ®®i® PR' `� r. r- r- r. r_ rti r` r. r`IF r t co ryLL () LL LL L.L. lL,. LL. LL L.L. LL LL LL. LL LL LL LL (} ti ■ ■ ■ ■ J20 J01 Q 1 ■ J0 PPSO�%9 J20�r D BW2 a J03 S1 � J20 D O z 8 v J20 J04 F1 D4 GE133 «ZO 2x12 #2 SYP LEDGER Wl (5) D J20 J04 114"xJ-112"'IMPSON SIDS SCREWS4 TO THE VERTICAL OF EACH F01 4 A g � � o J04 FLOOR TRUSS C 24.O.C. J20 o S1/LDOA D SIM. D Dq BJ20 W2 D2 J04 A 2x6 #2 SYP CONT. LEDGER TO F1 H2X8 H2 COMBO TRUSS UNDER 2nd D *� ■ — FLOOR WALL WI (2)16d NAILS J20 13 @ 4.O.C. A H2X8 ...,� BW3 BW1 — — J20 A F 1 (fJ F12 H2X12 BW4 F1 D J20 D ITF — — — BUU4 D V0 co � Q HUS26 TRUSS TO LEDGER. BW1 SIM. Dq J20 0 D a (14)1gdx1-1i2 NAILS TO 'S' ■ D LEDGER & (6) 10d NAILS TO �� �� J TRUSS \ J07qooNao N UD J07 �'Aps LL U,1 PC 0 f f -$1 C- —1 1 C) X p I I J07 < it a 1_ . I Si r $D2 J Z A r.. U-U-F— D W ~ l„ - D-sp p �.. .J Jos W 01 �-- I � E N U) j IL rrr p G7 O 0 Cl C N 0 N N Cl) �t Lf)CD Lr)CD 0 co P- CA r O v a o U. LL U- o o c a o 0 o U- U- U- o c .- LL. LL. LL. Ll_ <L LL. LL. LL. LL LL ll. LL, LL LL. LL LL LL. LL. LL.. LL, LL. LL. LL. LL LL u- S1CD 1 �+1+ T`- •• "•••'• D ffi � Q z co 0 MI � r z f— a J 0 00 0 N 'w> 0 ..J co, -pp 0 H�� 11 STRUCTURAL ENG: CFGIBAD DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED FIRST F F KMINJ""' P GATE: 03/16t2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1411-1'-011 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING 'WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING 12d PACING SPECIES TOR BOTTOM (PIO \/ BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID SPAN BV112 16" SPF 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pl MID -SPAN BW3 161' SPF 112" THREADED ROD @ 48" O.C. ADJUSTAS REQ'D TO MISS STUDS 1160 PIf 2rd. PT. FRAME TO CMU BW4 12" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN E Y BW5 12" SPF 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pl MID -SPAN OR WOLMAN IZED. BWB 12" SPF 112" THREADED ROD @ 48" O.C. ADJUSTAS REQ'D TO MISS STUDS 1160I p 2rd. PT. 8x8: ABU88 w/(18)16d NAILS & (2j" EPDXY ANCHORS w/ BW7 16" SYP (3)12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5 BW8 16" SYP 112" THREADED ROD @ 48" O.C. ADJUSTAS REQ'D TO MISS STUDS 1160 PIf MID -SPAN BW9 16" SYP 112" THREADED ROD @ 48" O.C. ADJUSTAS REQ'D TO MISS STUDS 1160 pl 2rd. PT. BW10 12" SYP TOENAILS T N TOENAILS TOENAILS. NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST REQ'D TO MISS STUDS 1160 l p MID -SPAN BW12 12" SYP 112" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pl Yd. PT. STANDARD BEARING' WALL'WITHREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH 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. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENAALS EACH END. 7.,/2" 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"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITT 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 0- BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L 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 wlin BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD wAn 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)124 TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS r32"o.c. OR (2)124 NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE F(3 2X4 SPF #2 BUILT UP STUD COLUMN 8d )2X4 SPF #2 BUILT UP STUD COLUMN C } (4)2X4 SPF #2 BUILT UP STUD COLUMN 12d (2)2X6 SPF #2 BUILT UP STUD COLUMN 16d (3)2X6 SPF #2 BUILT UP STUD COLUMN F (2)2X8 SPF #2 BUILT UP STUD COLUMN \/ (3)2X8 SPF #2 BUILT UP STUD COLUMN LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH (3)2X4 SYP #2 BUILT UP STUD COLUMN 2. CONNECTORS MAYUSE DIFFERENT NAIL LENGTHS. MINIMUM NAIL (2)2X6 SYP #2 BUILT UP STUD COLUMN ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S (2)2X8 SYP #2 BUILT UP STUD COLUMN { L� 4x4 SYP #2 POST I�JI? 6x6 SYP #2 POST C N �► 8x8 SYP #2 POST (2)META16 OR (2)META20 3-112"x3-112" LVL COLUMN, Q]► 3-1/2`4-114" LUL COLUMN. C R 3-1/2'1x7" LVL COLUMN. FRAME TO CMU 3-1/2`4-112" LVL COLUMN, C T l 5-1/4"x5-114" LVL COLUMN. (2)ply TRUSS (12)16d x 14" NAILS 5-114"x7" LUL COLUMN., C X } 756" LVL COLUMN. E Y 3 112" X 117/8" LVL COLUMN 3 5 1/4" X 9112" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMAN IZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS &J" EPDXYANCHOR w/MIN. 7' EMBEDMENT 60: ABU66 w/(12)16d NAILS &J" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2j" 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"x 2�' 10d .148" x 3" 12d .148" x 3j" 16d .162" x32" 8d RING SHANK A I Y x 28" 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 MAYUSE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUESSPF(lb) TO POST: SIMP. HTS20 OR LSTA18 H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 META16 w/(7)1 Odx1 ' NAILS OR w/(6)1Od NAILS & (144"x2T' H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL META20 w/(7)1 Od x 14" NAILS FRAME TO CMU 1450 1450 H5.5x11.25 (3)1.75"x11.25" LVL (2)META16 OR (2)META20 H3x12 (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 (i )ply TRUSS (10)1 Od x 1�' NAILS FRAME TO CMU ( 1985 (1 }ply 1985 NAILS &(I EIA"x:$" TAPCONS (2)ply TRUSS (12)16d x 14" NAILS 4'-0" TO T-11" ply 1900 (2)ply (2)ply 1900 8'-0"' TO 9'-11 " H1 OA w/(18)10d x 1j" NAILS OR 3 H 10A 1015 H1 OA 1340 4 (2)ply TRUSS H 10A-2 w/(18)10d x 12" NAILS FRAME TO FRAME H1 OA -2 1070 H 1 OA -2 1245 a HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 ON MASONRY: SIMP. MSTAM24 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 5 (2)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 2490 2900 (2)1.75"x11.25" LVL {AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) NAILS &(I 8)4-1"x242" TAPCONS H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 MTS12 w1(14)10d x 14" NAILS (10)1Od NAILS 63.5x11.875 El TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ON MASONRY: SIMP. MSTAM24 MGTw/(22)1 Od �'EPDXY ANCHORw/SIMP. SET EPDXY MIN: FRAME TO CMU 3140 3140 (10)10d NAILS 7" EMBEDMENT (2)1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (1 8} "x24" TAPCONS HTT4 w/(18)16d x 24" NAILS &? EPDXY ANCHOR wISIMP. FRAME TO CMU 3640 4235 ON MASONRY: (2) SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT (3} 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS 10 F1 lo HGT-2 w/(16)10d NAILS wt?' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 ON MASONRY: (2) SIMP. METAi6 EPDXY MIN. 5" EMBEDMENT (2)1.75"x20" LVL 11 HTSM16 w/(8)1 Od NAILS & (4) �'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(1.4)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18w1(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAMIGT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAMIGT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAMIGT 4305 4745 18 LTT20B w1(10)1Od NAILS & J" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 W/(18) 16d x " NAILS w 8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD OF NAILS ❑20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14)16d SINKERS AND (10)114"x2-114" TITENS FRAME TO CMU 2420 2800 IDSIMPSON HGUS 5.50110 WI (63)16d NAILS GIRDER TO COLD BEAN 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18)114'1x2-314" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10)1Od NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10)1 Od NAILS & EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META 16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASON RYWALLS C ON N ECT w/S I M P. METAi6 @ 24"o.c. OR 32"o. c. VE R I FY w/ T RU S S SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32" o.c.) CONN ECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASON RY W/S I M P. META 16, @ 32"o, c. MAX. AND (2) AT EACH CORNER. 2, ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR HI OA -2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED METAi6 STRAP LOCATION. IF DOUBLE META16 @ A 2-PLYORI-PLYTRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM RE D. PER 1. VERIFYwfPLAN FOR COR LEN Q REQ 1D. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 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 w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORTTABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITT KING PER DTL. WFO81SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LUL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w6" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d NAILS H200 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1Od NAILS & (144"x2T' H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU4100R HUC410w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS &(I EIA"x:$" TAPCONS 1 4'-0" TO T-11" ON MASONRY: SIMP. MSTAM24 2 8'-0"' TO 9'-11 " TO POST: SIMP. HTS20 OR LSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10)10d NAILS B2x12 WITH 112" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18A"x24" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10)1 Od NAILS B3.5xl 1.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS &(I 8)4-1"x242" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10)1Od NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410w/(10)10d NAILS & (184"x24" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10)10d NAILS B3.5xl6 (2)1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (1 8} "x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (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. METAi6 63.5x20 (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, (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"O.c. (TYP. ONE SIDE) MIN, 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFYw/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 ANYWAY 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 w6" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H200 2)2x10 #2 SYP w/2" FLITCH P LATE ATTACH KING STUD TO HEADER wl(10) 16d NAILS H202 2)2x12 #2 SYP w/2" 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 w1(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER wl(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STU D TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/2" FLITCH PLATE BETWEEN PLIES ATTACH KING STU D TO HEADER w/(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 T-11" 1 1 4'-0" TO T-11" 2 2 8'-0"' TO 9'-11 " 2 3 10'-0" TO 12'-0" 3 4 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. W1 SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w1 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 TOTHE 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 BCS/ 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 BYTRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 518" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BYATRUSS COMPANY TO USE FOR THE DESIGN OFTHIS 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 TH E E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE AIC UNITTO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15132" OSB (WITH SHINGLE), 518" OR 19132" OSB (WITH TILE) FASTENINGWITHIN 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. SHEATHINGTO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24116 SPAN RATED SHEATHING REQUIRES BLOCKINGATALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3)1 Od TOENAILS, FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOISTITRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MAN U. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYIINOOD OR OSB (U.N.0), 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 EQUIVALENTTO 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.IBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ®%/ ®®®®®b��®® W rn co 0 v ®N';r" Fri :r Ci '> ®Z 0 FW LU < ♦ �4 �CC"i® �[ ZEr d O ®®�riw ITSAL, LU LA_ D C�7 a OU 0 z�� z �w LL' 0 z F 0 W ■ nq ig N 06 z C1 (D AIM z z �°A"� J 04 in a o 04 a v 104S mg M Ic 0 9� c,6 JX�� eqFN J zO U W O F- o W _ Z U) m Ia z 00; z H _j Q W 0 0 O N J Z I-- J lu GC ..�.�� 3 .4OZ O F- 2 F - w STRUCTURAL ENG: CFG/BAD DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03/16/2017 S4.1 I■ CN r STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8"-0"" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0"' 2x4 SPF#1/#2 16" O.C. MAX 16" O.C. MAX 9"-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #11#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY, 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 0 a l NOTE: SEE RAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, Or transfer of these documents withoutthe expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w F - I1 "4 ® Z ■•®®® o®®® 4 LL ®. ®• ®® ® -lid O ®®!� • �� "^1 • 10 y` ve 40 0 80" 00 0 P U - u O a is cv C5 8 O O � z W w Qri7 z z IL r) g g coN N1 t4! *� q�q" n� ri �l�] L 0 E+ p 0 ymp I" VR3�,� �00N.0 z R IVB 8 z 9 x �a � w � Ll. < a � a J LL z o� 0 0 LU �w m A z O T H Z J Q U) W 00 °° . CO U -mow ...."...� LU 0_ p H P I:L STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED NG LANO DATE: 03/16/2017 1/4"= 11-011 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR QUIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 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 "D" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC, w/ (1)#5 DIA. REBAR a ■ : :a w STD, 90 DEGREE ANGLE 3000 psi + : I CONC. w/(1) #5 DIA. REBAR r 8" x 8"x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE r BEAM w/ (1) #5 BAR Wf 3000 psi CONC. SEE ' * • �. MD08 FOR LAP INFO. a NO '• ,14, CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTOMD08 SIDE VERTICALS.1j.. a TYPI AL SHEAR WAIL HOOK PER LAP SPLICE BEND O • �. n-:'".IN r. ,ice rL' rr�r. •.r, ' Uj "t••." 177 "p••," "p" NOW Vl "D" q 1!7'1/8 C CL IN LL 1V5 d q• "a ♦s a I;9 a 118 #4 2112 55/8 91/2 20 3 5 518 IN Ln #5 +a. BOTTOM STEEL IN LINTEL IFLLI 113/4 25 LLJ • ` INDICATE- SHOULD HOOK INTO 30 #6 33/4 q r VERTICAL CELLS PER MD08 • ." �. a �" ' . a, . 18 112 �a'. ROUGH OPENING PER PLAN ON a #7 ---1-43/8 —' -� 1111 IIINI d 4 ' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC, w/ (1)#5 DIA. REBAR a ■ : :a w STD, 90 DEGREE ANGLE 3000 psi + : I CONC. w/(1) #5 DIA. REBAR r 8" x 8"x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE r BEAM w/ (1) #5 BAR Wf 3000 psi CONC. SEE ' * • �. MD08 FOR LAP INFO. a PROVIDE CLEAN OUT OPENING kW, GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 314" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO '•4�,r�4: v%� i.i.. , ..t-� ., n , '+rr''� ' d�'� � ' �•'.'�• ;',� ': �,�: �'k"�f i s '� • f,=. ' M� .i •Y' • R rr: i•� . �•f• SYJr'}.:•ay, ,P •'F• „a. r+'' .. f..� �„• .� � !' ,,,Y.}T.s w.,+rr ti•L�.�� 'i' -s'',,:. .., W'r.•:x„�~:r.:'x',y?' ,,`a. f�'tit TRANSOM OPENING913 121.6 ' FRAME INFILL AROUI ' WINDOW BY BUILDER 'r SEE DOWEL PLAN FOR + SEE WF01/SD1 FORr'; ? FILLED CELL INFO. MORE INFO arti`~+ ' MIN. (1) IS REQ'D ON .'�.-' EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY ” WALL W/ SIMPSON HU28-2 �..r DOOR OR WINDOW OPENING .' r HANGER @ EA. END. W/ MAX, OPENING 4 FT (14) 114” x 2-314" TAPCONS TO MASONRY & (6)10d NAILS TO HEADER LINTEL WI TRANSOM DETAIL SCALE: 314" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) NO '• ,14, -SHEAR WALL 4T OPENING GRADE 60 a TYPI AL SHEAR WAIL SEGMENT LAP SPLICE BEND O LENGTH LAP SPLICE 2'-2" 1783 3069/3069 611319163 8974/8054 10000 /10000 "A" PROVIDE CLEAN OUT OPENING kW, GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 314" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO '•4�,r�4: v%� i.i.. , ..t-� ., n , '+rr''� ' d�'� � ' �•'.'�• ;',� ': �,�: �'k"�f i s '� • f,=. ' M� .i •Y' • R rr: i•� . �•f• SYJr'}.:•ay, ,P •'F• „a. r+'' .. f..� �„• .� � !' ,,,Y.}T.s w.,+rr ti•L�.�� 'i' -s'',,:. .., W'r.•:x„�~:r.:'x',y?' ,,`a. f�'tit TRANSOM OPENING913 121.6 ' FRAME INFILL AROUI ' WINDOW BY BUILDER 'r SEE DOWEL PLAN FOR + SEE WF01/SD1 FORr'; ? FILLED CELL INFO. MORE INFO arti`~+ ' MIN. (1) IS REQ'D ON .'�.-' EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY ” WALL W/ SIMPSON HU28-2 �..r DOOR OR WINDOW OPENING .' r HANGER @ EA. END. W/ MAX, OPENING 4 FT (14) 114” x 2-314" TAPCONS TO MASONRY & (6)10d NAILS TO HEADER LINTEL WI TRANSOM DETAIL SCALE: 314" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 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 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE 2'-2" 1783 3069/3069 611319163 8974/8054 10000 /10000 "A" "B" "t••." 177 "p••," "p" NOW "c" "D" #3 1!7'1/8 4 114 10'-0" 292 567/454 1366/1277 2423/1770 400612263 1V5 2111/4 4114 9114 118 #4 2112 55/8 91/2 20 3 5 518 121/2 24 #5 31/8 7 113/4 25 33/4 7 15 112 30 #6 33/4 81/161 14 30 4112 81/16 18 112 36 #7 ---1-43/8 913/16161/2 35 51/4 913116 21 314 42 f7'-8" 4 •'�li 18'-8" 0 142/0 59810 111410 146810 1. fc PRECAST LINTELS = 3500 PSI. W 20'-0" 0 18010 59810 1024/0 1441/0 2, f PRESTRESSED LINTELS = 6000 psi, IX 20'-8" 0 14510 55010 981 /0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 82410 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED STRENGTH =1900 PSI. 4 CLEAR OPENING8116-1 B/8116-08 8R14-1 B/8814-08 BR22-1 B/81122-013®rea��11�11�®®®®® W 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ®®®®® a- T 2'" 1425 f 1425 3343/3280 4933 f 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ®••° ®®�°�� ®tee W co -8 1,111, 3'4" 1230/1230 276912769 4085/4085 w ' •• °® �Z r �_ z T-4" 1081 /920 2769/1716 408512839 LINTEL DESIGNATION SCHEDULE `• ®®: a-¢ r; 4'-4" 8461833 2121/1716 3127/2839 d[ 5'-4" 664/572 1761 f 1761 259512595 LINTEL F = FILLED WITH GROUT 1 o d MARK U =UNFILLED R =RECESSED "a ®°�z E? 6'-4' 526/434 1539/1539 1329/2267 REQUIREMENTS yb k .• �® QUANTITY OF #5 REBAR @ °° ° 4 ®0006• 7'-4" 4801322 1334/1334 196411552 .•�•"''�� BOTTOM OF LINTEL CAVITY ®i � �0 ®®F�'' ® -� 8'-4" 4151235 1152/1152 1694/1552 8RF6-1B11T s' (, m LL 8F1 6-1 Bf 1 T p� ®® � ®OAAB, 081610® , �— 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. e0 8RF14-1 B/1T NOMINAL HEIGHT 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP ko 6"-4„ I 6'-4"3'-2 '-8t L 7'-4" L 01 7 NOMINAL WIDTH 0 8F16-1B/1T � � 8RF14-OBf1T TYPE DESIGNATION• � ���� CT) 8F16-0B/1T 1-112" CLEAR " CS V 8 F20-1 B/1 T [ C=_7 �•ry z H z "' #5 REBAR AT TOP MIN. (1) REQ'D w o ( 8F20-0B/1T C.M.0 ' . ° s� BRF22-1 BAT 'g GROUT a ,0, 8F24-1B/1T r z * #5 REBAR AT BOTTOM OF LINTEL" �� v i� CAVITY •�q 0 8RF22-0B/1T -��` BOTTOM REINFORCING PROVIDED � p 7-518" ACTUAL IN LINTEL (VARIES) .... +� 8F24-OBfiT 8"'NOMINAL WIDTH ,,�" 8RF30-1B11T FI" LLED 0 BF32-1 B/1T 1-1/2" CLEAR 8R F30-OB11 T ¢ #5 REBAR AT TOP MIN. (1) REQ'D �J 8F32 -01311T< C.M.U. z U) 8F38 -1 B/1T g w 0C,6 -1 B/1T C,6 ca BOTTOM REINFORCING PROVIDEDz U F O 8F40 -01311T '�'�` .I a 7-518" ACTUAL IN LINTEL (VARIES)Mpg O ;°, I 8F8 -OB11T 8°NOMINAL WIDTH - a RC 0 a a UNFILLED —I W 0 V �QaQ'�� SAFE LOAD TABLE NOTES I--► 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLEDIs Lli p LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 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 BYTHE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRYABOVE THE PRECAST LINTEL. 6.ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATINGTHE MAXIMUM RESISTING MOMENTAND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z 000 �I r i Z J W F Lu Wpp O , L� CV F- 0 _j Z r•• W " 0 1: '.1 (.- O II-- '� = � w :y #3 = 2 Y2" r q r - - • ' #4 = 2 Ya' .: _ .. y #5 = 2Y2' STRUCTURAL ENG: CFG IBAD ©RAFTING: • ' tr "� i -STRUCT: TNA y. A ..• „B„ OC CHECK: MRB .., `, JOB No. TM - 2170255 SCALE: AS INDICATED LAP SPLICE EMBEDDED 'STANDARD 80" HOOK STANDARD 180° HOOK LINTEL PLAN BATE: .03!15!2017 DO REBAR SPLICE DETAIL S5 SCALE: 3/4" = 1._0.. 1/8 11=1 1-01' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLD Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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 0 STANDARD LINTEL NOTES STANDARD 12. CLEAR OPENING 8" UNFILLED 8F8-1 B 18F8-0B8F16-1 B / 8F16 -0B 8F24-1 B f 8F24 -0B BF32-1 B 18F32 -0B 1 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. (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 WINDOW/DOOR 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 2231 3069/3069 6113/6113 8974/8974 10000110000 2'-2" 1783 3069/3069 611319163 8974/8054 10000 /10000 0 CL ^. (j Lij d 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-4" 1006 1663/1349 5365/1999 7342 /3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2 5'-2" 570 1232/1232 3480/2580 8360/3586 8825 /4592 6'-2" 488 991 /991 2661/2143 5681 12698 6472/3685 T-0" 416 7521699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 475412489 10'-0" 292 567/454 1366/1277 2423/1770 400612263 10'-8" 277 4921352 1254/1132 2193/1567 3952/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075 /1045 1838/1446 2883/1848 12'-8" 0 369/261 10021984 1697/1361 2630/1738 13'-4" 0 328/0 123410 1779/0 266210 14"-0" 0 292/0 116010 166010 2439/ 0 16'-0" 0 284/0 950/0 137910 199710 MATERIALS 5 18'-0" 0 211/0 750/0 117710 1676/0 18'-8" 0 142/0 59810 111410 146810 1. fc PRECAST LINTELS = 3500 PSI. W 20'-0" 0 18010 59810 1024/0 1441/0 2, f PRESTRESSED LINTELS = 6000 psi, IX 20'-8" 0 14510 55010 981 /0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 82410 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED STRENGTH =1900 PSI. 4 CLEAR OPENING8116-1 B/8116-08 8R14-1 B/8814-08 BR22-1 B/81122-013®rea��11�11�®®®®® W 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ®®®®® a- T 2'" 1425 f 1425 3343/3280 4933 f 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ®••° ®®�°�� ®tee W co -8 1,111, 3'4" 1230/1230 276912769 4085/4085 w ' •• °® �Z r �_ z T-4" 1081 /920 2769/1716 408512839 LINTEL DESIGNATION SCHEDULE `• ®®: a-¢ r; 4'-4" 8461833 2121/1716 3127/2839 d[ 5'-4" 664/572 1761 f 1761 259512595 LINTEL F = FILLED WITH GROUT 1 o d MARK U =UNFILLED R =RECESSED "a ®°�z E? 6'-4' 526/434 1539/1539 1329/2267 REQUIREMENTS yb k .• �® QUANTITY OF #5 REBAR @ °° ° 4 ®0006• 7'-4" 4801322 1334/1334 196411552 .•�•"''�� BOTTOM OF LINTEL CAVITY ®i � �0 ®®F�'' ® -� 8'-4" 4151235 1152/1152 1694/1552 8RF6-1B11T s' (, m LL 8F1 6-1 Bf 1 T p� ®® � ®OAAB, 081610® , �— 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. e0 8RF14-1 B/1T NOMINAL HEIGHT 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP ko 6"-4„ I 6'-4"3'-2 '-8t L 7'-4" L 01 7 NOMINAL WIDTH 0 8F16-1B/1T � � 8RF14-OBf1T TYPE DESIGNATION• � ���� CT) 8F16-0B/1T 1-112" CLEAR " CS V 8 F20-1 B/1 T [ C=_7 �•ry z H z "' #5 REBAR AT TOP MIN. (1) REQ'D w o ( 8F20-0B/1T C.M.0 ' . ° s� BRF22-1 BAT 'g GROUT a ,0, 8F24-1B/1T r z * #5 REBAR AT BOTTOM OF LINTEL" �� v i� CAVITY •�q 0 8RF22-0B/1T -��` BOTTOM REINFORCING PROVIDED � p 7-518" ACTUAL IN LINTEL (VARIES) .... +� 8F24-OBfiT 8"'NOMINAL WIDTH ,,�" 8RF30-1B11T FI" LLED 0 BF32-1 B/1T 1-1/2" CLEAR 8R F30-OB11 T ¢ #5 REBAR AT TOP MIN. (1) REQ'D �J 8F32 -01311T< C.M.U. z U) 8F38 -1 B/1T g w 0C,6 -1 B/1T C,6 ca BOTTOM REINFORCING PROVIDEDz U F O 8F40 -01311T '�'�` .I a 7-518" ACTUAL IN LINTEL (VARIES)Mpg O ;°, I 8F8 -OB11T 8°NOMINAL WIDTH - a RC 0 a a UNFILLED —I W 0 V �QaQ'�� SAFE LOAD TABLE NOTES I--► 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLEDIs Lli p LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 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 BYTHE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRYABOVE THE PRECAST LINTEL. 6.ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATINGTHE MAXIMUM RESISTING MOMENTAND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z 000 �I r i Z J W F Lu Wpp O , L� CV F- 0 _j Z r•• W " 0 1: '.1 (.- O II-- '� = � w :y #3 = 2 Y2" r q r - - • ' #4 = 2 Ya' .: _ .. y #5 = 2Y2' STRUCTURAL ENG: CFG IBAD ©RAFTING: • ' tr "� i -STRUCT: TNA y. A ..• „B„ OC CHECK: MRB .., `, JOB No. TM - 2170255 SCALE: AS INDICATED LAP SPLICE EMBEDDED 'STANDARD 80" HOOK STANDARD 180° HOOK LINTEL PLAN BATE: .03!15!2017 DO REBAR SPLICE DETAIL S5 SCALE: 3/4" = 1._0.. 1/8 11=1 1-01' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLD Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. E70X 1�-� 5"x5"x318" THICK A36 STEEL BASE PLATE 2" SC H. 40 STEEL PIPE FILLED W12500 PSI CONCRETE. BOLLARD TO BE MIN. 3FT TALL 5"x5"x313"THICK A36 - STEEL BASE PLATE CONCRETE SLAB PER PLAN 1 TYP. 2" SCH. 40 STEEL PIPE FILLED' / 2600 PSI (1) #5 a@ TOP, BOTTOM w- CONCRETE. BOLLARD AND @ 24" O.C. TO BE MIN. 3 F TALL VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU Ln (4) 114" x 3-114" FILLED CELL 5„ SUP -R -STUD FASTENER S WI MI N. 1-112 EMBEDMENT SECTION AA INTO CONCRETE 4 ___j r ..,. ,+1114" BOLLARD DETAIL 314"= 1'-0" PLArJrI VIEW SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. 05 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). COPYRIGHT NICD 2014: The information contained in this document is copyrighted and is the exclusive property of NICNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OFUW1R & ASSOCIATES, LLC is strictly prohibited. 11 ►�J co W W LLi �° ®�°l✓� ®� co "C2 0 �o°• Z � ®" J am � •® \ o J Li 0 7 C C! 2 t � U M--1 kid '74.11 0 U- w A 0:1 C)U) t9�r� W ._.I z 0 r84 -J to 91 0 _..I W 04 W C) to W+ 0 W m z 0 �T- z 0 W LnQ 0000 Cq I— 0WZ J W rr_� W 0 0 0 H2P STRUCTURAL ENO: CFO J BAD DRAFTING: IN I -STRUCT: TNA QC CHECK: MRB JCB No. TM - 2170255 SCALE: AS INDICATED DATE: 0311612017 S6 0 (1) #5 @ TOP, BOTTOM (4) 114" x3-114" AND @ 24" O.C. 'VERTICALLY A A SUP -R -STUD BETWEEN FASTENERS WI MIN. COLUMN & MAIN 2-114" EMBEDMENT HOUSE CMU INTO CONCRETE BOLLARD DETAIL 314"= 1'-0" PLArJrI VIEW SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. 05 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). COPYRIGHT NICD 2014: The information contained in this document is copyrighted and is the exclusive property of NICNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OFUW1R & ASSOCIATES, LLC is strictly prohibited. 11 ►�J co W W LLi �° ®�°l✓� ®� co "C2 0 �o°• Z � ®" J am � •® \ o J Li 0 7 C C! 2 t � U M--1 kid '74.11 0 U- w A 0:1 C)U) t9�r� W ._.I z 0 r84 -J to 91 0 _..I W 04 W C) to W+ 0 W m z 0 �T- z 0 W LnQ 0000 Cq I— 0WZ J W rr_� W 0 0 0 H2P STRUCTURAL ENO: CFO J BAD DRAFTING: IN I -STRUCT: TNA QC CHECK: MRB JCB No. TM - 2170255 SCALE: AS INDICATED DATE: 0311612017 S6 (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER w FOUNDATION PLAN ,jkVARIES IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PAST DEEPEST STEP FLUSH w! FOUNDATION WALL SCHEDULE REQ'D MIN 4" BELOW LU CONC. SLAB PER (1) #5 CONT. w/ 1-1 f2" ¢ FOUNDATION PLAN COVER TYP. 10 9 01-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 21x4' CONC. SLAB PER CONCRETE SLAB PER FOUNDATION PLAN FOUNDATION PLAID w 2x PT SILL PLATE W LL 0. Ul Q. _j Li 4 41 d ;: d • _ _45o y.,¢' �• ,.. d' `.+A• `—III—JI OD I - -1 � I I I 1-1 i I — — — •a T1 J-=�,.1�_—_ I •{'`-=�-I1'1 I I—I I 16" w CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) 05 BARS CONT, w/ 311 COVER TYP.; AT 2 -STORY CON D. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE NON-BEARING SLAB STEP DOWNFO DOUBLE STEP FOOTING 2x BRG WALL PER H PLAN AND BEARING WALL SCHEDULE 1 n5, 2x P.T. SILL PLATE ' TNA SEE PLAN {. �,..•.. .• . .• • •` a QC CHECK: MRB F OD I la ' GRADE '` '`11'11`—',1`� O dk HI, y . a • GRADE Z Q. 0 CO DATE: 03/16/2017 NOT USED r • 1 IIw CO W all ❑ U_ > a (2) #5 BARS CONT. ' I I�= I COVER TYP. (2) #5 BARS CONT. CLEAN COMPACTED W13" ' C V RCLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY 1'-4" DENSITY 11.411 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w!(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS gFDO TYPICAL EXTERIOR FOOTING AF�0TYPICAL GARAGE CURB FOOTING IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PAST DEEPEST STEP FLUSH w! FOUNDATION WALL SCHEDULE REQ'D MIN 4" BELOW LU CONC. SLAB PER (1) #5 CONT. w/ 1-1 f2" ¢ FOUNDATION PLAN COVER TYP. 10 9 01-1/2" COVER TYP. CONC. SLAB PER FOUNDATION PLAN 21x4' CONC. SLAB PER CONCRETE SLAB PER FOUNDATION PLAN FOUNDATION PLAID w 2x PT SILL PLATE W LL 0. Ul Q. _j Li 4 41 d ;: d • _ _45o y.,¢' �• ,.. d' `.+A• `—III—JI OD I - -1 � I I I 1-1 i I — — — •a T1 J-=�,.1�_—_ I •{'`-=�-I1'1 I I—I I 16" w CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) 05 BARS CONT, w/ 311 COVER TYP.; AT 2 -STORY CON D. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE NON-BEARING SLAB STEP DOWNFO DOUBLE STEP FOOTING 2x BRG WALL PER H PLAN AND BEARING WALL SCHEDULE 1 n5, 2x P.T. SILL PLATE ' TNA -STRUCT: �,..•.. .• . .• • •` QC CHECK: MRB '` '`11'11`—',1`� O SCALE: AS INDICATED DATE: 03/16/2017 NOT USED SD1 W all ❑ (2) #5 BARS CONT. w/ 3"- CLEAN COMPACTED (2) #5 BARS CONT. w13" — CLEAN COMPACTED COVER TYP.; AT 8" s" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD 2 -STORY COND. (3} #5 DENSITY 1 2 -STORY CON D. (3} 45 DENSITY CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE El DENSITY W 1 FO BEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING 31411=1'_011J 31411=11-011 3/411=1'-011 ►�, f 3/4"=1'-0" 314"=1'-0" 3/4"=1'-0" ®®� � LL! OPT. MASONRYCURB '�....�1/co ®ooa:i� ELEV. 0'-0" w! (1) #5 °D �`® ',� --� VERIFY Wr DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D d ®, _ CONT. BAR u� •,�� STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w CO II SLOPED GROUT TO w s ,a. O, �C DRAIN � �,,,.�'� .� � ui OPTIONAL CURB BY 11 d .• '' : MASONRYWALL — • BUILDER ®® II MIN. 24 BEFORE a �� SEE PLAN ®®® O II CONC. SLAB PER 11 11 ANOTWER STEP ,• :; ,• I ®®® PR® 8 x12 TH ICKEN ED r `•�.1 . ; CONC. SLAB PER (1) #5 FROM FTG. TO®A®t�llll l0®r®®® m u. $„ CONC. SLAB PER FOUNDATION PLAN SLAB w/(1) #5 CONT. . , I .° I .•.:x . SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" FOUNDATION PLAN w13 COVER TYP. ` #5 CONT. PER MFG SPLICE GROUT CELL W ,..r y:� I r: REINFORCEMENT SEE SOLID PER PLANS I+' i; ,• %<, .. r'': GRADE w N. • a� �^' FOUNDATION PLAN •,►, ,,,.. ,�'' v 4 .:;;�",ur - � —.4 i �I;.xw._ }.:a W . ..•, ''�"�` �''a '•.A.r FOR QUANTITY %1. o W •`: "' a �I,� �,.1 COw�, '` THRESHOLD PER MFG i 1=1_ — �:� -,• .IIf at . , : #5 x 25" x 25" CORNER a ` : •• • '• 4. Orb m 1 —III- Lh —��— — _ _ _ •� a 4a, . •.' iI iI 1I . L• ' BAR, ONE FOR EA. a w.- o [/1 a . d.: • . III i 4 t • d w I I {t1 e tl ,- 1�1 �f �* N HORIZONTAL t� — ;d I I! 14"1 III= _I I I I I I Ig, - — I� ;I °' • 4 �., ,.. �# : CONC. SLAB PER w I I—I L—I .... I 1—III—I 11= zo I + _ I I " I - -�- " ' 4` {, . • : .. I •.: ' :. �' REBAR, TYP. U.N,O. FOUNDATION PLAN — — — — ' o r 41' _ __ I w >_.� : �,_ �r —1 I 1-1 :. _ — — — - -I.III- I ❑ , , �, i .: *W 81 Wi op -•1m �. ' , . I ._ .— — I w ` �o' I—�. -I I: ISI==1 ;I �� a I —117 -'+ (2) #5 BARS CONT. —I I—III—III I 1I— ' : a" •• .t ..... �. .. I I I '• : (2) #5 CONT. w/ T' SLOPE W13" COVER TYP.; t 1-4 O ,1 2 -STORY CONDITION 1 Il U (2) #5 CONT. w13'I I—I• ^III: COVER TYP. •,,.•y "'•: �'. 1 1-4 (2) #5 BARS CONT. , COVER TYP. _I I =1 I III --1 I I—I I I (2) #5 BENT BARS wl PER MFG �., SLOPE EXT. SURFACE WIDE FOOTING ARS W/ 20- q W/ 3" COVER TYP. 11 OR GRADE 114 PERL S CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN COMPACTED FOOT AWAY FROM WHERE 2ND STORY OCCURS, FTG FILL 9596 STANDARD BUILDING FILL (T 95% STANDARD p m SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY FILLER C FO FOOTING SHOWER AT MASONRY F© THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW} F1 EXTERIOR DOOR POURED SILL AR FOOTING AT INTERIOR BEARING WITH CMU 314"=1'-0" 3/4'1 1-011 3f4"=1'-011 3/411=11-011 314"=1'-011 3/4"=1'-0" #5 DOWEL Wf MIN. B" #5 CONTINUOUS ANCHOR PER BRG. z FILLED CELL PER PLAN WOOD POST PER PLAN --- CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN WALL SCHEDULE. IF 0 FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C. W/ 2 114" CURB REQ. ANCHOR r 11 11 SHALL HAVE 6 MIN. I r" C9 3!411 CONNECTION EPDXY c@ 12 0.C. MIN. 32 BEND INTO LU ------ SLAB EMBED, BELOW W ❑ o- cl TOP COURSE TO BE CONCRETE STAIRS AS BOTTOM OF CURB. 06 GARAGE CHAIR BLOCKS. REQ'D PER GRADE W1 CONCRETE SLAB PEROPT 6 PER (9 PI A --- J ENTIRE BASE TO BE MIN (1) #5 BAR @ PLAN MF04 S41o FILLED SOLID NOSING ADD #5 CONT. WHEN H' to � �+ r TOP VIEW _CORNER SEE ELEVATION STI RUPS REQUIRED 2x P.T. SILL PLATE 00 .0 CMU BASE w!(1)#5 ,••'.: •, 4+ • •• .; SEE 4 roc � No GARAGE WALL VERTICAL @ EACH " �'il�. _ _— 1111 :.�+'. �' `;. ;, . PLAN ..— = 11— . �. ... BEYOND CORNER. SEE FLR. ` CONC. SLAB PER PLAN FOR BASE SIZE a -�= . �` ' —I - �' #3 STIR RUPS ( 4$"�— •; �""� i I E `• �C FOUNDATION -"_ ; : �, z (2) #5 DIA. BARS TOP _ I r ; �. , z (2) #5 DIA. BARS TOP _ . I r ; j.. • . w ` O.C. WHEN MONO �' ": 1-- -- Q° �' Lu u DRIVEWAY BY ; d " '- ' „ .' d U PLAN BUILDER -CONCRETE a # I O ;.,' 11 — .. t I"- z [] WHEN MONO DEPTH I WHEN MONO DEPTH III_ , . , ' DEPTH EXCEEDS ++� _I OR PAVERS SEE FOUNDATION FOR ;� �- a[ EXCEEDS 26", IF =) I I�—I :� i- EXCEEDS 26", IF lJ1� �. �; O IF 11 t+'1 PAD SIZE '•;• .' DEPTH < 26" THESE I I I 1 • '`. ,• "• ,, DEPTH 26" THESE —III "�,• '. ,; ,,.. +... g �- 26 THESE S THAN �•.: •I •:; �' 15 314._ 1.: , ce w BARS ARE NOT REQ'D BARS ARE NOT REQ'D I . �Iw.■.I:�. I-- CONC. SLAB OR w x� .`.� : GRADE .: .'14r ""'..."'* .4 1GRA E STIRRUPS ARE NOT L' ', . �... * �,,� ::. �' — — _ W `�' w #3 STI RRU PS 48" _—III #3 STI RRU PS 4$" • ' REQ'D•' ' — — --'I I , W LL .A. • .: •: a PAVERS PER PLAN `.1. �.: ...I , aI�z III—I x ..i I I-1 I -L11= _ — F O.C. WHEN MONO O.C. WHEN MONO •. _ _ -- — _ _ 1, 1, • •* . '� CLEAN COMPACTED , 1 d . , DEPTH EXCEEDS 26", =1 I I I .d • '`•�" =1 I I I DEPTH EXCEEDS 26", I+.' • "�•"' �- ;� (3)#5 CONT. W13" MIN I .�.�1, 411 i I� I r$III, I I I•�•�-� 20 x$ I — — — s ; •.:t : IF DEPTH 26 THESE — d�•.• '�', b IF DEPTH < 2B THESE d� .. • r �t COVER ON CHAIRS — f!) —I FILL @ 95% STANDARD �`' '" IY BARS ARE NOT REQ'D ' I � f � ') BARS ARE NOT REQ'D it —' I I SEE PLAN F RST IR INFO. IF _ _ 1 THICKENED �� — a EDGE WI 2 #5 I I -III—1 I I I DENSITY _I — •� `'a ..• " — 111_ I ��- CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & (} ° �— L � �'�' �r� ` (2} #5 BARS CONT. Wf -�-�I I=III CLEAN COMPACTED (2) #5 BARS CONT. W! —I I—� LI, : , CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @ EACH STEP, CONTINUOUS 1-8 3 COVER TYP. CLEAN COMPACTED -.� �•.', * : " • `' ' = 1, 1'-4" FILL (� 95% STANDARD 311 COINER TYP. III -1111— — FILL 95°�6 STANDARD DENSITY &TERMITE DRILL AND EPDXY (2) 12" LONG #5 BARS FILL 95% STANDARD — 3 COVER TYP. DENSITY — DENSITY — DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS F1 THICKENED EDGE a(7 GARAGE DOOR IFAF11 FOOTING ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING F^ DEEP MONOLITHIC FOOTING WI STAIR AF2N DEEP MONO INTERIOR STEP DOWN m 314"=1'-0" 3/411 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 z 00 TOP (2) #5 x 4'1 F - CENTERED AT PIPE PVC OR SCH40 SLEEVE PEN TRATION Z J Q Uj 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CONC, SLAB PER FINISH PER ELEV. CENTERED AT PIPE FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I I O FINISH FLOOR ELEV. "I I e,:.•.,• ,,, ;.. ,. '•' ' . '''' ..' —T 44 FINISH FLOOR ` �*' !—7-"-III- J�+m PENETRATING _IM W PEPENETRATING PIPE11: 0 ;+'`' ""RADE SEE FDN. wL ' _ PLAN FOR + — ;+� '.:.r y. }y :.�4 �• - �• LOOP TIE (TYP.) o —� .. e; :e CL ,', :I 1 I I 1 III— III=III=I I� PIPE PERPENDICULAR TO FND — — ___ _ - 5 :. : �... _ — III .�,IL—I TOP (2) #5 x 41-011 PVC SLEEVE MIN. I ,—II 1-11 I—I 1 1— Ili _ FOOTING PER PLAN j a .. I 11— — _ I I CENTERED AT PIPE PVC OR SCH40 SLEEVE STRUCTURAL ENG: CFG /BAD DIAMETER TO BE 2 -I — - III=1 1 I III 1 I—I 1—I 1 I PENETRATION DRAFTING: CLEAN COMPACTED PIPE SIZES LARGER FOOTING PER PLAN — I I—I 1I- 1'HAN THE FILL (c 95% STANDARD -I I I� SEE FDN PLAN 4 , d '. a PENETRATING PIPE !SIDE VIEW DENSITY �— FRONT VIE PVC SLEEVE —1 I _ & REINF: PIPE VERTICAL THRU FDN I1 I ! • A A d /IAEA TYPICAL FOUNDATION PENETRATIONS 3/4'1 1-011 PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expres sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TNA -STRUCT: QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03/16/2017 NOT USED SD1 sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU > i1 Laft w +1) ENTIRE COLUMN TO BE GROUT FILLED w U.N.O. 't* • a '.+Ilk OF OPENING (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 2x6x12 P.T. CENTER TYPICAL TIE BEAM w! 3000 psi HOOK BUCK SEE PLAN FOR WALL CONC. w/(1) #5 REBAR CONT. 3/8" DIA. ANCHOR FRAMING INFO = , .- - .• CENTERED STD HOOK BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM WALL SCHEDULE *4 FURRING TO CMU W/ 2x FRAMING PER F, PLAN (1)#5 BAR IN PRECAST + () 3 . -B I MIN. 2x4 SPF #2 KNEE (1) #5 VERTICAL IN LINTEL 5-112" EMBED: AT EA. THREADED ROD PER C (4) EQ. SPACED ? TITEN HD ANCHORS wl GROUT FILLED CELL (IF :. TYPICAL FILLED CELL DOOR BRACKET, EA. SIDE OF DOOR. PLANS. MIN. 6" FROM END OF BRG. WALL( MIN. 1 ""EMBEDMENT FOR HOLLOW GARAGE WALL J co C7 4 w/ 3000 psi CONC. w/(1) (2) #5's VERTICAL IN BLOCK OR 3 1f2" EMBEDMENT FOR SOLID • BEYOND THICK WASHER WI EA. #5 REBAR VERT. GROUT FILLED CELL NOTE: SEE MD08 ON SIDES FROM TOP OF ANCHOR. (1st BOLT TO r) 06 A VERIFY w/ PLAN FOR LINTEL PLAN FOR "� BE 8" MAX. ABV. CURB, BASE PLATE 11 FROM TOP AND BOTTOM AND 12" O.C. i REQ'D LOCATIONS BEAM. ATTACHED PER REST EQ. SPACED CONNECTION PER BRG 2x6 P.T. BUCK EACH V16d NAILS @ 16" O C NAILING SCHEDULE -24" O.C.) WALL SCHEDULE NAILING SCHEDULE SIDE OF OPENING TO TOP CHORDS OF TRUSSES BELOW WHEN O OTHER STUD TO ca PT BASE PLATE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS CMU WALL PER PLAN DOUBLE TOP PLATE Q 5 !8" DIA J OLT W/ BELOWAND CONNECT w/ HTS20 @ 32" O.C. NOTE: THIS DETAIL APPLIES TOTHE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL VERTICAL REINFORCEMENT DETAIL 4 ❑D GARAGE BUCK DETAIL fiDD BEARING( SHEARWALL CONNECTION TO CMU PRECAST LINTEL PER PLAN MASONRY WALL ---� SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7116" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TC SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=V-0" 1/2"=V-0" 3/4"=1'-0" NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SEE TYPICAL HEADER P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKINGj' 7116" O.S.B. EA. SIDE FRAMING DETAILS FOR AROUND CURVE. MIN. ADDITONAL 2 TAPCON ANCHORS IN PER 2x8 :sr (HEADER CAN BE EITHER UPSET OR DOWNSET) 2x BLK'G. TO O.S.B. W/ 2x W/ (2)16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END EACH END HEADER PER r" "- ,r,.'" LOCATION END VIEW w1 CMU NAILS (TYP.) ON ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SH EATH IP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP! BASE ARE REG 2x BLOCKING MIN 2x4 STUD: OIC 2x P.T. PLATE 1!2" x 8" A.B. 01 HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. 6`F1 KNEEWALL ABOVE MASONRY WALL _,..� HEADER (SEE PLAP 7116" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w1 WOOD 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2)16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKETAS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D WATERPROOFING BY BUILDER 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE --- + () 3 . -B Zlt MIN. 2x4 SPF #2 KNEE (1) #5 VERTICAL IN LU ,� i 5-112" EMBED: AT EA. THREADED ROD PER C (4) EQ. SPACED ? TITEN HD ANCHORS wl GROUT FILLED CELL (IF �'� I DOOR BRACKET, EA. SIDE OF DOOR. PLANS. MIN. 6" FROM END OF BRG. WALL( MIN. 1 ""EMBEDMENT FOR HOLLOW REQ'D PER PLAN) J co C7 PROVIDE 1-1f2 " x 3116" MASONRY WALL BLOCK OR 3 1f2" EMBEDMENT FOR SOLID Fo C) W m THICK WASHER WI EA. I BLOCK. MAX. 6 FROM TOP AND BOTTOM NOTE: SEE MD08 ON SIDES FROM TOP OF ANCHOR. (1st BOLT TO r) 06 OR 1/4" TAPCON W! MIN. 2" EMBEDMENT 6" LINTEL PLAN FOR "� BE 8" MAX. ABV. CURB, BASE PLATE 11 FROM TOP AND BOTTOM AND 12" O.C. i ADDITT REBAR INFO BEAM. ATTACHED PER REST EQ. SPACED CONNECTION PER BRG BETWEEN V16d NAILS @ 16" O C NAILING SCHEDULE -24" O.C.) WALL SCHEDULE NAILING SCHEDULE D TO TOP CHORDS OF TRUSSES BELOW WHEN O OTHER STUD TO NAILING SCHED. PT BASE PLATE VERTICAL REINFORCEMENT DETAIL 4 ❑D GARAGE BUCK DETAIL fiDD BEARING( SHEARWALL CONNECTION TO CMU PRECAST LINTEL PER PLAN MASONRY WALL ---� SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7116" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TC SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=V-0" 1/2"=V-0" 3/4"=1'-0" NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SEE TYPICAL HEADER P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKINGj' 7116" O.S.B. EA. SIDE FRAMING DETAILS FOR AROUND CURVE. MIN. ADDITONAL 2 TAPCON ANCHORS IN PER 2x8 :sr (HEADER CAN BE EITHER UPSET OR DOWNSET) 2x BLK'G. TO O.S.B. W/ 2x W/ (2)16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END EACH END HEADER PER r" "- ,r,.'" LOCATION END VIEW w1 CMU NAILS (TYP.) ON ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SH EATH IP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP! BASE ARE REG 2x BLOCKING MIN 2x4 STUD: OIC 2x P.T. PLATE 1!2" x 8" A.B. 01 HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. 6`F1 KNEEWALL ABOVE MASONRY WALL _,..� HEADER (SEE PLAP 7116" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w1 WOOD 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2)16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKETAS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D WATERPROOFING BY BUILDER 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE --- "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS "x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FD KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF AIC IS SUSPENDED CHORD WITH (4)10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BYA1C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3)10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAI LED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE wf EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOMCHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS BD1 A1C IN TRUSSES 314"=1'-0" SEE PLAN I------------, A/C UNIT AND PAN MIN, 24" BY SUPPLIER � MAX 48" I I— — _ — — .._. ,- .—. —i BLOCKING UNDER A/C SUPPORTS KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN FASTEN PT 2x BUCK ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16"' x 3112" 12" O.C. 1 3/16" x 31/2" 2x8 3116" x 3112" 12" O.C. 2 TO MASON RY NOTES: 1. 1x OR 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (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" O.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 DOORANINDOW MANUFACTURER'S WRITTEN MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS READ 112" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM -- PLATE PRECAST LINTEL OR KNOCK OUT COURSE MASONRY WALL BUILDER FRAME RADIUS AS REQ'D 314"=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°) WI (3)12d NAILS TO RAT RUNS. TYP EACH SIDE MIN. 24° CONDENSATE MAX 48" DISPOSAL, BY A/C SUPPLIER ----- CONNECTION TO BE SUPPLIED BYA/C ImtCOMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END W sig w STRUCTURAL a®®® ®®�®®®® o SHEATHING ®®.® ®•®.®® ®�®® = Z TYP, TRUSS TO FRAME �® ;°, s •®��i� a CONNECTION PER 1 LL STD. CONNECTOR LU �U_ 2 Z p NOTES = .to c. FRAME OUT TO BLOCK ®".. k"® `® O EDGE CCI LL Pip (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN 0 FOR BEAM SIZE (ONLY IF OPENING PROVIDED wQ PER PLAN) MIN. 2x4 SPF#2 KNEE r c4 WALL w/ STUDS @ 16" z O.C. w/ STRUCTURAL a SHEATHING FROM 0 TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE O vS OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS�� AT BASE ARE REQ'D O KNEEWALL OVER MASONRY WALL RE. ELEV'. FOR O.H. MIN. 2x4 SPF #2 KNEE LL! Zlt MIN. 2x4 SPF #2 KNEE 0 0 WALL WITH STUDS @ A 2x STUDS 16" O.C. FOR KNEE WALL �.- PRE -MANUFACTURED FLUE PER MANUF. SPECS W/ 2" MIN. WALL WITH STUDS @ x4 SPF CONT. 16" O.C. Wf CHIMNEY CAP I (2) 2x #2 SYP SEE PLAN 16" O.C. W! (LOCKING ATTACH TO STRUCTURAL F FOR BEAM SIZE STRUCTURAL Fo SHEATHING ON BOTH ROOF SHEATHING FOR STRAP I SHEATHING ON BOTH A6" OSB W/(2) 8d SIDES FROM TOP OF r) 06 SIDES FROM TOP OF IAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER EXT. SHEATHING RADIUS AS REQ'D BEAM. ATTACHED PER V16d NAILS @ 16" O C NAILING SCHEDULE SPH4 EVERY ATTACHED PER NAILING SCHEDULE "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS "x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FD KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF AIC IS SUSPENDED CHORD WITH (4)10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BYA1C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3)10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAI LED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE wf EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOMCHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS BD1 A1C IN TRUSSES 314"=1'-0" SEE PLAN I------------, A/C UNIT AND PAN MIN, 24" BY SUPPLIER � MAX 48" I I— — _ — — .._. ,- .—. —i BLOCKING UNDER A/C SUPPORTS KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN FASTEN PT 2x BUCK ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16"' x 3112" 12" O.C. 1 3/16" x 31/2" 2x8 3116" x 3112" 12" O.C. 2 TO MASON RY NOTES: 1. 1x OR 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (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" O.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 DOORANINDOW MANUFACTURER'S WRITTEN MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS READ 112" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM -- PLATE PRECAST LINTEL OR KNOCK OUT COURSE MASONRY WALL BUILDER FRAME RADIUS AS REQ'D 314"=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°) WI (3)12d NAILS TO RAT RUNS. TYP EACH SIDE MIN. 24° CONDENSATE MAX 48" DISPOSAL, BY A/C SUPPLIER ----- CONNECTION TO BE SUPPLIED BYA/C ImtCOMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END W sig w STRUCTURAL a®®® ®®�®®®® o SHEATHING ®®.® ®•®.®® ®�®® = Z TYP, TRUSS TO FRAME �® ;°, s •®��i� a CONNECTION PER 1 LL STD. CONNECTOR LU �U_ 2 Z p NOTES = .to c. FRAME OUT TO BLOCK ®".. k"® `® O EDGE CCI LL Pip (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN 0 FOR BEAM SIZE (ONLY IF OPENING PROVIDED wQ PER PLAN) MIN. 2x4 SPF#2 KNEE r c4 WALL w/ STUDS @ 16" z O.C. w/ STRUCTURAL a SHEATHING FROM 0 TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE O vS OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS�� AT BASE ARE REQ'D O KNEEWALL OVER MASONRY WALL RE. ELEV'. FOR O.H. 314"=1'-0" 0,caae 09 F LL! Zlt /ANUFACTURED 0 0 rr� VJ A 2x STUDS 16" O.C. FOR KNEE WALL �.- PRE -MANUFACTURED FLUE PER MANUF. SPECS W/ 2" MIN. 0 a a X a E ��n CHIMNEY CAP ©vim F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEYMIIN. CLEAR BETWEEN FLUE &FRAME Fo B ROOF SHEATHING FOR STRAP � 2"-0" ABOVE POINT r) 06 -2. ,,..•-'"'�-�'�� WITHIN 10-0 OF THE GALVANIZED FLASHING V CONT. ROOF SHEATHING NAIL PER PLAN � NEAREST ROOF EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D SPH4 EVERY ATTACHED PER D TO TOP CHORDS OF TRUSSES BELOW WHEN O OTHER STUD TO NAILING SCHED. GROUT SOLID BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE Q BELOWAND CONNECT w/ HTS20 @ 32" O.C. ---- 2x4 FRAMED CRICKET 00 N W 2x4 VERTICAL @ 24" -"� "� W/ GALVANIZED �.,i19t PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4)10dw--•-�""�- � FLASHING a NAILS TO BOTTOM H A CHORD & (3} 10d NAILS FLOOR PLAN A F J � 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE • F:• 1 FRAMING DETAIL ° IF WALL HEIGHT IS (4) 16d COMMONS • .• yr. B DOUBLE TOP PLATE �; B BETWEEN 4F7 & 8FT * a USE 2x6 SYP #2 STUDS NAILED @EACH END CONC. SLAB- •" • PRECAST CONC. OR I * w SEE FOUNDATION R SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/(2) PLAN FOR MORE INFO r = C RAFTER TYP. @ ALL WINDOWS NAILED TO VERTICAL O 00 �N 2x4 BLOCKING W/ (2) 2x4's E COMMON TRUSS PER PLAN OR CONV. FRAMING wlJ STRUCTURAL SHEATHING PER PLAN AND ROOF E 16d COMMONS END NAILED TO VERTICAL SEE FOUNDATION FINISH PER ARCHSFIN G 2x4's + DETAILS FOR FTG INFO G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 314" CDX SHEATHING HEADER 0 J NAILED @ 6" O.C. STAGGERED C) J 314"=1'-0" 0,caae 09 F LL! Zlt 0 0 rr� VJ 94 51 0 4 U 0 a a X a E ��n Z ©vim _ CD _ SEE ARCH PLANS FOR UN r) 06 -2. W 0 1,9 1 Ma�R TYP. SINGLE TIE -BEAM PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION IN FO SEE ELEVATION Z 0,caae 09 F LL! Zlt 0 0 94 51 0 4 U 0 a a X a E ��n Z ©vim _ TOP OF MASONRY LL! W _ _ SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID ca Q z/� 00 N W �.,i19t a WINDOW PER H - FLOOR PLAN Z J O 1 ° D 4 LLI • PRECAST CONC. OR I w a R POWERS STEEL SILL W Lf) O TYP. @ ALL WINDOWS O 00 O EXT FINISH PER PLAN 0 J C) J W U_ O [ H = �" MAIN FLOOR 0 ELEV 0"-0" - VERT REINF. BEYOND STRUCTURAL ENG: CFG / BAD DRAFTING: - MASONRY WALL PER -STRUCT: TNA QC CHECK: MRB PLAN JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03115/2017 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOWOPENING IFREQ'DMD CHIMNEY FRAMING DETAIL SD TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.. CC7PYRIGHT MCD 20"14: The information contained in this document is copyrighted and is the exclusive property of MC3NTA C(]NSULTING &DESIGN, CF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of M�JNTA CC]NSULTING & DESIGN, DF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" SD2 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 TRUSS DOUBLE 2x TOP PLATE 1 1 11 FASTEN SIDE WALL SHEATHING PER PLAN. (5)16d NAILS BRACE TO BLOCKING EXT. SHEATH IN G; I I I ATTACH PER PLAN FRAME WALL CONNECTION 314„=V-0" 2x4 BLOC KING @ EA. ROOF SHEATHING PER OUTLOOKER (MAK. ROOF SHEATHING 2'-0'" MAX PLAN SPAN T-0") wl (2)16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. wl (2)16d END NAILS TO TRUSS TRUSS PER PLAN I I I I NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILINGNAILERAS - , REQ D 2x8 #2 S PF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)164 NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAD. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE — TO EA. ADJ. DIAL. FASTEN TO DIAD. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + U P TO 4'-8" NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE T-0" < H d 91-4" (2) 2x4 BRACE (SEE SECTION A -A) FOR ADDITIONAL INFO AS REQ'D STRONGBACK W/ (1) 2x4 BRACE 144" -� H_18'-8" SIMPSON A23 @ EACH A35 DIAGONAL TO BAY R EQ'D w/ — 2x FASCIA w (2)16d DM MON TRUSS BRACE TO PLATE TRUSS BOT: CHORD DTC CLIP, (2) 8d NAILS END NAILS @ EA. CHART 2x4 #2 SYP P.T. ECT TO DROP — 3114" HOLD BLOCKING, (4) 8d 112" J- BOLTS w/ SEE CHART (2)16d TOE NAILS '-0' O.H. x STRONGBACK IF REQ'D PT 2x8 PLT., CANT. FOR W/ (2) 12d END NAILS WASHERS (MIN. 7" PER CHART W — HOLD WALL 3-112" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP 92 BRACING @ A A 9)24"O.C. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM TRUSS PER PLAN GABLE END TO EA. ADJ. DIAD. MAX. ATTACHMENT w/ (3)1Odw `*. PER PLAN. 16d NAILS. O TOENAILS EA. END 0 TRUSS PER PLAN PROVIDE 16d NAILS ;D (1) KING STUD w/ SIMPS. GABLE END TRUSS TO3 PLT.@12" O.C. MAX. he 2x TOP PLATE TO II ATTACH PER PLAN LSTA18 HEADER TO GABLE END W/ 16d I p D NAILS @ 6 O.G. FRAMING FOR FALSE FROM TOP OF WALL STUDS TYP. BASE L CMU WALL OR LINTEL .`. ' HGAIOKT BELOW @ 32" O.C. BEAM, IF REQ'D w1(3) 1 Od NAILS @ EA. TRUSS — TO BOTTOM CONNECTION BRACE TIE BEAM COURSE w/(1) 2x4 STUDS @ 24" O.C. wl #5 CONT. SINGLE BASE & TOP ,. PLATE w/ PLYWOOD FAL E SM PER PLAN 16" O.C. — 112" x 8" J -BOLT @ 32" SHEATHING COVERING IF REO'D % DTC CLIP, (2) 8d NAILS CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** CE"O GABLE END @, FLAT CEILING CONNECTIONS MASONRY WALL OR—�"''�� 2x8 #2 SYP PT. BASE 314„=V-0" 2x4 BLOC KING @ EA. ROOF SHEATHING PER OUTLOOKER (MAK. ROOF SHEATHING 2'-0'" MAX PLAN SPAN T-0") wl (2)16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. wl (2)16d END NAILS TO TRUSS TRUSS PER PLAN I I I I NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP PLATE CEILINGNAILERAS - , REQ D 2x8 #2 S PF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)164 NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAD. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE — TO EA. ADJ. DIAL. FASTEN TO DIAD. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + U P TO 4'-8" NO BRACE REQUIRED 4'4" < H 6 7'-0" (1) 2x4 BRACE T-0" < H d 91-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H&14'-0" STRONGBACK W/ (1) 2x4 BRACE 144" -� H_18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D WHERE D.H. IS > V-0", DROP GABLES wl OUTLDOKERS @ 24" D.C. 1'-0" MAIC PLYOOD CANT. D.H. 2x4 BLOCKS, (2) 16t' TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWI H2.5 CLIP. MAX T-0" O.H. FASTEN ROOF SH EATHING TO BLOCKS w/8d NAILS @ 6" O.C. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 1 Od NAILS SEE CHART. 1 Od 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 10d COMMON NAILS @ 8" O.C. R GABLE END BRACING 314"=1'-0" — PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2)1 -- (2)16d NAILS PLT. TO NAILS, TOENAILED 45° N-1 STUD TOP & BOTTOM CONT. 2x4 EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS.PER 2x4 DIAGONAL BRACE JOKERS @ 24" PLAN @ 46" O.C. TO 3RD O RUN BACK TO TRUSS PER PLAN BAY R EQ'D w/ — 2x FASCIA w (2)16d DM MON TRUSS STRONGBACK, SEE DTC CLIP, (2) 8d NAILS END NAILS @ EA. CHART 2x4 #2 SYP P.T. ECT TO DROP — GABLE BRACING (+) BLOCKING, (4) 8d OUTLOOKER SEE CHART (2)16d TOE NAILS '-0' O.H. x STRONGBACK IF REQ'D — SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER PER CHART W — HOLD WALL 3-112" (5) 16d NAILS BRAC QTO BLOCKING A A 9)24"O.C. DOUBLE TOP PLATE PROVIDE 2x4 BRAC TRUSS PER PLAN GABLE END TO EA. ADJ. DIAD. SHEATHING FASTEN FASTEN TO DIAG.w) `*. PER PLAN. 16d NAILS. N-1 STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS.PER JOKERS @ 24" PLAN TO STUD) O RUN BACK TO TRUSS PER PLAN — 2x FASCIA w (2)16d DM MON TRUSS DTC CLIP, (2) 8d NAILS END NAILS @ EA. 2x4 #2 SYP P.T. ECT TO DROP — -//--INTO BLOCKING, (4) 8d OUTLOOKER BLOCKING @ 24" O.C. (2)16d TOE NAILS '-0' O.H. NAILS INTO TOP PLATE — SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER W — HOLD WALL 3-112" @ EACH END 2x4 DOWN FOR 9)24"O.C. DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W! (2) Bpd FHING FASTEN — HEADER PER PLAN IF LAN W NAILS @EACH WEB REQ'D. MIN (1) JACK &EXTERIOR TRUSS PER PLAN SHEATHING. (1) KING STUD w/ SIMPS. ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE w TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT — SHEATHING PER PLAN ,. 16" O.C. — 112" x 8" J -BOLT @ 32" % DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR—�"''�� 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE WI 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN @ 32" O.C. & HD CENTERED BETWEEN 6" FROM EACH END FRAME CMU SEE WALL SPLIDCE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 1 Od COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD WIA35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAx. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"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 "'"?I RSON DTC, (2) 80 ILS INTO BLOCKING, 8d NAILS TO TOP kTE USS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3116" x 2 314 TAPCONS IN CMU. OR SIMPSON `---- 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2)1.2d END NAILS @ EACH END. WALL SHEATHING PER ..`. LAY 2x4 BLOCKING PLAN LINTEL PER PLANOVER THE TOP OF THE :•, BOTTOM CHORD. 2x WALL, SEE PLAN •t ATTACH W/ (2)1 Od NAILS @ EACH TRUSS STD CONDITION @FRAME WALL BEARING CONDITION AT24" WALL NON-BEARING WALL CLIP DETAIL W c[ I-HING PER PLAN ❑ .E Q.H. IS a V-0", END GABLE wl JOKERS @ 24" z O RUN BACK TO O DM MON TRUSS ,3)124 TOENAILS. 0.. ECT TO DROP — WITH H2.5 CLIP. '-0' O.H. W 2x4 9)24"O.C. END FHING FASTEN LAN W E AS REQ'D 1 ON H 10A D IAG. \, ®®®N®►e®®®�®®®®® CL T Ui ®s GABLE BRACING @48" `"�•-- PROVIDE 2x BLOCKING �00C®4 ®��2 O.C. MAX. 45° FROM FOR NAILING �� 0 o_®®� ®� _Cj HORIZONTAL (+/- 10°)CQ 0 rc® q t...w < BRACE NOT REQUIRED `',.�� ®®; �® ®� w V FROM EAVES. TRUSS PER PLAN ® °®® ca ?<®w* �m Q SEE PLAN FOR ®�®� ®®pR®®`�.a m u. SUPPORT AND TIE IllllO�o®® DOWN OF JACK PROVIDE BLOCKING TRUSSES 1\7 BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 is 4 BAYS SEE GABLE WALL PER PLAN �+Q� CONNECTION DETAIL C> co FOR REQ'D (FRAME WALL SHOWN; Jj 't CONNECTIONS MAY ALSO BE U 6 MASONRY) , Z 6 ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** ZO ! -+ 60k GABLE END @ FLAT CEILING w1 BOSTON HIP 314"=1'-0° (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. J CD OUTLOOKER OR CONY, FRAME OR LU �' HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER n SEE HEADER CANTILEVER PLAN 06 SCHEDULE &NOTESW (D 04 N Q � .q FOR ADDTT INFO. ��--++�� z A e SIMPSON LSTA12 OR LJ 0 SP4 CONNECTORS @ 24"'o.c. IF HEADER WITH GABLE TRUSS �,.� a R ° UPLIFT SPAN 4'-6" OR Z l8 MORE. EXT. SHEATHING;14 0 ATTACH PER NAILING c z a o 2x DOWNFRAME TO SCHED. W< itn I DOOR AS REQ'D (2) 16d NAILS TO EA. fi�rr COMMON TRUSS Z Z 0 1= Uj 32" O.C. GABLE TRUSS w ' � W I I 1/2" THREADED RODTO MASONRY. AT MAIN SPAN ROOF w I I EA. SIDE OF HEADER WOOD WALL TRUSS co ...,,,..,■ (CENTERED wfin TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6 FROM JAMB LSTAI8 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB LAN ONLY REQ'D @ BRG FOR ©OD OR WALL W/ UPLIFT MASONRY . EO GABLE END AT VALLEY FRAMING ap a 314"=1'-0" z. ( I HEADER STUDS PER I HEADER SCHEDULEr U.N.O.ON PLANS! ow".� 0 4 W I%% O I ATTACH JAMB STUDS 13R �� I PER WF08lSD40 � 0 LSC � � 0 -- H J W W U a [ 0 = P.T BASE PLATE O �. F... X NOTE: CONTRACTOR TO NAIL 1 st KING STUD INTO HEADER PER HEADER SCHED. THEN STRUCTURAL ENC: CFG /BAD ATTACH ADD ITT KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR sTRUCT: TNA NUMBER OF KING AND JACK STUDS REQ'D. QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03/16/2017 '_'_""'� 1/2"=V-0" 314"=1'-0" IF 1/2"=V-0"' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited 9 rNOTE: PIPE OR DUCT W/ (2)10d NAILS @ 3" O.C. PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE BE AT LEAST V-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12)16d ` •' NAILS TYP. TOP &BOT. • ATTACH 2x4 STU DS TO —•-.._ • .•-- (2)10d NAILS @ 3 O.C. TOP PLATE W/(3)12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT • .-�"'� THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. .• OTHERWISE 2x4 WALL BEYOND . AGAINST 2x8 STUDS ATTACHED PER (VIIF081SD3) TOP SPLICE @ •• DOUBLE 2X4 TOP PLATE •' ATTACH 2x8 STUDS TO — • TOP PLATE W! (4) 12d ATTACH 2x4 STUDS TO •, TOE -NAILS TYPICAL TOP PLATE W/ (3)12d AT ALL LOCATION TOE -NAILS TYPICAL AT • DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 2x8 TO PAD OUT PANEL WI (2)1 Od NAIL. TOP PLATE. ATTACH @ 8" O.C. (FOLLOW W/ (2)1 Od NAILS 3" O.C. NAILING (SOLID BLOCK W1 2x6) REQUIREMENTS THIS (2) 2x COLUMN DETAIL FOR ALL TOP TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) PLATE SPLICE FO BUILT-UP STUD COLUMN LOCATIONS) @ SYP #2 LEDGER W/ (2) ~� NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 314" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 6 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +1- 114" 1" EDGE y 1 1/2" EDGE T'f 10d x 3" COMMON -- . ❑ 21/2" z 1 1/2" w N r N 'PLATE 10d x 3" COMMON 0PP. SIDE z _,., PLATE ,O TO EACH PLY OF BUILT a I I I UP COLUMN BELOW W1 (2)10d NAILS °D 0o N 10d x 3" COMM( 2 1/2" EDGE C7 z co ALL LOCATION BOTTOM SPLICE OVER TOP SPLICE----�/� DOUBLE 2x8 TOP — TOP PLATE CORNER TRANSITION INFO 10d x 3" COMMON I I OPP. SIDE STUD PLATE -I-1— — --TI— (2) 2x4's (2) 2x6's (2) 2(8's w = M IIII 11 II IIII (2) 2x COLUMN F0 TYPICAL TOP PLATE SPLICE BRG. WALL 6 TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) O FO BUILT-UP STUD COLUMN DETAIL @ SYP #2 LEDGER W/ (2) ~� TYPICAL 11JL=_IL 3/4"=1'-0" ILI.��ll==11.==1L MORE INFO & °U. w1(2)16d END NAILS 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 2 SHEATHING PER PLAN 3!8 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER BEYOND INSTALLED VERTICALLY. 7" ( NAIL SHEATHING AT FRAME WALL BOTTOM PLATE SCHEDULE FLOOR SYSTEM s ,1 z AND AT FLOOR TRUSS TOP &BOTTOM PLATES USING DESIGNED FOR ---- — _ — v t9 J T (1) ROW OF 8d COMMON NAILS @ 3" O.C. W= NAIL SPACING CUT TO FIT I EDGE DISTANCE PER Vtf1L INSIDE PLY NAILS NAILED AT 8" OIG STAGGERED. OUTSIDE NAILS NAILED AT On 0/0. OUTSIDE 2X's (3+) 2x COLUMN 11 11 11 VJ (� i a s u NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON Off` s0 Off. S ROOF SHEATHING, w i3 NAILS (� 3" O.C. 1!2" A ,� F���O ' O FASTEN PER EAR P AN � N� 'T C T �'t'' FASTEN PER PLAN InI 11 I — II 6414111111 II II a va COIMMON NAILS PER 3ME0TC R w1(2) ROWS OF Bd 1/2-1 Th'op Th'pII '4�SS III II ( II II WALL SHEATHING a z D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — " ° Oy 0 SPLICE, SEE SPLICE. 2x4 FRAMING � 24" III III II II I --• EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 118 g 11 III OPENING III II II II SPACE BETWEEN b -i W STAGGER ALL VERT. PANEL JOINTS &NAIL Wf 8d O.C. MAX. PROVIDE (4)10d x 3" III III 4 II PANELS = � � DOUBLE NAIL EDGE SPACING 2x SCAB wl 10d NAILS cn COMMON NAILS @ 3 O.C. III 3 II I II II co Co (D PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING (� 4 O.C. PROVIDE (4)10d x3 NAILS AT JOINT PER -ENG TRUSSES • NAILS AT JOINT 2x SCAB w! 10d NAILS III TYP. III II II II HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ - ARp UND 2x STUDS BEYOND, �'' TOP &BOTTOM SHEATHING SPLICE, STUD PER PLAN �r .�•, ( 4" O.C. III OPENING III 1I II II ,� „ SEE PLAN FOR MORE n7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION III III II II II �. PER ENG TRUSSES SHEATHING& 3/4"=1'-0" GYPSUM WALLBOARD INFO 2x FASCIA � III -I-1— — --TI— III II II I 16" O.C. MAX.; w = M IIII 11 II IIII II II II I1 II II (2) 8d TOE NAILS JOINT, MAX, 1/8" GAP --�"" O IIII I I II IIII PER PLAN SYP #2 LEDGER W/ (2) ~� o 11JL=_IL 12 12" O.C. ILI.��ll==11.==1L MORE INFO & °U. w1(2)16d END NAILS NAILING PER ' 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER N2 2x4 LEDGER Wf (2)16d NAILS @ 16" O.C. SCHEDULE FLOOR SYSTEM s O.C. LL 0 DESIGNED FOR ---- — 12d NAILS @ EACH EN D W CUT TO FIT 1 2x BOTTOM PLATE ge OPENING SIZE BEYOND SEE PLAN O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION SHEATHING DIAGRAM CONDITION @FRAME WALL 6FI"EXTERIOR SHEATHING SCHEDULE F1 TYPICAL SCAB OVERHANG 2x12 BOX HDR w12x8's 314"=1'-0" NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF SHEATHING& 3/4"=1'-0" GYPSUM WALLBOARD PER PLAN ''�' . 2x FASCIA PER PLAN 2x4 SYP #2 LEDGER. 2x FASCIA BLOCKING 16" O.C. MAX.; 7 CMU WALL PER PLAN • "'' ( 2) 8d TOE NAILS TO TRUSS CONNECTION NAIL PER PLAN (2) 8d TOE NAILS JOINT, MAX, 1/8" GAP --�"" SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR LEDGER PER PLAN SYP #2 LEDGER W/ (2) TO LEDGER 1/4" x 2 314" TAPCONS Al DOUBLE TOP PLATE 12 12" O.C. 2x4 PT LEDGER WI MORE INFO & MORE INFO & w1(2)16d END NAILS NAILING PER ' 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER SYP#2 LEDGER w11/4" 2x4 LEDGER Wf (2)16d NAILS @ 16" O.C. SCHEDULE EACH END s O.C. PLAN DESIGNED FOR 2x4 BLOCKING PLACED 12d NAILS @ EACH EN D SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d ge O.H. SIZE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @FRAME WALL F1 TYPICAL SCAB OVERHANG 2x12 BOX HDR w12x8's NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 1 REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 314"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT, BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5)10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 518" THREADED ROD tire/ NUT SET IN ADHESIVE II s SEE FOUNDATION �.• • •• II �' PLAN FOR ADDITIONAL , II %W 4, .U,_, aINFO SIDE VIEW @ BASE OF POST W CORNER COLUMN FRAMING 3/4"=1'-0" SEE ROOF SHEATHING, STU DS w/ (2) 114" X 4%? 2x4 SYP #2 LEDGER. SIMPS. SDS SCREWS @ (4)10d NAILS FOR 16" O.C. MAX.; 7 TO GABLE END STUDS v EXTERIOR WALL/TRUSS PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. POCKET SGD SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF BLOCKING @24" O.C. BUILDER SYP #2 LEDGER W/ (2) SO HEADER@ POCKET SLIDER 1/4" x 2 314" TAPCONS Al DOUBLE TOP PLATE 12 12" O.C. MORE INFO & MORE INFO & w1(2)16d END NAILS O.C. MAX.; COMMUNITY SPECS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE SYP#2 LEDGER w11/4" CONNECTION CONNECTION EACH END O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR @ EACH STUD 12d NAILS @ EACH EN D ge 2x12 BOX HDR w12x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE -ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" Q.G. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22)10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS :5 WALL TO PRECAST NAILING SCHEDULE & w/ (2)16d END NAILS SPACINGEXTERIOR loeSEE SHEATHING STRAP AROUND LINTEL w/ (2)ROWS OF `�' ' • (4)12d NAILS EACH EACH END PLAN FOR NAIL PER PLAN TALLER STUD) W U) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 16" Q.C. MAX. TRUSS w/ (4)12d NAILS ' 2x8 w/ (2) 10d NAILS @ 2x BRG WALL, SEE I I STAGGERED INTO TRUSS & (3)12d EACH VERTICAL PLAN FOR STUD SIZE &TRANSOM --- BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN 2 2x () SEE FLOOR PLAN FOR i LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO �•'� LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. I I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. 2x BLOCKING w/ (2)1/4" x 3 112" w/ (2)114" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE --•,,� PRE -ENG. ROOF BUILT-UP WI(2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2)10d NAILS @ 2x8 w! (2)10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR N ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER F1 SECTION DOUBLE BEARING fiF1 STEP d) BEARING FRAME WALL SQ HEADER POCKET SLIDER w/ TRANSOM fso HEADER POCKET SLIDER wJ TRANSOM SO_ HEADER a@ POCKET SLIDER 314"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT, BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5)10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 518" THREADED ROD tire/ NUT SET IN ADHESIVE II s SEE FOUNDATION �.• • •• II �' PLAN FOR ADDITIONAL , II %W 4, .U,_, aINFO SIDE VIEW @ BASE OF POST W CORNER COLUMN FRAMING SIMPSON H3 CLIP 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STU DS w/ (2) 114" X 4%? 2x4 SYP #2 LEDGER. SIMPS. SDS SCREWS @ (4)10d NAILS FOR 16" O.C. MAX.; 7 TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3112' SIMPS. SD; MEMBERS ONLY SCREWS @ 16" O.C. POCKET SGD MAX.; O.C. MAX.; TO MASONRY w/ 2x6 PT BUILDER SYP #2 LEDGER W/ (2) SO HEADER@ POCKET SLIDER 1/4" x 2 314" TAPCONS Al w/ (2) 114" X 3112' SIMPS. 12 12" O.C. SEE PLAN SIMPSON H3 CLIP LINTEL PER PLAN @ 24" O.C. w/ EXT. SHEATHING PER PLAN 2x4 SYP #2 LEDGER. NAILING SCHEDULE & (4)10d NAILS FOR TO STUDS OR BEAM w/ 7 CONV. FRAMED (2)1!4" X 4'12' SIMPS. 2x8 w/ (2)10d NAILS MEMBERS ONLY SDS SCREWS @ 16,, POCKET SGD O.C. MAX.; BUILDER TO GABLE END STUDS SO HEADER@ POCKET SLIDER w/ (2) 114" X 3112' SIMPS. 4'-0" MAX. L SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP 02 OR SYP#2 LEDGER w11/4" PRE-ENGINEERED x 2 314" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY DU TYPICAL SHED ROOF DETAIL 112"=1'-0" 112"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I� 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH `• TRUSS MEMBER 2x8 w/ (2)10d NAILS EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER SO HEADER@ POCKET SLIDER fiFAM Iff11 "" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 10d x 3" 10d x 3" OPP. SIDE 1z143;#a;*W11 co "beff) eve co ®, 00 ROOF SHEATHING a t3 FASTEN PER PLAN `: CD • --� ° 75 ex Z °°. Q rr'oilrr 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS 0 MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY,0 USE(2) 1/4"TAPCONS v w/ MIN, 2" EMBED. @' 24" Q.C. z� TRUSS PER PLAN I'`'1i O a WOOD/MASONRY ° z WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) z a 1-112"=1'-0" J 0 U) W A tv 06 � ;a ❑ o�A�� J 0 0 .0 J R VY 2x8 TO UNDER SIDE OF U R E i ROOF SHEATHING O �Q 0 W < 2x8 #2 SPF VERTICAL +� a d @ 24" O.C. w/ EXT. W SHEATHING PER NAILING SCHEDULE & N (4)12d NAILS EACH W TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL IM good 112"=1'-0" z 000 1 F– oJa W o00o° L0 04 LSC J Z L) _j a �.. 0 O F�--F- CL STRUCTURAL ENG: CFG /BAD DRAFTING. STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 03116/2017 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES a 24" O.C. TYPICALTRUSSTO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES _jjbBEARING SEE PLAN SEE ARCHITECTURAL —" PLAN FOR OVERHANG INFO W1 ND OW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ,ALL FLOOR SIMPSON MSTAM36 TRUSSES TO BE P.T. IF NO MOISTURE SEE FRAMING PLAN BARRIER (FELT PAPER I-II OR SIM) IS PROVIDED ,skBEARING TYPICAL TRUSS TO STRAP W/ (10) 10d TO S -7 -AN ; .I LINTEL AS PER PLAN 2x BOTTOM PLATE •A LINTEL AS PER PLAN STUDS & (6) 1!4"X 3!4" FLOOR SHEATHING 0 WD. H D. HT. 3!4" FLOOR SHEATHING Nf SEE PLAN PRECAST CONC. OR POWERS STEEL SILL 2-1/4" TIT EN SCREWS TYP. a ALL WINDOWS EXT FINISH PER PLAN ; VERT REINF. BEYOND MASONRY WALL P ER PLAN ,akFIN. FLR. i°.� . i ' M GRADE NOTE: ,ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION &SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP- SEE PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D #OF STUDS CONNECTIONS REQ'D #OF STUDS NOTE: STRAPS CALLED OUT WIIN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FRO MTOP OF WALL TO BOTTOM OF FLOOR SYSTEM AN D VMEN 3 OR MORE V ANDOWS ARE IN A► ROW (ONLY JAMS STUDS BETWEEN %MND) CENTERWIND,7M FAUST HAVE LOTA30 STRAPO TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER. LATERAL LOADS SOLID SHEATHING a HEADER SIMPSON SP4 w!(6) 10d A-1}2" a 24" O.C. (USE �r SP6 @ 2x6 STUDS & SP8 @ 2x6 STUDS) (2) 2x SPF TOP PLATE U,N.O. ON PLAN HEADERSEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE &REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w{ (2) 10d �r�l TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT: (1) 2x SILL PLATE w} (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w}A35 CLIPS EACH SIDEw}2x CRIPPLES a 16" O.C. w! (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D 7 &B) W t� 0 F— LL C3 LI) ATTACHED PER COL; SEE BRG WALL{ FLOOR w}(14) 10d SINKERS & (14)1/4"X 2 NAILING SCHEDULE 2 -STORY WALL NAILS C IF N CO ER THAN 4' BUT LESS 1 }4" TITENS INSTEAD. (2) SIMPSON LSTA18 THAN 6' FLOOR TRUSSES SEE SECTION FOR MORE STRAPS CENTERED r (IF TITENS ARE NOT IN �"'` (2) SIMPSON META16 LINTEL COURSE OR ' r PLAN FOR DEPTH AND INFO. FLOOR W}(14) 10d SIMPSON LSTA30 w! I FLOOR TRUSS TO 2x TOP & BOT. 0, DIRECTION REFER TO '" INTO FILLED CELL USE RIBBONS, CONT. ( ) *. ' ? �•—��� NAILS 11 1Od TO STUDS MASONRY WALL 1!4"X 1 3}4"TITENS] ABOVE PLATE U.N. FOUNDATION PLAN o 4•+`^ +; •.,..•,�: r:;.�'„5 • (3) 2x STUD PACK r• ,•` �:,. , ,: FOTG. +, EXT. SHEATHING ATTACH PER NAILING NOTE: ALL FLOOR R F TRUSSES TO BE P.T. IF •,tiri.r •`.._''' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE ,• MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W} SCHEDULE; PROVIDE (2) 16d NAILS (4) 2 x STUDS 6” O.C. OR SIM IS PROVIDED IF FLOOR SYS, NOT PRESENT PER FLOOR SEE FRAMING PLAN 1{8 GAP BETWEEN STANDARD CORNER FOR FLOOR SHEATHING AND FRAMIN4 PLAM, �rtd FLR BT4J1)S TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD ,",+'ALL OR BEAM BELOW USE CMU 11YAJ.L BELOW PER DETAIL INCDIATED PROVIDE BLOCKING SIMPSON MSTC40 Wf (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED EMS STRAP MASONRY WALL PER REM ON ERHER SIDE OF WALL. IF WF#�J BELOW JAMBS FLOOR SYSTEM DRAFT PLAN. SYSTEM IS 18" TO 36"DEEP USE MSTC66 W! 60 16d STOPPING AT 1000 SQ PLAN AND (14),4"X2,,V4'TITENS TO MASONRY SDBISINDICATED, BASE STRAPS AREREQ"D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO MI NTHICKNESSESHALL SO TYPICAL TWO STORY COL, @ GIRDER Ski PPING MATRIALS end FLOOR CORNER FRAMING ATTACHMENT HEADER CONNECTION 2nd FLOOR BE 1t2" GYP BOARD OR 3}4"=1'-0" 3!4'"=1'-0" 15132" OR 7}16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3!4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3!4"FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10}SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10}SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, c 48" O.C. W/(2)12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w! SIMPSON SP#�CING AND GRADE TOP OF TOP PLATE TO TO VERIFY SIZE TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES a 24" O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN 2x BOTTOM PLATE W} (MAX) 2x BOTTOM PLATE W} BEARING WALL PER AGAINST TRUSS SHEATHING} DRYWALL 2x BOTTOM PLATE W} (2) 12d a 12" O.C. (2) 12d a 12" O.C. 2 12d PLAN VERTICAL 48" O.C. ATTACHMENT w! (2) 12d () cox 12" O.C. W} (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END TRUSS OR FIELD 2xSYP #2 RIBBON (MIN 2x4) TIUTRUSSw}(4) PLATE 2x4) TOTRUSS w} (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM (2) H6 EA. FLOOR WALL, STUDS@"+a 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W} (2) 16d NAILS a@ RIB DIRECTLY T BRG DIRECTLY ON BOTTOM PLATE, SLIT CON C. SLAB- TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO SEE FOUNDATIONU (2) ROWS 8d NAILS FOR HANGER LAYOUT (MAX)(MAJ�) CONNECTORSEETRUSS ACCOMMODATE PLAN FOR MORE INFO 1t2" GYP, CLG BD OR SCHEDULE FOR 1t2" GYP. CLG BD OR ' ! (2) ROWS 8d NAILS a 3" O.C. TYP. WALL STRAP (2) 6A3" TYPE "X" WHEN • CONNECTION (2) 5}8" TYPE N " WHEN 3" O.C. WALL I• SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @a IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER " BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR BLOCI4NGw}(4) 16d PLAN : SHEATHING TO PLAN ; •�• MASONRY OR MTS12 OR (3) 16d TOENAILS -- SEE FOUNDATION NOTE: ALL FLOG BOTTOM PLATE NOT : ALL FLOG 1 H GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1A8"GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING &CMU NO MOISTURE NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER BARRIER. (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE IOR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTIONAsi'TWO STORY PARALLEL FLOOR CONNECTION JWSTTWO STORY PERP. FLOOR CONNECTION jftlCANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA, STUD TO TRUSS 202 #2 SYP CONT. LEDGER W! (3) 1}4"x4-112" SDS SCREW'S (EQUALLY SPACED VERTICALLY) AtN SEE PLAN a 24" O.C. AND a EA END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS1 a}SD5 OR WS11?SD6 FOR ADDITIONAL INFO i6FR\ TYPICAL BALCONY FRAMING 3!4"=1'-0° k J 314"=1'-0° k 1 314'=1'-0° k I 3}4"I' M TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED I SEE ARCH DWGS FOR a I TOPPING INFO 3}4" PLYWOOD FLOOR SLOPE DECI4NG ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60}15}6 MIN. + LOAD IN G) W! LU S26 OR ;�. LUS46 TO LEDGER ` CONTRACTOR TO * s ' SEE WS11}SD5 FOR PROM DE ADEQUATE +�'' SIM. END CONDITION WATERPROOFING. NO :1, CONCRETE SLAB LINTEL PER PLAN PERMITTED NOT USED 3}4"=1'-0" SIMPSON MSTAM36 DOUBLE 2x TOP PLATE SEE FRAMING PLAN DOUBLE 2x TOP PLATE I-II SOLID SHEATHING a z 0 TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE z_ 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (6) 1!4"X 3!4" FLOOR SHEATHING 0 _j 3!4" FLOOR SHEATHING SIMPSON SP4 w!(6) 10d SEE STANDARD 2-1/4" TIT EN SCREWS ATTACHED PER ATTACHED PER 'fit x1-1}2" 24" O.C. USE ( M CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE 0000 3{4"=1'-0" NAILING SCHEDULE SIMPSON LSTA30 SP6 a@ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10- SP6 a 2x6 STUDS) STRAP (MAX 10° 0 J REFER TO PLAN FOR MSTCM60 STRAP W} t7� LU ANGLE) W} (22) 10d In LLII ANGLE) W} (22) 10d '`rog COLUMN (20) 16d SINKERS & (14 _ W a long NAILS. BEND STRAP2x ) SPF TOP PLATE NAILS. BEND STRAP Q(' INFO. 114" X 2-1{4"TAPCONS "TO OVER TOP PLATE MIN. U.N.O.BUILT-UP ON PLAN OVER TOP PLATE MIN. FOR TRUSSES 20 V DRAFTING: 3", THEN RUN DOWN 3",THEN RUN DOWN k E, � r PRE -26" E FLOOR DEEP W W `` JOB No. FACE OF JAMB STUDS} HEADER - SEE 2ND FACE OF JAMB STUDS! AS INDICATED SYS ^ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN 0311612017 '" *.. HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM INSTALL LINTEL COURSE OR � EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE 0 (1) SIMPSON LSTA30 FROM TOP OF WALL0. JAMB STUDS I SOLID BLOCKING 1}4" X 1 3}4" TITENS) STRAP W} 11 10d TO ( ) FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING I UNDER COLUMN O U.N.OM . FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN TOP OF WALL ABOVE PLAN U.N.O. CONNECTION INFO.. IF HEADER IS UPSET TO BOT, RIBBON, NAIL WMIJ PROVIDE SOLID ,."� (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW r SEE DETAIL WS11 FOR FLOOR GIRDER OR w{ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w{ (2) 10d OTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w} 10d TOENAILS. EXT. TRUSSES TO BE P.T. IF NAILS @ 8" O.C. THEN HEADER OPENINGS DBL.TOPPLATE NO MOISTURE S TYPICAL GIRDER COL. CONNECTION SQ TYPICAL GIRDER COL. HIGH BEAM STUDS f 16" O.C. ATTACH SILLw}(2)10d LESS THAN 4FT:(1) 2x sILLPLATEw!(2) lad BARRIER (FELT PAPER OR SIM IS PROVIDED TOE NAILS AT EA. END TOENAILS. OPENING 3!4"=1'-0" 3!4"=1' 0" HDR. PER PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) 2x STUDS, SEE ,...---- REFER TO PLAN FOR WIDTH 4'-0' USE A`36 2x SILL PLATE w/ A35 2 2x SILL AT WINDOW 2x 2ND FLOOR STUDS FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 CLIP AT EA, END FOR OPENINGS GREATER CLIPS EACH SIDE w{2x CRIPPLES a 16" O.C. w{2x CRIPPLE STUDS SPACINGAND GRADE AND SEE ARCH PLAN INFO. @AT STRAPS CENTERED THAN 4' BUT LESS w}(2) 10d TOENAILS EA. END NAILED TO STUD PACK wllad TO VERIFY SIZE BEARING WALL PER A A FLOOR W}(14) 10d THAN 6' T&B (PLYWOOD NAILS 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w{ SHEATHING REQ'D STUDS rx 16" O.C. INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS &(4) 1!4" T&B) ATTACH SILLw}(2) 10d MID -HEIGHT BLOCKING SYSTEMINFO. x2 1{4"TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA, END 2x BOTTOM PLATE w! I PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G (2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W{ To — (3) 2x STUDS 20" 26" DEEP, USE WIDTH 4'-0"). USE A36 I 112" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR 3!4" FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w!(20) 16d OPENINGS GREATER SOLID SHEATHING a HEADER SIMPSON SP4 w!(6) 10d A-1}2" a 24" O.C. (USE �r SP6 @ 2x6 STUDS & SP8 @ 2x6 STUDS) (2) 2x SPF TOP PLATE U,N.O. ON PLAN HEADERSEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE &REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w{ (2) 10d �r�l TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT: (1) 2x SILL PLATE w} (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w}A35 CLIPS EACH SIDEw}2x CRIPPLES a 16" O.C. w! (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D 7 &B) W t� 0 F— LL C3 LI) ATTACHED PER COL; SEE BRG WALL{ FLOOR w}(14) 10d SINKERS & (14)1/4"X 2 NAILING SCHEDULE 2 -STORY WALL NAILS C IF N CO ER THAN 4' BUT LESS 1 }4" TITENS INSTEAD. (2) SIMPSON LSTA18 THAN 6' FLOOR TRUSSES SEE SECTION FOR MORE STRAPS CENTERED r (IF TITENS ARE NOT IN �"'` (2) SIMPSON META16 LINTEL COURSE OR ' r PLAN FOR DEPTH AND INFO. FLOOR W}(14) 10d SIMPSON LSTA30 w! I FLOOR TRUSS TO 2x TOP & BOT. 0, DIRECTION REFER TO '" INTO FILLED CELL USE RIBBONS, CONT. ( ) *. ' ? �•—��� NAILS 11 1Od TO STUDS MASONRY WALL 1!4"X 1 3}4"TITENS] ABOVE PLATE U.N. FOUNDATION PLAN o 4•+`^ +; •.,..•,�: r:;.�'„5 • (3) 2x STUD PACK r• ,•` �:,. , ,: FOTG. +, EXT. SHEATHING ATTACH PER NAILING NOTE: ALL FLOOR R F TRUSSES TO BE P.T. IF •,tiri.r •`.._''' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE ,• MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W} SCHEDULE; PROVIDE (2) 16d NAILS (4) 2 x STUDS 6” O.C. OR SIM IS PROVIDED IF FLOOR SYS, NOT PRESENT PER FLOOR SEE FRAMING PLAN 1{8 GAP BETWEEN STANDARD CORNER FOR FLOOR SHEATHING AND FRAMIN4 PLAM, �rtd FLR BT4J1)S TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD ,",+'ALL OR BEAM BELOW USE CMU 11YAJ.L BELOW PER DETAIL INCDIATED PROVIDE BLOCKING SIMPSON MSTC40 Wf (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED EMS STRAP MASONRY WALL PER REM ON ERHER SIDE OF WALL. IF WF#�J BELOW JAMBS FLOOR SYSTEM DRAFT PLAN. SYSTEM IS 18" TO 36"DEEP USE MSTC66 W! 60 16d STOPPING AT 1000 SQ PLAN AND (14),4"X2,,V4'TITENS TO MASONRY SDBISINDICATED, BASE STRAPS AREREQ"D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO MI NTHICKNESSESHALL SO TYPICAL TWO STORY COL, @ GIRDER Ski PPING MATRIALS end FLOOR CORNER FRAMING ATTACHMENT HEADER CONNECTION 2nd FLOOR BE 1t2" GYP BOARD OR 3}4"=1'-0" 3!4'"=1'-0" 15132" OR 7}16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3!4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3!4"FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10}SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10}SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, c 48" O.C. W/(2)12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w! SIMPSON SP#�CING AND GRADE TOP OF TOP PLATE TO TO VERIFY SIZE TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 2x4 #2 SYP ANGLE TRUSSES a 24" O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN 2x BOTTOM PLATE W} (MAX) 2x BOTTOM PLATE W} BEARING WALL PER AGAINST TRUSS SHEATHING} DRYWALL 2x BOTTOM PLATE W} (2) 12d a 12" O.C. (2) 12d a 12" O.C. 2 12d PLAN VERTICAL 48" O.C. ATTACHMENT w! (2) 12d () cox 12" O.C. W} (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END TRUSS OR FIELD 2xSYP #2 RIBBON (MIN 2x4) TIUTRUSSw}(4) PLATE 2x4) TOTRUSS w} (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM (2) H6 EA. FLOOR WALL, STUDS@"+a 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W} (2) 16d NAILS a@ RIB DIRECTLY T BRG DIRECTLY ON BOTTOM PLATE, SLIT CON C. SLAB- TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO SEE FOUNDATIONU (2) ROWS 8d NAILS FOR HANGER LAYOUT (MAX)(MAJ�) CONNECTORSEETRUSS ACCOMMODATE PLAN FOR MORE INFO 1t2" GYP, CLG BD OR SCHEDULE FOR 1t2" GYP. CLG BD OR ' ! (2) ROWS 8d NAILS a 3" O.C. TYP. WALL STRAP (2) 6A3" TYPE "X" WHEN • CONNECTION (2) 5}8" TYPE N " WHEN 3" O.C. WALL I• SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @a IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER " BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR BLOCI4NGw}(4) 16d PLAN : SHEATHING TO PLAN ; •�• MASONRY OR MTS12 OR (3) 16d TOENAILS -- SEE FOUNDATION NOTE: ALL FLOG BOTTOM PLATE NOT : ALL FLOG 1 H GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1A8"GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING &CMU NO MOISTURE NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER BARRIER. (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE IOR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTIONAsi'TWO STORY PARALLEL FLOOR CONNECTION JWSTTWO STORY PERP. FLOOR CONNECTION jftlCANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA, STUD TO TRUSS 202 #2 SYP CONT. LEDGER W! (3) 1}4"x4-112" SDS SCREW'S (EQUALLY SPACED VERTICALLY) AtN SEE PLAN a 24" O.C. AND a EA END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS1 a}SD5 OR WS11?SD6 FOR ADDITIONAL INFO i6FR\ TYPICAL BALCONY FRAMING 3!4"=1'-0° k J 314"=1'-0° k 1 314'=1'-0° k I 3}4"I' M TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED I SEE ARCH DWGS FOR a I TOPPING INFO 3}4" PLYWOOD FLOOR SLOPE DECI4NG ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60}15}6 MIN. + LOAD IN G) W! LU S26 OR ;�. LUS46 TO LEDGER ` CONTRACTOR TO * s ' SEE WS11}SD5 FOR PROM DE ADEQUATE +�'' SIM. END CONDITION WATERPROOFING. NO :1, CONCRETE SLAB LINTEL PER PLAN PERMITTED NOT USED 3}4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication , or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OFWMR & ASSOCIATES, LLC is strictly prohibited. II — 0 SEE FRAMING PLAN I-II 0 z 0 FOR FLOOR CONNECTION +, • z_ FLOOR GRIDER OR - BEAM 0 _j .... 1..� HEADER CONNECTION 2nd FLOOR HIGH BSI M 0000 3{4"=1'-0" Z 0 J Z t7� LU In LLII LU '`rog ' 0 _ W a long M' Q(' Hggo In °p: STRUCTURA ENG: V DRAFTING: 0 k E, � r TNA W W JOB No. TM - 2170255 ...1 F- AS INDICATED DATE: 0311612017 F— W COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication , or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OFWMR & ASSOCIATES, LLC is strictly prohibited. II — LI 00 i _j M , LLOR I M 0000 0 J Z LU In LLII 0 ' 0 _ O H M' STRUCTURA ENG: CFO IBAD DRAFTING: -STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED DATE: 0311612017 SD5 2x BRG WALL W/ 2x BRG WALL WI FROM TOP OF WALL SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #21 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE wl SP1 @ BASE. LSTA18 O.C. MAX (U.N.0.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLATE ATTACH PER USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDI EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WAL ATTACH PER NAILING SCHEDULE 2x BLOCKING W/ (2)12d BLOCKING BELOW. TRUSS STRAP STUDS NOT REQ'D IF STUD IS wl LSTA18 @ 16" O (I BELOW W/ (9)10d NAILS AND (5)1!4" TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 314" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 314" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/(2)12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SI (2) 2x4 #2 SYP BLOCKING wl SIMPSON PLATE w/ 112" EPC HUC24-2 EACH END, ANCHOR BOLT O HUC24-2 EACH END, BLOCKING N USE (4) 10d & (2)10d J -BOLT WI MIN. 7" , USE (4)10d &(2)10d NAILS. UNDER SEE PM NAILS. CINDER SEE PM WINDOW JAMBS ONLY -�---- EMBED. @ 32'" O.0 FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HU C26-2. 4" LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASON RY (SHOWN) ON MASONRY USE MASON RY (SHOWN) MASONRY WALL F OR WOOD WALL PER META 16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE MGA PLAN ifiiik SECTION 1@' RAISED HEEL TRUSS 51 SECTION@ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN wt(4)1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=V-0" in"l�rn•'OTHERS EXTERIOR SHEATH["'^ LEDGER AT GIRDER 1-1/2"=1'-0" .m..,x� LEDGER 1@ OPEN TO BELOW 314"=1'-0" EXTERIOR SHEATHING PLATE W/ 1/2" EPDXY FROM TOP OF WALL FROM TOP OF WALL WI (1) ROW 8d NAILS TO BOTTOM OF SILL ..cocoa®®e TO BOTTOM OF SILL PLATE ATTACH PER r PLATE ATTACH PER PLAN EMBEDMENT @ 32" 0 �. NAILINGSCHEDULE IMPSON H2.5 EA. O.C. & 3" FROM EACH I ROOF SHEATHING — RUSS IMPSON H2.5 EA. I ATTACH PER NAILING PLATE 1 1/4" (MIN.) RUSS SCHEDULE I IPRE-ENGINEERED CONT. #5 IN TIE BEAM I SCHEDULE EXT. FINISH PER — ADJACENT TRUSS PER PLAN + I2x6 AN SECTION @ OPEN TO ABOVE TRUSS PER PLAN 1 ' #2 SYP CONT, ---- 2x6 #2 SYP CONT. I I LEDGER W/ (2)Y4"x3-112" ( SIMPSON LUS26. USE -----' "�� RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY LEDGER WI (2) Y4"x3-112" 16 O.C. MAX. & 3 TRUSS ZSS SHOP FROM EA. END- USE (3) I SDS WOOD SCREWS @ /DRAWINGS L� SCREWS FOR 24" O.C. I 1 16" O.C. MAX. & 3" EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER ` FROM EA. END - USE T. LECESS 1 (3) SCREWS FOR 24" SIMPSON LUS26. USE LEDGER INTO 1 O.C. LUS26-2 FOR 2PLY 112"' GYP. BOARD MSS. VERIFYW/ FASTEN ROOF I TRUSS SS SHOP i PLAN /DRAWINGS L�.. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF USE (4) • SHEATH IN G TO 16d NAILS)T. 1-1/2"=1'-0" .m..,x� LEDGER 1@ OPEN TO BELOW 314"=1'-0" EXTERIOR SHEATHING 314"=1-0" ..�..._ EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF 10/134 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2)12d TOE NAILS EACH END ATTACH SHEATHING 1 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY FROM TOP OF WALL FOR LOCATION WI (1) ROW 8d NAILS TO BOTTOM OF SILL ..cocoa®®e TOENAILS EACH SIDE PLATE ATTACH PER r NAILING SCHEDULE I EMBEDMENT @ 32" 0 �. ROOF SHEATHING ---------.._ IMPSON H2.5 EA. O.C. & 3" FROM EACH I ATTACH PER NAILING RUSS END SYSTEM BELOW \\\ SCHEDULE PLATE 1 1/4" (MIN.) I 1x PT NAILER AS REQ'D I PRE-ENGINEERED CONT. #5 IN TIE BEAM I SCHEDULE EXT. FINISH PER PLAN FOR MORE INFO ADJACENT TRUSS PER PLAN + I2x6 AN SECTION @ OPEN TO ABOVE 1 #2 SYP CONT, SEE PLAN FOR I LEDGER W/ (2)Y4"x3-112" ( SIMPSON LUS26. USE -----' "�� RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY SS. VERIFY WI 16 O.C. MAX. & 3 TRUSS ZSS SHOP FROM EA. END- USE (3) I /DRAWINGS L� SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER WI 1 MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. SE (41SIDE DAA S) T. DO LEDGER @ LOW ROOF 1 314"=1-0" ..�..._ EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF 10/134 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2)12d TOE NAILS EACH END ATTACH SHEATHING 1 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY SHEATHING CONT. TO FOR LOCATION WI (1) ROW 8d NAILS ANCHOR BOLT OR ..cocoa®®e TOENAILS EACH SIDE @ 3" O.C. J -BOLT WI MIN. 7" STOPPED BELOW �ti U. "�., ® C� W®pu ac® "a- a N ®: EMBEDMENT @ 32" 0 �. SHEATHING TO O.C. & 3" FROM EACH 2nd STORYWALL @ 24" O.C. TO FLOOR OVERLAP BOTTOM END SYSTEM BELOW \\\ PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D PLYWOOD FLOORING ., CONT. #5 IN TIE BEAM SEE FLOOR FRAMING SCHEDULE EXT. FINISH PER PLAN FOR MORE INFO ADJACENT ARCHS + I AN SECTION @ OPEN TO ABOVE 1-112"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2)12d NAILS TO EACH STUD 2x8 #2 SYP P.T. SILL PLATE WI Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. WI MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & CONNECTIONS FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING WINDOW SEE PLAN SHEATHING CONT. TO FOR LOCATION PLATES U.N.O. 2x BLOCKING w/ (2)12d ..cocoa®®e TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW �ti U. "�., ® C� W®pu ac® "a- a N ®: ROOF LINE 0 �. 2x BASE PLATE W/ 12d 10d NAILS @ 16" O.C. " 2nd STORYWALL @ 24" O.C. TO FLOOR 2x4 CONT. WI (2)12d SYSTEM BELOW \\\ NAILS TO EACH STUD 2nd STORYWALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING SCHEDULE 1 PLAN FOR MORE INFO ADJACENT < ❑ I 1 SEE PLAN FOR I FOR MORE INFO TRUSS DIRECTION ATTACH PER NAILING BAYS @ EACH & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER WI (2) SHEATHING CONT. TO 2x4 BLOCKS, (2)16d PLATES U.N.O. LU ..cocoa®®e Y c (2) 2x SPF TOP �ti U. "�., ® C� W®pu ac® "a- a N ®: _ ❑ 0 �. ATTACH PER NAILING 10d NAILS @ 16" O.C. " 2nd STORYWALL NAILS @ EACH END. (2) 2x HEADER SCHEDULE 1 BOTTOM PLATEBLOCK ADJACENT < ❑ I 1 I FOR MORE INFO 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH 1 1 1 1 SCHEDULE DIAGONAL AS SHOWN. 1 1 1 112"' GYP. BOARD - FASTEN ROOF • SHEATH IN G TO ; STUDS ABOVE ARE BLOCKS WI Bd NAILS @ L 1 I TO ALIGN W/ STUDS 1 SIMPSON H10A @ , S 1 1 BELOW 1 SEE LD021SD4 FOR EACH DIAGONAL 1 1 1 1 MORE INFO. BRACE 1 1 1 1 B (5) 16d NAILS BRACE 1 z 1 1 1 TO BLOCKING � 1 1 1 ALL TH R EA D ROD --�—,., `�`,---�� �`'`'-�-- 1 � 1 1 1 @ 48" O.C.; SEE 1 PROVIDE 2x4 BRACE p - PLATE FOUNDATION DETAILS TO EACH ADJACENT 1 1 1 PRE-ENGINEERED 1 FOR CONNECTION @ DIAGONAL, FASTEN D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM BASE TO DIAGONAL W/ (2) (2) 2x SPF TOP 16d NAILS PLATES U.N.O.(2) LUL`t 1 1 1 1 1 2x4 BOTTOM PLATE, 2x HEADER SEE FLOOR PLAN I 1 I FOR MORE INFO IF SHEATHING IS NOT CONNECTTO DOUBLE TOP PLATE WI 16d 2x STUDS SEE PLAN TRUSSES PER PLAN STUDS ABOVE ARE TO GB1 ALIGN WI STUDS BELOW 1 CONTINUOUS TO BASE 1 1 1 1 1 1 1 1 PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP 2x P.T. BASE PLATE 1 SEE BEARING SCH ED. 1 1 BOTTOM ARE REQ'D BOTTOM PLATE 1 114" WALL BRACING @ 48" (MIN.) O.C. MAX. 450 FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+1-10°) FLOOR L W1 BRACE NOT REQUIRED W 2x BEARING WALL 114a©3-1�12'�SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. F1 BRACING 2 STORY FRAME WALL V=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. wl EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING NACHED PER A LANG SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION &CONNECTION INFO 314"=1'-0" nl6 Ji ®® a J6 PLATES U.N.O. ..cocoa®®e Y c (2) 2x SPF TOP �ti U. "�., ® C� W®pu ac® "a- a N ®: _ ❑ 0 �. nl6 J6 PLATES U.N.O. (2) 2x HEADER 1 SEE FLOOR PLAN 1 I 1 I FOR MORE INFO 1 I 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN ; STUDS ABOVE ARE L 1 I TO ALIGN W/ STUDS 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 I 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP I PLATES U.N.O.(2) 1 1 1 1 1 1 2x HEADER SEE FLOOR PLAN I 1 I FOR MORE INFO 1 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE TO GB1 ALIGN WI STUDS BELOW 1 1 1 1 1 1 1 1 1 1 2x P.T. BASE PLATE 1 SEE BEARING SCH ED. 1 1 1 FOR A.B. INFO p ®®®e'�'0e►®®®® m LL 0 p C SPO co a • d z O off' J z LLI 1 � r Ujo 1,Nr M z �a 14 . � ; _ o0Q9T, ~ to 0 r 14 1 CC as O 0 P4 9 In 0 ILitaxIIIAW � QE4 E444 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I 1 + J z p v O 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP H' SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER 1 1 3: — MORE INFO MAX 6" FROM KING STUD WI (5)10d NAILS INTO TOP PLATE AND (5)10d LLJ NAILS INTO HEADER W .IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS/ /`1, IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH ��J FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. [� � 1 "'=1 "-0" Q CID COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J ow LLJ 0000 04 ,� .. to 4 J Z U a 2 tr LL. STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: TNA QC CHECK: MRB JOB No. TM - 2170255 SCALE: AS INDICATED „ DATE: 03/16/2017 Mee STANDARD (3) 2x12 MIN. (3) 2x SYP #2 STRINGERS WI STUDS REQ'D @ ENDr SIMPSON A34 CLIP TO W OF LANDING W1 MIN. (6) FLOOR SYSTEM < 16d NAILS FROM 00 LEDGER TO STUD PACK LA A LINE UP 2xJOIST IN STANDARD (3) 2x12 LINE WITH MIDDLE 2x12 STRINGER TO BE STRINGERS 3) UTILIZED AS BLOCKING SIMPSON A35/A34 CLIP TO FLOOR Z SYSTEM & LANDING 0 FRAMING2xJOISTS @LANDING 0 @ 16O.C. W1 SIMPSON 9 A35 OR LUS26 HANGER ON EACH SIDE � LL LI] cQ W rr �C 6" MIN. d d (2) 2x BEAM PER '' 2xJOIST IIF SCHEDULE REQ'D @ 4'-0" MAX ATTACH ING TO W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER wl (3) i6d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH WI (3)11 TO EACH STUD. 1114" � BUILT UP COLUMNS TOENAILS EACH END x 3112" TITENS ( 16" a�®®®®®a��'ar►►►®®®®®, w 0) BELOW O.C. MAX. FOR io A -A PLAN VIEW 9th DEGREE TURN LANDING. M 10" MIN. ,®®®�° �� a m•dm°°• o oa SEE SCHEDULE FOR MAIC WIDTH OF LANDING ®• t� . Y o '® MIN. (3) 2x SYP #2 '' ®®� ted,' ` ®® Li LLl ° �u w to • p STUDS REQ'D @ END 314° PLYWOOD OR OSB(•�®®` k•° ®®as z C] 16 LANDING O MIN. (6) SEE PLAN FOR DEPTH ®®® O� ®® J 16d NAILS FROM SHEATHING OVER OF LANDING STAIR WINDER DETAIL LEDGER TO STUD LANDING ATTACHEDLL PACK PER GENERAL FLOOR '® P� ®®' CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING O DEPTH W1(3)1Od 2xJOIST LEDGER (P.T. OVER LANDING STANDARD (3) 2x12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS WI MASONRYWALL) GENERAL FLOOR Q O SIMPSON A34 /A35 CONSTRUCTION Z `, o CLIP TO FLOOR-- 16 D.C. NOTES S d z SYSTEM & LANDING 0 FRAMING0 MAX LL BEAM @END OF U o Q m C7 LANDING PER ° SCHEDULE OLU Uj —..��' U SEE PLAN FOR z MASONRYWALL OR D WOOD WALL SIMPSON A35 BI �IB CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO �+�+► END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT �_� CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 1lW/SIMPSON LEDGER w1(3)16d CONNECT TO. BEAM A35 OR LUS26 HANGER .NAILS @ 16" Q.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE 70 EACH STUD. (11/4" BU ILT UP COLUMNS x 3112" TITENS @ 16" 06 °on g "' D BELOW O.C. MAX. FOR 0 09 . 9 * 4 STRINGERS TO BE U a @ , A0wV A A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) � � � � � � � � — NOTCH E D AT LANDING W �ooa, SEE SCHEDULE FOR MAJCWIDTH OF LANDING (3)16d TOENAILS �i Q� BEAMIJOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 6'_0" MIN. TREAD DEPTH 2x6 314" O.S.B. W1 8d NAILS (3) 2x12 2x8 @ 3" O,C. TOP AND 11'-0" (2) 2x12 2x6 BOTTOM CHORD Z (1) 2x12 (1) 2x8 2x6 I -JOIST PER FRAMING (3) 2x12 2x8 PLAN WI SQUASH 10'-0" (2) 2x12 2x6 BLOCK OR (1) 2x12 (1) 2x8 2x6 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x12 PER PLAN (2) 2x12 2x8 T-0" 91-01, (1)2x12 (1) 2x8 2x6 PENDING LANDING (3) 2x12 0,00 HEIGHT AND PLAN 91-0" (2) 2x12 LAYOUT. HEADER T -p (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT (3) 2x12 WALL COULD BE STUDS W/ (2) 16d TOE TI (2) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (1) 2x12 (1)2x8 2x6 FOR REQUIRED ON EACH SIDE AND 1 6-0 (2) 2x12 HEADER AND ONE @ MID-SPANSUPPORT (1)2x12 (1) 2x8 --- A INFORMATION. A34 @ EA. STRINGER 5 '-0 +, OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, {� 2x JOIST (P.T. IF STRINGER III ATTACH IN G TO 2x6 VERTICAL @ 6'-0" MASONRY WALL) CONT 2x4 #2 SPF STUDS @ I I I I LEDGER wl (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. 11114" ONE @ MID -SPAN I I I I x 3 112" TITENS @ 16" r,,/ I ( I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION ''� I I I I SCHEDULE @ END OF' (NOTCHED @ 2x6 I (N TOENAILS BOTTOM LANDING FOR STRINGERS TO WOOD OR MASONRY 2x8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. i BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE 7APCONS @ MIN. END NOTCH SILL AND MIN. (3) 2x4 SPF #Z DISTANCE OF 1-112" COLUMN HEIGHT OF LANDING BEAMIJOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'_0" (1) 2x12 (1) 2x8 2x6 414° (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" Z (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 10'-0" (2) 2x12 2x6 6_0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 8`-0" (2) 2x12 2x8 T-0" 91-01, (1)2x12 (1) 2x8 2x6 5"-01" (3) 2x12 2x8 91-0" (2) 2x12 2x8 T -p (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 STUDS W/ (2) 16d TOE TI (2) 2x12 2x8 T-0° (1) 2x12 (1)2x8 2x6 5'-0" 1 6-0 (2) 2x12 2x8 NAILS (1)2x12 (1) 2x8 2x6 5'-0'" 5 '-0 +, OR LESS (2) 2x12 2x8 9'- 0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-314" SPACED/CENTERED N TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE. 03/16/2017 1i 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS ST01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL T03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 314"=1'-O"" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 314"=V-0° N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MOD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. m � �W.r < Z " a3Y2 0 Ak SEE ARCH PLAN 2x4 CONT. TOP PLATE V J MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO W STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS @ 24" O.C. 2x4 SILL PLATE W1(2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, {� � 2x6 VERTICAL @ 6'-0" 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND ALIVE LOAD OF 50 PSF,? O.C. MIN. AND @ ANY NAILS @ 4" O.C. I 24" O.C. W1(2)12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING WIN (NOTCHED @ 2x6 I (N TOENAILS BOTTOM TABLE R301.5 i5TH EDITION) HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). KNEEWALL VERTICAL FOR VE NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO �] LI NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ANY OPEN ING 2x4 CONT. TOP PLATE Z Ci q II ATTACH 2x6 VERTICAL (ATTACH TOP PLATE F' r TO STU DS WI (2)16d DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W1(3) Y" x 3" Sas WOOD SCREWS 3 112"Z TOE NAILS z 0 SECTION X -X N.T.S. EQUALLY J o J SPACED/CENTERED IN 2x4 #2 SPF STUDS @ �n -4 — LU 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERYOTHER �g ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE Ili~ 0 � STU DS 21(2)16d TOE STUDS W! (2)16d TOE 32" I ATTACHED TO TRUSS NAILS NAILSI BELOW (OTHERWISE 2x4 #2 SPF STUDS @ gkSEE ARCH PLAN I ATTACH W/ (2)12d m 24'" O.C. WI (2)12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) 0 Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X ( �' J W 0 SLICE CUT PLYWOOD 24" 0. C. Wl (2)12d NOTCH FLOOR 2x4 SILL PLATE W1(2) W %0- 0 FLOORING FOR STRAP TOENAILS BOTTOM SH EATHING TO I 16d TOE NAIL EA. —) Oct _ I ACCOMMODATE 2x I CE& 11 0 ~ 2 F - 2x4 SILL PLATE W/ (2)LL NAILS 4" O.C. 0 2x4 #2 SPF SILL PLATE NOTCH SILL AND---�-.,, I 10d NAILS @4" O.C. FLOOR SHEATHING W/ (2)1Od NAILS @ 4" PLYWOOD FLOORING ( (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 To TRUSS STRUCTURAL ENG: CFG 1 BAD TO SLIDE DOWN TO i W/ (2)yd 1 SDS DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF SPACED & CENTERED -STRUCT: TNA STUD) EVERY48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS OC CHECK: MillTO TRUSS W1(3) Y4" x 3" L -BRACE @ 6'-0" O.C. & los Na. TM - 2170255 FLOOR BEAM CONDITION ANY OPENING SDS WOOD SCREWS @ FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN, TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-314" SPACED/CENTERED N TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE. 03/16/2017 1i 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS ST01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL T03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 314"=1'-O"" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 314"=V-0° N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MOD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.