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HomeMy WebLinkAbout325 Big Spring Ter 15-1694 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA55A, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., 200 AMP 5ERVICE/PANEL BOX, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 35 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" THORNBROOKE 40 s OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (63 mm) TYPE `X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION DARLTNGTON 2585 ELEV. C SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. GA EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 RB.C. RESIDENTIAL CODE R103bo] AND A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1036.2 AND A5TM G 1063, PROVIDE BOND RAGE LEFT BREAK IN ACCORDANCE WITH 2010 F.B.C. RE51DENTIAL CODE R103.63 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN w, TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE , DIRECTION, AND WHERE EXPAN61ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHA IDERED A5 • CONTROL JOINTS..,F REDRAW NOTES 04-24=15 CREATED LOT 5PECIFIC PLAN FOR LOT 35 IN THORNBROOKE 40'5, ELEVATION "C" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: DEN, TRAY CEILING AT MASTER SUITE, 9 FT, POCKET 5LIDER AT FAMILY ROOM, 5 FT. INTERIOR DOORS AT MAIN FLOOR, VENT HOOD OUTSIDE, ELECTRICAL OUTLET INT. NON WET AREA, (2) RECE55ED CAN LIGHTS AT LANAI, (4) RECE55ED CAN LIGPT5 AT PININ6'R06M, (4) RECE55ED CAN LIGNT5 AT LOFT AND (1) CEILING FAN PRE -WIRE. PLAN REVISIONS RECORD COPY REVIEWED PORCODE COMpLJANCE PLANS EXA �.{6•lS DATE ANF RD BUF DING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THEWORK AN OR SET S AUTHORITY TO VIOLATE, CANCEL, 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 C7 APP, e �,- 15169 ' JOB NUMBER 25002.145 ' EGRE55:a,® si .I x co EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW^ C sm Lm LE 0 0 E 4a MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. •o: f Yy, � • d FLA5HING: 1: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE6I6TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE 1WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE DRAWING INDEX EXTERIOR WALL FINISH. APPROVED CORROSION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). WINDOW 1N5TALL ATioN: DAVIS BEWS DESIGN GROUP WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION .., COV — GENERAL NOTESINDEX, SPECIFICATIONS INSTRUCTIONS SHALL, BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. V DWELLING / GARAGE OPENING5: 1 1 — SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE W OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR P LAN NOTES FLOOD ZONE REQUIREMENTS: Z PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PH4LT H-JNGLE5 (IF APPLICABLE): 1 2B1 — UPPER FLOOR P LAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE6 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND 8905.2.6.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES ne FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS of UNDERLAYMENT 2 B 2 �/� j j, — UPPER FLOOR P' /` N DIMENSIONS M E N S I0 N S COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMENTS; WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT ry) EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3C1 - FRONT ELEVATION TUB AND 5HOWER AREAS: 3C2SIDE AND, REAR ELEVATIONS, ROOF PLAN CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, G1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER REC)MMENDATION5 SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. AND BUILDING SECTION TERMITE PROTECTION: 30 F LAS H, I N G DETAILS I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4A - MAIN FLOOR ELECTRICAL PLAN No BE APPLIED THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TEI�'11TES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF PROTECTION AGAINST TERMITES. d 4 B N — UPPER FLOOR ELECTRICAL PLAN DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENEMY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE651BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING 0R DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5EVIGED, REPAIRED, OR REPLACED. A LEVEL WORQNG SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SNALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING5 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN: % GAUGE (OA8 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 RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAU5T FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE: 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 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 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (019 AD) BEN AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B0057ER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SNALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS TI -1I5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN FBC. ' JOB NUMBER 25002.145 ' CAD FILE NAME LOT 35 .I x co REVISED C sm Lm LE 0 0 E 4a U �0 N- N' 0 0 oN 0 1 r > =JM j o .. J V 0�C0 U. L ro 6) r = ;� Cy L fp h °ro' zz2° •o: f Yy, � • d ' JOB NUMBER 25002.145 ' CAD FILE NAME LOT 35 ISSUED 04-24-15 REVISED 00® •o: f Yy, � • d DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.928.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 19944 V L.. (D Nt W 0 0 Z 0 V pmmqz ne L0 ry) 0 ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'5 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 D15GREPANCY OF ERROR IN NOTES • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N6 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 25oD 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. SHEET • a 52'-4" 9' 0" 13'-8" JOB NUMBER 25002,145 CAD FILE NAME LOT 35 T-011 II QII 411 T-011 IV GJ � i� _. ISSUED 04-24-15 II AIR HANDLER 71 >�w ; CS'9' 3 -O ,u 4, ►� o C-4 LINES FROM " c�.e ELEVATION PITCH UPPER FLOOR 1/8" / FT. �, b �.. ,'ti:; J = CIO o — -I r — — — ; 8" G.M.U. WALL A5V. — �o 5 611 x m w _ 8" C.M.U. WALL ABV: _ W.c.� PAD.F-1 DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ­_­� EST. 1994 �::--- to 0 ow J h0 - -- 4" P.V.C. LAV,� /2'- ; I I I . \ / M — �. _ > J M TILE'U I 0 o _ _-_ DRAIN BY PLUMBER 0 Oro C SHOWE OPT, 3�Ei-L0C ;: CJ L :3. O A5V. �. WASHER 4j 51.411 OG O z2 13'-8" a 52'-4" 9' 0" 13'-8" JOB NUMBER 25002,145 CAD FILE NAME LOT 35 T-011 II QII 411 T-011 IV GJ � i� _. ISSUED 04-24-15 II AIR HANDLER 71 >�w ; CS'9' 3 -O ,u 4, ►� o C-4 LINES FROM " c�.e ELEVATION PITCH UPPER FLOOR 1/8" / FT. �, b �.. ,'ti:; J = CIO o — -I r — — — ; 8" G.M.U. WALL A5V. — �o 5 611 DAVIS BEWS _ 8" C.M.U. WALL ABV: _ W.c.� PAD.F-1 DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ­_­� EST. 1994 �::--- - -- 4" P.V.C. LAV,� /2'- ; I I I i I RYEtz I J I- \ / — � L — — — � _ 3/4 CONDENSATION TILE'U I _ _-_ DRAIN BY PLUMBER _ SEAT SHOWE OPT, A5V. RECE55 WASHER 51.411 13'-8" 20' II" 2' I" 1'-811 3' IN" .. I = ' � Y-0"64" A/C f PAD (SEE MECH. \ / I - co PAYERS CONTRACTOR 28'41 I I'-9" 5'-1" 2'-8" 13'-811 f^ 3/4" CONDENSATION FOR LDC.)s„ 14'-6" �I I DRAIN BY PLUMBER co II 3/41' RECESS FOR DR - ENTRY M - ' II 4 P.V.C. AIR HANDLER � I II I II 13 2 -5 I II � 18 -6 II 8 LINES FROM UPPER FLOOR co _ — c� /J 11 :n NOTE: ALL 6LA5 ANGLES ARE AT 45° (UN.O.) A\ 2'-1 -_ i PAVER DRIVE / LEADWALK IQ - REFERENCE / %J = ac ELEVATIONLLJ `r w PROVIDE WATER \\\� LLL PITCH i s PITCH u; LINE FOR ICE MAKER J CJ. TO pRAIN C.J. A 1/8" / FT. o ---_____ 3'-6" ------------------ ---------------------- ^AA ` i 17 — 7(I SLAB 3C2 OF REF. G.C. VERIFY ACRYLIC 31' IO" I — 9' I" 3' 911 204" i 811 ON LANAI N III°�I�� all QII. I I� 50 GAL . f 811 ( W.H. co o °O ®G; O .t'\C?? zi .0,0, °° �� Go s� 41 /�' • : ®iV►�,® ` • � Gar ®s 0 d- M v G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GA] 0 RAGE 585 '�s,+o tr•��y � T x 6 Y F 4311 M4 03 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ­_­� EST. 1994 �::--- 0 d- M v G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GA] 0 RAGE 585 SLAB INTERFACE PLAN GARAGE LEFT '�s,+o tr•��y � T x 6 Y F 4311 M4 SLAB INTERFACE PLAN GARAGE LEFT 3,-0,,x3-0" A/C 3'-0"x3-0" A/G ICON RACTOR [ ICONNTRACTOR I' IFOR Loc.) I IFOR LOC.) L ---J L--- � <r o. A.F.F AFF. J -R DIRECT VE HANSEN BOX AIR HANDLER �THRU EXT. mmi nul c=trA4t JOB NUMBER 25002.145 CAD F1LE NAME LOT 35 ISSUED 04-24-15 .yISED FLAT HEADER AT V-0" A.F.F, s,0® ••® ' TEXTURED FOAM •• .�•`e"� c s BANDING (TYP.) DRY�ACK * •�`U�;A''� (SEE ELEVATION) LEDGE6TONE , m. • � X-1 e, e �4 `:• : ®� RAMS I AFF. RING ENTRY N. 9'-4" PLT. HT. 7 W- PAVERS a T.O.M. LINE OF 3-06-0a 9' 4 DRY5TACK 6-PNL. I a AFF. LEDGE5TONE FOYER DAVIS BEWS 9'-4" INSULATE DESIGN GROUP FLAT CLG. WALLS LINE OF SECOND I 150 STATE STREET EAST :CN 34677 FLOOR ABV. I S10�SMAR, F10RIDO 3. 925.130TEL 813.925.1800 FAX WWW.DAVISBEWS.COM / I PAVER DRIVE / `I-AMPA • DEAiVEiZ. LINE OF SECOND I LEADWALK EST. 1994y FLOOR ABV. \ �s� INSULATE - \ ABOVE k /I GARAGE I Q 20'-o"x20'—o" \ QI 1 If I 9,-4" PLT. HT. o I AA 3C2 G oI I INSULATE Q WALLS W z SM GAL. �L--------– — — — — � T.o,M. O.H.C. A.F.F. H.B. LINE'OF T,OM. DRY5TACK 9' 4" 9'-4" W AFF. LEDGESTONE REFER TO SHEET 2A2 FOR MAIN FLOOR Z PLAN DIMENSIONS0 TYPICAL MASONRY x N WINDOW SCHEDULE U �0 -j t% 0) •2do N0)MN a> , -. 0f.?:=.Jcm ���e 0 0 ro 4,1 .1, J V O Irk 0 C 0 t cy >E L 7�"'cy o 41z620 WINDOW WIDTHS 2011 JOB NUMBER 25002.145 CAD F1LE NAME LOT 35 ISSUED 04-24-15 .yISED FLAT HEADER AT V-0" A.F.F, s,0® ••® ' TEXTURED FOAM •• .�•`e"� c s BANDING (TYP.) DRY�ACK * •�`U�;A''� (SEE ELEVATION) LEDGE6TONE , m. • � X-1 e, e �4 `:• : ®� RAMS I AFF. RING ENTRY N. 9'-4" PLT. HT. 7 W- PAVERS a T.O.M. LINE OF 3-06-0a 9' 4 DRY5TACK 6-PNL. I a AFF. LEDGE5TONE FOYER DAVIS BEWS 9'-4" INSULATE DESIGN GROUP FLAT CLG. WALLS LINE OF SECOND I 150 STATE STREET EAST :CN 34677 FLOOR ABV. I S10�SMAR, F10RIDO 3. 925.130TEL 813.925.1800 FAX WWW.DAVISBEWS.COM / I PAVER DRIVE / `I-AMPA • DEAiVEiZ. LINE OF SECOND I LEADWALK EST. 1994y FLOOR ABV. \ �s� INSULATE - \ ABOVE k /I GARAGE I Q 20'-o"x20'—o" \ QI 1 If I 9,-4" PLT. HT. o I AA 3C2 G oI I INSULATE Q WALLS W z SM GAL. �L--------– — — — — � T.o,M. O.H.C. A.F.F. H.B. LINE'OF T,OM. DRY5TACK 9' 4" 9'-4" W AFF. LEDGESTONE REFER TO SHEET 2A2 FOR MAIN FLOOR Z PLAN DIMENSIONS0 1 ul 1-1E 9 4J HATCHING LEGEND IN5ULATE WALL ; MAIN FLOOR PLAN NOTES_ GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 5311 WINDOW CALL -OUTS � 26" 12 5H 1/2 32 5H' 22 5H 32 5H w = 39" 13 5H I/2 33 5N 23 5H 33 5H 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H �--� Z 12" -3:16 5H 1/2 36 5H 26 5H 36 5H �c G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, � w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURER AND 5PEGIFICATION5. z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -$H, CA5EMENT- C5MT, OR FIXED GLA55- F.GJ 1 ul 1-1E 9 4J HATCHING LEGEND IN5ULATE WALL ; MAIN FLOOR PLAN NOTES_ GARAGE LEFT 11 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES J L _ — _ J 150 STATE STILEEi EAST OLDSMM, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 U ro 0 J h� T SSD �4AME 4 15 0000) v `^ v REFER TO SHEET 2AI 2 PJM ��.®irs.o,®• v L. L 0 s) LL REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 9'-m" 13'4' 'JOB NUMBER 25002.145 • X ro w 150 STATE STILEEi EAST OLDSMM, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 U ro 0 J h� SSD �4AME 4 15 0000) co REFER TO SHEET 2AI 2 PJM ��.®irs.o,®• L. L 0 s) LL 0 0 -0 J V 0 FOR MAIN FLOOR 05% �r EOCC) LL 5 �CJ L 0 * N p m PLAN NOTES to L. NCh Z r L 0 •:141 9'-m" 13'4' 'JOB NUMBER 25002.145 • DAVIS BEWS DESIGN GROVP 150 STATE STILEEi EAST OLDSMM, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 L0T 35 Fl,`„1111 SSD �4AME 4 15 REFER TO SHEET 2AI ��.®irs.o,®• FOR MAIN FLOOR �r PLAN NOTES •+• 4 t� i •:141 :n 10 � N -00 +otn L z IEIV I -1 2.4„ tai_mn .., �y DAVIS BEWS DESIGN GROVP 150 STATE STILEEi EAST OLDSMM, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 1 694 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT PROVIDE 2030 TEMP, SH, PAN AND DRAIN24" H. A1C HD. AT 1'-8" UNDER A.H.U. /_ PLATFORM HD. AT 1'-8" 2x 2x4 FRAME FRAME WALL WALL =DROOM 4 -6°x11'-0" -0" FLAT CLG. I \ I — — — — — - — — — — - — — — — — — — — ON 7 5-0x6-8 SFp J I R/S TYPICAL WOOD FRAME .c x WINDOW SCHEDULE C r0° CAD FILE NAME LOT 35 0 JLo J 2411 3611 y N^ ON�iM 813. 92-5 .1300 TEL 813 - 925. 1800 FAX mm N EST. 1994 rI, L >•;JM L ` ° LL (D 20" 0 0 1818 F.G. 2018 F.G. 3018 F.G. EIL=�� o�C. 030 t Cj 0 ~ 2020 F.G. 3020 F.G. to 6. lC n O 41Z��� J 3050 9H, `e�iR. =DROOM 4 -6°x11'-0" -0" FLAT CLG. I \ I — — — — — - — — — — - — — — — — — — — ON 7 5-0x6-8 SFp J I R/S TYPICAL WOOD FRAME JOB NUMBER 25002.145 WINDOW SCHEDULE - WINDOW WIDTHS CAD FILE NAME LOT 35 DESIGN GROVP 2411 3611 150 STATE STREET EAST ISSUED 04-24-15 813. 92-5 .1300 TEL 813 - 925. 1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 rI, RAE;- SFR,1119°• (D 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = O J 3050 9H, `e�iR. v p HD. AT 1 -8 n 36" .~ Si 3030 5H 4030 5H * EGRESS .mq� 6 z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H z i 60" 1850 5H 2050 5H 19 4050 5H ®sees e• � 12" c�6 2060 5H 3060 5H 4060 5H fir r— a eci u w WINDOW 51zE5 ANAN[)INSTALLATION MAY VARY PER F -MANUFACTURER BQ I z REFER TO FLOOR PLANS FOR STYLE OF WINC)OW U5E0 l5INGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) r TWO =DROOM 4 -6°x11'-0" -0" FLAT CLG. I \ I — — — — — - — — — — - — — — — — — — — ON 7 5-0x6-8 SFp J I R/S #15 - 1 694 UPPER FLOOR PLAN NOTES GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS DAVIS BEWS DESIGN GROVP 2411 3611 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 92-5 .1300 TEL 813 - 925. 1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 #15 - 1 694 UPPER FLOOR PLAN NOTES GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 48° F - WINDOW CALL -OUTS (D 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = O J - O 36" 1830 5H 2030 5H 3030 5H 4030 5H z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL W10OW5, u w WINDOW 51zE5 ANAN[)INSTALLATION MAY VARY PER F -MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINC)OW U5E0 l5INGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) #15 - 1 694 UPPER FLOOR PLAN NOTES GARAGE LEFT I 7 � U UPPER FLOOR, PLAN DIMENSIONS GARAGE LEFT • x m U ro CAD FILE NAME LOT 35 0 do ISSUED 04-24-15 DESIGN GROW o� OLDSMA14 , FLORIDA 34677 813.925.1300 TEL L ■ > = M � W W W.DAVISBEWSCOM TAMPA • DENVER pu>LL Ln • 0 0 �C � J T O L 0. �vC{ jL-t -V L 7 N m r+ o .- � �� • o O Q Z�Ld 7 � U UPPER FLOOR, PLAN DIMENSIONS GARAGE LEFT • JOB NUMBER 25002.145 • CAD FILE NAME LOT 35 DAVIS BEWS ISSUED 04-24-15 DESIGN GROW C� l 11111 OLDSMA14 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 F�—� 11J s • o p 7 � U UPPER FLOOR, PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMA14 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 F�—� 7 � U UPPER FLOOR, PLAN DIMENSIONS GARAGE LEFT III. LL _ _ 0 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE 3/4" PLYWD. Z RAILING DECKING O PT. 8" TRAY CLG. BEAM IN MASTER 5UITE LINE OF 6'-8" MIN, BEAM FLOOR HEAD CLEARANCE FLOOR SYSTEM r SYSTEM /� OPEN TO • x l0 w. CAD FILE NAME LOT 35 FAMILY ROOM Urtoto O 0 J h� / MND 0 N M M N r 42" H. 10.00 2x 5TRINGERSLu `. ?JM h8 "1 ��LL • 41r aq 00 , omC0 3�E L Ol 1. m L :+ N 4 ZG�d 5TORAGE it 0 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE 3/4" PLYWD. Z RAILING DECKING O PT. 8" TRAY CLG. BEAM IN MASTER 5UITE LINE OF 6'-8" MIN, BEAM FLOOR HEAD CLEARANCE FLOOR SYSTEM r SYSTEM /� OPEN TO " JOB NUMBER 25002.145 " CAD FILE NAME LOT 35 FAMILY ROOM ISSUED 04-24-15 REVISED / 42" H. 10.00 2x 5TRINGERSLu VD h8 "1 41r aq cl- olio" N 1. _ 5TORAGE it DAMS BEWS UNDER DESIGN GROUP n, 2x TREADS AND 5TAIR6 150 STATE STREET EAST OLDR AR, FLORIDA 34677 Ix R16ER5 ITYP) N 813. 925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 0 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE 3/4" PLYWD. Z RAILING DECKING O PT. 8" TRAY CLG. BEAM IN MASTER 5UITE LINE OF 6'-8" MIN, BEAM FLOOR HEAD CLEARANCE FLOOR SYSTEM r SYSTEM /� UNDER-6TAIR PROTECTION �C 111READ5 AT IOOO" EACH 1 1 P ARCHWAY11 ENCLOSED ACCE551BLE SPACE UNDER 6TAIR6 5HALL A SCALE: 1/4" = 1'-0" HAVE WALLS, UNDER -STAIR SURFACE AND ANY 6OFFIT STAIR SECTION- PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5Uh1 BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 SCALE: I/4" = I' 0" ' q,U I UJ//"� ( '\ 1 PLAN DETAILS 6CALE: 1/4 _ V-011 GARAGE LEFT OPEN TO FAMILY ROOM / 42" H. 10.00 2x 5TRINGERSLu LOW WALL (TYP) —�-I I" NOSING u (TYP.) _ 5TORAGE cz UNDER n, 2x TREADS AND 5TAIR6 Ix R16ER5 ITYP) N UNDER-6TAIR PROTECTION �C 111READ5 AT IOOO" EACH 1 1 P ARCHWAY11 ENCLOSED ACCE551BLE SPACE UNDER 6TAIR6 5HALL A SCALE: 1/4" = 1'-0" HAVE WALLS, UNDER -STAIR SURFACE AND ANY 6OFFIT STAIR SECTION- PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5Uh1 BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 SCALE: I/4" = I' 0" ' q,U I UJ//"� ( '\ 1 PLAN DETAILS 6CALE: 1/4 _ V-011 GARAGE LEFT OPEN TO FAMILY ROOM UNDER-6TAIR PROTECTION �C 111READ5 AT IOOO" EACH 1 1 P ARCHWAY11 ENCLOSED ACCE551BLE SPACE UNDER 6TAIR6 5HALL A SCALE: 1/4" = 1'-0" HAVE WALLS, UNDER -STAIR SURFACE AND ANY 6OFFIT STAIR SECTION- PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5Uh1 BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 SCALE: I/4" = I' 0" ' q,U I UJ//"� ( '\ 1 PLAN DETAILS 6CALE: 1/4 _ V-011 GARAGE LEFT 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING 3/4" THICK NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE66 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 45TM 6926, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C, RESIDENTIAL CODE 8103.6,2, AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE R6123 8" BANDING PLT. H?. 4" BANDING z x m (TYP.) u� C 1'-4" W. x 54" H. DECORATIVE J 6, FIXED SHUTTERS «� N. 4" BANDING X � w SECOND FF. LINE � v M n V T.O.M. z 0 0 DECORATIVE CORBEL 3/4" THICK NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE66 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 45TM 6926, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C, RESIDENTIAL CODE 8103.6,2, AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE R6123 8" BANDING PLT. H?. G.C. VERIFY - ALL BANDING AT STONE LOCATIONS 16 TO PROJECT 1/2" PAST THE FACE OF THE STONE 4" BANDING • • x m (TYP.) C 1'-4" W. x 54" H. DECORATIVE J 6, FIXED SHUTTERS «� N. 4" BANDING C (TYP.) y . r SECOND FF. LINE v M V T.O.M. _ 6 L 0 0 DECORATIVE CORBEL (SEE DETAIL)(TYP.) – C Q TEXTURED —� LL _0 '� FIN15H v N G fp 6" BANDING c h DRY5TACK 0 z 01 LEDGES IONE (TYP.) MAIN F.F. LINE _ GRADE LINE (ASSUMED) G.C. VERIFY - ALL BANDING AT STONE LOCATIONS 16 TO PROJECT 1/2" PAST THE FACE OF THE STONE • JOB NUMBER 25002.145 0 CAD FILE NAME LOT 35 ISSUED 04-24-15 REVISED • ® cl-i •ew ,, ®®. , , ® ">. `1 s • _: W .1: DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 V C) 12 L -SHINGLE 12 ro ROOF Q6 12 LBHINGLE Q6 G.C. VERIFY 12ROOALUMINUM OVER 6 F Q 2x6 SUS -FASCIA (TYPICAL)0 PLT. Hl', 1 15TUCCO I'-4" W. x 5'-0" H. 0 StuccoDECORATIVE ce z FIN15H 7 EQ. EQ. FIN15H FIXED 5HUTTER5 7 � 12 n, 6 Q6 LSHINGLE Q6 ROOF SECOND F.F. LINE 4" BANDING _fflT7 8" BANDING 8" BANDING T.O.M. _ SET BOTT, OF 24 W. x 2'-6" H BAND AT T.O;M. DECORATIVE DECORATIVE CORBEL 8" BANDING FIXED SHUTTERS (SEE DETAIL) (TYP.) 411 BANDING 211 —RAISED FOAM (TYP.) El❑❑❑❑O❑ i-8 EE (SEEDETAIL) 9Q. 4" BANDING ' ❑❑❑❑❑❑❑❑ T 6"BANDING DRYSTACK LEDGESTONE Ln (TYP.) MAIN FF. LINE M 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) FRONT ELEVATION - 0 _' SCALE: I/4II - 14" 2585 ELEVATION "C" GARAGE L FT • • x m C Uoo 0 J N. ON0(' -/h y . r >_ J N V ���• 0 0 ro� .� J O C Q LL _0 '� N G fp c h 0 z 01 • JOB NUMBER 25002.145 0 CAD FILE NAME LOT 35 ISSUED 04-24-15 REVISED • ® cl-i •ew ,, ®®. , , ® ">. `1 s • _: W .1: DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 V C) 12 L -SHINGLE 12 ro ROOF Q6 12 LBHINGLE Q6 G.C. VERIFY 12ROOALUMINUM OVER 6 F Q 2x6 SUS -FASCIA (TYPICAL)0 PLT. Hl', 1 15TUCCO I'-4" W. x 5'-0" H. 0 StuccoDECORATIVE ce z FIN15H 7 EQ. EQ. FIN15H FIXED 5HUTTER5 7 � 12 n, 6 Q6 LSHINGLE Q6 ROOF SECOND F.F. LINE 4" BANDING _fflT7 8" BANDING 8" BANDING T.O.M. _ SET BOTT, OF 24 W. x 2'-6" H BAND AT T.O;M. DECORATIVE DECORATIVE CORBEL 8" BANDING FIXED SHUTTERS (SEE DETAIL) (TYP.) 411 BANDING 211 —RAISED FOAM (TYP.) El❑❑❑❑O❑ i-8 EE (SEEDETAIL) 9Q. 4" BANDING ' ❑❑❑❑❑❑❑❑ T 6"BANDING DRYSTACK LEDGESTONE Ln (TYP.) MAIN FF. LINE M 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) FRONT ELEVATION - 0 _' SCALE: I/4II - 14" 2585 ELEVATION "C" GARAGE L FT LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 3325 SQ. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF IS ACQUIRED. VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER --------- ------ ------------------ I 4:12 t i I I I ILu 6:12 n fit 0( I t ti� t I 4e 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING z 3/411 1 .. THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL TNICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103b.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C. RESIDENTIAL CODE R103b2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" ROT4112-mmema� SCALE: 1/8" = I'-0" CLEAR OPENING NEIGNi'5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 GIRDER 6% Q6 GIRDER REQUIREMENTS FOR ROOF TRUSS rRuss PITCHES 4:12 AND UNDERROOF TRU55E5 * * * * * 6� AT 24" O.G. a6 (TYPICAL) _ /2 -STORY 11 El @ El 11 ❑❑ 011 VOLUME0 FT O BR. 3 0 mROOF TRU55E5 412 "_' 00 �0 0� AIPIGALI - - FLOOR SYSTEM OPEN BEAM CONG 6:12�' z o x ('� i UPPER ROOF 0_j °C 'Adon V,0.2 N' VENT REQUIREMENTS N coo) ` cm G.C. VERIFY THAT 35139 5Q. IN. co co 0 roc n � J � 0 0 OF VENTILATION THROUGH UPPER E0% LL�I = L to +� ' 1 2/3 OF ROOF 15 ACQUIRER ) �n 4d 0 Z z 0 VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE I t t AREA PER VENT. I � p 6:12 6:12 _ 1 I 1 I t - 6:129��Fj ---------- r------ I —► 6:12 I 91.011 � j i yo--�- L t w I 6:12 ° 6:12 ! LOWER ROOF VENT REQUIREMENTS G.G. VERIFY THAT 126.93 50. IN. Lu i i OF VENTILATION THROUGH UPPER m o I I i 2/3 OF ROOF 15 ACQUIRED. t7_ o - i VERIFY QUANTITY OF ROOF VENTS -----------.-- -------------� REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE 11 �11 AREA PER VENT. TYP. OVERHANG AT GABLE AA (U.ND.) 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING z 3/411 1 .. THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL TNICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103b.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C. RESIDENTIAL CODE R103b2. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" ROT4112-mmema� SCALE: 1/8" = I'-0" CLEAR OPENING NEIGNi'5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 GIRDER 6% Q6 GIRDER REQUIREMENTS FOR ROOF TRUSS rRuss PITCHES 4:12 AND UNDERROOF TRU55E5 * * * * * 6� AT 24" O.G. a6 (TYPICAL) _ /2 -STORY 11 El @ El 11 ❑❑ 011 VOLUME0 FT O BR. 3 0 mROOF TRU55E5 412 "_' 00 �0 0� AIPIGALI - - FLOOR SYSTEM OPEN BEAM CONG LINTEL Ll Ll `r FAMILY u • I T. GARAGE JOB NUMBER 25002,145 CAD FILE NAME LOT 35 LANAI 00 N ISSUED 04-24-15 REVISED ' «::� •« SECTION AA, : zt ...� a 4.1 —r...1 z e SCALE: I/811 - 1'-011 ''•� REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF T;\ PITCHES 4:12 AN*UN ER 12 Q6 _ SHINGLE ROOF - PLT. HT_ SECOND FF. LINE _ T.O.M. _ t MAIN F.F. LINE GRADE LINE - (ASSUMED) 12 6� LSHINGLE Q6 ROOF - - - - - PLT. NT_ _ DAVIS BEWS /5TUCCO LSTUCCO = /5TUCCO � DESIGN GROVP FINISH FIN15H FIN15H 7 7 150 STATE STREET EAST 2 SHINGLE / / O1DSMAR,FLORDA 34677 4 811 ROOF SECOND FF. LINE 2SIHINGLE SECOND F.F. LINE 813 . 925.1300 TIEL $ ROOF — 813.925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER cn EST. 1994 F— - /� /TEXTURED �21 OI -TEXTURED _ LTEXTURED TYP DRY5TACK Q, FIN15H FIN15N @� FINISH RETURN LEDGESTONE �l 7 AT SIDES (TYP.) �• / (UN.O.) - - - - - - - - - - - - - MAIN F.F. LINE GRADE LIME (ASSUMED) LEFT ELEVATION SCALEQ :-I/VII it -//III �. 1212 6 12 6 Q6 Q LSHINGLE -SHINGLE ROOF PLT. HT. HL ROOF - - PLT. HT._ 0 W /�TIUCGO * F.G. F.G. SECOND FF. LINE_ 811 -�-SHINGLE a4 SECOND FF. LINE T.O.M. _ ROOF T.OM, _ d- TEXTURED _ FIN15H 6? * co MAIN F.F. LINE x TEMP. J Lo r0 0_j 'Adon V,0.2 N' N coo) ` cm co co 0 roc n � J � 0 0 E0% LL�I = L to +� ' 1 ) �n 4d 0 Z z 0 LINTEL Ll Ll `r FAMILY u • I T. GARAGE JOB NUMBER 25002,145 CAD FILE NAME LOT 35 LANAI 00 N ISSUED 04-24-15 REVISED ' «::� •« SECTION AA, : zt ...� a 4.1 —r...1 z e SCALE: I/811 - 1'-011 ''•� REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF T;\ PITCHES 4:12 AN*UN ER 12 Q6 _ SHINGLE ROOF - PLT. HT_ SECOND FF. LINE _ T.O.M. _ t MAIN F.F. LINE GRADE LINE - (ASSUMED) 12 6� LSHINGLE Q6 ROOF - - - - - PLT. NT_ _ DAVIS BEWS /5TUCCO LSTUCCO = /5TUCCO � DESIGN GROVP FINISH FIN15H FIN15H 7 7 150 STATE STREET EAST 2 SHINGLE / / O1DSMAR,FLORDA 34677 4 811 ROOF SECOND FF. LINE 2SIHINGLE SECOND F.F. LINE 813 . 925.1300 TIEL $ ROOF — 813.925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER cn EST. 1994 F— - /� /TEXTURED �21 OI -TEXTURED _ LTEXTURED TYP DRY5TACK Q, FIN15H FIN15N @� FINISH RETURN LEDGESTONE �l 7 AT SIDES (TYP.) �• / (UN.O.) - - - - - - - - - - - - - MAIN F.F. LINE GRADE LIME (ASSUMED) LEFT ELEVATION SCALEQ :-I/VII it -//III �. 1212 6 12 6 Q6 Q LSHINGLE -SHINGLE ROOF PLT. HT. HL ROOF - - PLT. HT._ 0 W /�TIUCGO * F.G. F.G. SECOND FF. LINE_ 811 -�-SHINGLE a4 SECOND FF. LINE T.O.M. _ ROOF T.OM, _ d- TEXTURED _ FIN15H 6? * co MAIN F.F. LINE TEXTURED FIN15H iO MAIN FF. LINE 0 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION oC SCALE: 1/811 = 11-011 12M 6 a6 SHINGLE 6� 4-5HINGLE 12 ROOF ROOF 6 'k - PLT. HL - - - - - - PLT. HT_ SECOND FF. LINE T.O.M. DRY5TACK LEDGE5TONE :'TYP.) ---� MAIN FF. LINE GRADE LINE-` (ASSUMED) /,Tucco J - �- TEMP. -O co FIN15H STUCCO SHINGLE * t FINISH 7 SHINGLE ROOF �l - ROOF 6� 811 _SECOND FF. LINE _SECOND FF. LINE 2585 g /TEXTURED - FIN15H /TEXTURED 5H R: • TEMP. FIN15H (3UILTITLE SIDES AND REAR ELEVATIONS MAIN F.F LINE IN ROOF PLAN - - - - - - - ; \ BUILDING SECTION OilDETAILS _ TYP GRADE LINE - RETURN (ASSUMED) wGu* J AT SIDE$ - (U.N.O.) RIGHT ELEVATION 69SHEET • SCALE: lis" = 1411 11 11 ELEVATION C3C2 GARAGE LEFT . TEMP. TEXTURED FIN15H iO MAIN FF. LINE 0 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION oC SCALE: 1/811 = 11-011 12M 6 a6 SHINGLE 6� 4-5HINGLE 12 ROOF ROOF 6 'k - PLT. HL - - - - - - PLT. HT_ SECOND FF. LINE T.O.M. DRY5TACK LEDGE5TONE :'TYP.) ---� MAIN FF. LINE GRADE LINE-` (ASSUMED) /,Tucco J - �- TEMP. -O co FIN15H STUCCO SHINGLE * t FINISH 7 SHINGLE ROOF �l - ROOF 6� 811 _SECOND FF. LINE _SECOND FF. LINE 2585 g /TEXTURED - FIN15H /TEXTURED 5H R: • TEMP. FIN15H (3UILTITLE SIDES AND REAR ELEVATIONS MAIN F.F LINE IN ROOF PLAN - - - - - - - ; \ BUILDING SECTION OilDETAILS _ TYP GRADE LINE - RETURN (ASSUMED) wGu* J AT SIDE$ - (U.N.O.) RIGHT ELEVATION 69SHEET • SCALE: lis" = 1411 11 11 ELEVATION C3C2 GARAGE LEFT . 12 PITCH AS PER ELEV./ I I I -II II,L JI 11 1 Ii_ -- 3 'FAB 25 YR SHINGLE ON 15# F'EL.'fl OVER 15# FELT ROOF SHEATHING SPECIFIED ON NAIL -INC SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C, HURRICANE STRAP PER ROOF FRAMING PLAN m rD (ASSEMBLED WINDOW 50# FELT OVER BRG. HGT. — ...... • JOB NUMBER 25002.145 • LO C 0 too FLASHING ALUM, DRIP EDGE 0 METAL FLASIIINC,--..-�' ISSUED 04-24-15 2x6, FASCIA m °N�M OLDSMAR, FLORIDA 34677 REVISED VENTED ALUM. SOFFIT W W W.DAVISBEWS.COM TAMPA • DENVER im ' =JM SHEATH & EXT. FINISH i.� ���• WINDOW FLASHING AS REO'D 5x5 METAL FLASHING 1x4 WINDOW TRIM .- .. .... _ E DBL. HEADER TYPICAL WINDOW & SLIDING GLA DOOR Z FLASHING DETAIL N.T.S. CONTRACT C WEATHER — FOLD UP WEATHER MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER AS NECESSARY IN BARRIER TEMPORARILY SECU CORNERS THROUGH y«e• CS �® • FLASHING WEATHER .. III '�— EXTERIOR RESISTIVE CONTRACT I SHEATHING BARRIER G TAPE— 2 DETAIL SILL PLATE TYPICAL ROOF TO WALL FLASHING DETAIL m rD (ASSEMBLED WINDOW 50# FELT OVER RO )I INTERSECTIONS. C'U .FI_EI:C,t_> x N w • JOB NUMBER 25002.145 • LO C 0 too FLASHING Rg F LASHING SS 6� AT WALL 7. AT BUILT—IN 50# FELT OVER RO )I INTERSECTIONS. C'U .FI_EI:C,t_> x N w • JOB NUMBER 25002.145 • LO C 0 too CAD FILE NAME LOT 35 0 METAL FLASIIINC,--..-�' ISSUED 04-24-15 m °N�M OLDSMAR, FLORIDA 34677 REVISED tt�N W I W W W.DAVISBEWS.COM TAMPA • DENVER im ' =JM i.� ���• V J T O 00 5x5 METAL FLASHING I . .- .. .... _ E SHINGLE ROOF PER w/TAR BETWEEN ' a a n -- 18"x18" METAL CONTRACT C AI FL SH NG AND SHINGLES 11 FLASHING y«e• CS �® • SHINGLE PER IID' .. III CONTRACT I G TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. & TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING RE 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH WATER *z14 FLASHING TO FORM SHEDDING LAPS - FOLD UP WEATHER . 2, SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO 4' RESISTIVE BARRIER & TEMPORARILY SECURE: ALLOW FOR FLASHING INS FALLA[ION t5'ls 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL. PER PLAN 5. FOLD WEATHER RESISTIVE; BARRIER BACK OVER HEAD FLASHING WITH WEATHER RESISTIVE BARRIER TAPE AND SEAL 41111 WEATHER RESIS"IIVT BARRIER CSF `4151 SILL PLATE (SEE DETAIL B FOR OPTIONS) � DO NOT FLASH J /L I OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1, CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING INSTALLATION 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUM 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4, INSTALL FLASHING AND WEATHER RESISTIVE FL_ASIAING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAI N.T.S. SEE NOTE #2"—` `�. ;.I r 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 DO UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 6" 5"x5 METAL FLASHING CORNER PATCH w/TAR BETWEEN RUN KICKOUT FLASHING 6" FLASHI �GAN IIISHINGL PAST EDGE OF ROOF (MIN. / ROOF PER PLAN FLASHiNG OF �/ lJ FLASHING NUMB NOTES T F-- ADHESIVE V TYPE 1. FLASHING 0 BE FLEXIBLE SPI.. AD ES E T E (MIN. 6" WIDE) TYPICAL RODE TO WALL FLASHING DETAIL 2. INSIALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY N.T.S. PLM VIEW L TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. Y-010 _FBRC SECTION 703,8_ EXTERIOR WALLS SHALL PROVIDE THE BJI_IDNG WITH A WEATHER— RES{S�ANT EXTERIOR R WALL ENVELOPE THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION F`703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIC31•IING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 Ing/m2) AND COMPLYING WITH ASTM D 226NOR OTHER APPROVE[) WEATHER— RESISTANT MATERIAL SHALL DE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE -8703.4. SUCH FELT OR MATERIAL-- SHALL BE APPLIED HORIZONTALLY, WITII THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS OCCUR, FELT SHAI...1- BE I..APf='E.D NOT LESS THAN 6 INCHES (152 mrn)° APPROVE[:) CORROSION—RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE. IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER;' TO THE STRUCTURAL FRAMING COMPONENTS. TI IE FI__,ASIIING Sl ]ALL EXTEND TO THE SURFACE OF T1 --IE EXTERIOR WALL FINISH AND SHALT_ BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF '[HE FOLLOWING LOCATIONS; 1. AT TOP OF ALL EXTERIOR 'v^v''II11D(__)W AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF EXCEPT THAT SELF ----FLASHING WINDOWS HAVING A CONTINUOUS I....AP OF NO -l" I. F.S� II -IAN N 1 1/8 INCHES 2.8mm) OVf,:�.R THE SHEA I IHING MA TRIAL_ AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO ,NOT REQUIRE ( -.. S �IIId S A C WI--IEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. I'�DL)ITIONAI..- � I.,.,,A�I dII'J4.,, JAMB FLASHING MAY AL.�07 BE OMITTED 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. .� l TYPICAL FLASHING DETAIL AT SILL PLATE 4. CONTINUOUSLY ABOVE ALL F R JECTINC WOOD D Tf�IM. N.T.S. 5. WHERE I�_X I ERIOR PORCHES, DIEL C:;KS OR SFAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONSTRUCTION, 11/2" THICK SANq FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 6� AT WALL 7. AT BUILT—IN AND RO )I INTERSECTIONS. C'U .FI_EI:C,t_> x N w • JOB NUMBER 25002.145 • LO C 0 too CAD FILE NAME LOT 35 0 11/2" THICK SANq FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 77 x N w • JOB NUMBER 25002.145 • LO C 0 too CAD FILE NAME LOT 35 0 ISSUED 04-24-15 m °N�M OLDSMAR, FLORIDA 34677 REVISED tt�N W I W W W.DAVISBEWS.COM TAMPA • DENVER im ' =JM i.� ���• V J T O 00 � C 0 I . LLL c 3 �El0 L �++cV 6�'ro� *+ z° a a n V j.. Freqr 11/2" THICK SANq FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 77 N • JOB NUMBER 25002.145 • z CAD FILE NAME LOT 35 DAVIS BEWS ISSUED 04-24-15 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 REVISED 813 - 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � W I . _ a a n V j.. Freqr C y«e• CS �® • III 11/2" THICK SANq FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3" = II -m" 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNESS PAPERBACK LATH 1 MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2'I BELOW CMU LO 2 METAL OR PLASTIC EXPANSION JOINT ro III FROM TOP OF CMU �* 5 5/611 STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN I�•�IIII�111Oe�IIII111111111e�11��11�1•ell ' NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2585 WEEP SCREED DETAIL t �G TITLE BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = I -mit � �,� fa�, ,�t FLASHING DETAIL DETAILS 6 16 9 A., ELEVATIONC GARAGE LEFT 77 N z DAVIS BEWS o 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 w 813 - 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � W TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3" = II -m" 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNESS PAPERBACK LATH 1 MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2'I BELOW CMU LO 2 METAL OR PLASTIC EXPANSION JOINT ro III FROM TOP OF CMU �* 5 5/611 STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN I�•�IIII�111Oe�IIII111111111e�11��11�1•ell ' NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2585 WEEP SCREED DETAIL t �G TITLE BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = I -mit � �,� fa�, ,�t FLASHING DETAIL DETAILS 6 16 9 A., ELEVATIONC GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813 - 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 � TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3" = II -m" 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNESS PAPERBACK LATH 1 MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2'I BELOW CMU LO 2 METAL OR PLASTIC EXPANSION JOINT ro III FROM TOP OF CMU �* 5 5/611 STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN I�•�IIII�111Oe�IIII111111111e�11��11�1•ell ' NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2585 WEEP SCREED DETAIL t �G TITLE BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = I -mit � �,� fa�, ,�t FLASHING DETAIL DETAILS 6 16 9 A., ELEVATIONC GARAGE LEFT MICROWAVE OUTLET +14° OUT r G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE FDR T�lfs. SERVICE 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE,, J4" (UNLESS A5V COUNTERTOP) TELEVISION ... 14" 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX WWW.DAVLSBEW&COM TAMPA • DENVER � HALF -SWITCHED DUPLEX LE Lo LoO 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 060 J h �, SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE E$p SPECIAL PURPOSE OUTLET N. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 2N0M DUPLEX OUTLET IN FLOOR 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ENTRYI m X10 C4 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, 220 VOLT OUTLET • CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 0 0 ro02 c aJ�h WALL SWITCH 0t c0 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY 13 THREE-WAY SWITCH L 7++cm O W 4/0 ALU.. CABLE 14 FOUR-WAY SWITCH O Z�� 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL MAIN DISCONNECTMETER A/C DISC. ID DIMMER SWITCH COMBO - SQUARED ORDINANCES. COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE TYP. 014 AND X12 COPPER TO G.F.I. MAIN DISC. INSIDE LIGHTS AND OUTLETS T. EVERY BUILDING HAVING A FOSSIL-DIEL-BUSNING HEATER OR APPLIANCE, AT 48" PANEL LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE (- — - — — — — - — – ;(Q. RECESSED INCANDESCENT LIGHT FIXTURE PURPOSES. SERVICE BY POWER COMPANY �4 COPPER TO 5/" 1 5/8 GROIID ROp 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN *c. LIGHT FIXTURE WITH PULL CHAIN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE PUSHBUTTON FOR I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE TRACK LIGHT GD. OPENER I \ c FLUORESCENT LIGHT FIXTURE 4 EXHAUST PAN EXHAUST PAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ❑cH CHIMES (OPTIONAL) — I I PUSHBUTTON SWITCH (OPTIONAL) II 1 I I I ® CARBON MONOXIDE DETECTOR i 1 l.I I so SMOKE DETECTOR l I I I so SMOKE / CARBON MONO. COMBO DETECTOR a II I ­<TELEPHONE (OPTIONAL) I _L _j I M TELEVISION (OPTIONAL) GF.I. GARAGE I / O THERIOSTAT AT 4811 I 0 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) 50 GAL. L — — — - — — — — _ c� ROUGH -IN FOR OPT. CEILING FAN ELEC. GF.I. ' v ,> PANEL 200 AMP AT 48 IR 48 <1 � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ COACH GJ ROUGH -IN FOR OPT, CEILING PAN LIGHT NOTES W.P. / GF 1. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO 4 AND 5 BELOW INDICATES G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE FDR T�lfs. SERVICE 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE,, J4" (UNLESS A5V COUNTERTOP) JOB NUMBER 25002.145 CAD FILE NAME LOT 35 ISSUED 04-24-15 REVISED TELEVISION ... 14" 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX WWW.DAVLSBEW&COM TAMPA • DENVER C0 Lo LoO 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 060 J h �, SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE N. AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 2N0M 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING m X10 C4 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, • CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 0 0 ro02 c aJ�h DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 0t c0 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY L 7++cm O ROOMS SHALL BE GF.CI PROTECTED 4/0 ALU.. CABLE y� 7� O Z�� 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL MAIN DISCONNECTMETER A/C DISC. ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.D.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND COMBO - SQUARED ORDINANCES. REFER TO FLOOR TYP. 014 AND X12 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS T. EVERY BUILDING HAVING A FOSSIL-DIEL-BUSNING HEATER OR APPLIANCE, AMPS. REQUIRED PANEL MO COPPER TO FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON WATER HEATER MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING UNDERGROUND 08 COPPER TO RANGE PURPOSES. SERVICE BY POWER COMPANY �4 COPPER TO 5/" 1 5/8 GROIID ROp 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ALSO SERVICE ROUNDED SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE TO FOOTING STEEL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 25002.145 CAD FILE NAME LOT 35 ISSUED 04-24-15 REVISED X co w 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX WWW.DAVLSBEW&COM TAMPA • DENVER C0 Lo LoO 060 J h �, N. 2N0M UI d , T m X10 C4 • 0 0 ro02 c aJ�h 0t c0 LLw O L 7++cm O 00 N y� 7� O Z�� JOB NUMBER 25002.145 CAD FILE NAME LOT 35 ISSUED 04-24-15 REVISED ELECTRICAL RISER DIAGRAM 2585 NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL ��-r''� c COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. a" } : r'C R TI TLE • IJ MAIN FLOOR ELECTRICAL PLAN 15- 5 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT ww.w DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX WWW.DAVLSBEW&COM TAMPA • DENVER EST. 1994 ELECTRICAL RISER DIAGRAM 2585 NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL ��-r''� c COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. a" } : r'C R TI TLE • IJ MAIN FLOOR ELECTRICAL PLAN 15- 5 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT HORIz. lin EL CTfRICAL < �' K)= DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER o.P. WEATHERPROOF DUPLEX OUTLET K)EFI GROUND FAULT INTERRUPTER DUPLEX OUTLET UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT x m w FW-- HALF -SWITCHED DUPLEX OUTLET 14 Lo 0 �o j I -O SPECIAL PURPOSE OUTLET N' OL.USMAR, FLORIDA 34677 zff DUPLEX OUTLET IN FLOOR ONMM W W W.DAVLSBEWS.COM TAMPA • DENVER *E 220 VOLT OUTLET \ \ I i. > ;JM WALL SWITCH 3L• 13 THREE-WAY SWITCH � J V O 0 0 T \ \ I 14 FOUR-WAY SWITCH �------- ----_.--------_—_— _OroC00 3�E l L t W Ip DIMMER SWITCH N r-0*f0 -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 4a zr2° �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Qr RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN — — — — — — — � TRACK LIGHT I FLUORESCENT LIGHT FIXTURE --------- I 4 EXHAUST Y ;Q EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIMAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR 1 Q TELEPHONE (OPTIONAL) BEDROOM 3 M TELEVISION coPTloNau Q THERMOSTAT / I ELECTRIC METER JNIL ELECTRIC PANEL </ \% I DISCONNECT SWITCH ROUGH -IN FOR OPT. I ® SPEAKER (OPTIONAL) FANLIGHT I <\7 ROUGH -IN FOR OPT. CEILING FAN c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES- OTES1. 1.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. G.C. VERIFY LOCATION 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOR CEILING FANS FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: PRE -WIRE SWITCHES.... 42" * * * * OUTLETS..... 14" TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION., A411 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 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F05SIL-FUEL-BUI;NING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION 6MOKE/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT 25oj x m w r ll Lo 0 �o DESIGN GROVP N' OL.USMAR, FLORIDA 34677 813.925.1300 TEL ONMM W W W.DAVLSBEWS.COM TAMPA • DENVER Ny .'- i. > ;JM 3L• � J V O 0 0 T _OroC00 3�E l L t W N r-0*f0 4a zr2° 25oj r ll DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.USMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994- 25oj GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD Lu I - SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, Q MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL Q BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SHEET _ SHEET TITLE TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES MINIMUM G50 ZINC COATING J THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S2 FOUNDATION PLAN ~ (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS w ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE p CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. S3 DOWEL PLACEMENT PLAN Z 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN w CAST IN PLACE CONCRETE ❑ I- PREFABRICATED WOOD TRUSSES 0 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF S4.1 NOTES & CONNECTOR LEGEND U � 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR O AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT p /� Q CUl� 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN U) 5 ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LU CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN m 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE Q WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SD 1 FOUNDATION DETAILS THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. O 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN U_ REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SDZ GENERAL DETAILS 0 ......_ "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS LU LuLu BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1.SD4 GENERAL DETAILS tL 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 0 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THEMANUFACTURER UNLESS NOTED ON PLANS �p� �/ �+ Z CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SD5 TWO O STOR i DETAILS L�7 BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY O a o rrlrll111/®/�� = N 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. S D6 TWO STORY DETAILS ®�a �� ��/s/ n wIt 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS : o,.oeee•� i/ �� o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF • `•.e?/O Z Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) "` Q rJ. 4 OR COPPER. FASTENERS SMALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHTWEIGHT CLAY TILE ROOF COVER) `'`; ^`, 0 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES • ®e r [� Q OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF r i . ® 0: � Q - MINIMUM FLOOR DESIGN LIVE LOADS: ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. ~ �" V' _j O A) FLOORS = 40 PSF 'i r% � ° ®� J MASONRY WALL CONSTRUCTIONB) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION •®•ase i °51 ®N LL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90 W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D STAIRS = 40 PSF CREATED ELEV. A B C AND ELEV A WITH BONUS®`® PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 1 5/9/2014 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: WITH MASTER 2 AND WITH BONUS &MASTER 2 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF a 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF Z 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 0 SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS U • -ADDIT'L BRACING & BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DRAWINGS � � i >�! 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W1 APA 3 12/1 S/ZO14 CREATED ELEV. C W/ BONUS - TRUSSWAY Q ql � FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TRUSSES ri C3 o PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE W 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS w '' 4 1/29/2015 CREATED ELEV. B STD z TRUSSWAY TRUSSES 0 � WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" O d C FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 a o . POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND U •- 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROXI 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL (BONUS ROOM W/ MASTER SUITE 2 FROM u- E 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE"X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX ANDa) COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP MASTER PER BILL YOUNGMAN S REQUEST z b`" U GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 O_ 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.'` 0 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. UPDATED ELEV. A STD W/TRUSSWAY TRUSSES 0 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2X4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 - p s, 11. GROUT STOPS SHALL BE (PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15-0 O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PER TB JG _ W LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST C1 Q m CELLS BELOW. THE USE OFFELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD, U 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. I=. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS U 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) I- 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND O Uj Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN (¢ 3 g BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) LL O w WOOD CONSTRUCTION(RAIN REUI REDT A CLB PER 01101SI 63 O N 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. 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 A 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. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE 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 NOT. 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 STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. Fb =2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BC G Q 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 3/4" 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 w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO 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 w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -.LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", 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) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN 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 <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2'; GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 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 KSI. 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 FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" 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 REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' 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. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 65 WIND PRESSURE & SUCTION EFFECTIVE W (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) _ H - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 J - 22.9 - 28.3 0 U {+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+)18.4 + Z_ (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 55 Y' STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FORA TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET' ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 0 ` 06 1-Z(4M) Q Z "- U O 65 Z OFo�m N�Z W J U) OF -2 Z QE _ H FE �� Z J Zu't O 0 U 1- L ~ r Q Lu SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. _ Z W Z "- ❑ 65 -�- LU �- 0- O Z O � Z_ V 3:Z LU o�Z � M p Z Z 0 0 Q W 0 Ll� 0000 III M to 04 V) 0 J Z Luh JWP p W 0 0 W 0 H p U CL ryF- U) STRUCTURAL ENG: CFG / BAD DRAFTING: Z LU- -STRUCT: BM _ - - - -- ❑ QC CHECK TL U) -. ----- JOB No. TM - 2150443 SCALE: AS INDICATED DATE: 04/27/15 1 FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I --- LAPPED MIN. 6" AND SEALED. Q 2 PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1 AxW1 A WELDED WIRE MESH 0 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END: H LAP SPLICES SHALL BE NO LESS THAN 25". Z W 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR ❑ RECESSING DOOR SILLS. LU Z 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. LU 6.. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z V CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 w USE ALTERNATE APPROVED METHOD. = Q OD 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q COMMUNITY & COUNTY CODES. ❑ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE -j AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION o INSTRUCTIONS. -- - - 0 9. NO WOOD STAKES PERMITTED IN FOUNDATION, W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED F=- W DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO ILL DETERMINE STEP LOCATIONS IF REQUIRED O 76-0" ' 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z 10 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD O W 52'-4' FOOTING STEP DOWN AND CORNER INFORMATION, 2 STORY FOOTING 9,-O,. 13'-8 '4®®,�` . 6BIIIpIII/t/®� � dN „ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITIONS E rsi civ W o 1 -2 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUC i ®•••"'•1e••;/� 'r® Z Z T-10" PLATFORM w/EITHER MASONRY OR WOOD CONSTRUCTION , �� A4,1 �� < CJ } CO 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER • l® �' ;j Gtr J _ ? COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS CV • ...1 _ 0-4cz < O O ~ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE " ❑ MF01 MF07 � O ) -- %r ° .a Q F SD1 SD1 MF01 '� U) O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL`,y C? • +' J O SD1 N U- 2.3 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO'•, 0 -j FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ✓ `•e�,�•°+4C� �j LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,'""°` - ■ COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS A/C PAD A/C PAD — N DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). `y -4" FIN J1 LR II ■ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS J , a - �•�--BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 d \}r, PAVERS PSF.0 • L..:.. to 0 MF01 14. PENDING SITE CONDITIONS, IF STEMWALL ISREQUIRED, G.C. TO IA 7-6 SD1 -4" FIN. FLR 0o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Zt == "' ■ - co ao STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND�Yj 23'-0" V-8" 3'-10" ._ v I- FOOTING SIZES PENDING DEPTH OF STEMWALL. C6 U T j �' PITCH _ PCF•� MF02 W o1 1/8"T -4" FOOTING SCHEDULE Q 0MF01 12'-10" M U �C F - / SD1 •®■ ■ ■ ■ • 1 12"x12"x12" dp w/ #5,s @ 6" O.C. EA. WAY MIN (2)# 5 E.W. L- a M F06 ..� m / _ O O 00 I,....'. / , ■ SD2 fN - " �� n ' n. Z n., . l._._.._.._... ._.._ ..._ ___....._ MF06 / � �� � / ao �� • 2 24 x24. x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (4) # 5 E.W. O � _ 1 -3 -4 FIN. FLR O cn O �...,.. __...,_., SD1 ----- /- ®PITCH I 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. MF06_ o _ O [L m MF03 �,, C 1/ 8 / FT. Q SD1 �Ii SDI I _ 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. Z)�_ 9 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z ■• MF01 8.. I 21'-4" T-10" 5'-11'. <\ y I 0 z SD1 \ p @ ( ) 9'-8" TWO STOR I 2 -7 SDI 03 36 x36 x12 d w/ #5 s 6 O.C. EA. WAY MIN 6 # 5 E.W. —� CD 0 FOOTING ,, " I MF13 9 p W Fn J g SD1 iv 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z I/) Z M C7 0'-0" FIN. FLR I O O x to — a� MF08 p MF11 3 -6' z#5's Q O Z OF (6co— SD1 O cfl O 48 x48' x12' dp w/ #5 s @ 6" O.C. EA. WAY MIN (8) # 5 E.W. UO � N n4i SD1 3 1/2" THICK CONC. SLAB W/ 6X6 `- O I- NOTE: EXTEND FOOTING � -4" FIN. FLR W/1.4 XW/1.4 W.W.F. OVER 6 MIL FOR POCKET SGD. I e0 L O VAPOR BARRIER OVER a, 4.5 COMPACTED FILL. :....._. - MF05 O 54 x54'x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. W _ (n Z = O I SD1 PITCH I=- 0 o a���E cn 5 1/8" / FT. I- N „ 20'-8 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z U � LU Q W I- Zo�� 2 o ■ MD01 cU. L OU SD111 00 o 00 ■ _ _ _ SD2 iv - - - `7W — ._... ..._ ._._... - -.. _. U LU I— _ __SYMBOLS LEGEND n MF08 MF01 MF02 0 SD1 SD1 SD1 44'-8" ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. a 2_ " 9.-0„ 2 STORY FOOTING TO TIE BEAM ( 6'-8" O.C. MAX U.N.O ). O Z • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ❑Q 9'-8" 65'4. TO TIE BEAM. OJ 11 75-0' ❑ V � 70. QJ INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. � Z W Q r,l 0 M ❑ 1¢- Z 0 ~ � Q W � � COMFACTION TEST O o � 000 'O to 1 REQUIRED z M CV m Results to be VerifiedJ O 0 at Slab Inspection LU W V U)� ao= 0 F- I— STRUCTURAL ENG: CFG / BAD q DRAFTING: _ I- Z W- -STRUCT: BM 0 LU QC CHECK: No. TL JOB TM - 2150443 W _ SCALE; AS INDICATED - <,, ~ DATE: _ 04/27/15 FOUNDATION PLANn , # 15 1 6 9 4 S2 1/4"=11-011 _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. < F A L C G L C L C C C c G C C C L C L FIRST FLOOR FRAMING PLAN F4 1/4"=1'-011,. NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND #1 5 - 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. W/ Z _O CL ry U W y `et`tlnrrrr�/ Uj 04 �% 9�\ LL AN. z Z " rda U I fro < 2 Q •s�o•� eee®`� J CJ LL ®'/ r- C7 0 M E z Q J z _� Lu -1Fg� W. - z0 ELI 0 its F- z u) zo o m Q 1(n) z Eire U) o � 0 c -M U5i RE W O E- g � O oo I•— LL W _ U) r LEI V G Z O � M ZOO C0� J N w 000 ' 2 LO LL N m OJZ U Q Uj O STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: BM QC CHECK: TIL JOB No. TM - 2150443 SCALE: AS INDICATED DATE: 04/27/15 S4 t, I BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/1' FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 PLATE 1/2 THREADED ROD @ 48 O.C. 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS OR WOLIMANIZED. 16d NAILS H5.5x11.25 BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. OR ENDNAILS OR ENDNAILS UPLIFT OPENING SIZE JACKS @ EA. END KINGS @ EA. END BW5 1 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN 2 12" ADJUST AS REQ'D TO MISS STUDS PLAN IS MINIMUM REQ'D. PER LOCATION. 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. BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 . 5" EMBEDMENT NAILS & (18)4"x2j" TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8, %Z" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"0"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/1' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS SYP#2 POST (2)2x10 #2 SYP w/z" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) O3-1/2"x7" PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLIMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY 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. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A O (2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN OE (3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. OQ 5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. O - O H10A 1340 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 WOLIMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & " EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)e" EPDXY ANCHORS w/ MIN. 6" 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 GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 3T, 16d .162" x 3' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP 1 META16 w/(7) 0dx1 NAILS 0R B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" ❑1 META20 w/(7) 10d x 1Z" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 1"' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4''x2j" TAPCONS H10A w/(18)10d x 12' NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 W (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 1z" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2) HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & CL ElH2.5A w/(10)8d FRAME TO FRAME 535 600 MTS w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 CDRAFTING: -- -- - -T �MGT 8 w/(22)10d 8" EPDXY ANCHOR WSIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 . 5" EMBEDMENT NAILS & (18)4"x2j" TAPCONS JOB No. HTT4 w/(18)16d x 2"' NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x2t" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/ 14 10d NAILS ( ) HEADER TO STUDS 1110 12 35 13(2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 1.2d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & e' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN EPDXY MIN. 7" EMBEDMENT 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 19 HTT4 w/(18) 16d x 22" NAILS w/g' EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 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) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 3IRDER TO COL./ BEAM 9100 4095 23 - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR 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 META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 ORTA1 LS 8 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" PLATE TAPCONS ] ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4''x2j" TAPCONS z ON MASONRY: SIMP. META16 a H W TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d = PLATE NAILS & (18)4"x24' TAPCONS O H ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & CL (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 STRUCTURAL ENG: CFG / BAD TO POST: SIMP. HTS20 OR LSTA18 CDRAFTING: -- -- - -T TO BEAM: SIMP. HUC410 w/(18)16d & BM (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2j" TAPCONS JOB No. ON MASONRY: SIMP. META16 CSCALE: TO POST: SIMP. HTS20 OR LSTA18 AS INDICATED TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d S4,1 NAILS & (18)4"x2t" TAPCONS ON MASONRY: SIMP. META16 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 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE 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 1.2d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 0 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 OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS Q AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS w BOTTOM CHORD ❑ 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE w z CONTINUOUS FROM FLOOR TO CEILING. LU LU 0 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O CIL ADDITIONAL LOADS: U A) ALL CEILING HUNG SOFFITS AND SOFFITS ry Z U WITH CABINETS AS SHOWN ON PLANS. p U) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. j W M C) 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS Q OF ALL HARDWARE BEFORE INSTALLATION. ❑ 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT p EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS LL DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. o 9.ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. CN THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY = W TRUSSES I- 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. z ®``0►t o'A�/®Uj' 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HA BEEN �I j/�®s a PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJE,.'••••••••®;r��I�'�i� = N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO4®®• v/� CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP' . y �4.• ;�? ° DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ' Mc �: = c'.a Q z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE ' �� 0 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS t ® ° 0:9- - - aq 2 SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR%v 0 -� cl:�, 2 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS pie ••p• •. '' �� .,ems Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF o®�° 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 w 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 d ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER Z r THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Qly,, O BUILDER NOTE: M � CD z IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Iw- LAYOUT a"' - a TRUSS MANUFACTURERS o U U ----STOP--=- UL O AND CALL THE ENGINEER OF RECORD PRIOR TO v, tix PLACEMENT OF ANY TRUSSES o NAILING SCHEDULE: CO 0 o z0 W CL ROOFS: W ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" H O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND U n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL o7 UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. ❑ O z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. Q �"�' U W d 8 ,* GABLE ENDS: W .&,n ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED 1 ROW 3" O.C. O 0 N ih r` O @ z W j AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 �Zk O.C. ALL OTHER O Q y i EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z 0 U - 4 z V�o �� o Z Z -N I� P cnikZ^ EXTERIOR WALLS: w tT5 g SEE WF10/SD4 FOR MORE INFO. _...«• I- U Z z 13 NAILS: -r W O a E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 3:0 U 0:6 x j US ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w " Q r a �^ HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY z WJ V) z z TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 8 W � STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: z W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - Z ❑ PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END w WITH (3) 10d TOENAILS. U) O a (D Z 0 O z C� � z �31 W 0 2 M z z II - U p-tv �� FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND_ -011' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strict) prohibited. p p Y Y p p Y Q LLF 0000 ] 04 0 J z a H W WO 2 = O H H CL r STRUCTURAL ENG: CFG / BAD CDRAFTING: -- -- - -T -STRUCT: BM ] QC CHECK: TL JOB No. TM- 2150443 CSCALE: AS INDICATED DATE: 04/27/15 S4,1 STANDARD 2ND FLOOR FRAMING NOTES: W Q 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 ---TOFOLLOW 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) Q OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W Z SHEATHING IS NOT CONTINUOUS) Q� 0 W 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O p~„ Z O W m O J LL O O N W W U_ O O LLI o WSO4 j ®� .rrr�'I r®�®'� a ti SD5 ®�p..p..p°�► ®®� w _ , 0• � � A A 4 4 B SD5 -I-- e,� ...� ¢ g F� '®C o L o0 00 00 00 0) C) N M M M M_ M_ M M _M N_ �- o d 'Y J O dol, o o OC �Q� . 7 v° H2x6 H2x6 _ % • : 000 G° ��� , LL r0 J08 J08 w ... c J09 III / x J09 O \, z�. ¢ N J 10 J 10 ch `O Q J11 J11 a- c 0 U 0 O ., L) U ^ y` ill B- % I J 11 O 'III. = III Z u, l llllj U J10 J11 1 _ — A Qp^� O J09 ,,. J13 w IL a FVO J08 I_ J08 V02 V) 00 rn o J11 J12 VO J09 Z Z F--------- J L ..._. _..._._.'::':: J 10 U_ W g S06 III Z �- 06 0 to Z• M E SD5 J11 J11 O do () V 6�� REQD STRAPS o III J11 UO Z ? N F o '. VIII �" A� .. = w aZg J11 III J19 14' III � O a� �`�E 0 �� 65 E S06 J10 I = J18 $ � Q I6Uij � SD5 '- z W Z W� STRAPS J09 J17 O 0 0 REQ'D A 17 > ? O O J08 J16 Q �W Z W H2x12 p = �.,,... w � a a Q C) 00 C) V' a WSO4 WSO4 4 F SD5 4 A SD5 z 0 O z U � Z W Q _ W) ZOO O � �QW o�O - LO 000 z C4 .. WI- 0�'z JWP �.._ co o W O O Q F_ V) STRUCTURAL ENG: CFG / BAD J ¢ DRAFTING: H Z-STRUCT: BM W 0 QC CHECK: TL - — - lli_t>i ;u JOB No TM - 2150443 = SCALE: AS INDICATED ROOF FRAMING PLAN - DATE: 04/27/15 1-011 S4.2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 1 `i CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") 14'-0" 0 292/0 1160/0 1660/0 2439/0 w 16'-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 „ MATERIALS o 18-0 0 211/0 750/0 1177/0 1676/0 N > 18'-8" 0 142 / 0 Duo/ 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. s W ' ' 20-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. ~ ° a 20'-8" 0 145/0 550/0 981 /0 1376/0 3 GROUTED PER ASTM C476 fn = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP O "U" GRADE 40 GRADE 60 ''. BEND 0 LENGTH PRECAST LINTEL LOAD TABLE BEND 0 LENGTH GENERAL CONCRETE LINTEL SCHEDULE J •. ° . NO ° ° /4 TYPICAL SHEAR WALL SEGMENT 17/8 4,6/4 AT CORNERS PRECAST METAL LATH OR 4'B 9 1/4 ° 4 #4 21/2 d 91/2 20 3 55/8 121/2 0 #5 31/8 7 1113/4 25 33/4 7 151/2 30 #6 PROVIDE LINTEL W/ 3000 WIRE SCREEN 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 APPROVED LINTEL MANUFACTURERS: 51/4 913/16 21 3/4 42 • STANDARD #5 psi CONC. PER OVER COURSESCASTE-CRETE, �. 4040 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING QUALITY, LOTTS, AND POWERS STEEL °.' W 23 4040 4040 ' A0 1 r HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 4040 4040 i - 11 4040 • ,' OTHER BARS INTO REBAR IS BE FILLED. 4 - 2 2 /II #3 STANDARD LINTEL NOTES 0 . a STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -1B /8F32-013 TYPICAL TRUSS ANCHOR PER PLAN CORNER AS REQ'D INDICATED IN (SHEET METAL & 4040 ' 4 V ° ° Q 4: 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS ° i 'a ° _ 2 /2' #5 4040 4040 4040 STRUCTURAL ENG: S CFG /BAD ° , + V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 ° ° HOOKED INTO PROHIBITED) 10" HOOK -�'��� NOT REQUIRED TO BE FILLED -<j DRAFTING: DRA • 4040 ° ° 4 • v 4 21-21' 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 '. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. d A:' . ° z Z LU SIDE VERTICALS 4040 BM STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4 CHECK: TL ,. ° 4040 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107_j 3'-2 1217 2165/1969 6113/2931 8672/4576 10000/6224 . a4d'. .e4 .. ° ° °.. ° JOB No. 8" BEARING EA. END.. 1= d d .. a •. d; ° .. ,; �a ' 4 _ �- w „ „ „ TYP. BOND BEAM 8 x 8 x 16 K.O. LINTEL SCALE: z IJ ~ DATE: 04/27/15 3'-411 1006 1663 /1349 5365/1999 7342/3123 10000/4249 a_ 4 4 _ a.06- ° . ° _ °_' d Q - _ ° BLOCK FILL w/ 3000 si CONC. w/ 1 #5 DIA. p O 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 SCALE: 3/4" = V-0" 4 -0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° ° 1® 1694 REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT W COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 4'-6" 710 1423 / 1105 4360/1631 6036 / 2549 8328/3470 I O ENGINEERING LETTER. IF A SMALLER LINTEL iS INSTALLED CONTACT EOR FOR APPROVAL. Z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0'4 ' ° Id ° I : a 0 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 4 °. d • d ' ° 4 °a , 4 ° I .° g z 5. (*)ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD W 7'-0" 416 752 /699 1843/1625 3486/2602 6390/3302 ° ° 4 a CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O ° l d •. N z W ADEQUATE FOR THE LOADS. 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 cn 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS z_ O 9'-2 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 ° SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 ° 4 �d a� �. WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. m 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 ROUGH OPENING PER PLAN 4 = ' d 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418 / 297 1075/1045 1838/1446 2883 / 1848 ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS O_ 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 ° 0 ° [, ' ; #5 DIA. REBAR 8 POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & � 13'-4" 0 328/0 1234/0 1779/0 2662/0 BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW' 14'-0" 0 292/0 1160/0 1660/0 2439/0 w 16'-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 „ MATERIALS o 18-0 0 211/0 750/0 1177/0 1676/0 N > 18'-8" 0 142 / 0 Duo/ 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. s W ' ' 20-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. ~ ° a 20'-8" 0 145/0 550/0 981 /0 1376/0 3 GROUTED PER ASTM C476 fn = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP O ° GRADE 40 GRADE 60 ''. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ' J •. ° . NO ° ° /4 TYPICAL SHEAR WALL SEGMENT 17/8 4,6/4 M 6 21/4 4'B 9 1/4 ° 4 #4 21/2 d 91/2 20 3 55/8 121/2 0 #5 31/8 7 1113/4 25 33/4 7 14'-0" 0 292/0 1160/0 1660/0 2439/0 w 16'-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 „ MATERIALS o 18-0 0 211/0 750/0 1177/0 1676/0 N > 18'-8" 0 142 / 0 Duo/ 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. s W ' ' 20-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. ~ ° a 20'-8" 0 145/0 550/0 981 /0 1376/0 3 GROUTED PER ASTM C476 fn = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP O 8" x $" x 16" CMU U.N.O. 22'-8" 0 1 110/0 450/0 824/0 1147/0 �(nRECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z Uj INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSI. d• �' BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 21_4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��o _ 04 ° 4. MD08/S5 FOR LAP INFO. 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. e ` •®• 40.00.,®'Ooa! ° °1.PROVIDE CLEAN OUT OPENING @ GROUT 3'-0 1230/1230 2769/2769 4085/4085 •.�''� Z ZAN ° GRADE 40 GRADE 60 ''. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH d " ° . NO -SHEAR WALL AT OPENING /4 TYPICAL SHEAR WALL SEGMENT 17/8 4,6/4 M 21/4 4'B 9 1/4 ° 4 #4 21/2 d 91/2 8" x $" x 16" CMU U.N.O. 22'-8" 0 1 110/0 450/0 824/0 1147/0 �(nRECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z Uj INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSI. d• �' BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 21_4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��o _ 04 ° 4. MD08/S5 FOR LAP INFO. 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. e ` •®• 40.00.,®'Ooa! ° °1.PROVIDE CLEAN OUT OPENING @ GROUT 3'-0 1230/1230 2769/2769 4085/4085 •.�''� Z ZAN FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ^`F 4040: 4 a.'e = 6 JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ry • - / �' `- 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F _ FILLED WITH GROUT - ' ; • "'1 J � Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED �(�?� ` Q -� SEE FOUNDATION FOR FOOTING PON of 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �� ,, J O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY '�' ••oa ��.••` ®�� LL J D06 TYPICAL MASONRY CONSTRUCTION B 8F16-1B/1T ,�`' 0 8F8-1 B/1T-- QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER � ^\ SCALE: 3/4" = 1'-0" LU 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 13) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, Q 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH 2 0 `•;`, TYPE DESIGNATION U ` O 8RF14-0B/1TQ O "i'wk` O�J07co N O 8F16-0B/1T 1-1/2" CLEAR ri ` o L.: WCi O 8F20-1B/1T °. I- -_ z 4040 X FGROUT R AT TOP MIN. (1) REQ'D Q _ o O O 8F20-0B/1T ¢ z U 4040 0 8RF22-1 B/1 T -- O z R AT BOTTOM OF LINTEL Z O 8F24-1B/1T m CAVITY O ��'� SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8RF22-0B/1T BOTTOM REINFORCING PROVIDED > 0. 7-5/8" ACTUAL. IN LINTEL (VARIES) O z � - -:'.. . •,.:.•';•'':.;�;'• >r.' :e...'°•:J'' 4 4040 .•;, �. •;.; 4040: ,. 8" N +• ,. 4040 - - A,.,-'- - . -••, :.' •'40 40; . •: •. 4040. r, . t .' 1 0 8F24 OB/1T OMINAL W DTH a ,,�+ f� • •. 4040••.:4 ,.: :':. "'•. "•,.: '0.40 ,: '. (. •• ,::',. N 7 0 O FILLED ui ;•� � 40::40 `..,...'... '. � �� � �� 8RF30-1B/1T o' LINTEL PER PLAN "' :r:''' . 1 -8 3-2 • ..r.'.. D `; P 8F32-1B/1T 1-1/2" CLEAR U .' ' :. 40.40..• � � O O 4040 40.40• ,. 4040. 4040 4040 ,:.• 4040.. 8RF30-0B/1T TRANSOM OPENING ,;*:. 0 ¢ - U) #5 REBAR AT TOP MIN. (1) REQ'D 4040._. O Z 4040 4040. • 4040. FRAME INFILL AROU s 8F32 OB/1T U -a • . ¢ � U ¢ ¢ C.M.U. 4040,. 4040 co p . 4040.. .may D - z J.-S� WINDOW BY BUILDER SEE FOUNDATION O io 0 8F38-1B/1T O W „o�•-N SEE WF01/SD2 FOR PLAN FOR FILLED CELL O ui O z Z d o M INFO. MIN. 1 IS REQ'D o� D E c 8F12 -1B/1T Z O �S z to MORE INFO \ O O O 40'40 ON EITHER SIDE U.N.O. •4040., 4040. ,. . �. O 8F40 -OB/1T *----* BOTTOM REINFORCING PROVIDED v .� Z O F ' I 7-5/8" ACTUAL IN LINTEL (VARIES) O^ (n I..L y O 8" NOMINAL WIDTH J Q 8 LU UNFILLED -1,o 0 _ Z Zz�W (2) 2X8 WOOD HEADER I- - W ix 1N$ 3 "4040; TURNED SIDEWAYS. ...t: FIRST PLY 2X8 TO W Q �' DOOR OPENING _ O `� cP w _ MASONRY WALL W/ o c4 " ` - p v z 1 1/2 'CLEAR Q J Z s SIMPSON HUS26 HANGER �, p O = J _ ,' p 1- .J O @ EA. END. W/ (6) 3/16" Ox n. Q " w #5 REBAR AT TOP MIN. (1) REQ'D O 1-3/4" TAPCONS INTO w ~ -' U) w rn TOP KNOCK OUT/ LINTEL BLOCK U Uj MASONRY & (4) 10d X 1 0 z� w COURSE Q W 1/2" NAILS INTO HEADER. O O U) O X d a z= 2ND PLY TO 1ST PLY W/ ° U O F- g #5 REBAR AT BOTTOM MIN. (1) 0 Ch 10d STAGGERED @ 6" O.C. 8'-4" 6'-4" O J REQ'D CD DO LINTEL W/ TRANSOM DETAIL19 W ---�,� 16 GA. POWERS STEEL BOXED a Z 7-5/8" ACTUAL LINTEL �_ SCALE: 3/4" = V-0" 8" NOMINAL WIDTH U POWERS STEEL o REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ° GRADE 40 GRADE 60 ''. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH d " 4j 1„ "D11 w /4 11 "D" 8 #3 17/8 4,6/4 M 21/4 4'B 9 1/4 Z #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ^`F 4040: 4 a.'e = 6 JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ry • - / �' `- 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F _ FILLED WITH GROUT - ' ; • "'1 J � Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED �(�?� ` Q -� SEE FOUNDATION FOR FOOTING PON of 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �� ,, J O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY '�' ••oa ��.••` ®�� LL J D06 TYPICAL MASONRY CONSTRUCTION B 8F16-1B/1T ,�`' 0 8F8-1 B/1T-- QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER � ^\ SCALE: 3/4" = 1'-0" LU 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 13) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, Q 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH 2 0 `•;`, TYPE DESIGNATION U ` O 8RF14-0B/1TQ O "i'wk` O�J07co N O 8F16-0B/1T 1-1/2" CLEAR ri ` o L.: WCi O 8F20-1B/1T °. I- -_ z 4040 X FGROUT R AT TOP MIN. (1) REQ'D Q _ o O O 8F20-0B/1T ¢ z U 4040 0 8RF22-1 B/1 T -- O z R AT BOTTOM OF LINTEL Z O 8F24-1B/1T m CAVITY O ��'� SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8RF22-0B/1T BOTTOM REINFORCING PROVIDED > 0. 7-5/8" ACTUAL. IN LINTEL (VARIES) O z � - -:'.. . •,.:.•';•'':.;�;'• >r.' :e...'°•:J'' 4 4040 .•;, �. •;.; 4040: ,. 8" N +• ,. 4040 - - A,.,-'- - . -••, :.' •'40 40; . •: •. 4040. r, . t .' 1 0 8F24 OB/1T OMINAL W DTH a ,,�+ f� • •. 4040••.:4 ,.: :':. "'•. "•,.: '0.40 ,: '. (. •• ,::',. N 7 0 O FILLED ui ;•� � 40::40 `..,...'... '. � �� � �� 8RF30-1B/1T o' LINTEL PER PLAN "' :r:''' . 1 -8 3-2 • ..r.'.. D `; P 8F32-1B/1T 1-1/2" CLEAR U .' ' :. 40.40..• � � O O 4040 40.40• ,. 4040. 4040 4040 ,:.• 4040.. 8RF30-0B/1T TRANSOM OPENING ,;*:. 0 ¢ - U) #5 REBAR AT TOP MIN. (1) REQ'D 4040._. O Z 4040 4040. • 4040. FRAME INFILL AROU s 8F32 OB/1T U -a • . ¢ � U ¢ ¢ C.M.U. 4040,. 4040 co p . 4040.. .may D - z J.-S� WINDOW BY BUILDER SEE FOUNDATION O io 0 8F38-1B/1T O W „o�•-N SEE WF01/SD2 FOR PLAN FOR FILLED CELL O ui O z Z d o M INFO. MIN. 1 IS REQ'D o� D E c 8F12 -1B/1T Z O �S z to MORE INFO \ O O O 40'40 ON EITHER SIDE U.N.O. •4040., 4040. ,. . �. O 8F40 -OB/1T *----* BOTTOM REINFORCING PROVIDED v .� Z O F ' I 7-5/8" ACTUAL IN LINTEL (VARIES) O^ (n I..L y O 8" NOMINAL WIDTH J Q 8 LU UNFILLED -1,o 0 _ Z Zz�W (2) 2X8 WOOD HEADER I- - W ix 1N$ 3 "4040; TURNED SIDEWAYS. ...t: FIRST PLY 2X8 TO W Q �' DOOR OPENING _ O `� cP w _ MASONRY WALL W/ o c4 " ` - p v z 1 1/2 'CLEAR Q J Z s SIMPSON HUS26 HANGER �, p O = J _ ,' p 1- .J O @ EA. END. W/ (6) 3/16" Ox n. Q " w #5 REBAR AT TOP MIN. (1) REQ'D O 1-3/4" TAPCONS INTO w ~ -' U) w rn TOP KNOCK OUT/ LINTEL BLOCK U Uj MASONRY & (4) 10d X 1 0 z� w COURSE Q W 1/2" NAILS INTO HEADER. O O U) O X d a z= 2ND PLY TO 1ST PLY W/ ° U O F- g #5 REBAR AT BOTTOM MIN. (1) 0 Ch 10d STAGGERED @ 6" O.C. 8'-4" 6'-4" O J REQ'D CD DO LINTEL W/ TRANSOM DETAIL19 W ---�,� 16 GA. POWERS STEEL BOXED a Z 7-5/8" ACTUAL LINTEL �_ SCALE: 3/4" = V-0" 8" NOMINAL WIDTH U POWERS STEEL o REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE " 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 1„ "D11 w /4 11 "D" 8 #3 17/8 4,6/4 M 21/4 4'B 9 1/4 Z #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 1113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 0 Z v ° 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY SAFE LOAD TABLE NOTES N LIL Z 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2", SAFE LOADS FOR ALL w O 11 0 W .- - RECESSED LINTELS BASED ON 4" NOMINAL BEARING. M 2. 0 = NOT RATED. Z Z (- Z ') /$11_-17�� SUPPORT. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. J 0- 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR : ° °: V) 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 0 W O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O LO O LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 00 0 co W Q O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Z N LIL CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 W .- - Z ') /$11_-17�� SUPPORT. 4 : ° °: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 J W O O a. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. co W Q O Z • 4040 w 4040 �. 4040 4040 4040. .4 °.' 23 4040 4040 ' A0 1 r °4 4040 4040 4040 4040 11 4040 • ,' 4 d° 4 - 2 2 /II #3 . a 40'40 ° #4 =2%2" 4040 ' 4 V ° ° Q 4: V °. 4 U c ° i 'a ° _ 2 /2' #5 4040 4040 4040 STRUCTURAL ENG: S CFG /BAD ° , + 4 ° ° ° d°.4 „ _ 3�� #6 - -<j DRAFTING: DRA • 4040 ° ° 4 • v 4 "' 4 "P ; d _ 3�2, #7 - 4040 4040 d A:' . ° z Z LU STRUCT• 4040 BM A. 4 b 4 CHECK: TL ,. ° 4040 ° 4040 4040 4 "Bu 4040 U)QC JOB No. TM - 2150443 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK F r, z,rr " = SCALE: AS INDICATED IJ ~ DATE: 04/27/15 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" S5 1® 1694 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT 1 SPLICE TO BE MIN. 25" GROUT BACK SO THAT GYP " 2x BEARING WALL 2x BEARING WALL W CELL SOLID CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK I 8" CMU BLOCK w MIN 4" WITH FOUNDATION 2 1/4" WALL SCHEDULE WALL SCHEDULE BELOW FOR ADDITIONAL FOR ADDITIONAL INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION 3-1/2' CONC. SLAB w/ �' 3-1/2" CONIC. SLAB wrVER > 3-1/2" CONIC. SLAB w/ (1) #5's CONT. 3-1/2' CONC. SLAB w/ FIBERMESH REINF. OVER - 1 , FIBERMESH REINF. OVER FIBERMESH RE O W FIBERMESH REINF. OVER FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER w 3-1/2 CONIC. SLAB w/ 6 MIL VAPOR BARRIER Q z z 6 MIL VAPOR BARRIER 2x PT SILL PLATE 2x PT SILL PLATE FIBERMESH REINF. OVER .� 4 a n - Uj w j 6 MIL VAPOR BARRIER Fa-- ' -- W N d Z IF LU ( W 40. M a \ I a a 4 a a, •,. ° �a t a .' •. 'I l +° 7.77 '• 0 -- '.d° d. .''a 0p °° .e 00 O (n _ 4.. ° a a e a •d .4 I 4 - I GRADE I d GRADE z in W o a a d _ +_,I _ • ' . ; Q —I I= LI.I -I 1 a ..� o I� - I I o ° ° - C7 d 45 A. e a a ° 4 1-1 I = I - co _ _ - :1 I , _ — a — - o — �' III -1 I I- O d'"' — •y'° • °• " • •. _ W Z — a — — _--_ — -- I —� — _ 0 1- a _ I W¢ I �I I_ I I- I I I' —I I I I I __ — 1-1 — — __ — CL - I I III I 411 I-_ _ _ _- -1 _ - -� ,- -I- - m I 1=1 I LEAN 0 "- - °a°. °� a —_ I o — I — I _°.� .a - o ¢ I 1 — a _ — — — I I — i �_ I 11= I III— IC — — _ � , � --I— 1= = I �_I I (-- . ,III I � I � — � c� °° _I _--.....L- '.. = -I > O I = - _ CLEAN COMPACTED - - _ - = - =I COMPACTED Z (� i I II i I I I I I I I I FILL 95% STANDARD III . ; I I I - —, I CLEAN 2 #5 BARS CONT. W/ 3" COVER I III III III ° - - - - - I CLEAN COMPACTED @ i O FILL @ 95% 0 U) -I — = -- 0 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD _� W (2) #5 BARS CONT. (2) #5 BARS CONT. I L--1 I -III FILL @ 95 /o STANDARD TYP. AT 2 STORY CONDITIONS 8 8 FILL @ 95/0 DENSITY ° (3) #5 BARS REQUIRED AND DENSITY m W/ 3" COVER TYP. III=I I I —I I I - CLEAN COMPACTED W/ 3" COVER TYP. _ CLEAN COMPACTED 1 1'-4" FILL @ 95% STANDARD 1-4" FILL N CO STANDARD (2) #5 BARS CONT. W/ 3' COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20 WIDE DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY �_ REQUIRED AND FOOTING TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG BE 20" WIDELL SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS o N W. W F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING U_ X " — 1 11 11 11 — 1 11 1 11 , „ II — 11 O SCALE: 3/4 -1-0 SCALE: 3/4"-1-0 SCALE: 3/4 -1-0 SCALE: 3/4"-1-0 SCALE: 3/4"-1-0 SCALE: 3/4 -1-0 w � °� r�rrom�INrr®w� a N �'`w'' «®•®eo••• Off' � W � 3/4" RECESS ' ••s�/lro� @ - o PER MFG. SLIDING GLASS ` �.®� ��, c' Z Z DOOR � ® p,''1 '" J SPECS �? CV py .' SLOPPED GROUT TO DRAIN SEE PLAN 40 SLOPE' % %'I „.` , thi ��� -j p 4 8" CMU BLOCK " ` : d Q MIN. 24" BEFORE °r"� ° .•� CJ �® -� _j FOR STEP OPTIONAL CURB d �i �"tl••.•ti •• ! �°N U_ 8.1 (G.C. TO VERIFY) ANOTHER STEP ° �. 4 " 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO 71E ° e 4 FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. OPTIONAL '`— REINF. SEE 3-1/2" CONIC. SLAB w/ d 25" GROUT CELL SOLID cn �Slilt llr1� � #5 CONT. REINF. 6 MIL. VAPOR BARRIER CURB FOR i FPLAN FIBERMESH REINF. OVER a. p ' �° ° :a , W MAS. @ ELEV. i 6 MIL VAPOR BARRIER a IdI" LOCATION °' SEE FOUNDATION °PLANS °� a FOR QUANTITYO 0'-0" w/ (1) #5 v w �' ° #° ,.�. �" °�1 41/2" CASING BAR CONT. �, ;� - W a a d . a .1 O e in °.Uj d. • ° ° \l �. U 0 r.co � ' ALUMINUM THRESHOLD ,..' ..°. p. 4 ae 0 r a4 I - _ GRADE ° ° e r' ° - .• < Ad #5x25"x25 - - - - Q Cfy N — III I - •r ^ ....... ......._. .' '°' m." _-...— _._...-. - ° e ° 11 4 a 11 — O III III I,.— ° 4 q a a ° a. 2) #5 CONT. W/ 3 d : a -4 8 4" -MUDDED - = __- _ _ - - .. i'' _ d. ( ° ... ° �..' CORNER BAR, ONE 3-1/2 CONC. SLAB .. 4 - I c,� 4'y, d ° a .. a w/ FIBERMESH SLOPE - - D` —I I 4��---I_.I ===1 I I- °. ° COVER 1 FOR EA. HORIZONTAL - I ,I_—._._ - 1I. FLOOR CLEAN _ _- °(- - - - - W—I I I—I I I= I p ° 1-- I 1=aa � °a_ --I 2 #5 BENT BARS W/ ° � REBAR, TYP. U.N.O. REINF. AND 6 MIL �+°vd1 �- . I I ~ _-1 I ()°v qIrn -__M..fSLOPED COMPACTED 4°VAPOR BARRIER �I -I--D-.� ° 3/4 RECESS o - W°-=— -�— — z TO DRAIN FILL @ 95/0 _Ij= = = _ W o a . °.. " 4 =MIN. 25 LAP SPLICE _. _ _ _ �a� a 1=1 1= I I III -I I—III III III III -1 I— I I- W ...... .. _ �'a 4. �;� _ — 1-=1 I I=1 I=1 I I III _ - STANDARD - Iii -i i= -- ° - - - ° a ° d a (2) #5 BARS CONT.tu —III—III 11= -_ - - - ° ° e - SLOPE 1/4 11 0 � DENSITY 8" x 12" THICKENED - �- - - - - PER FOOT W/ 3 COVER TYP. 1'-4' CLEAN COMPACTED W (2) #5 REBAR SLAB w/ (1) #5 CONT. ! - I I =1 =i --.--I _ _-) I I -I -III- I ; _ .III -1 I I I 2 #5 CONT 16 MIN. - 4 ° < 4 ° FILL @ITY %o STANDARD O c > I--1 _ I—1 I -. VERIFY W/ DETAILS FOR REQUIRED A. c� W/ 3 COVER. -- . 4 ° -I I-) �-III-III 11— STEEL AT 2 STORY LOCATIONS PER MFG. a 4 O OF 8' WHERE 2ND STORY OCCURS, FTG SPECS O.t SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED °' EXP JOINT > �r STEEL AT 2 STORY LOCATIONS O __. FO FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMULdaf SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3l4" =1'-0" I' SCALE: 3/4" =1'-0" d -n vJJ SEE ELEVATION 0 Z IleFILLED CELL uj WOOD POST SEE I I� FLOOR PLAN FOR SIZE V O 411 O AND BASE CONNECTION I- 1 U Z GARAGE TOP COURSE TO BE O Z F - TOP VIEW @ CORNER — - J CHAIR BLOCKS. ENTIRE W 0 BASE TO BE FILLED _ 2 U) two SOLID _ Z • GARAGE WALL CMU BASE w/ (1) #5 i ® i Q O W O VERTICAL @ EACH Z W Q CORNER. SEE FLR. O Z W D z 3-1/2" CONC. SLAB w/ DRIVEWAY BY PLAN FOR BASE H J IIII FIBERMESH REINF. OVER BUILDER- SIZE ' ' % Z O CONCRETE OR W 5 6 MIL VAPOR BARRIER w p �' 411 d PAVERS SEE FOUNDATION W O FOR PAD SIZE Q W CONIC. SLAB OR ' ; Q = U_ - I - PAVERS PER PLAN 0 III I— I= III I I I I I I I- e CL CLEAN COMPACTED III-III=I 11- I I- 8" x 8" THICKENED 1 :N ,gym ° EDGE w/ (1) #5 $ '' FILL @ 95% STD. 4 ' CONT. a 4° a a z 4 a. n v DENSITY a< 4 a . " •; Q L4 .. p F13 THICKENED EDGE F15 FRONT BASE NOT USED 3: z GARAGE DOOR SCALE: 3/4 =1'-0" COLUMN DETAIL SCALE: 3/4"=1'-011 LU 0 U-, I- M z Z i- 0 J 0 � �QLLI ' o FINISH PER 0 coo 8" C.M.U. FINISH Uj N 3-1/2 CONIC. SLAB ELEV. PER ELEV. TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0 PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 O m w/ FIBERMESH SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE � (� REINF. OVER 6 MIL FINISH FLOOR FINISH FLOOR CENTERED AT PIPE - � Z PENETRATION PENETRATION W J W � VAPOR BARRIER V Q PENETRATING to W O PENETRATING PIPE - 0 PIPE [I v ° <l a ° a d d ° W 'Q a a a. �' 2 F,- GRADE LOOP TIE (TYP.) 4" 9— .....-.. a^ o . O <a �d _ry CLEAN _. f_I..LL.,�_.l. = . • _L_I_� I 1=III e I — — Im - 0 COMPACTED I— III = -1 I ISI I I I—� 11- _ . -1_ = — —_ — I—III 1 1=11 b III- FILL — - _ _ — - — — _I M z z I co oo -- d _ 4 - - -- - a .. • a � d . , o � STRUCTURAL ENG• CFG /BAD III— I - -1�=1� 4 � 4 � — I I� J - DRAFTING: Q PVC SLEEVE MIN. - —I I- FOOTING FOOTING PER z DIAMETER TO BE 2 -III- III—III- PER PLAN LPLAN ILS I: --- SEE FDN PLAN I I -1 �= I—�—I I— I - I III—) 1 W STRUCT• BM PVC SLEEVE I— — _._ PIPE SIZES LARGER _i 1 .- _ FOR SIZE -I- SEE FDN. I— 0 QC CHECK: TL THAN THE _ - I &REINF. —I I I PLAN FOR I- U) PENETRATING PIPE (SIDE VIEW) (FRONT VIEW) -SIZE REINF. W JOB No TM -2150443 U) SCALE. AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND DATE: 04/27/15 F14 TYPICAL FOUNDATION 11 —V-10" 1 11 SCALE: 3/4 -1-0 � x4w.'r � PENETRATIONS F SD1 COPYRIGHT MCD 2014: The information contained in this 'document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ,, vu! _1__ -II II Ll 111111 I -II 1 -I 1 - 1 _ \f" UPLIFT CONNECTOR z W CURB (8° MAX.) START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D IN (SEE SCHEDULE) D02 GARAGE DOOR 4F1 KNEEWALL ABOVE 4FO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY U- O BUCK DETAIL SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" z (2) 2x TOP PLATE �> ` (2) 2x PT BUCKS PRECAST LINTEL PROVIDE STANDARD HOOK ` _ — w/ 1/2" O.S.B. BETWEEN (1) #5 IN TIE BEAM �..� Tom, , A THREADED ROD PER PLAN MIN � a NOTES: NAIL SCAB TO TOP CHORD 6" FROM END OF CMU OF OPENING TAPCONS SPACING 12 PRE-ENGINEERED WOOD 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 WITH (4) 0.131" x 3 1/4" NAILS 12" O.C. 2 2x6x12 P.T. psi CONC. w/(1) #5 REBAR CONT. W TRUSSES @ 24" O/C 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM SHEATHING z O CL e CENTER BUCK U (NP) SEE ELEV. UPLIFT CONNECTOR TO 2010 FBC- R rS PER PLAN Of STRUCTURAL SHEATHING W r Q Z (SEE SCHEDULE) U SHEATHING U_ O CLIP EACH TRUSS ADD 2x 4 VERTICAL SCAB IN I -- STD HOOK U.1 DOUBLE 2x4 TOP PLATE PER PLAN SEE ROOF PLAN T EACH RUSS IF NO WEB IS CLIP EACH TRUSS - SEE REFER TO PLAN FOR ofINTERIOR MIN 2x4 STUDS @ 16" 0/C CLIP EACH TRUSS FACE OF WINDOW, FASTEN BUCK TO MASONRY FOR TYPE ROOF PLAN FOR TYPE ADDITIONAL WALL FRAMING a IF REQ'D, PROVIDE CLOSURE WALL SEE ROOF PLAN FOR TYPE W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND FRAME OUT TO BLOCK EDGE FRAME OUT TO INFORMATION e 3/8" DIA. ANCHOR IF DBL. NAILER IS USED, w/ SINGLE TOP AND BASE PLATE w/ AS REQ'D BLOCK EDGE (3) 0.131" x 3 1/4" NAILS TYPICAL (2) 16d NAILS TO TRUSS. STUDS @ USE 1/4" x 4-1/2" TAPCONS; FRAME OUT TO BUCK AT EACH TRUSS w J BLOCKING AS SPECIFIED 2 X 4 P.T. TOP BUCK SEE NOTES FOR SPACING .� '� 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE 2x4'X'BRACE ACROSS LENGTH U IN BEARING WALL SCHEDULE H psi CONC. w/(1) #5 REBAR VERT. INSTALLED PER NAILING PATTERN NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL > I VERIFY w/ PLAN FOR REQ'D Z CONNECTION OF WINDOW TO STRUCTURE BY LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. (2) 2x TOP PLATE LU NAIL SCAB TO PLATE WITH EXTERIOR SHEATHING ATTACHED EXTERIOR NAILER TO MASONRY (3) 0:131" x 3 174" TOE NAILS (2) 2x #2 SYP � O PER NAILING SCHEDULE FROM 2x #2 SYP SEE PLAN FOR � z TOP OF KNEEWALL TO BOTTOM i (2) 2x TOP PLATE i S SEE PLAN FOR I BEAM SIZE 2x6 P.T. BUCK EACH OTHERWISE SP2 CLIPS AT TOP �� BEAM SIZE 2x4 SPF #2 KNEE WALL LU 0 F_ SIDE OF OPENING AND SP1 CLIPS AT BASE ARE I --WITH STUDS 16" O.C. @ 0 U _ REQUIRED. 2x4 SPF #2 KNEE WALL 2x4 SPF #2 KNEE WALL (2) 2x PLATE w/ STRUCTURAL PROVIDE 5 3/8" DIA. J -BOLT W/ 5-1/2" O 2x BLOCKING WITH STUDS @ 16" O.C. WITH STUDS 16" O.C. @ � 2x PT BOTTOM SHEATHING FROM TOP I Z_ (� e EMBEDMENT AT EACH DOOR BRACKET, EACH CRICKET AS W STRUCTURAL (2) 2x #2 SYP w/ STRUCTURAL I PLATE OF WALL TO BOTTOM OF SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK REQUIRED SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH WALL. ATTACHED PER _� W WASHER W/ EACH ANCHOR. (1st BOLT TO BE 2x P.T. PLATE SIDES FROM TOP OF BEAM SIZE SIDES FROM TOP OF PRECAST NAILING SCHEDULE m ❑ 8" MAX. ABV. CURB, REST EQUALLY SPACED 1/2" x 8" A.B. OR TITEN HD @ --- WALL TO BOTTOM OF BEAM. ATTACHED PER BUILDER FRAME WALL TO BOTTOM OF BEAM. ATTACHED PER LINTEL OR KNOCK OUT OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS Q APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH END-' NAILING SCHEDULE I RADIUS AS REQ'D NAILING SCHEDULE COURSE " ' AT BASE ARE REQUIRED 0 TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS 1/2"x8" ANCHOR BOLT ILL w/ (1) #5 CONT.\ \_ AT TOP AND SP1 CLIPS MASONRY OR TITEN HD @ 32" O.C. o MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME WALL & 6" FROM EACH END o \f" UPLIFT CONNECTOR z W CURB (8° MAX.) START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D IN (SEE SCHEDULE) D02 GARAGE DOOR 4F1 KNEEWALL ABOVE 4FO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY U- O BUCK DETAIL SCALE: 3/4" =1'-0" MASONRY WALL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" z (2) 2x TOP PLATE �> ` (2) 2x PT BUCKS PRECAST LINTEL PROVIDE STANDARD HOOK ` _ — w/ 1/2" O.S.B. BETWEEN (1) #5 IN TIE BEAM �..� Tom, , A THREADED ROD PER PLAN MIN � a NOTES: NAIL SCAB TO TOP CHORD 6" FROM END OF CMU SIZE TAPCONS SPACING # ROWS TYPICAL TIE BEAM w/ 3000 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 WITH (4) 0.131" x 3 1/4" NAILS 12" O.C. 2 ° psi CONC. w/(1) #5 REBAR CONT. W 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM z O CL 0 LUz U Q TO 2010 FBC- R rS Of W r Q Z U U_ O ADD 2x 4 VERTICAL SCAB IN STD HOOK U.1 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND T EACH RUSS IF NO WEB IS REFER TO PLAN FOR ofINTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT ADDITIONAL WALL FRAMING a of W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND INFORMATION 04 IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF (3) 0.131" x 3 1/4" NAILS TYPICAL USE 1/4" x 4-1/2" TAPCONS; BUCK AT EACH TRUSS w BLOCKING AS SPECIFIED �— TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT 2x4'X'BRACE ACROSS LENGTH U IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL > VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH NAILER TO MASONRY (3) 0:131" x 3 174" TOE NAILS NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY or- ADDED EADDED TO EXISTING 2x BUCKED OPENING, USE 2x4 BLOCKING BETWEEN CMU WALL AS REQ'D PER PLAN (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. TRUSSES TOENAILED TO (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK 1 OR 3 1/2" EMBEDMENT FOR SOLID IE BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 @ EACH SUCCESSIVE BUCK DOUBLE TOP PLATE WITH 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4" NAILS @ 4" O.C. THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN TRUSS (AS NOTED) REQUIREMENTS (FASTENING) ARE MET DBL TOP PLATE Z 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 0 NOTE: ALL HOOKS AND SPLICES TO BE 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL cn CONSTRUCTED AND SIZED PER NOTES TO 2x PER WINDOW MANUFACTURER'S SPECS O D01 VERTICAL REINFORCING D03 BEARING/SHEAR WALL T CMU PT BASE PLATE MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=1'-0" DETAIL WALL CONNECTION DETAIL SCALE:3/4"=1'-0" SCALE:,/2"=,' SHEARWALL TO TRUSS SCALE: 3/4" ,'-0" U) ROOF SHEATHING - SEE FRAMING 2x4 PLA -7.S OVER 0 PRECAST LINTEL, TYP. PLAN FOR NAILING SPECS ROOF DECK - SEE A < NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING B ROOF SHINGLES: ROOF TILES: w RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES 0 TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FORDTL CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. MASONRY WALL MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O SEE PLAN 2X8 if 11 (2) LAYERS OF 3/4" CDA PLYWOOD �/� '' 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING U (3) 16d COMMON GLUED AND NAILED AT 6" O.C. ,r 26 GA. GALV. FLASHING: O / � NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) i /�'; B c 1. G-90 GALV. COATING J LINTEL11 11 A NOTE: , iii / ,i!i A 2. MEETS ASTM A527 LU PRE -ENG. COMMON TRUSSES MAY BE ' '!� ° f%� �� v 3 REGULAR POLYESTER I-- (SEE PLAN) HEADER PE� / /' „�' �,�� ��, 4. 1.0/0.5 MIL w/ PRIMER - LOCATION USED ILO. CURVED TRUSS 5. MIN. THICKNESS 0.0187 IN. 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE �' ,'/' ;�� 6. CHROMATE TREATMENT ' TOE NA LS EA. EA. SIDE _ :.._ PLAN) SEE FRONT ELEVATION �' i /,�%'r� �,` V END BLK'G. TO 2x w/ (2) 16d FOR WINDOW TYPE i ,� ��` HURRICANE ANCHOR AT EACH z 2X 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS / TRUSS (REFER TO ROOF PLAN)'- BLOCKING ATTACH TO 8d EACH END EACH END 7/16" O.S.B.' °.`µ, ��� NOTE: ROOF SHEATHING MUST O 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, ' O 2X STUDS @ 16 O.C. FOR KNEE WALL 2x4 SPF CONT. / / / '�r/ BE APPLIED AND FASTENED TO 11 / \ 11 0 BLOCKING ATTACH H4 OR H5 AT EACH END �� <� ' BASE TRUSS PER PLANS BEFORE /I �I c J ELEVATION VARIES U 7/16 OSB EA. SIDE, W/ TO 7/16 OSB w/ (2) 2X BLK'G. TO , , , PRE ENGINEERED ROOF O LSTA18 @ 32 O.C. STUD TO PRE -ENG 6d NAILS @ 16" O.C. TO 8d NAILS OSB w/ 2 - OF TRUSS/RAFTER /, „ �,' TRUSS BELOW DORMER FRAMING IS INSTALLED. TRUSS, SLIT ROOF SHEATHING FOR TOP OF MASONRY z SIDE & TOT' NAILER �N TYPICAL ` / iJ E N D VIEW 7/16" OSB EACH SIDE, 8d EACH (TYPICAL) /, _ BUCKS, SEE w/ 6d NAILS 16" O.C. `i� ; / j �� STRAP PRE -ENG. WD ^- ALUM. DRIP EDGE w 2X4 WD STUD CRIPPLE 2X TRUSS, 24" O.C. MDBUCK MORE INFO. TO SIDE & TOP NAILER ` !,f ' /,j , AT 16"O.C. c0 CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA . 00 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF '� / PLAN �. 0.. g DECK -SEE DETAIL BELOW �/ R-30 INSULATION _ v PROVIDE 2x4 BLOCKING w/(2)16d NAILS VENTED ALUM. SOFFIT ' DOUBLE TOP PLATE 1 FOR FASTENING SPECS 1/2 DRYWALL Q EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER TYP. SINGLE O DOES NOT LINEUP ABOVE TRUSS TIE -BEAM w/ (1) #5 J BELOW AND CONNECT w/ HTS20 @ 32" 0 CONT. GROUT ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM SOLID LU WOOD FRAME &CMU SCALE: 1/2" = 1'-0" PLATE TE /,ONN. DETAIL SCALE: 3/4" = 1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. w C STEEL SILL TYP. @ ALL FOR OVERHANG R 0 WINDOWS WINDOW PER § IF A/C IS SUSPENDED FROM TOP FLOOR PLAN PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING H CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12SEE 1/2" G.W.B. OVER VAPOR CEMTITUOU$ FINISH, O SPEC.'S COMPANY x BARRIER W/ R4.1 INSUL 1/2" MIN. THK. ON PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU m O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING @ 24" O.C.. TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O OF 2'-0" ABOVE A POINT WITHIN 10'-0" A O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,� SHOWN FOR CLARITY .� 0 CONIC. SLAB 8x8x16 CONIC BLOCK 2X4 VERTICAL @24" O.C. SEE FOU WATION m MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS w � — —I PLAN FOR MORE '�; � TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I MAIN FLOOR (3) 12d NAILS TO RAT (2) BAYS PAST A/C A/C UNIT AND PAN I RUNS. TYP EACH SIDE �e . ELEV 0' A-0" LOCATION. MIN (3) BAY Mol IN. 24" BY SUPPLIER MIN. 24" (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE Cn _ + TO EACH TRUSS. TYP I DISPOSAL BY A/C GALV. FLASHING + EACH SIDE ( SUPPLIER I ( v�Lr�i � CONNECTION TO BE + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED _ _ _ _ _ _ = SUPPLIED BY A/C (I-„ 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMPANY r w COMMONS END NAILED TOOf VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1.� + + (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH '4 END -CV ct 11 01 •• C ••�,� '., tsy Z Z CM 1� 0 M "" ° of U J LL 116,1111I�r�� p F� �F 0 z O � U ;- .9 U O am J W�$+ Si W C) z J Z < v L.L � • W 8 m b, wZ p �� i �- W W V � ci 11 M _j z 0 0W_j � pW L 0 1 0000 N m F 0Wz Lu O 0 0 O E" N STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: BM QC CHECK: TL JOB No. TM - 2150443 SCALE: AS INDICATED DATE: 04/27/15 CM01 CHIMNEY PRE-ENGINEERED TRUSS TB01 A/C IN TRUSS SO TYPICAL WALL SECTION SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" _ D FRAMING DETAIL CMU WALL SINGLE STORY SCALE: 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 WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. LU '= — — — - - — — — ----- II Of (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL iN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED SEE PLAN 11 � 11 l 11 ' DBL TOP PLATE Z 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 0 NOTE: ALL HOOKS AND SPLICES TO BE 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL cn CONSTRUCTED AND SIZED PER NOTES TO 2x PER WINDOW MANUFACTURER'S SPECS O D01 VERTICAL REINFORCING D03 BEARING/SHEAR WALL T CMU PT BASE PLATE MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=1'-0" DETAIL WALL CONNECTION DETAIL SCALE:3/4"=1'-0" SCALE:,/2"=,' SHEARWALL TO TRUSS SCALE: 3/4" ,'-0" U) ROOF SHEATHING - SEE FRAMING 2x4 PLA -7.S OVER 0 PRECAST LINTEL, TYP. PLAN FOR NAILING SPECS ROOF DECK - SEE A < NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING B ROOF SHINGLES: ROOF TILES: w RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES 0 TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FORDTL CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. MASONRY WALL MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O SEE PLAN 2X8 if 11 (2) LAYERS OF 3/4" CDA PLYWOOD �/� '' 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING U (3) 16d COMMON GLUED AND NAILED AT 6" O.C. ,r 26 GA. GALV. FLASHING: O / � NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) i /�'; B c 1. G-90 GALV. COATING J LINTEL11 11 A NOTE: , iii / ,i!i A 2. MEETS ASTM A527 LU PRE -ENG. COMMON TRUSSES MAY BE ' '!� ° f%� �� v 3 REGULAR POLYESTER I-- (SEE PLAN) HEADER PE� / /' „�' �,�� ��, 4. 1.0/0.5 MIL w/ PRIMER - LOCATION USED ILO. CURVED TRUSS 5. MIN. THICKNESS 0.0187 IN. 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE �' ,'/' ;�� 6. CHROMATE TREATMENT ' TOE NA LS EA. EA. SIDE _ :.._ PLAN) SEE FRONT ELEVATION �' i /,�%'r� �,` V END BLK'G. TO 2x w/ (2) 16d FOR WINDOW TYPE i ,� ��` HURRICANE ANCHOR AT EACH z 2X 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS / TRUSS (REFER TO ROOF PLAN)'- BLOCKING ATTACH TO 8d EACH END EACH END 7/16" O.S.B.' °.`µ, ��� NOTE: ROOF SHEATHING MUST O 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, ' O 2X STUDS @ 16 O.C. FOR KNEE WALL 2x4 SPF CONT. / / / '�r/ BE APPLIED AND FASTENED TO 11 / \ 11 0 BLOCKING ATTACH H4 OR H5 AT EACH END �� <� ' BASE TRUSS PER PLANS BEFORE /I �I c J ELEVATION VARIES U 7/16 OSB EA. SIDE, W/ TO 7/16 OSB w/ (2) 2X BLK'G. TO , , , PRE ENGINEERED ROOF O LSTA18 @ 32 O.C. STUD TO PRE -ENG 6d NAILS @ 16" O.C. TO 8d NAILS OSB w/ 2 - OF TRUSS/RAFTER /, „ �,' TRUSS BELOW DORMER FRAMING IS INSTALLED. TRUSS, SLIT ROOF SHEATHING FOR TOP OF MASONRY z SIDE & TOT' NAILER �N TYPICAL ` / iJ E N D VIEW 7/16" OSB EACH SIDE, 8d EACH (TYPICAL) /, _ BUCKS, SEE w/ 6d NAILS 16" O.C. `i� ; / j �� STRAP PRE -ENG. WD ^- ALUM. DRIP EDGE w 2X4 WD STUD CRIPPLE 2X TRUSS, 24" O.C. MDBUCK MORE INFO. TO SIDE & TOP NAILER ` !,f ' /,j , AT 16"O.C. c0 CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA . 00 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF '� / PLAN �. 0.. g DECK -SEE DETAIL BELOW �/ R-30 INSULATION _ v PROVIDE 2x4 BLOCKING w/(2)16d NAILS VENTED ALUM. SOFFIT ' DOUBLE TOP PLATE 1 FOR FASTENING SPECS 1/2 DRYWALL Q EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER TYP. SINGLE O DOES NOT LINEUP ABOVE TRUSS TIE -BEAM w/ (1) #5 J BELOW AND CONNECT w/ HTS20 @ 32" 0 CONT. GROUT ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM SOLID LU WOOD FRAME &CMU SCALE: 1/2" = 1'-0" PLATE TE /,ONN. DETAIL SCALE: 3/4" = 1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. w C STEEL SILL TYP. @ ALL FOR OVERHANG R 0 WINDOWS WINDOW PER § IF A/C IS SUSPENDED FROM TOP FLOOR PLAN PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING H CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12SEE 1/2" G.W.B. OVER VAPOR CEMTITUOU$ FINISH, O SPEC.'S COMPANY x BARRIER W/ R4.1 INSUL 1/2" MIN. THK. ON PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU m O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING @ 24" O.C.. TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O OF 2'-0" ABOVE A POINT WITHIN 10'-0" A O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,� SHOWN FOR CLARITY .� 0 CONIC. SLAB 8x8x16 CONIC BLOCK 2X4 VERTICAL @24" O.C. SEE FOU WATION m MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS w � — —I PLAN FOR MORE '�; � TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I MAIN FLOOR (3) 12d NAILS TO RAT (2) BAYS PAST A/C A/C UNIT AND PAN I RUNS. TYP EACH SIDE �e . ELEV 0' A-0" LOCATION. MIN (3) BAY Mol IN. 24" BY SUPPLIER MIN. 24" (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE Cn _ + TO EACH TRUSS. TYP I DISPOSAL BY A/C GALV. FLASHING + EACH SIDE ( SUPPLIER I ( v�Lr�i � CONNECTION TO BE + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED _ _ _ _ _ _ = SUPPLIED BY A/C (I-„ 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMPANY r w COMMONS END NAILED TOOf VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1.� + + (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH '4 END -CV ct 11 01 •• C ••�,� '., tsy Z Z CM 1� 0 M "" ° of U J LL 116,1111I�r�� p F� �F 0 z O � U ;- .9 U O am J W�$+ Si W C) z J Z < v L.L � • W 8 m b, wZ p �� i �- W W V � ci 11 M _j z 0 0W_j � pW L 0 1 0000 N m F 0Wz Lu O 0 0 O E" N STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: BM QC CHECK: TL JOB No. TM - 2150443 SCALE: AS INDICATED DATE: 04/27/15 CM01 CHIMNEY PRE-ENGINEERED TRUSS TB01 A/C IN TRUSS SO TYPICAL WALL SECTION SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" _ D FRAMING DETAIL CMU WALL SINGLE STORY SCALE: 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 WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. LU Of H U) W d z O CL 0 LUz U Q rS Of W r Q Z U U_ O en DBL TOP PLATE Z 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 0 NOTE: ALL HOOKS AND SPLICES TO BE 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL cn CONSTRUCTED AND SIZED PER NOTES TO 2x PER WINDOW MANUFACTURER'S SPECS O D01 VERTICAL REINFORCING D03 BEARING/SHEAR WALL T CMU PT BASE PLATE MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. SCALE: 3/4"=1'-0" DETAIL WALL CONNECTION DETAIL SCALE:3/4"=1'-0" SCALE:,/2"=,' SHEARWALL TO TRUSS SCALE: 3/4" ,'-0" U) ROOF SHEATHING - SEE FRAMING 2x4 PLA -7.S OVER 0 PRECAST LINTEL, TYP. PLAN FOR NAILING SPECS ROOF DECK - SEE A < NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING B ROOF SHINGLES: ROOF TILES: w RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES 0 TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FORDTL CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. MASONRY WALL MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O SEE PLAN 2X8 if 11 (2) LAYERS OF 3/4" CDA PLYWOOD �/� '' 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING U (3) 16d COMMON GLUED AND NAILED AT 6" O.C. ,r 26 GA. GALV. FLASHING: O / � NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) i /�'; B c 1. G-90 GALV. COATING J LINTEL11 11 A NOTE: , iii / ,i!i A 2. MEETS ASTM A527 LU PRE -ENG. COMMON TRUSSES MAY BE ' '!� ° f%� �� v 3 REGULAR POLYESTER I-- (SEE PLAN) HEADER PE� / /' „�' �,�� ��, 4. 1.0/0.5 MIL w/ PRIMER - LOCATION USED ILO. CURVED TRUSS 5. MIN. THICKNESS 0.0187 IN. 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE �' ,'/' ;�� 6. CHROMATE TREATMENT ' TOE NA LS EA. EA. SIDE _ :.._ PLAN) SEE FRONT ELEVATION �' i /,�%'r� �,` V END BLK'G. TO 2x w/ (2) 16d FOR WINDOW TYPE i ,� ��` HURRICANE ANCHOR AT EACH z 2X 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS / TRUSS (REFER TO ROOF PLAN)'- BLOCKING ATTACH TO 8d EACH END EACH END 7/16" O.S.B.' °.`µ, ��� NOTE: ROOF SHEATHING MUST O 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, ' O 2X STUDS @ 16 O.C. FOR KNEE WALL 2x4 SPF CONT. / / / '�r/ BE APPLIED AND FASTENED TO 11 / \ 11 0 BLOCKING ATTACH H4 OR H5 AT EACH END �� <� ' BASE TRUSS PER PLANS BEFORE /I �I c J ELEVATION VARIES U 7/16 OSB EA. SIDE, W/ TO 7/16 OSB w/ (2) 2X BLK'G. TO , , , PRE ENGINEERED ROOF O LSTA18 @ 32 O.C. STUD TO PRE -ENG 6d NAILS @ 16" O.C. TO 8d NAILS OSB w/ 2 - OF TRUSS/RAFTER /, „ �,' TRUSS BELOW DORMER FRAMING IS INSTALLED. TRUSS, SLIT ROOF SHEATHING FOR TOP OF MASONRY z SIDE & TOT' NAILER �N TYPICAL ` / iJ E N D VIEW 7/16" OSB EACH SIDE, 8d EACH (TYPICAL) /, _ BUCKS, SEE w/ 6d NAILS 16" O.C. `i� ; / j �� STRAP PRE -ENG. WD ^- ALUM. DRIP EDGE w 2X4 WD STUD CRIPPLE 2X TRUSS, 24" O.C. MDBUCK MORE INFO. TO SIDE & TOP NAILER ` !,f ' /,j , AT 16"O.C. c0 CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA . 00 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF '� / PLAN �. 0.. g DECK -SEE DETAIL BELOW �/ R-30 INSULATION _ v PROVIDE 2x4 BLOCKING w/(2)16d NAILS VENTED ALUM. SOFFIT ' DOUBLE TOP PLATE 1 FOR FASTENING SPECS 1/2 DRYWALL Q EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER TYP. SINGLE O DOES NOT LINEUP ABOVE TRUSS TIE -BEAM w/ (1) #5 J BELOW AND CONNECT w/ HTS20 @ 32" 0 CONT. GROUT ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM SOLID LU WOOD FRAME &CMU SCALE: 1/2" = 1'-0" PLATE TE /,ONN. DETAIL SCALE: 3/4" = 1'-0" PRECAST CONC. OR POWERS REFER TO ELEV. w C STEEL SILL TYP. @ ALL FOR OVERHANG R 0 WINDOWS WINDOW PER § IF A/C IS SUSPENDED FROM TOP FLOOR PLAN PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING H CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12SEE 1/2" G.W.B. OVER VAPOR CEMTITUOU$ FINISH, O SPEC.'S COMPANY x BARRIER W/ R4.1 INSUL 1/2" MIN. THK. ON PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU m O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING @ 24" O.C.. TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O OF 2'-0" ABOVE A POINT WITHIN 10'-0" A O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING ,� SHOWN FOR CLARITY .� 0 CONIC. SLAB 8x8x16 CONIC BLOCK 2X4 VERTICAL @24" O.C. SEE FOU WATION m MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS w � — —I PLAN FOR MORE '�; � TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO NAILS TO TOP CHORD + TOP AND BOTTOM MIN I I MAIN FLOOR (3) 12d NAILS TO RAT (2) BAYS PAST A/C A/C UNIT AND PAN I RUNS. TYP EACH SIDE �e . ELEV 0' A-0" LOCATION. MIN (3) BAY Mol IN. 24" BY SUPPLIER MIN. 24" (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE Cn _ + TO EACH TRUSS. TYP I DISPOSAL BY A/C GALV. FLASHING + EACH SIDE ( SUPPLIER I ( v�Lr�i � CONNECTION TO BE + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED _ _ _ _ _ _ = SUPPLIED BY A/C (I-„ 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMPANY r w COMMONS END NAILED TOOf VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1.� + + (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH '4 END -CV ct 11 01 •• C ••�,� '., tsy Z Z CM 1� 0 M "" ° of U J LL 116,1111I�r�� p F� �F 0 z O � U ;- .9 U O am J W�$+ Si W C) z J Z < v L.L � • W 8 m b, wZ p �� i �- W W V � ci 11 M _j z 0 0W_j � pW L 0 1 0000 N m F 0Wz Lu O 0 0 O E" N STRUCTURAL ENG: CFG / BAD DRAFTING. -STRUCT: BM QC CHECK: TL JOB No. TM - 2150443 SCALE: AS INDICATED DATE: 04/27/15 CM01 CHIMNEY PRE-ENGINEERED TRUSS TB01 A/C IN TRUSS SO TYPICAL WALL SECTION SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" _ D FRAMING DETAIL CMU WALL SINGLE STORY SCALE: 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 WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SIN DIA BEi PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 16i NAILS GABLI TRUSS TO PLT.@12" 0.1 MAX. CMU WALL C LINTEL BELC SIMPSON HGA-10 2x4 BLOCKING (2) 12d NAILS, -- ROOF SHEATHING PER PLAN @ 48" O.C. SIMPSON WGA -10 TOENAILED @EACH END.AT 24" O.C. UJ @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE Q OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN 0 TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS SHEATHING SPAN TO BE 2'-0" MAX.) END EACH END BRACE TO LEDGER BEAM TO GABLE 2x4 OUTLOOKERS NAIL W/(2)16d NAILS EA. END @ DTC CLIP, (2) 8d NAILS TRUSS @ 24"o.c. MAX. (2)16d NAILS PLT. TO STUD TOP & INTO BLOCKING, (4) 8d 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP < DBL. 2x4 TOP PLT. SHEATHING PER 2 -0 MAX. BO (END NAIL PLTS. TO STUD) TRUSS TRUSS @EACH WEB PLATE H z BEAM PER PLAN PLAN ATTACH PER SIMPSON H-10(TYP.) NAILING SCHEDULE '.- DTC CLIP, (2) 8d NAILS INTO Z ❑ FASTEN SIDE WALL DOUBLE TOP PLATE — BLOCKING, (2) 1/4"x 2 3/4" °- w Z SHEATHING PERM MASONRY WALL a TAPCONS IN CMU. OR W EXTERIOR SHEATHING. PLAN. END NAIL q OUTLOOKER r' OR LINTEL SEE SIMPSON META16 ATTACH PER PLAN FROM 01- O W/(2)16d NILS TO TRUSS i 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM p f- DBL. 2X8 SIMPSON H10A W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. DIAGONAL TO OUTLOOKER U TOP PLT. STD CONDITION @ CMU MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ z 0 TOP PLT. HOLD WALL DOWN 3-1/2" OR LINTEL SEE •� 1/2"x8" ANCHOR BOLT OR TITEN z U 2X8's 16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH Lij PRE -ENG. ROOF TRUSS (TYP.) END BEAM CONNECTION FRAME WALL CONNECTION ATTACHING NAIER LING N m 1'-9" MAX. ATTACH PER NAILING Q SCHEDULE VVAULTED CONDITION @ CMU o TEXTURED CEMTITUOUSSIMPSON DTC, (2) 8d NAILS uJ FINISH, 7/8" MIN. THK. . INTO BLOCKING, (4) 8d NAILS a TO TOP PLATE o -- - -- - 1/2" x 8" J -BOLT @ 32" O.C. AND N Zi I?' GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W WASHER BLOCKING, (2) 1/4"x 2 3/4.. LL CEILING NAILER TAPCONS IN CMU. OR C) AS REQ'D. TRUSS TRUSS SIMPSON META16 31MPSON A23 @ EACH CMU WALL BELOW Z 3RACE TO PLATE P ARD i' MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. `jm11fi//0/ a r- 1/2" GY . BOARD FA ON PT. FURRING ; r:' STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN �� r '�/®,� W It 1/2" J -BOLTS w/ DETAIL FOR FLASHING • : _ q • «®e®..il., rte® Q z WASHERS (MIN. A35 DIAGONAL TO REQUIREMENTS (MSTA M -12's MAY �!i WALL SHEATHING PER PLAN ��' 6" EMBED) MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS LAY 2X4 BLOCKING OVER THE 4. �•.� U FROM EACH END LIMITED • ® R ,, 0 , J LINTEL PER PLAN d. TOP OF THE BOTTOM CHORD.®® AND 32" O.C. MAX. ATTACH w/ (2) 10d NAILS @ 2x WALL, SEE PLAN • `�' LW -�" 'YQ EACH TRUSS - '$1 �; Q CIL- CA- 0 Q ❑ 0 se J 2x TOP PLATE TO GABLE STD CONDITION FRAME WALL BEARING CONDITION CMU WALL®� 6. _j END W/ 16d NAILS @ 6" O.C. V @ oo� +�•..•:'••'�! S 1s W @ FRAMING FOR FALSE NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS HGA10KT 32 O.C. _ MANUFACTURER'S DRAWINGS; CEILING GYP, BOARD IS NOT A DIAPHRAGM 7'!►• r�, ``� BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ "a,W ,• AI(GE04 GABLE END VAULTED F06 NON-BEARING WALL CLIP DETAIL TIE BEAM COURSE SINGLE BASE & TOP PLATE VERIFY IF `✓ O CONTRACTOR TO FIELD VERIFY WHICH � W,. w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM 11 1� CONDITION IS REQUIRED. CONTACT EOR COVERING IS REQ'D VAULTED CEILING SCALE. 3/4 - 1-0 SCALE. 3/4 -1-0 FOR ADDITIONAL INFO AS REQ'D ❑ 4s V, z' • b_a CMU WALL CONNECTION CLEAR SPAN CONNECTION 2X4 ATTACHED TO EA. GABLE Ho 2X4 BRACE WITH (2) 10d NAILS Q C0 2 cu U_ (1),23 FROM STRONGBACKIf 2x6 COLLAR TIE HALF WAY UP C) ! 4`' m TO DIAGONAL (A .� , U *** 2X4 BLOCKS, (2)16d NAILS @ EA. HEIGHT OF VALLEY. FASTEN w/ (5) z 44 NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE END. BLOCK ADJACENT BAYS@ lodcoMMONNAILs@EACH END o,, *** EA. DIAGONAL AS SHOWN. • • • • (TYP.) O C 0 BRACING FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 W I a MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON o LLi G E01 GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. I 2X8 RIDGE - CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT I BOARD I U CONNECTION DETAIL SCALE. 3/4 - 11-011 FOR ADDITIONAL INFO AS REQ'D _ — — _ _ _ 10d COMMON NAILS @ 8" O.C. RAFTER TO OPPOSITE SIDE (AS SHOWN) � (5) 16d NAILS4" MAX REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) -- V, ' z BRACE TO �— SIZE OF O.H. PLATE THRU O.S.B SHEATHING 1 - 9<< Q „� (� BLOCKING (THICKNESS PER PLAN) TO �`� U)(!� � t CONT. 2X4 PRE-ENGINEERED TRUSS BELOW WITH y U_ Q Lu �g 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6P���' z 2X4'S @ 24" 0 PLATE TO TOP CHORD OF EACH TRUSS J 0 06 BELOW ~ W (D 2x4 DIAGONAL BRACE @ 48" U Q z' F �3 O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX. J STRONGBACK, SEE CHART ul J REFER TO PLANS FOR \ v EXACT SIZE OF O.H. FASTEN CONVENTIONAL 2x VALLEY RAFTER a: U 0 1— <Z 2x4 BLOCKS, (2) 16d NAILS@ EA. (5) 16d NAILS " GABLE BRACING (+) FRAMING (OR PRE-ENGINEERED VALLEY H 0 END. BLOCK ADJACENT BAYS @ EA. 1 -4 MAX. TRUSSES LL U BRACE TO SEE CHART ) TO 2x PLATE WITH SIMPSON MTS12 DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS ((5) 8d NAILS) AT W W •�i•, SHEATHING TO BLOCKS w/8d NAILS EACH RAFTER TO PLATE CONNECTION Z W Z ig @ 6 Z O.C. CONT. 2X4 PROVIDE 2x4 BRACE TO < 1- EA. ADJ. DIAGONAL FASTEN W H TO DIAGONAL w/(2) 16d STRONGBACK IF F- NAILS. REQUIRED, SEE < W SIMPSON H10A DIAGONAL To „ CHART CF01 FIELD FRAMED o (5) 16d NAILS BLOCKING GABLE BRACING @ 48 O.C. NOT 2X4'S @ 24" O.C. REQUIRED 6' FROM EAVES. A A VALLEY DETAIL SCALE: 3/4" = 1'-0" W BRACE TO 0 a BLOCKING 45` ' GABLE END SHEATHIN (D GABLE END SHEATHING NOTE: CONTRACTOR TO NAIL 1st KING z FASTEN PER PLAN. N. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED Q PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED 0 TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE Z Ci NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT �?� Z NAILING FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED W 0 11 � @ 12" O.C. EACH FACE OR _ GABLE BRACING @ 48" PRE ENG. TRUSSWHEN STUD LENGTH IS 3 -ROWS 12d NAILS STAGGERED H ,n M LESS THAN 12" USE is An'. n n E7^rn In no 0 ' L O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. Ll I PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H � 7'-0" (1) 2X4 BRACE 7'-0" < H 9'-4" (2) 2X4, BRACE (SEE SECTION A -A) 9'-4" < H X14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H!'=18'4' STRONGBACK W/ (2) 2X4 BRACE TL LSTA30 STRAPS AT EACH � I� GREATER HEADER Q Z J O 2X4 BRACE IF STUD WRAPPED OVER cn 0 _j REQUIRED SEE TOP PLATE & NAILED TO I (n Q CHART. HEADER EACH SIDE w/ LL! 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" 0 1 @ 6 O.C. I FLITCH PLATE HEADER (U.N.O.), Q 0 00 0 ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR re LO PER WF08/SD4 CONNECTION INFORMATION z N m GABLE VERTICAL(D I I FILLLNG AND BLOCKING AS LU 0 W Z .•�' DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO ( i W W 2ND 2X4 BRACE IF STUD TYPICAL I I HEADER w/ (2) ROWS OF 12d U) — �- 0 O 0 (U.N.O.) @ 16" O.C. UNLESS NOTED Uj = REQUIRED, SEE i OTHERWISE O x CHART I 2x STUDS TYP. �I X1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING ! / HEADER (CENTERED Win TOP PLATE STRUCTURAL ENG: CFG / BAD OR 6" FROM JAMB STUDS) w/ MIN`6" Q DRAFTING: l EMBEDMENT INTO FOUNDATION ONLY Z I @ BRG WALL LOCATIONS W/ UPLIFT STRUCT: BM O OOO Q AF PT BOTTOM PLATE r 5 QC CHECK. LU NOTE: PT BOTTOM JOB No. TM - 2150443 ALL GABLE BRACING IS TO BE SYP#2 OR BETTER R .l cn SCALE: AS INDICATED F.� ~ DATE: 04/27/15 GABLE ENDQ(NFLAT CEILING (GE02 GABLE BRACING OF09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. _I 1- IL 1___11 A I T ii II I I I I I i I- - 2x DBL TOP 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" ,5 0 cD Q NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. 3/8 SHEATHING PER 2 PLATE BEYOND MIN. /2" SHEATHING w z X 4'/z' SIMPSON SDS SCREWS @ 16" O.C. MAX. PLAN - �--� ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" o 0 Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN W SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ _ _ _ - - - - - - - - - - O_ = Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS o 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TT 7I TF IT— �� _ 0 LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. II 6 I I I I I I I I I I O NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS SPACING EXTERIOR WALL II I I I II II I I Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2" A 1/2" OR TRUSS _- _---^----- - -_ @ 3" O.C. - - — 2X12 BOX HDR w/ 2x8's TOP &BOT., - - - WALL ° FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 Q III III I I I I I I I © PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER W/ 8d III III I I I I I I I SHEATHING TO 2X12 AT WALL TO BE FASTENED TO SPLICE SEE COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" PRECAST LINTEL w/ (2)ROWS STAGGERED 12 2x4 SYP #2 OR PRE-ENGINEERED z ATROOF TRUSSES @ 24" O.C. MAX. III OPENING III I I I I I I I SPLICE DETAIL. W w (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. W SEE PLAN DESIGNED FOR SHINGLE ONLY III III I I 4 II I I MAX 1/8" SPACE _ � MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE W BETWEEN PLAN TRUSSES 24 O,C. MAX. _ 1/8 GAP - 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ 07 �- PLAN • „ - FLOOR SYSTEM -0 - � NAILING PER (2) 1/4 X 4% SIMPSON SDS SCREWS @ 16 O.C. MAX. - - - - - - 4'-0" MAX „ SCHEDULE PKT SGD - - - � ATTACH TO GABLE END STUDS W/ (2) 1/4 X 31/2"LL SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & a IF ATTACHING TO MASONRY USE 2X4 PT SYP 42 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. D01� SHED ROOF DETAIL PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS SCALE: 3/4" =1'-0" NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. 2 ROWS 10d @ 3" O.C. 2x4 STUDS PER DOUBLE 10d @ 3" O.C. FRAMING PLAN r TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON J EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS 2x8 STUDS PER FRAMING PLAN BOTTOM SPLICE OVER STUD TOP PLATE TRANSITION TVD RDr_' 1A/A I I TnD DI ATG CDI IrC: PROVIDE 2X4 ON TOP OF 2X8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS O.C. (SOLID BLOCK w/ 2x6) DOUBLE 2X4 TOP PLATE /N SCALE: 3/4" =1'-0" TOP SPLICE - DOUBLE 2X TOP PLATE AM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS N EACH END H 4F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rPS01 HEADER SECTION POCKET �+ o SCALE: 3/4" = V-0" SGD W/ TRANSOM SCALE: 3/4"=1'-0" U_i NOTES: �'ptI T ®�®s +� a Nv 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + .rte a®••`••°®°®•• /lj®®/f CG W p 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + +p •®, /� Z 2 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) o:= J 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE �4. --; ...@ �° OUTSIDE (2) 2x4 s PER ETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING a • � �. Q� FOR MORE INFO @ 24 O.C. w/ (3) 12d tcc (a� Q NAILS @ EA. END d � �e Q �; 2" EDGE 3" EDGE 5" EDGE Ilk 1�1 ALONG w/ ; .60 :s . -� O z 10d x 3" CONNECTORS A�®s� •' *•s.e.• 'G� ®fie®�� U_ " e®® COMMON C7 00 2x8#2 SPF VERTICAL @ W 0 0 o O w z 4„ 4 24`' O.C. w/ EXTERIOR � w 3„ w w U in -' ¢ 2x4 #2 SYP P.T. @EACH TRUSS w/ SHEATHING & (4) 12d 5" '� 4 1/2" w � (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O 10d x 3" o Y TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS p I� °4IC COMMON a @ EACH VERTICAL QIy 10dx3' C O COMMON z z_ TRANSOM BETWEEN LINTELS � 2� • .- 0 LINTEW SEE PLAN INFO R a z O OPP. SIDE Q z I I cCL U) I I I I z a 10d x 3" SLOPE AS REQ'D Q O 8 - �. � -' � OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) - - O.C. SPACED EVENLY 10d x 3 li! wt 1/4" x 3 1/2" TAPCONS @ 12 W COMMON hu • VERTICALLY zs U OPP. SIDE CL DISTANCE PER PKT. SGD DETAIL ATTACHMENT BY 2x6 O��' (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS 0� STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x1s a 4 (WFoa 2x BUILT-UP STUD(PS02iI, - �3) or (4) 2x COLUMN SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" = V-0" U o � Z PLAN NAIL PER PLAN STRUCTURAL SHEATHING S E ROOF SHEATHING, (2) 2x TOP PLATE � X x ¢ -- 7 t ATTACHED PER NAILING � x x � SCHEDULE DOUBLE TOP PLATE W < W S18 (2) 2x BUILT-UP COL. O SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O 06 "s •t j SP2 @EACH STUD z 2x4 #2 SYP CONT. w/ (2) 16d NAILS @ EACH END BLOCKING @ Q W C� id COMMON NAILS EACH STUD OR g SIMPSON LSTA30 w/ O 24" O.C.w/ (2) UQ TRUSS MEMBER, TYP. (MAX.24" 16d END NAILS � PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER J O.C.). IF MASONRY, USE (2) 1/4" WROOF TRUSS -SEE CONDITIONS STRAP EACH END _ J TAPCONS w/ MIN. 2 EXTERIOR SHEATHING U) FRAMING PLAN FOR AROUND TALLER STUD) I— EMBEDMENT @ 24" O.C. NAIL PER PLAN O SPACING PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACINGL) LU SEE FLOOR PLAN FOR CONNECTIONtTr MORE BRG. WALL INFO x x W W WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN x X Q -� Z Z SEE PLAN (2) 2x TOP PLATE I I o e 2X8 #2 SPF VERTICAL @ 24 O.C. 0 I•— 0 FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/W W 2 MIN (2) 2x UNDER GIRDER (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O TRUSS U.N.O. ATTACHED PER NAILING U 0 D02 LEDGER AT LOW ROOF FOR MORE SCHEDULE END (4) 12d NAILS Q W •, INFOR . SIMPSON LSTA24 @ TOP & BOTTOM Z III SCALE: 3/4" =1'-0" EACH STUD Uj 2X BRG WALL, SEE PLAN A 4 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 10d NAILS PKT SGD Z - PT POST (AS NOTED) • CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT CONNECTION SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS 4F1 SECTION AT DOUBLE BEARING 4F14 WALL STEP @ BEARING (PS03 SECTION AT POCKET V � NOT REQUIRED. z EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" =1'-0 W 11 HTS20 CLIP FROM POST TO BEAM hZ- LAP BEAM PLYS AND NAIL AS SHOWN z Z H (5) 0.131 x 3 1/4" NAILS PER PLY W D S O HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED R�Ar ROOF SHEATHING,o�F�<gAT ROOF SHEATHING, 0 1 R� FASTEN PER PLAN R FASTEN PER PLAN L 0 PLAN VIEW @ TOP OF POST ss `'Ss o 0 000 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE W LO PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING m LEDGER LEDGER + +0 PROVIDE (4)10d x 3" PROVIDE. (4)10d x 3., + + W V J LL1 Z ABU POST NAILS AT JOINT NAILS AT JOINT rrn LU O O BASE (AS NOTED) 10d NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA W Q 0 ~ ~ PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR I -- •c • 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND @ a' SP4 TO EACH OVERHANG 2x8 #2 SPF VERTICAL NUT SET IN ADHESIVE 24" O.C. w/ EXTERIOR • o CONNECTION SHEATHING ATTACHED TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS UPER NAILING SCHEDULE STRUCTURAL ENG: CFG /BAD PER, PLAN TO LEDGER PER PLAN TO LEDGER ------ - ----- i i & (4) 12d NAILS EACH Q . DRAFTING. a u �y SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER F- PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS@ 2x FRAME WALL PER PLAN a z STRUCT: BM - - - - 12' O.C. @ LINTEL SEE PLAN QC CHECK: TL 16d NAILS 16" O.C. • W ---- \ 4 ° i i / INFO \ - CONDITION M WALL CONDITION FRAME WALL PKT scDATTACHMENT 2x8w/(2)'1oaNAILS @ W.�•r o JOB No. TM -2150443 �,\11�IJ/ - - CMU BY BUILDER CO I ON @ C �,"� @ EACH VERTICAL `' � - -- - SCALE: AS INDICATED __.._-..--- ---- ----- ---- --- SIDE -SIDE VIEW @ BASE OF POST DATE: _. 04/27/15 ER COLUMN FRAMING TRUSS SCAB DETAIL NOT USED (PS04 SECTION AT S.G.D.°�,.r' D01 CORN F11 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" # 5 6 94 !Ew D 4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. u � WfY ROOF SHEATHING ATTACHED PER III 3 III I I I I I I I PANELS _j W NAILING SCHEDULE EXTERIOR SHEATHING III III TYP. AROUND III II II III I I I II II I I 2x STUDS BEYOND, � O LL O OPENING SEE PLAN FOR "- SIMPSON H3 CLIP (4) 10d NAILS FOR CONY. III III 71 7I - III I II III �I II II II II II �, MORE INFO w z a U_ W FRAMED MEMBERS ONLY III II II II II STUD SHEATHING SPLICE, TRANSOM U 1 SLOPE AS REQ'D WINDOWS SEE I I I II IIII ¢ o BETWEEN EXTERIOR i i Z PLAN V IIII II II II II o 0 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS SHEATHING & BLOCKING W I I II IIII I—I L IL �I- �l = � n 0 U) m PRE-ENGINEERED ROOF GYPSUM - - _ _ - _---------- - - U)Q UO l.=---- WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. m TRUSSES 24 O,C. MAX. _ 1/8 GAP - 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ 07 �- PLAN • „ - FLOOR SYSTEM -0 - � NAILING PER (2) 1/4 X 4% SIMPSON SDS SCREWS @ 16 O.C. MAX. - - - - - - 4'-0" MAX „ SCHEDULE PKT SGD - - - � ATTACH TO GABLE END STUDS W/ (2) 1/4 X 31/2"LL SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & a IF ATTACHING TO MASONRY USE 2X4 PT SYP 42 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. D01� SHED ROOF DETAIL PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS SCALE: 3/4" =1'-0" NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. 2 ROWS 10d @ 3" O.C. 2x4 STUDS PER DOUBLE 10d @ 3" O.C. FRAMING PLAN r TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON J EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS 2x8 STUDS PER FRAMING PLAN BOTTOM SPLICE OVER STUD TOP PLATE TRANSITION TVD RDr_' 1A/A I I TnD DI ATG CDI IrC: PROVIDE 2X4 ON TOP OF 2X8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS O.C. (SOLID BLOCK w/ 2x6) DOUBLE 2X4 TOP PLATE /N SCALE: 3/4" =1'-0" TOP SPLICE - DOUBLE 2X TOP PLATE AM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS N EACH END H 4F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rPS01 HEADER SECTION POCKET �+ o SCALE: 3/4" = V-0" SGD W/ TRANSOM SCALE: 3/4"=1'-0" U_i NOTES: �'ptI T ®�®s +� a Nv 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + .rte a®••`••°®°®•• /lj®®/f CG W p 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + +p •®, /� Z 2 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) o:= J 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE �4. --; ...@ �° OUTSIDE (2) 2x4 s PER ETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING a • � �. Q� FOR MORE INFO @ 24 O.C. w/ (3) 12d tcc (a� Q NAILS @ EA. END d � �e Q �; 2" EDGE 3" EDGE 5" EDGE Ilk 1�1 ALONG w/ ; .60 :s . -� O z 10d x 3" CONNECTORS A�®s� •' *•s.e.• 'G� ®fie®�� U_ " e®® COMMON C7 00 2x8#2 SPF VERTICAL @ W 0 0 o O w z 4„ 4 24`' O.C. w/ EXTERIOR � w 3„ w w U in -' ¢ 2x4 #2 SYP P.T. @EACH TRUSS w/ SHEATHING & (4) 12d 5" '� 4 1/2" w � (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O 10d x 3" o Y TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS p I� °4IC COMMON a @ EACH VERTICAL QIy 10dx3' C O COMMON z z_ TRANSOM BETWEEN LINTELS � 2� • .- 0 LINTEW SEE PLAN INFO R a z O OPP. SIDE Q z I I cCL U) I I I I z a 10d x 3" SLOPE AS REQ'D Q O 8 - �. � -' � OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) - - O.C. SPACED EVENLY 10d x 3 li! wt 1/4" x 3 1/2" TAPCONS @ 12 W COMMON hu • VERTICALLY zs U OPP. SIDE CL DISTANCE PER PKT. SGD DETAIL ATTACHMENT BY 2x6 O��' (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS 0� STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x1s a 4 (WFoa 2x BUILT-UP STUD(PS02iI, - �3) or (4) 2x COLUMN SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" = V-0" U o � Z PLAN NAIL PER PLAN STRUCTURAL SHEATHING S E ROOF SHEATHING, (2) 2x TOP PLATE � X x ¢ -- 7 t ATTACHED PER NAILING � x x � SCHEDULE DOUBLE TOP PLATE W < W S18 (2) 2x BUILT-UP COL. O SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O 06 "s •t j SP2 @EACH STUD z 2x4 #2 SYP CONT. w/ (2) 16d NAILS @ EACH END BLOCKING @ Q W C� id COMMON NAILS EACH STUD OR g SIMPSON LSTA30 w/ O 24" O.C.w/ (2) UQ TRUSS MEMBER, TYP. (MAX.24" 16d END NAILS � PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER J O.C.). IF MASONRY, USE (2) 1/4" WROOF TRUSS -SEE CONDITIONS STRAP EACH END _ J TAPCONS w/ MIN. 2 EXTERIOR SHEATHING U) FRAMING PLAN FOR AROUND TALLER STUD) I— EMBEDMENT @ 24" O.C. NAIL PER PLAN O SPACING PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACINGL) LU SEE FLOOR PLAN FOR CONNECTIONtTr MORE BRG. WALL INFO x x W W WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN x X Q -� Z Z SEE PLAN (2) 2x TOP PLATE I I o e 2X8 #2 SPF VERTICAL @ 24 O.C. 0 I•— 0 FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/W W 2 MIN (2) 2x UNDER GIRDER (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O TRUSS U.N.O. ATTACHED PER NAILING U 0 D02 LEDGER AT LOW ROOF FOR MORE SCHEDULE END (4) 12d NAILS Q W •, INFOR . SIMPSON LSTA24 @ TOP & BOTTOM Z III SCALE: 3/4" =1'-0" EACH STUD Uj 2X BRG WALL, SEE PLAN A 4 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 10d NAILS PKT SGD Z - PT POST (AS NOTED) • CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT CONNECTION SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS 4F1 SECTION AT DOUBLE BEARING 4F14 WALL STEP @ BEARING (PS03 SECTION AT POCKET V � NOT REQUIRED. z EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" =1'-0 W 11 HTS20 CLIP FROM POST TO BEAM hZ- LAP BEAM PLYS AND NAIL AS SHOWN z Z H (5) 0.131 x 3 1/4" NAILS PER PLY W D S O HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED R�Ar ROOF SHEATHING,o�F�<gAT ROOF SHEATHING, 0 1 R� FASTEN PER PLAN R FASTEN PER PLAN L 0 PLAN VIEW @ TOP OF POST ss `'Ss o 0 000 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE W LO PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING m LEDGER LEDGER + +0 PROVIDE (4)10d x 3" PROVIDE. (4)10d x 3., + + W V J LL1 Z ABU POST NAILS AT JOINT NAILS AT JOINT rrn LU O O BASE (AS NOTED) 10d NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA W Q 0 ~ ~ PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR I -- •c • 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND @ a' SP4 TO EACH OVERHANG 2x8 #2 SPF VERTICAL NUT SET IN ADHESIVE 24" O.C. w/ EXTERIOR • o CONNECTION SHEATHING ATTACHED TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS UPER NAILING SCHEDULE STRUCTURAL ENG: CFG /BAD PER, PLAN TO LEDGER PER PLAN TO LEDGER ------ - ----- i i & (4) 12d NAILS EACH Q . DRAFTING. a u �y SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER F- PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS@ 2x FRAME WALL PER PLAN a z STRUCT: BM - - - - 12' O.C. @ LINTEL SEE PLAN QC CHECK: TL 16d NAILS 16" O.C. • W ---- \ 4 ° i i / INFO \ - CONDITION M WALL CONDITION FRAME WALL PKT scDATTACHMENT 2x8w/(2)'1oaNAILS @ W.�•r o JOB No. TM -2150443 �,\11�IJ/ - - CMU BY BUILDER CO I ON @ C �,"� @ EACH VERTICAL `' � - -- - SCALE: AS INDICATED __.._-..--- ---- ----- ---- --- SIDE -SIDE VIEW @ BASE OF POST DATE: _. 04/27/15 ER COLUMN FRAMING TRUSS SCAB DETAIL NOT USED (PS04 SECTION AT S.G.D.°�,.r' D01 CORN F11 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" # 5 6 94 !Ew D 4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. u � WfY Z EXTERIOR SHEATHING O O a STUD SHEATHING SPLICE, TRANSOM U 1 SLOPE AS REQ'D WINDOWS SEE BETWEEN EXTERIOR i i Z PLAN V SHEATHING & BLOCKING W GYPSUM u u 2X6 P.T. SYP. #2 CONT. w/ (2) WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. m JOINT, MAX.LINTEL SEE SPACED EVENLY VERTICALLY 11 TRUSSES 24 O,C. MAX. _ 1/8 GAP - 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ 07 �- PLAN • „ - FLOOR SYSTEM -0 - � NAILING PER (2) 1/4 X 4% SIMPSON SDS SCREWS @ 16 O.C. MAX. - - - - - - 4'-0" MAX „ SCHEDULE PKT SGD - - - � ATTACH TO GABLE END STUDS W/ (2) 1/4 X 31/2"LL SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & a IF ATTACHING TO MASONRY USE 2X4 PT SYP 42 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. D01� SHED ROOF DETAIL PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS SCALE: 3/4" =1'-0" NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. 2 ROWS 10d @ 3" O.C. 2x4 STUDS PER DOUBLE 10d @ 3" O.C. FRAMING PLAN r TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON J EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS 2x8 STUDS PER FRAMING PLAN BOTTOM SPLICE OVER STUD TOP PLATE TRANSITION TVD RDr_' 1A/A I I TnD DI ATG CDI IrC: PROVIDE 2X4 ON TOP OF 2X8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS O.C. (SOLID BLOCK w/ 2x6) DOUBLE 2X4 TOP PLATE /N SCALE: 3/4" =1'-0" TOP SPLICE - DOUBLE 2X TOP PLATE AM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS N EACH END H 4F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rPS01 HEADER SECTION POCKET �+ o SCALE: 3/4" = V-0" SGD W/ TRANSOM SCALE: 3/4"=1'-0" U_i NOTES: �'ptI T ®�®s +� a Nv 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + .rte a®••`••°®°®•• /lj®®/f CG W p 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + +p •®, /� Z 2 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) o:= J 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE �4. --; ...@ �° OUTSIDE (2) 2x4 s PER ETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING a • � �. Q� FOR MORE INFO @ 24 O.C. w/ (3) 12d tcc (a� Q NAILS @ EA. END d � �e Q �; 2" EDGE 3" EDGE 5" EDGE Ilk 1�1 ALONG w/ ; .60 :s . -� O z 10d x 3" CONNECTORS A�®s� •' *•s.e.• 'G� ®fie®�� U_ " e®® COMMON C7 00 2x8#2 SPF VERTICAL @ W 0 0 o O w z 4„ 4 24`' O.C. w/ EXTERIOR � w 3„ w w U in -' ¢ 2x4 #2 SYP P.T. @EACH TRUSS w/ SHEATHING & (4) 12d 5" '� 4 1/2" w � (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O 10d x 3" o Y TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS p I� °4IC COMMON a @ EACH VERTICAL QIy 10dx3' C O COMMON z z_ TRANSOM BETWEEN LINTELS � 2� • .- 0 LINTEW SEE PLAN INFO R a z O OPP. SIDE Q z I I cCL U) I I I I z a 10d x 3" SLOPE AS REQ'D Q O 8 - �. � -' � OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) - - O.C. SPACED EVENLY 10d x 3 li! wt 1/4" x 3 1/2" TAPCONS @ 12 W COMMON hu • VERTICALLY zs U OPP. SIDE CL DISTANCE PER PKT. SGD DETAIL ATTACHMENT BY 2x6 O��' (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS 0� STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x1s a 4 (WFoa 2x BUILT-UP STUD(PS02iI, - �3) or (4) 2x COLUMN SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" = V-0" U o � Z PLAN NAIL PER PLAN STRUCTURAL SHEATHING S E ROOF SHEATHING, (2) 2x TOP PLATE � X x ¢ -- 7 t ATTACHED PER NAILING � x x � SCHEDULE DOUBLE TOP PLATE W < W S18 (2) 2x BUILT-UP COL. O SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O 06 "s •t j SP2 @EACH STUD z 2x4 #2 SYP CONT. w/ (2) 16d NAILS @ EACH END BLOCKING @ Q W C� id COMMON NAILS EACH STUD OR g SIMPSON LSTA30 w/ O 24" O.C.w/ (2) UQ TRUSS MEMBER, TYP. (MAX.24" 16d END NAILS � PRE-ENGINEERED w (22) 10d NAILS (ALL CORNER J O.C.). IF MASONRY, USE (2) 1/4" WROOF TRUSS -SEE CONDITIONS STRAP EACH END _ J TAPCONS w/ MIN. 2 EXTERIOR SHEATHING U) FRAMING PLAN FOR AROUND TALLER STUD) I— EMBEDMENT @ 24" O.C. NAIL PER PLAN O SPACING PRE-ENGINEERED ROOF TRUSS - TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACINGL) LU SEE FLOOR PLAN FOR CONNECTIONtTr MORE BRG. WALL INFO x x W W WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN x X Q -� Z Z SEE PLAN (2) 2x TOP PLATE I I o e 2X8 #2 SPF VERTICAL @ 24 O.C. 0 I•— 0 FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/W W 2 MIN (2) 2x UNDER GIRDER (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O TRUSS U.N.O. ATTACHED PER NAILING U 0 D02 LEDGER AT LOW ROOF FOR MORE SCHEDULE END (4) 12d NAILS Q W •, INFOR . SIMPSON LSTA24 @ TOP & BOTTOM Z III SCALE: 3/4" =1'-0" EACH STUD Uj 2X BRG WALL, SEE PLAN A 4 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 10d NAILS PKT SGD Z - PT POST (AS NOTED) • CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. ATTACHEDMENT CONNECTION SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS 4F1 SECTION AT DOUBLE BEARING 4F14 WALL STEP @ BEARING (PS03 SECTION AT POCKET V � NOT REQUIRED. z EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" =1'-0 W 11 HTS20 CLIP FROM POST TO BEAM hZ- LAP BEAM PLYS AND NAIL AS SHOWN z Z H (5) 0.131 x 3 1/4" NAILS PER PLY W D S O HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED R�Ar ROOF SHEATHING,o�F�<gAT ROOF SHEATHING, 0 1 R� FASTEN PER PLAN R FASTEN PER PLAN L 0 PLAN VIEW @ TOP OF POST ss `'Ss o 0 000 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE W LO PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING m LEDGER LEDGER + +0 PROVIDE (4)10d x 3" PROVIDE. (4)10d x 3., + + W V J LL1 Z ABU POST NAILS AT JOINT NAILS AT JOINT rrn LU O O BASE (AS NOTED) 10d NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA W Q 0 ~ ~ PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR I -- •c • 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND @ a' SP4 TO EACH OVERHANG 2x8 #2 SPF VERTICAL NUT SET IN ADHESIVE 24" O.C. w/ EXTERIOR • o CONNECTION SHEATHING ATTACHED TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS UPER NAILING SCHEDULE STRUCTURAL ENG: CFG /BAD PER, PLAN TO LEDGER PER PLAN TO LEDGER ------ - ----- i i & (4) 12d NAILS EACH Q . DRAFTING. a u �y SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER F- PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS@ 2x FRAME WALL PER PLAN a z STRUCT: BM - - - - 12' O.C. @ LINTEL SEE PLAN QC CHECK: TL 16d NAILS 16" O.C. • W ---- \ 4 ° i i / INFO \ - CONDITION M WALL CONDITION FRAME WALL PKT scDATTACHMENT 2x8w/(2)'1oaNAILS @ W.�•r o JOB No. TM -2150443 �,\11�IJ/ - - CMU BY BUILDER CO I ON @ C �,"� @ EACH VERTICAL `' � - -- - SCALE: AS INDICATED __.._-..--- ---- ----- ---- --- SIDE -SIDE VIEW @ BASE OF POST DATE: _. 04/27/15 ER COLUMN FRAMING TRUSS SCAB DETAIL NOT USED (PS04 SECTION AT S.G.D.°�,.r' D01 CORN F11 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" # 5 6 94 !Ew D 4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2x STUDS @ 16" O.C. SEE PLAN vvi kcc� ivu r�rvvi�� EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN krvir%A iu PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER T SIMPSON SP4 w/ (6) 10d w3/4" SHEATHING TYP. WALL ATTACH PER NAILING 2x4 BOTTOM PLATETRUSS - SEE FRAMING PLAN SCHEDULE TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. 1- (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE Q SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER STUDS/ HEADER 0 TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO •• U.N.O. ON PLAN MAX. SCHEDULE RIBBON BOARD WITH (2) - EXTERIOR SHEATHING FROM ; (2) 2X HEADER - SEE 2ND Ok ROWS 8d NAILS @ 3" O.C. : TOP OF WALL TO BOT. RIBBON FLOOR PLAN FOR MIN. - --- ==== (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP -SEE « NAIL PER PLAN + HEADER SIZE & REQ'D ----- TO EACH TRUSS SIMPSON---__FRAMING PLAN FOR • ; JAMB STUDS Q (2) 8d NAILS @ 3 o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS • (2) 2X SILL AT WINDOW w/ 2x » WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) ; ; CRIPPLE STUDS AT EACH END / IF HEAD I P E Z NAILED TO STUD PACK w/ 10d NAILS ER S U S T Q ==== EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ; ; „ == @ 8 O.C. THEN STUDS @ 16 O.C. /' AND WINDOW IS LOWER: SEE CONNECTOR SEE PLAN FOR SIZE " ATTACH SILL w/ (2) 10d TOENAILS (1) 2x SILL PLATE w/ (2) w Z SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP GYP. CLG. BD. ' CONNECTION ATTACH RIBBON TO STUDS PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. � EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS O F-- �� 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN 1/2"' GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL DECKING PER FLOOR (2) 10d TOENAILS. (D P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN U 811CMU (10) 10d TO STUDS & (8) 1/4" X (4) 1/4" X 2 1/4" TITENS IF FLOOR "» 4FT (2) 2x SILL PLATE w/ 0 U) NOTE. REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4 TITEN SCREWS TO •» FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, •' A35 CLIPS EACH SIDE O.C.ws 1 2 -STORY CONNECTION AS, 2 STORY WALL A 1 1 CONNECTION LINTEL COURSE. ;; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON :; STORY YY/"'\LL G USE SIMPSON MSTCM60 » • CONNECTION INFO.. • 2x CRIPPLES @ 16" OC. Q `, STRAP W/ (20) 16d SINKERS & MSTCM60 STRAP w/(20) 16d SINKERS & • w/ (2) 10d TOENAILS T&B CANTILEVER SCALE: 3/4" = 1'-0" (14) 1/4 X 2-1/4 TAPCONS FOR » • (14) 1/4" X 2 1/4" TITENS INSTEAD OF • - PERP. WALL SCALE: 314" =1'-0" _ (PLYWOOD SHEATHING EE TRUSSES 20" TO 26" DEEP "" MSTA36 STRAP (IF TITENS ARE NOT IN • • REQ'D T&B) O " LINTEL COURSE OR INTO FILLED CELL • -j (IF TITENS ARE NOT IN LINTEL SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. - »; A -- - SEPRATE SHEATHING LL COURSE OR INTO FILLED CELL FOR MORE INFO "4 --11 UNDER WINDOW O USE 1/4" X 1 3/4" TITENS) U.N.O. :: »» SEE DETAIL WS11/SD5 N 2nd FLOOR WALL; SEE PLAN NOTE: FOR MORE INFO W W CONTRACTOR TO PROVIDEFOR MORE INFO. IF PROVIDE BLOCKING " STRAPS CALLED OUT WITHIN THIS DETAIL ARE • • ADEQUATE WATERPROOFING. BELOW JAMBS IF FLOOR �� ONLY REQUIRED WHEN INDICATED AS SUCH ON • • SHEATHING IS NOT ;; NO CONCRTE SLAB PERMITTEDCONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT » • �� THE STRUCTURAL PLANS OR WHEN THE �� •• FLOOR TRUSS •» STRUCTURAL SHEATHING IS NOT CONTINUOUS CONTRACTOR MASONRY WALL SEE Z ��- •» ` TO INSTALL SIMPSON LSTA18 FROM TOP OF WALL TO BOTTOM OF FLOOR »p �® r®ow���e ui ROOF SHINGLES: 26 GA. GALV. FLASHING: 3/4" SHEATHING 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 TYP. (U.N.O.) SHEATHING PER PLAN 2x4 #2 SYP BLOCKING ATTACH PER NAILING @ 48" O.C. W/ (2) 12d SCHEDULE TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. AGAINST TRUSS A A 2X 2ND FLOOR STUDS VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, END STUDS @ 16" O.C. W/ (2) 16d SHEATHING NAILS @ EACH END SEE SYS. 42 FLOOR CONNECTOR SCHEDULE FOR TRUSSES @ 24" CONNECTION O.C. (MAX) O.S.B. TO OVERLAP SILL _;•' ' PLATE 1 1/4" (MIN.) 1/2" GYP. CLG BD OR "X" 8d NAILS @ 3" O.C. WALL (2) 5/8" TYPE WHEN SHEATHING TO BOTTOM IN GARAGE ° FRAMING PLAN FOR SILL /FRAME DOWN INFO PLATE 2X4 PT SILL PLT. IF KNEEWALL 8" CMU WALL -..� NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. "s,2 -STORY CONNECTION @ PARALLEL WALL SCALE: 3/4"=1'-0" \ (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH O 2x STUDS @ 16" O.C. SEE PLAN vvi kcc� ivu r�rvvi�� EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN krvir%A iu PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER T SIMPSON SP4 w/ (6) 10d w3/4" SHEATHING TYP. WALL ATTACH PER NAILING 2x4 BOTTOM PLATETRUSS - SEE FRAMING PLAN SCHEDULE TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. 1- (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE Q SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER STUDS/ HEADER 0 TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO •• U.N.O. ON PLAN MAX. SCHEDULE RIBBON BOARD WITH (2) - EXTERIOR SHEATHING FROM ; (2) 2X HEADER - SEE 2ND Ok ROWS 8d NAILS @ 3" O.C. : TOP OF WALL TO BOT. RIBBON FLOOR PLAN FOR MIN. - --- ==== (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP -SEE « NAIL PER PLAN + HEADER SIZE & REQ'D ----- TO EACH TRUSS SIMPSON---__FRAMING PLAN FOR • ; JAMB STUDS Q (2) 8d NAILS @ 3 o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS • (2) 2X SILL AT WINDOW w/ 2x » WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) ; ; CRIPPLE STUDS AT EACH END / IF HEAD I P E Z NAILED TO STUD PACK w/ 10d NAILS ER S U S T Q ==== EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ; ; „ == @ 8 O.C. THEN STUDS @ 16 O.C. /' AND WINDOW IS LOWER: SEE CONNECTOR SEE PLAN FOR SIZE " ATTACH SILL w/ (2) 10d TOENAILS (1) 2x SILL PLATE w/ (2) w Z SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP GYP. CLG. BD. ' CONNECTION ATTACH RIBBON TO STUDS PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. � EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS O F-- �� 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN 1/2"' GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL DECKING PER FLOOR (2) 10d TOENAILS. (D P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN U 811CMU (10) 10d TO STUDS & (8) 1/4" X (4) 1/4" X 2 1/4" TITENS IF FLOOR "» 4FT (2) 2x SILL PLATE w/ 0 U) NOTE. REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4 TITEN SCREWS TO •» FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, •' A35 CLIPS EACH SIDE O.C.ws 1 2 -STORY CONNECTION AS, 2 STORY WALL A 1 1 CONNECTION LINTEL COURSE. ;; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON :; STORY YY/"'\LL G USE SIMPSON MSTCM60 » • CONNECTION INFO.. • 2x CRIPPLES @ 16" OC. Q `, STRAP W/ (20) 16d SINKERS & MSTCM60 STRAP w/(20) 16d SINKERS & • w/ (2) 10d TOENAILS T&B CANTILEVER SCALE: 3/4" = 1'-0" (14) 1/4 X 2-1/4 TAPCONS FOR » • (14) 1/4" X 2 1/4" TITENS INSTEAD OF • - PERP. WALL SCALE: 314" =1'-0" _ (PLYWOOD SHEATHING EE TRUSSES 20" TO 26" DEEP "" MSTA36 STRAP (IF TITENS ARE NOT IN • • REQ'D T&B) O " LINTEL COURSE OR INTO FILLED CELL • -j (IF TITENS ARE NOT IN LINTEL SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. - »; A -- - SEPRATE SHEATHING LL COURSE OR INTO FILLED CELL FOR MORE INFO "4 --11 UNDER WINDOW O USE 1/4" X 1 3/4" TITENS) U.N.O. :: »» SEE DETAIL WS11/SD5 N 2nd FLOOR WALL; SEE PLAN NOTE: FOR MORE INFO W W CONTRACTOR TO PROVIDEFOR MORE INFO. IF PROVIDE BLOCKING " STRAPS CALLED OUT WITHIN THIS DETAIL ARE • • ADEQUATE WATERPROOFING. BELOW JAMBS IF FLOOR �� ONLY REQUIRED WHEN INDICATED AS SUCH ON • • SHEATHING IS NOT ;; NO CONCRTE SLAB PERMITTEDCONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT » • �� THE STRUCTURAL PLANS OR WHEN THE �� •• FLOOR TRUSS •» STRUCTURAL SHEATHING IS NOT CONTINUOUS CONTRACTOR MASONRY WALL SEE Z ��- •» ` TO INSTALL SIMPSON LSTA18 FROM TOP OF WALL TO BOTTOM OF FLOOR »p �® r®ow���e ui ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) A A 2X 2ND FLOOR STUDS 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX ° 5. MIN, THICKNESS 0.0187 IN. SHEATHING r 6. CHROMATE TREATMENT SO HEADER CONNECTION LL PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. R-30 INSULATION TRUSS STRAP SEE ROOF PLAN BEARING ALUM. DRIP EDGE 2x CONT. SUBFASCIA — VENTED ALUM. SOFFIT - WINDOW AS SCHEDULED TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING - U.N.O. R-11 BATT INSULATION - SEE DETAILS ABOVE FOR MORE INFO. LINTEL AS PER PLAN WINDOW AS SCHEDULE[ PRE -CAST OR POWERS STEEL SILL, TYPICAL TEXTURED CEMTITUOUE FINISH, 1/2" MIN. THICKNESS ON CMU VERT. #5 IN FILLED CELL BEARING SEE PLAN WD. HD. HT. SEE PLAN 1/2" CEILING GYP. BD. DBL. TOP PLATE HDR. PER PLAN MIN 2x4 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO 1/2" GYP. BD. 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. •3/4" O.S.B. FASTEN PER PLAN FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS 1/2" GYP. BOARD ON 1x P.T. FURRING w/ R-4.1 FOIL INSULATION WOOD BASE BOARD 3-1/2" CONC. SLAB (2500 p.s.i.) w/ 6x6 10/10 W.W.M. OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER SD1 FOR FTG DETAILS SEE PLAN PLAN FOR MORE INFO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE • • �' �� a a STRAPS FROM EA. STUD TO "» ® ��® N TRUSS IN A ROW (ONLY JAMB STUDS BETWEEN 2X TO OT. RIBBONS, ��°' 04 00.00•®"®®'(7JiAA,..®�r d WINDOWS) CENTER WINDOWS MUST HAVE CONT. •° °•° '0°'v/ W SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH \\ Q°� Q Z Z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE PROVIDE BLOCKING . C�; "� - F-5 I U g HANDRAIL BY OTHERS BELOW JAMBS _ LOAD PLAN FOR MORE INFO �; a ,; .� Q WCL SO GIRDER / COL. CONNECTION SO HEADER CONNECTION o < o Oil 3/4" PLYWOOD FLOOR"'�, °�re..:RO•°00 ��� J O SCALE: 3/4 -1 0 SCALE: 3/4 -V-0"�„ �' _ @ 2nd FLOOR „_ @ 2nd FLOOR ., _ , Lu � � DECKING ATTACHED PER �,,., �Q ®®�, \ ti NAILING SCHEDULE ~ SL- �PE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. PRE-ENGINEERED ROOF F TOLOADLEIDGER / LUS26 OR LUS46 TRUSS - SEE FRAMING PLAN �<< S SIMPSON LSTA30 w/ (22) 2 FOR LOCATION & SPACING yFFT 10d NAILS MAY BE O 0 DOUBLE 2X TOP ANGLED UP TO 10°) o" ° PLATE SOLID SHEATHING z ,.. 7�p ri. EXTERIOR SHEATHING @HEADER M,r SEE WS11/SD5 FOR SIM. END o --°- - FROM TOP OF WALL TO f ° BOTTOM RIBBON SIMPSON SP4 w/ 6 �uj + r: o CONDITION ( ) TRUSS STRAP - SEE ° o ATACHED PER NAILING 10d x 1 1/2" @ 24" O.C. a` LINTEL PER PLAN FRAMING PLAN FOR o SCHEDULE'EACH SIDE _ - o O CONNECTIONS ° ° OF WINDOW LOCATION71, U (3)11/4'x4-1/2'CONT. DS SCREWS W/ o o (2) 2x SPF TOP PLATE Q „IH'i� u W EQUALLY SPACED o a (2) Sd NAILS @ 3" O.C. TO /r Z� U VERTICALLY @ 24 O.C. AND @ ° O ty� JAMB STUDS & FLOOR EA. END VERTICAL (MIN. 2" i - (2) 2X HEADER -SEE 2ND FROM T&B) TRUSS BELOW 5 FLOOR PLAN FOR MIN. O Q SEE WS10/SD5 FOR r HEADER SIZE & REQ'D 0� ADDITIONAL INFO STRUCTURAL COLUMN JAMB STUDS 4. Q SEE PLAN FOR SIZE 2X BOTTOM PLATE Ld AND REQ'D # OF DECKING PER DECKING PER STUDS FLOOR NAILING FLOOR NAILING �BFM SECTION AT BALCONY ENGINEERED TRUSS REFER TO ROOF PLAN FOR CONNECTIONS REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS 1/2" DIA. THREADED ROD WITHIN 6" FROM COLUMN - SEE BRG WALL/ 2 -STORY WALL SECTION FOR MORE INFO. REFER TO FOUNDATION PLAN FOR FTG. INFORMATION - 3-1/2" CONC. SLAB CLEAN COMPACTED POISON TREATED FILL SCALE: 3/4" =1'-0" GIRDER - TRUSS PER PLAN SEE TRUSS - LAYOUT FOR HANGER TRUSS PER PLAN — SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. — 2X4's @ 16" O.C. DOUBLE BOTTOM PLATE (2) H5 TO EACH FLOOR TRUSS, SLIT FLOOR DECKING TO ACCOMODATE STRAP (1) SIMPSON LSTA30Q STRAPS CALLED OUT WITHIN THIS DETAIL ARE U Z STRAP W/ (11) 10d TO \ o ONLY REQUIRED WHEN INDICATED AS SUCH ON O C) H STUDS ABOVE PLATESIMPSON LSTA30 w/ -� J THE STRUCTURAL PLANS OR WHEN THE U.N.O. e STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS W \ SCHEDULE %� Z Z v < + 0 � U SCHEDULE (ONLY STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST CONN. 0 U w ° HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR O 0 W 1 A A 2X 2ND FLOOR STUDS 0 CO 0 D H ° FLOOR GIRDER OR BEAM SEE PLANQ OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U W J r IR E / L. NNE TI N G D R CO CO C 0 SO HEADER CONNECTION LL FLOOR TRUSS SEEo SEE WS06/SD5 FOR WINDOW SCALE: 3/4" =1'-0" @ 2nd FL. HIGH BM. p @ 2nd FLOOR R HIGH BEAM SCALE: 3/4" =1'-0" U FLOOR TRUSS SEE cn STRAPS CENTERED @0 Z z ° FRAMING PLAN FOR SILL /FRAME DOWN INFO FRAMING PLAN FOR U) -..� Z) ° CONNECTION INFO \ (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH O CONNECTION INFO <J PLAN FOR FLOOR JrZ8. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE d ,. O0 W �.. (2) SIMSON LSTA 18 Z NOTE: Z O H H °6 (111 FLOOR TRUSS TO (1) SIMPSON LSTA30Q STRAPS CALLED OUT WITHIN THIS DETAIL ARE U Z STRAP W/ (11) 10d TO \ o ONLY REQUIRED WHEN INDICATED AS SUCH ON O C) H STUDS ABOVE PLATESIMPSON LSTA30 w/ -� J THE STRUCTURAL PLANS OR WHEN THE U.N.O. e STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS W \ FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. I=- WHEN 3 OR MORE WINDOWS ARE IN A ROW JAMB %� Z Z v < + 0 � J (ONLY STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST CONN. 0 U w HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR O 0 W 1 A A 2X 2ND FLOOR STUDS 0 CO 0 D H N wINFO. FLOOR GIRDER OR BEAM SEE PLANQ OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN U W J Z b i IR E / L. NNE TI N G D R CO CO C 0 SO HEADER CONNECTION LL UJ O SCALE: 3/4" =1'-0" @ 2nd FL. HIGH BM. p @ 2nd FLOOR R HIGH BEAM SCALE: 3/4" =1'-0" U I - I- N STRAPS CENTERED @0 z w FLOOR W/ (14) 10d NAILS U) -..� Z) W (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH O PLAN FOR FLOOR F - U CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE d 10d NAILS SYSTEM INFO. (2) SIMSON LSTA 18 Z STRAPS CENTERED @ 0 H FLOOR TRUSS TO FLOOR W1(14) 10d NAILS Q ATTACH 2X STUDS W/ (4) 2X STUDS (3) 2X STUDS p CJ) STRUCTURAL ENG: CFG / BAD (2) 16d NAILS @ 6" O.C. J ATTACH 2X STUDS V O SHEATHING FINISH Q W/ (2) 16d NAILS @ 6" Z - O.C.0 W W/ TOP OF MASONRY 11 2 STANDARD CORNER A -A CALIFORNIA CORNER A -A M MASONRY WALL ATTACHED PER z Z H' BM -- ----- QC CHECK: wit ~ DATE: 04/27/15 - S0 SECTION CORNER FRAMING AT SO TYPICAL WALL SECTION SO 2 STORY COLUMN S1 WALL TO FLOOR TRUSS' ' 2 C4 is SCALE: 3/4" =1'-0" /FRAME. 0 � J _ CONN. DETAILSCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" O 0 W 1 A A 2X 2ND FLOOR STUDS 0 CO 0 D SEE PLAN FOR MORE N wINFO. DESIGN OF WMR & ASSOCIATES INC A � .. m wit ~ DATE: 04/27/15 - S0 SECTION CORNER FRAMING AT SO TYPICAL WALL SECTION SO 2 STORY COLUMN S1 WALL TO FLOOR TRUSS' ' 2 C4 is STORY CMU SCALE: 3/4" =1'-0" /FRAME. 0 J Z CONN. DETAILSCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" oLu 0 W 9 D ONS LTING & DESIGN OF WMR & ASSOCIATES INC A 0 (2) SIMPSON LSTA1$ UJ O STRAPS CENTERED @0 FLOOR W/ (14) 10d NAILS SEE FLOOR FRAMING Z) PLAN FOR FLOOR F - U SYSTEM INFO. (2) SIMPSON META16 H FLOOR TRUSS TO EXTERIOR CJ) STRUCTURAL ENG: CFG / BAD MASONRY WALL SHEATHING FINISH Q DRAFTING: - W/ TOP OF MASONRY i= MASONRY WALL ATTACHED PER w -STRUCT: BM -- ----- QC CHECK: - TL NAILING SCHEDULE a a af JOB No. TM - 2150443 r <,b SCALE: AS INDICATED wit ~ DATE: 04/27/15 - S0 SECTION CORNER FRAMING AT SO TYPICAL WALL SECTION SO 2 STORY COLUMN S1 WALL TO FLOOR TRUSS' ' 2 C4 is STORY CMU SCALE: 3/4" =1'-0" /FRAME. @GIRDER SCALE: 3/4" = V-0" CONN. DETAILSCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" S 1 5-46 9 D ONS LTING & DESIGN OF WMR & ASSOCIATES INC A d Ii 2. ESIGN OF WM& r tr n fer of these documents without the ex reseed written consent oM R ASSOCIATES f ONTH CONSULTING D INC is etrictl rohibited COPYRIGHT MCD 2014. The information contained in this document Is copyrighted and Is the excluslVe property of MONTH C U Hy use, Up Ica on, o a p y p - 1 L l l 1 J III 1 Ili I- 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN LI ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE: ATTACH PER NAILING SCHEDULE FOR CONNECTION & F- 2x8's @ 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS SPACING. <C MAX (U.N.O.) WRAP LSTA18 TO BLOCKING WHEN WALL IS CONT. BRG ON ROOF SHEATHING BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END TRUSS -SEE 2X4 CONT. W/ (2) 12d Q (2) 2x4 #2 SYP BLOCKING PLYWOOD FLOOR MSTAM24 EACH SIDE w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD w OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. U 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT: LEDGER W/ (2) Y4"x3" 2x8 #2 SYP SILL PLATE W/ W O 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR TRUSS PER PLAN (2) 2x SYP #2 PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE 3" FROM EA. END -USE (3) SCREWS J -BOLT @ 32" O.C. W/ MIN. BUILT-UP STUD & 3 FROM EACH END TRUSS PLAN FOR FLOOR TRUSS SEE PLAN O COLUMNS PT 2x8 BOTTOM CONNECTION INFO a FOR 24" O.C. EACH END ENT & 6" FROM 0 ME PLATE O.S.B. TO OVERLAP SEE PLAN 4 ' a Z U LEDGER PER PLAN BOTTOM PLATE 1 1/4" RECESS LEDGER INTO SIMPSON LUS26. USE ° p CA 1x PT NAILER (MIN.)TRUSS. VERIFY W/ SHOP LUS26-2 FOR 2PLY TRUSS LLI LOW ROOF TRUSS SEE DRAWINGS m PT FURRING AS TRUSS PLAN FOR '• 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN Q (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN a TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS a EXT. FINISH, PER ARCHS MASONRY " O 8CMU WALL )USE HETA16 OPT. TRUSS RECESS LEDGER "- 0 o N W LU S 1 SECTION COMBO (LD03 SECTION AT OPEN TO ABOVELD01 LEDGER AT GIRDER F02 WALL SPLICEo SCALE: 3/4" = 1'-0" SCALE:11 /2" =1'-0 TRUSS , „ LEDGER1'-0" DETAIL SCALE: 3/4 - 1-0 SCALE: 3/4 - Z e0%►IIiaN11//' LLi trCK1 ti o LL, ��• �e Z Z 2X WALL W/ SIMPSON SP2 :4 .EXTERIOR SHEATHING @ >� � • ATTACH PER NAILING TOP & SP1 @ BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ 2X4 #2 SYP NAILER TO STUDS W/ �. Au �—„ ,.j SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCK ADJACENT q 0:-9 7 3-16d @ EA. STUD. ATTACH TRUSS ® ;� BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL TO NAILER W/ (3) 10d TOE NAILS. D BASE. ATTACH PER 2x4 NAILER w/ (2) NAILING SCHEDULE • t0/0: Q ® ;. 2X8 @ 16" O.C. - SEE FRAMING NAILING 10d NAILS 16" O.C. SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL .� , \�•o• �. Q PLAN FOR MORE INFO. @ SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR rr '•o„�•••o•' cj����° _ O (2) 2X4 #2 SYP BLOCKING W/ SCHEDULE t 2X BLOCKING W/ 2 12d NAILS 6 O.C. SHEATHING ATTACHED` ♦® LL O rk Pte. ♦ W/(4)1SIMPSON HUC24-2 EA. END TOENAILS EACH END 2x4 STUDS @ 16” O.C. PER NAILING SCHEDULE — // �' W/ (4) 10d & (2) 10d NAILS. USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD w (5) 16d NAILS BRACE - - - 2X8 #2 SYP CONT. LEDGER W/ TO BLOCKING SIMPSON H2.5 (4) 16d NAILS. ATTACH NAILS` 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TRUSS TO INTO END OF EA. FLOOR TRUSS, 2 STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24 O.C. MAX. (INSTALL (4) NAILS U 0 EACH END FOR MORE INFO. ADJACENT DIAGONAL, FASTEN AT EA. SIDE OF G.T. U ALL THREAD ROD TO DIAGONAL w/ (2) 16d NAILS O.C.4 MAX - EQUALLY SPACESIDS WOOD SCREWS D & 3" ..: ) Z IGI,,� / 0co @ 48 O.C. TRUSSES PER PLAN FROM END OF LEDGER - USE (3) - SIMPSON LUS26 OR IF 2 -PLY ¢<. 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED 4 TRUSS SIMPSON LUS26-2 � f w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE LEDGER TRUSS TO LEDGER w z BOLT OR J -BOLT W/ MIN. 7" TOP PLATE w/ 16d NAILS WALL BRACING @ 48" O.C. MAX. 45° FROM RTRUSS VERIFY Ow/ SEE FLOOR FRAMING PLAN & Y �l"� � O EMBEDMENT @ 32" O.C. & 3" @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED SHOP DRAWINGS VERIFY PLAN FOR LOCATION = Fes. 1` FROM EACH END U (2) 2X4 TOP PLATE 6 FROM EAVES. 8 CMU WALL, TYP. � PRE-ENGINEERED TRUSS - ° SEE WS10/SD5 FOR BLOCKING AND DIRECTION (IF PARALLEL w °. 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 MIN. O ` 0 SEE FRAMING PLAN FOR C.M.U. WALL ° (MIN.) INFO. Z 7 U WITH ROOF LOAD SPACING & CONNECTION SEE PLAN C.M.U.WALL PER PLAN OPT. TRUSS RECESS LEDGER INFO. °°.2X LEDGER TO UPPER FLOOR WALL w/ ° 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 0 Z O CLIca - S 1 SECTION AT RAISED F 1 SECTION AT OPEN ABOVE4F1 2 STORY FRAME WALL (LD04 SECTION AT LOW ROOF w SCALE: 3/4" _1-o SCALE: 3/4"_1-o"" SCALE: 3/4"=, -0 SCALE: 3/4' 1'-0" HEELTRUSS BRACING DETAIL SEE PLAN FOR DEPTH � � Z OF LANDING vaj J' co A U_ Lu PLYWOOD SHEATHING 0 �" 0 OVER LANDING p otS .. ATTACHED PER GENERALI= 0 F STANDARD (3) 2X12 �� FLOOR CONS-t;RUCTION SEE TRUSS PROFILE/ARCH PLAN U W. a z STRINGERS w/ SIMPSON NOTES 12 FOR MORE INFORMATION O C) J A35/USP MP34 CLIP TO .... PRE ENGINEERED WD _ FLOOR SYSTEM &' - , 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. ~ ��Z • LANDING FRAMING LANDING.. w�_ LL O @ 16"OC/ FIBERGLASS SHINGLES OR SIMPSON A35/USP MP34 U Ir N TILE VERIFY WITH ELEVATION 0¢ •tlJs OR LUS26 HANGER ON W �y ' o EACH SIDE TRUSS ANCHOR (SEE PLAN) z J �— Z IAS (2) 2X12 REQ'D @ END OF LANDING FOR STRINGERS z ROOFING FELT �/ J TO CONNECT TO w/ (2) -' 0 APA STRUCTURAL SHEATHING OU � N SIMPSON A35/USP MP34 w U EACH END TO LEDGER ATTACHED PER NAILING SCHEDULE Q W SEE PLAN FOR MASONRY z W WALL OR WOOD 'WALL _ W MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE O END OF LANDING w/ MIN. (6) 16d NAILS FROM LEDGER TO � STUD PACK Fl / � , 2x8 #2 SYP (P.T. IF MANSONRY z I I MORE INFO CONN CONNECTIONS (2) 2x HEADER SEE PLAN FOR FLOOR SYSTEM WALL) CONT LEDGER w/ (3) 16d KNEEWALL OR BEAM APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION NAILS @ 16" O.C. MAX. TO SEE 2nd FLOOR PLAN FOR SEE ELEV. O PLAN VIEW LANDING EACH STUD. ((2) 1/4 x 3 1/2" -� 0 I 1 TITENS @ 16" O.C. MAX. FORz 0 1 (2) 2x SPF 1 1 I 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS @ 18 O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO W Z 1 TOP PLATES I I I MIN, 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL � � Ln 1 1 1 GIRDER TRUSS w/ (4) EQUALLY 0 SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Ln 1 I I I STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q Z 0 1 B 1 1 FLOOR SYSTEM NAILS WALL SHEATHING IS I— Z J O 1loeI I I PER PLAN STOPPED BELOW ROOF 2x STUDS SEE PLAN 2 2x HEADER LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES � C0� � J I 1 1 (SEE FLOOR 1 ARE PARALLEL TO WALL � W Q 1 1 1 PLAN FOR MORE 1 ROOF SHEATHING ATTACHED PER NAILING 0 � � 0 � 1 1 1 INFO 1 SCHEDULE 0 0 00 0 1 1 1 1 RISERS PLYWOOD FLOORING SEE Z N 2x P.T. BASE PLATE SEE IX FLOOR FRAMING PLAN � 1 1 1 1 TREADS FOR MORE INFO I �\ 2x BASE PLATE w/12d 24 O.C. U) 0JZ _ 1 BEARING SCHEDULE 1 @ p~ J W �... 1 1 1 1 -TO FLOOR SYSTEM BELOW U W FOR A.B. INFO I \� w � Q 0 _ 1 I 1 1 SEE PLAN FOR I �. O N SEE FOUND. PLAN FOR FTG. REQ. WCr ORE � W _ _ � � � U 2x12 STRINGERS ONE � �' ON EACH SIDE AND _ _ _ — A � "" AT OPENINGS LARGER THAN 4'-2" ATTACH ONE @ MID -SPAN � STRUCTURAL ENG: CFG /BAD 1/2 THREADED ROD SEE BEARING FLOOR GIRDER SEE A SCHEDULE ON FLOORC PLANS FOR TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS -j MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION &CONNECTION INFO Q DRAFTING: H STUD AND (5) 10d NAILS INTO HEADER ,m. z -STRUCT: BM E3UIl.D�t ,�, W F 2ND FLOOR HEADER SITS OVER '1ST -- SEE CHART FOR REQUIRED I QC CHECK: TL B FLOOR HEADER CONTACT EOR TO T 0 JOB No. TM - 2150443 O JACKS /KINGS # OF STUDS 0 Q REVIEW THREADED ROD SPACING P.T. 2x4 LET -1N @BASE ,:.F SCALE: INDICATED MATCH BETWEEN FLOORS AS OF STRINGERS. FASTEN TO _. r.:d,. - - FLOOR w/(4) 1/4"x3" TAPCONS DATE. 04/27/15 "F1 n STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING &AR TYPICAL WALL 2 ATTACHED PER NAILING SCHEDULE ° , WALL & EXTERIOR SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR FRAMING INFO SCALE: 3/4 _ l' -O" SECTION SCALE: 3/4" =1'-0" SD6 COPYRIGHT MCD 2014: The information contained in this document Is copy9 ri hired and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. (2) 2x SPF 1 1 1 1 TOP PLATES 1 1 (2) 2x HEADER 1 1 1 12x STUDS SEE PLAN 1 1 1 SEE FLOOR 1 1 PLAN FOR MORE 1 1 INFO 1 1 1 I 1 B 1 I 1 1 1 1 2x SPF 1 BASE PLATE PRE-ENGINEERED OVER LANDING p otS .. ATTACHED PER GENERALI= 0 F STANDARD (3) 2X12 �� FLOOR CONS-t;RUCTION SEE TRUSS PROFILE/ARCH PLAN U W. a z STRINGERS w/ SIMPSON NOTES 12 FOR MORE INFORMATION O C) J A35/USP MP34 CLIP TO .... PRE ENGINEERED WD _ FLOOR SYSTEM &' - , 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. ~ ��Z • LANDING FRAMING LANDING.. w�_ LL O @ 16"OC/ FIBERGLASS SHINGLES OR SIMPSON A35/USP MP34 U Ir N TILE VERIFY WITH ELEVATION 0¢ •tlJs OR LUS26 HANGER ON W �y ' o EACH SIDE TRUSS ANCHOR (SEE PLAN) z J �— Z IAS (2) 2X12 REQ'D @ END OF LANDING FOR STRINGERS z ROOFING FELT �/ J TO CONNECT TO w/ (2) -' 0 APA STRUCTURAL SHEATHING OU � N SIMPSON A35/USP MP34 w U EACH END TO LEDGER ATTACHED PER NAILING SCHEDULE Q W SEE PLAN FOR MASONRY z W WALL OR WOOD 'WALL _ W MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE O END OF LANDING w/ MIN. (6) 16d NAILS FROM LEDGER TO � STUD PACK Fl / � , 2x8 #2 SYP (P.T. IF MANSONRY z I I MORE INFO CONN CONNECTIONS (2) 2x HEADER SEE PLAN FOR FLOOR SYSTEM WALL) CONT LEDGER w/ (3) 16d KNEEWALL OR BEAM APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION NAILS @ 16" O.C. MAX. TO SEE 2nd FLOOR PLAN FOR SEE ELEV. O PLAN VIEW LANDING EACH STUD. ((2) 1/4 x 3 1/2" -� 0 I 1 TITENS @ 16" O.C. MAX. FORz 0 1 (2) 2x SPF 1 1 I 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS @ 18 O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO W Z 1 TOP PLATES I I I MIN, 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL � � Ln 1 1 1 GIRDER TRUSS w/ (4) EQUALLY 0 SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Ln 1 I I I STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q Z 0 1 B 1 1 FLOOR SYSTEM NAILS WALL SHEATHING IS I— Z J O 1loeI I I PER PLAN STOPPED BELOW ROOF 2x STUDS SEE PLAN 2 2x HEADER LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES � C0� � J I 1 1 (SEE FLOOR 1 ARE PARALLEL TO WALL � W Q 1 1 1 PLAN FOR MORE 1 ROOF SHEATHING ATTACHED PER NAILING 0 � � 0 � 1 1 1 INFO 1 SCHEDULE 0 0 00 0 1 1 1 1 RISERS PLYWOOD FLOORING SEE Z N 2x P.T. BASE PLATE SEE IX FLOOR FRAMING PLAN � 1 1 1 1 TREADS FOR MORE INFO I �\ 2x BASE PLATE w/12d 24 O.C. U) 0JZ _ 1 BEARING SCHEDULE 1 @ p~ J W �... 1 1 1 1 -TO FLOOR SYSTEM BELOW U W FOR A.B. INFO I \� w � Q 0 _ 1 I 1 1 SEE PLAN FOR I �. O N SEE FOUND. PLAN FOR FTG. REQ. WCr ORE � W _ _ � � � U 2x12 STRINGERS ONE � �' ON EACH SIDE AND _ _ _ — A � "" AT OPENINGS LARGER THAN 4'-2" ATTACH ONE @ MID -SPAN � STRUCTURAL ENG: CFG /BAD 1/2 THREADED ROD SEE BEARING FLOOR GIRDER SEE A SCHEDULE ON FLOORC PLANS FOR TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS -j MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION &CONNECTION INFO Q DRAFTING: H STUD AND (5) 10d NAILS INTO HEADER ,m. z -STRUCT: BM E3UIl.D�t ,�, W F 2ND FLOOR HEADER SITS OVER '1ST -- SEE CHART FOR REQUIRED I QC CHECK: TL B FLOOR HEADER CONTACT EOR TO T 0 JOB No. TM - 2150443 O JACKS /KINGS # OF STUDS 0 Q REVIEW THREADED ROD SPACING P.T. 2x4 LET -1N @BASE ,:.F SCALE: INDICATED MATCH BETWEEN FLOORS AS OF STRINGERS. FASTEN TO _. r.:d,. - - FLOOR w/(4) 1/4"x3" TAPCONS DATE. 04/27/15 "F1 n STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING &AR TYPICAL WALL 2 ATTACHED PER NAILING SCHEDULE ° , WALL & EXTERIOR SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR FRAMING INFO SCALE: 3/4 _ l' -O" SECTION SCALE: 3/4" =1'-0" SD6 COPYRIGHT MCD 2014: The information contained in this document Is copy9 ri hired and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. RECORD COPY 9 4 3 2 6- gt E SMt,AE TM