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206 Big Spring Ter 16-295 (new sfh) (a)
THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS TWO COUR5E (MIN.) STEM WALL, ALUMINUM OVER 2x6 5UB FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GALLON ELECTRIC W.N., PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC LANAI. GENERAL CONSTRUCTION NOTES: LOT 40's CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS 119 THORNBROOKE ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, DARLINGTON 2585 ELEVATION B CEILING CONSTRUCTION: I. 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 LE56 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) R1023.5. GARAGE LEFT EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.G.R. 5TH EDITION (2014) R1031o.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RESI5TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INGH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINI5H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926. PER F.B.C.R 5TH EDITION (2014) R103b.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED TAYLOR MORRISON AREAS, THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F,B.G.R 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1:11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5E. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN 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 EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM REDRAW NOTES PLAN REVISIONS DRAWING INDEX OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND 11-30-15 CREATED LOT SPECIFIC PLAN POR LOT 119 IN THORNBROOKE ELEVATION "B" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, OILING FAN PREWIRE IN MASTER SUITE, FAMILY ROOM, DEN, BEDROOM 2, BEDROOM 31 BEDROOM 4 AND LOFT, ALTERNATE DEN OPTION, VENT HOOD TO OUTSIDE, 42" UPPER CA5INET5 IN KITCHEN, WOOD BALUSTER AT FIRST FLOOR AND GRAB 5AR5 IN MA5TER SUITE AND BATH 2. COV GENERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. / / 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN 5UCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED 1 — SLAB INTERFACE PLAN CORRO51ON-RE5I5TANT FLASHING SHALL RE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. _ �, WINDOW INSTALLATION: 2A1 MAIN FLOOR PLAN NOTES I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 2A2 - MAIN FLOOR PLAN DIMENSIONS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW: DWELLING / GARAGE OPENINGS: 2 B 1 — UPPER FLOUR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE�w11PPEID WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNE55, SOLID GOR11 .G� GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION: 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS (IF APPLICABLE) DAVIS BEWS DESIGN GROVP A5PHALT 5HINGLE6 3 R 1 B I — FRONT ELEVATION I. WIND RE515TANCE OF ASPHALT SHINGLES, - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND 89052.6.1: 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 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ELEVATIONS, ROOF PLAN, I O N 3B2 BUILDING U I LD I N G SEC 11 OR IV 615115 REQUIRED INACCORDANCE UNITS L TS1, 4E851VERTICAL V 1T (41) AND GREAR,ONE LAYER OUNDERLAYMENTC COMPLYING SD226, TYPE 11, ASTM D 869, TYPE IV OR A5TM1)6115 REQUIRED IN ACCORDANCE WITH SECTION WITH OI 3B3 - FLASHING DETAILS 89052.,. CLAY AND CONCRETE TILE (IF APPLICABLE) RVD — FIRE RATED D SAVE DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAso 15 DETERMINED IN ACCORDANCE WITH — 4A MAIN FLOOR ELECTRICAL PLAN SECTION R301213 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F,15L.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE L L °°�. 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM p 6380, GLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH 4B - UPPER FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETERMINED IN ACCORDANCE WITH SECTION 83012,1.3 OR THE RECOMMENDATIONS OF 115, 119 OR 120. RAS 0 0 CO CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLO5ER ;: C\j TUB AND SHOWER AREAS: 1. GEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREENOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, G1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: RECORD COPY 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE 6EALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 5IDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS 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. REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER ' 0L3` I APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, DATE OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PEGTED, SERVICED, REPAIRED, 0 REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) I ( T .PEEP AND 30 INCHES 162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE 0 SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. _ aA�y Q Qt�II.DING DIVISIf� MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A PERMfi ISSUED SHALL BE CONSTRUED TO BEA LIC ENSE TO PROCEED WITH THE WORK AND NOT As 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL. ALTER OR SET AUTHUTHORI OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SECTIONS M14113. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT R THE BUILDING OFFICIAL FROM THEREAFTER . E EXHAUST PANS AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 RESIDENCE 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. COMPACTION TEST 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAP) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE REQUIRED MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND LISTED AND Results to be Verified LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 6006TER at Slab Inspection FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5006TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. #' 6 ATTENTION GENERAL CONTRACTOR / BUILDER: _ 2 9 5 ,0 ' 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5IBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 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 BEHELD RESPONSIBLE. U REV. 10-14-2015 JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED x C DAVIS BEWS DESIGN GROVP r 0 CJ'�O EST. 1994 F 0 _j co W 0 2U Y/ coo) La >>j04 L L °°�. 00 0 0 CO > �(D roC\, E ;: C\j 0 Cro� Z N d JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED ��®rY19I1 bort r re ••. _4 E0 •• • z: . , --: _j —;I • TITLE • COVER SHEET GENERAL NOTES • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TFL, 813. 92S. 1800 FAX W W W.DAVISBEWS.COM TAMPA • LaENVER. EST. 1994 F ��®rY19I1 bort r re ••. _4 E0 •• • z: . , --: _j —;I • TITLE • COVER SHEET GENERAL NOTES • SHEET • 11 521-4" 9' 0" 141 811 1'-41. II_QIl AIR HANDLER LINES FROM UPPER FLOOR r — — — — — 34"6-0" A/C 3/4" CONDENSATION I I I PAD (SEE MECH. _ DRAIN BY PLUMPER I I I I CONTRACTOR w 3 m I I I I FOR LOG) �ELE_VA_TION — -J L — — -i PITCH WA Pvr. � I/SI' / FT. 1'-4" 1, 8'-411 x ro s" C.M.U. WALL ABV. Lo 00 o In s" crl.u. WALL ABV, 0 r M I N 2��M IN N_ - 7 >T J N L Lm�aIL• 00 ULD oh «' LAV. 5' 6" I F — , 1 r PEl?� l i � ro N L J fp �OCC�h — 1 I I I OFT. 2 m \ / J L-- J TILE I SEAT ABV. SNOWS RECESS OPT. I WASHER 20' -ll" 2' I" I' 8" 3' 51-8" 2' 8" 13'-8" in PAVERS 281 911 I ) II 111 = I II 411 P.v.0 3/4" RECE55 �D FOR ENTRY DR -�Ji 3/4" CONDENSATION I II 3 -8 _ N DRAIN BY PLUMBER e `.' I I I AIR HANDLER n. LINE5 FROM I'-3" 2'-5" IS' -611 SII UPPER FLOOR NOTE: — - ALL SLAB ANGLES ARE AT 45° (u.N.O.) e 91-811 REFERENCE cv Li ELEVATION w m'-011 ^� ``\\ >\ �i LLI c M ,u PROVIDE WATER \\\� PITCH a PITCH ' LINE FOR ICE MAKER JV TO DRAIN °- Q 1/SII / FT. IIS 3-6 SLAB /AA\ 3B2 OF REF. ZIP _mll G.C. VERIFY ACRYLIC 31'-10 9 I 3 9 26-0 ON LANAI e N rT8 � LINE OF 3" STEEL PIPE FOR CONCRETE II ( n ILJ IS H. W.N. BOLLARD ABV. 811 811 I I PLATFORM ABV. 1'-4" 1, 8'-411 150 STATE STREET EAST OLDSA Wi, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA o DENVER a0000* � v,;• 0 00 V) g3: ° G.C. VERIFY THAT DECO DRAIN 15 INSTALLER AT PLANTERS BETWEEN WALKWAY AND GARAGE SA &t po:R #16-295 SLAB INTERFACE PLAN SCALE: 11411 = 1'-011 GARAGE LEFT >m O .2585 o TITLE • SLAB INTERFACE PLAN • SHEET • x ro Lo 00 o In 0 r M I N 2��M IN N_ - 7 >T J N L Lm�aIL• 00 ULD oh o� 0 -� O � ro N L J fp �OCC�h ZNG�1 150 STATE STREET EAST OLDSA Wi, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA o DENVER a0000* � v,;• 0 00 V) g3: ° G.C. VERIFY THAT DECO DRAIN 15 INSTALLER AT PLANTERS BETWEEN WALKWAY AND GARAGE SA &t po:R #16-295 SLAB INTERFACE PLAN SCALE: 11411 = 1'-011 GARAGE LEFT >m O .2585 o TITLE • SLAB INTERFACE PLAN • SHEET • o J_u in HAN5EN BOX TYPICAL MASONRY x BELOW PRECAST WINDOW SCHEDULE Cr0 WINDOW WIDTHS jO 0 ICONTRACTOR I DIRE DRYER 2011 21" 3 111 M r I WINDOW CALL -OUTS 13 TEMP. 5H. 26 5H. FLAT HEADER 9 4 HB.ON 42" H. LOW WALL UPPER FLOOR aQLLM Li 26" 12 5H 1/2 32 5H 22 5H 32 5H w _— 1 11�0 c p I OPT. 0 LL_Yw _ T.OM. m J: N i J = 39" L. C, W p. 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" (5 14 5H 1/2 34 5H 24 5H 34 5H z 63" o 15 5H 1/2 35 5H 25 5H 35 5H z 1211 s 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY M450NRY OPENING5 FOR ALL WINDOW5, cn w WINDOW 5IZE5 AND INSTALLATION MAY VARY PER ~ MANUFACTURER AND 5PECIFIGATION5. O 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, GA5EMENT- G5MT, OR FIXED GLA55- F.G.) HAN5EN BOX x BELOW PRECAST IpAD (5EE MEGA. Cr0 LINTEL(CONTRACTOR jO 0 ICONTRACTOR I DIRE DRYER i N 0(A FOR LOC.) FOR LOG,) M TEMP. GL. ENCL. LINES FROM 9 4 I Lm 2 j J N 13 TEMP. 5H. 26 5H. FLAT HEADER 9 4 HB.ON 42" H. LOW WALL UPPER FLOOR aQLLM Li HD. AT 8' 0" HD. Ar 8' 0" AT 8'-0" AFF. AFF. O N c O _— 1 11�0 c p I OPT. 0 LL_Yw _ T.OM. m J: N i J DRYER L. C, W p. 21204 HAN5EN BOX BELOW PRECAST IpAD (5EE MEGA. IPAD (SEE MECA, LINTEL(CONTRACTOR I ICONTRACTOR I DIRE DRYER T.O.M. AIR HANDLER FOR LOC.) FOR LOG,) EXTENT LL T. TEMP. GL. ENCL. LINES FROM 9 4 I t_ — 13 TEMP. 5H. 26 5H. FLAT HEADER 9 4 HB.ON 42" H. LOW WALL UPPER FLOOR Li HD. AT 8' 0" HD. Ar 8' 0" AT 8'-0" AFF. AFF. 5 5H. u LAIF720" H. TILE SEAT _— 1 WC, P/ED. AV — — -- I OPT. I I OPT. ! ( _ T.OM. WASHER DRYER 7r L= JL. _ _: J G.c. VERIFY LocarloN 9' 4 16x6 8 TILE TEMP. GL. ENCL. OF GRAB BAR IN BFD 24" GL 5HOWER ON 42" H. LOW WAL PWDR FLU514 FRAME PAVERS MASTER BATH 2. �o DEN TO FURRING 8k�.8 M. BATH UTIL. 9' 4' 11'-4"x10'-6" I -R9 4 "' GLG. `° CK " CPT. TILE 9'-4" FLAT CLG. y CLG. 9'-4" FLAT CLG. ENTRY I a G) '- '= 9'-4" PLT. HT. 2.6x6-8 - _ � T.O.M. MASTER SUITE BFD M.G. 9.4" �� I 9' 4 16'-0"x14'-4' CLG. l�@ '�,� �� I AFF. 9'-4" FLAT CLG. 9' 4" CLG. 6a AIR HANDLER 9 4 i TAS SDR, LINE5FROM c�O� FOYER DAVIS BENS GLG. � UPPER FLOOR 2x6 WALL t 91— 4INSULATE DESIGN GROVP I I 5EE SECTION — — — — FLAT CLG. WALLS 2x8 WALL _ _ _ o - x8 L 5 SN. LINE OF SECOND I 150 STATE. STREET EAST 91-411 SLOPING I I 2 S OR 91-411 ARCH FROM FLOORABY. OLDSMAR, FLORIDA 34677 CLG. CLG. I I VO UME GLG, 8'-0" TO 8'-8" BARREL ARCH I 813 . 925 .1300 TEL FLUSH FRAME FROM 81-0 �/ OPT. I 813.925.1800 FAX TO FURRING v — W5 I UP \\ \ TO 8'-8" LT. I www.�AvisaEwscorvl _ STAIR DATA: \ \ T�cPA • Dv EvER- } IS R15ER5 AT LINE OF OPENING ARCH FROM2\\\ 2 FLOOR ABV. OND i 94r� TO UNDER I 42" H, 1.38 EACH s®s� T.O.M. 10,00 TREADS 8 0 TO 8141 c ( I PAVER DRIVE / LEADWALK �® .®•.. ®.�! v 9.4 STAIRS I RAILING CPT. TILE \ to `�s '• IN5ULATE C= Psi aaovE II 11011 IIlk �,I 1 I GARAGE L 2 5TORY I 9. 4.. w ,, p ...1 r I � � I 20'-0"x20 —0 � �� � � ci LG G. GLG. I 9'-4" PLT. HT. o I +a d I _ 1 L �' J O � 3B2 LANAI °•®•�®" LANAI FAMILY ROOM ARCH FROM I DINING I \ / KITCHEN I 9'-8' x14'-4" 19'-6"x14'-0" 8.0 ?O 8' 8" ( 10 -6 x14 -0" / \ 9'-4' FLAT CLG. 9'-4" PLT. HT. 2 -STORY VOLUME ( A 9'-4" FLAT CLG INSULATE o WALLS w a 00 G.G. VERIFY ACRYLIC; LINE OF SECOND i 2C w I E o TONEXr�RIOR 42" UPPER I o LINE OF 3" STEEL FLOOR ABY. CABINETS I I o ON LANAI --I ( I y n PIPE FOR CONCRETE 1 I a I / BOLLARD ABY. ts IRANGE 0 r Lu BOTT, OF LINTEL I I IS" H. W.N, L — — — — — — - AT V-0" AFF. T.O.M. z I PLATFORM ABV. T.O.M. El O.H.G. 00 O.H.G. AFF.0 — — — — — — — T.OM. T.O.M. 2 - 26 5H. T.O.M. T.OM. N.B. 9' 4" 9'-4" HD. AT 8'-0" 9'41 0 AFF. AFF. REFER TO 5HEET OR MAIN FLOOR 2A2 W PLAN DIMEN51ON5 G.C. VERIFY GLA55 INSERT FOR FRONT DOOR. HATCHING LEGEND SANFOnD 0 INSULATE WALL #16 _29 M,41N FLOOR - 14 (0 S.F. Llfi PER FLOOR 1115 S.F. 2585 TOTAL LIVING 2 582 S.F. G 412,0 E 455 S.F. LANAI 13C35.1=. TITLE • MAIN FLOOR PLAN NOTES ENTF, ' 11 S.F. TOTAL SQ. FT. 3241 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • SHEET • .1'-4" C x m r ap JOO 0 J M aN Ci (D ,2yM - r L >YJN L L IL• cu r- 00 ��N v 0 c0 v .1'-4" C 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM A• R j. ®• o® �' d 0 _j Lim � ' a • ••• e� ..w {tel REFER TO SHEET 24I FOR MAIN FLOOR PLAN NOTES 11• - , _ •II ANF, TITLE • ORO MAIN FLOOR PLAN nc��, DIMENSIONS #16-295 .- MAIN FLOOR PLAN DIMENSIONS • SHEET • SCALE: 1/4" = I'-011 2A2 GARAGE LEFT x m to G00 JOO 0 J M Ci (D ,2yM - L >YJN L L IL• cu r- 00 ��N 0 c0 ID Y W � N 0O ZcQ v 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM A• R j. ®• o® �' d 0 _j Lim � ' a • ••• e� ..w {tel REFER TO SHEET 24I FOR MAIN FLOOR PLAN NOTES 11• - , _ •II ANF, TITLE • ORO MAIN FLOOR PLAN nc��, DIMENSIONS #16-295 .- MAIN FLOOR PLAN DIMENSIONS • SHEET • SCALE: 1/4" = I'-011 2A2 GARAGE LEFT mi C.C. VERIFY LOCATION OF GRAB PROVIDE BAR IN BATH 2 2010 TEMP. 5N. PAN AND DRAIN ND. AT T -S UNDER A,H,U,--\ 9AI, u air. �U1Lc,,ti #6.295 UPPER FLOOR PLAN NOTES SCALE: 1/4" = I'-0` GARAGE LEFT TYPICAL WOOD FRAME • • x m w WINDOW SCHEDULE r o lQ 0 WINDOW WIDTHS s 20" 24" 36" AQ" U 2 Y/ WINDOW CALL -OUTS L V °ALL 0 Ne h 0 .LD �h CD 20"101a F.G. 2018 F.G. 3018 F.G. 4018 F.G. Lu 00ch z 01 = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 'S36" J O 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 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.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW51 uj uj IIINDOW 5IZE5 AND IN57ALLATION MAY VARY PER �- MANUFACTURER AND 5PECIFICATION5. O z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) C.C. VERIFY LOCATION OF GRAB PROVIDE BAR IN BATH 2 2010 TEMP. 5N. PAN AND DRAIN ND. AT T -S UNDER A,H,U,--\ 9AI, u air. �U1Lc,,ti #6.295 UPPER FLOOR PLAN NOTES SCALE: 1/4" = I'-0` GARAGE LEFT JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED 150 STATE STREET EAST OU) MAR, FLORIDA 34677 813.925.1300 T'EIL 813.925.1800 FAX WWW.DAVLSBEWS.COM A TVEFL. low 0 • P.�A ® �s• °fir ,w.� •� 4 0_4 op �a V • �ppce V) 0 PO Y�4 a, I..L Leo ei.. 0 lmm� 2: ON ovoloololl TMMI 0 Floolml 0 2585 • SHEET • • • x m w r o lQ 0 J 0, M Y/ >JM L V °ALL 0 Ne h 0 .LD �h -� C 0 3 _o [LY0;jk� LE.rn ia�N rJ�fp L. 00ch z 01 JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED 150 STATE STREET EAST OU) MAR, FLORIDA 34677 813.925.1300 T'EIL 813.925.1800 FAX WWW.DAVLSBEWS.COM A TVEFL. low 0 • P.�A ® �s• °fir ,w.� •� 4 0_4 op �a V • �ppce V) 0 PO Y�4 a, I..L Leo ei.. 0 lmm� 2: ON ovoloololl TMMI 0 Floolml 0 2585 • SHEET • I Ul.A11 2041 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.9_x$ 1800 FAX V iIJ�,S.C.oM 'd' ®® W �, W F- Cale, 0 >= r- 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS X w C r0 JL�O O _j c) i fA 0��� �I em N r a L nod.: 00 .LD 7 0 0-' CO -Y 0o> �N [ �J 0 L20i 00 ZN1 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.9_x$ 1800 FAX V iIJ�,S.C.oM 'd' ®® W �, W F- Cale, 0 >= r- 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS 5CALE: 1/2": I'-0" gcmm 42" N. 36" N. CONTINUOUS 0 LOW WALL GRASPABLE W RAILING 3/4" PLYWD. V) BEAM DECKING INE OF 6'-8" MIN, BEAM FLOOR kEAD CLEARANCE FLOOR 5Y5TEM 5Y5Tf=M / 10.00 2X 5TRINGER5 42[l N (TYP.) RAILING OPEN TO I" NOSING u Q, � FAMILY ROOM _ (TYP.) aq STORAGE e °' 2x TREAD5 AND `r UNDER Ix R15ER5 (TYP) 5TAIR5 Il TREADS AT 10.00" EACH TYP. ARCHWAY STAIR SECTION i" A SCALE: 1/4" _ I'-0" 5CALE: I/4" -- I'-0.. O PLAN DETAILS- 5CALE; 1/4" - 14" GARAGE LEFT 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 x m 813.925.1300 TEL r 0 J0Lo°o 813. 925. 1800 FAX WWW.DAVISBEWS.COM ER 0in�M ••°..®••..••• .�1 N _ �o m� C r ° w WCNJq Lm 0pLL� o c '00Oh o 0-� CQO �a LE.Y ro W Cl.c ca 00 y�h Z N d' 5CALE: 1/2": I'-0" gcmm 42" N. 36" N. CONTINUOUS 0 LOW WALL GRASPABLE W RAILING 3/4" PLYWD. V) BEAM DECKING INE OF 6'-8" MIN, BEAM FLOOR kEAD CLEARANCE FLOOR 5Y5TEM 5Y5Tf=M / 10.00 2X 5TRINGER5 42[l N (TYP.) RAILING OPEN TO I" NOSING u Q, � FAMILY ROOM _ (TYP.) aq STORAGE e °' 2x TREAD5 AND `r UNDER Ix R15ER5 (TYP) 5TAIR5 Il TREADS AT 10.00" EACH TYP. ARCHWAY STAIR SECTION i" A SCALE: 1/4" _ I'-0" 5CALE: I/4" -- I'-0.. O PLAN DETAILS- 5CALE; 1/4" - 14" GARAGE LEFT 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWW.DAVISBEWS.COM ER �u ••°..®••..••• �o m� C ° w WCNJq o TRU55E5 1/16 0.58. BEYOND �a BLOWN IN5ULATION ATTIC ACCESS DETAIL 5CALE: 1/2": I'-0" gcmm 42" N. 36" N. CONTINUOUS 0 LOW WALL GRASPABLE W RAILING 3/4" PLYWD. V) BEAM DECKING INE OF 6'-8" MIN, BEAM FLOOR kEAD CLEARANCE FLOOR 5Y5TEM 5Y5Tf=M / 10.00 2X 5TRINGER5 42[l N (TYP.) RAILING OPEN TO I" NOSING u Q, � FAMILY ROOM _ (TYP.) aq STORAGE e °' 2x TREAD5 AND `r UNDER Ix R15ER5 (TYP) 5TAIR5 Il TREADS AT 10.00" EACH TYP. ARCHWAY STAIR SECTION i" A SCALE: 1/4" _ I'-0" 5CALE: I/4" -- I'-0.. O PLAN DETAILS- 5CALE; 1/4" - 14" GARAGE LEFT 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING di 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEY'5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE; 3" - I4" CLEAR OPENING HEIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 12 12 /SQHINGLE 6 ROOF 6 BANDING 12 G.C. VERIFY ALUMINUM •- STUCCO Q6 FASCIA OVER 2x6 FIN15H - - 5UB-FA5CIA (TYPICAL) PLT. HT. _- - SHINGLE ROOF--• PLT. HT. /5TUCCO /5TUCCO FIN15H FIN15H 4" BANDING (TYP,) * 6" BANDING T 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAV➢SBEWS.COM 'I DENVER �oo 0000.��® ` Lo ''.Ae��' o; n� "® ® cv U C; ® .: ti �* 4 /fill !11 W ln� I 0 ON Tm=l o >= 0 z� 2585 #16-295 • SHEET • M ['X/ATTnnl 'IQ" 6 12 51UCC0 12 Q� SHINGLE 12 Q6 SECOND FF. LINE FIN15H ROOF SEGONp FF. LINE ' T.OM. -- SHINGLE ROOF —� -10 0 T.oM.;. i o( 8" BANDING BANDING 8.. BANDING >>Jcv L ooLL TEXTURED FINISH - 0-� �O > E irod, .TEXTURED. �- -;,- N .c J(o ��- ❑❑D❑❑❑❑❑' 0000 �h FINISH 5MOOTN - TEXTUREp QUOINS (TYP.) n5MOOTH �, `. O D C� ❑ � ❑ ❑ TEXTURED l�J QUOINS (TYP.) MAIN FF. LINE N - 77 - Ll L__j MAIN FF. LINE GRADE LINE G.C. VERIFY GLA55 4" BANDING GRADE LINE (ASSUMED) IN5ERT FOR FRONT TEMP. FR. DR. DOOR SURROUND (A55UMED) DOOR FRONT ELEVATION- 5CALE: 1/4" = 1'•0" llljllll//� c S'41 r 0 <1A'�h 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAV➢SBEWS.COM 'I DENVER �oo 0000.��® ` Lo ''.Ae��' o; n� "® ® cv U C; ® .: ti �* 4 /fill !11 W ln� I 0 ON Tm=l o >= 0 z� 2585 #16-295 • SHEET • M ['X/ATTnnl 'IQ" x C ro -10 0 i o( M e� 0 - >>Jcv L ooLL ca 0 0 ° 510 0-� �O > E irod, -;,- N .c J(o 0000 �h 4 zN20' 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAV➢SBEWS.COM 'I DENVER �oo 0000.��® ` Lo ''.Ae��' o; n� "® ® cv U C; ® .: ti �* 4 /fill !11 W ln� I 0 ON Tm=l o >= 0 z� 2585 #16-295 • SHEET • M ['X/ATTnnl 'IQ" LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT, / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 74.5 SQ. IN. ------- ------I------------------- N 4:12 I I t I ~ I I _ 6.12 ------ 6--12" �Ft- Ir �f UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1465 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.60 SQ. IN. ACTUAL SOFFIT VENTILATION = 287 SQ. IN. — 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN16H TEXTURED BANDING Z O w w ? Lu 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063, THICKNE55 OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" ROOF PLAN, 5CALE: 1/8" - I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE. WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R. 5TH EDITION (2014) 83122 GIRDER 6F 12 12 6 12 TRU55 ROOF TRUSSES 6� AT 24" O.C. (TYPICAL) /2.5TORY ❑ ❑ @ ❑ ❑ ❑ ❑ ❑ ❑ VOLUME �' . � T ❑ ❑ BR. 3 12 n, ROOF TRU55E5 4 D a° ❑ ❑ ❑ ❑ ❑ ❑ AT 24" -- FLOOR SYSTEM - - (TYPICAL) 71 BEAM IN w y 6:12 6:12 } - HATCHING INDICATES FIRE ---------- RATED EAVES (NO 5OFFIT 0 _-- ----- --------_J ' VENTILATION AT THESE (o,�pp 6:12 AREAS (TYP.) Lo > J C4 L. L 06 0) • 0 0 6:12 6:12 � 0-� cO LOWER ROOF E VENT REQUIREMENTS VENTILATION CALCULATIONS t J * � ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. m i X 144 = 254 SQ. IN, ZN�l CQ -o a HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. _ --__ ______ _____ #UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. I'-0° a� ACTUAL SOFFIT VENTILATION =116 SQ. IN. TYP. _ OVERHANG AT HIP AA (UN.OJ 353 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN16H TEXTURED BANDING Z O w w ? Lu 3/4" THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063, THICKNE55 OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" ROOF PLAN, 5CALE: 1/8" - I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE. WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R. 5TH EDITION (2014) 83122 GIRDER 6F 12 12 6 12 TRU55 ROOF TRUSSES 6� AT 24" O.C. (TYPICAL) /2.5TORY ❑ ❑ @ ❑ ❑ ❑ ❑ ❑ ❑ VOLUME �' . � T ❑ ❑ BR. 3 12 n, ROOF TRU55E5 4 D a° ❑ ❑ ❑ ❑ ❑ ❑ AT 24" -- FLOOR SYSTEM - - (TYPICAL) 71 BEAM LONG. LINTEL FA1 n • I I LY ❑ • JOB NUMBER 25002, 327 • m j m C CAD FILE NAMELOT 119 TB T. GARAGE ISSUED 11-30-15 ❑ ❑ IN N REVISED In I , I ? SECTION AA. SCALE: 1/8" = I'-0" 12 6 5HINGLE 12 ROOF 6D /SHINGLE ROOF PLT. HT._ PLT. HT. /5TUCCO /5TUCCO /6TUCCO 6' zlz� FIN15H FIN16P iL I FIN15H 45HINGLE x 150 STATE STREET- EAST SECOND F.F. LINE M $ ROOF SECOND FBF. LINE SHINGLE 8" ROOF _SECOND F.F. LINE OLDSMAP, FLORIDA 34677 813. 925 .1300 TEL T.or1. 813.925.1800 FAX _ — — W W W.DAVISBEWS.COM m TAMPA • DENVER `r /TEXTURED /TEXTURED /TEXTURED � - J �r ,��� ✓ `� 6 0 ®� 1° FINISH FINISFINISH H7 7 MATCH ®ooa+®s®® ate; % D15TANCE o .® `�e•.� MAIN FF. LINE AT FRONT 0 - - - - - - - - - - - - - - - _ _MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) •® �� . Me �..►� Sao c LEFT ELEVATION �,� p ��� 6 1111®,� 5CALE: 1/8" = 14" 12 12 6 12 a6 �.:,. Y Q6 LBHINGLE N , ) SHINGLE ROOF �7 0 PLT, HT. ROOF --- PLT. HT. 0 /5TUCCo = FIN 5H70 /� 12 �— W 5ECOND FF. LINE 8.. SHINGLE a4 SECOND FF. LINE T.O.M._ ROOF M tlJ TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE _ _ TEMP. _ MAIN F.F. LINE GRADE LINE GRAPE LINE (A55UMED) (455UMED) REAR ELEVATION SCALE: 1/8" = I4" 6 12 12 MI6 0 SHINGLE /SHINGLE ROOF G.C. VERIFY ALUMINUM ROOF 12 FASCIA OVER 2x6 a6 PLT. HT. - - - - 5UB-FA5CIA (TYPICAL) PLT. HT. >= 0 5TUCC0 - TEMP. m * cry FIN15H /5TUCCO a, SHINGLE FINISH /HINGLE ROOF M SECOND FF. LINE ROOF 6� 8" _SECOND FF. LINE _ • _ _ SECOND FF. LINE T.o.M. /TEXTURED MATCH FIN16H DISTANCE ;l AT FRONT MAIN FF. LINE IN x m CrLo 0 J'LoO Jail`;; (o,�pp Lo > J C4 L. L 06 0) • 0 0 � 0-� cO E iL- (D t J * � o0 On ZN�l LONG. LINTEL FA1 n • I I LY ❑ • JOB NUMBER 25002, 327 • m j m C CAD FILE NAMELOT 119 TB T. GARAGE ISSUED 11-30-15 ❑ ❑ IN N REVISED In I , I ? SECTION AA. SCALE: 1/8" = I'-0" 12 6 5HINGLE 12 ROOF 6D /SHINGLE ROOF PLT. HT._ PLT. HT. /5TUCCO /5TUCCO /6TUCCO 6' zlz� FIN15H FIN16P iL I FIN15H 45HINGLE x 150 STATE STREET- EAST SECOND F.F. LINE M $ ROOF SECOND FBF. LINE SHINGLE 8" ROOF _SECOND F.F. LINE OLDSMAP, FLORIDA 34677 813. 925 .1300 TEL T.or1. 813.925.1800 FAX _ — — W W W.DAVISBEWS.COM m TAMPA • DENVER `r /TEXTURED /TEXTURED /TEXTURED � - J �r ,��� ✓ `� 6 0 ®� 1° FINISH FINISFINISH H7 7 MATCH ®ooa+®s®® ate; % D15TANCE o .® `�e•.� MAIN FF. LINE AT FRONT 0 - - - - - - - - - - - - - - - _ _MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) •® �� . Me �..►� Sao c LEFT ELEVATION �,� p ��� 6 1111®,� 5CALE: 1/8" = 14" 12 12 6 12 a6 �.:,. Y Q6 LBHINGLE N , ) SHINGLE ROOF �7 0 PLT, HT. ROOF --- PLT. HT. 0 /5TUCCo = FIN 5H70 /� 12 �— W 5ECOND FF. LINE 8.. SHINGLE a4 SECOND FF. LINE T.O.M._ ROOF M tlJ TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE _ _ TEMP. _ MAIN F.F. LINE GRADE LINE GRAPE LINE (A55UMED) (455UMED) REAR ELEVATION SCALE: 1/8" = I4" 6 12 12 MI6 0 SHINGLE /SHINGLE ROOF G.C. VERIFY ALUMINUM ROOF 12 FASCIA OVER 2x6 a6 PLT. HT. - - - - 5UB-FA5CIA (TYPICAL) PLT. HT. >= 0 5TUCC0 - TEMP. m * cry FIN15H /5TUCCO a, SHINGLE FINISH /HINGLE ROOF M SECOND FF. LINE ROOF 6� 8" _SECOND FF. LINE _ • _ _ SECOND FF. LINE T.o.M. /TEXTURED MATCH FIN16H DISTANCE ;l AT FRONT MAIN FF. LINE /TEXTURED e FINISH 6, TEMP. • TITLE • - _ _ _ - _ _MAIN FF. LNC SIDES AND REAR ELEVATIONS GRADE LINE GRADE LINE gUiLD,�� (A55UMED) TEMP. (A55UMED) _ SA NF'o,,� RIGHT ELEVATION RIM ��� 5CALE: 1/6" = I'-0" # 16 _ 2 9 5 ELEVATION GARAGE LEFT IN /TEXTURED e FINISH 6, TEMP. • TITLE • - _ _ _ - _ _MAIN FF. LNC SIDES AND REAR ELEVATIONS GRADE LINE GRADE LINE gUiLD,�� (A55UMED) TEMP. (A55UMED) _ SA NF'o,,� RIGHT ELEVATION RIM ��� 5CALE: 1/6" = I'-0" # 16 _ 2 9 5 ELEVATION GARAGE LEFT F MATERIAL PER VATIONS WITH APPROVE )ERLAYMENT (REFER TO (ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN y7 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND 1 RUBBER MEMBRANE BEYOND I� 1 CAULK/SEALANT OR SOLDER 1 BETWEEN PAN FLASHING 1 AND DECK FLASHING. 1 I EXTERIOR FINISH 1 PER BUILDER '-i 1 a 1 '� s PROVIDE SELF ADHEREDa t FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) TYPICAL FLASHING AT PRECAST EA. JOIST STRAP EA. OIST. AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE _ 7/16" O.S.B. SHEATHING 1 FLASHING. i 20" FLOOR TRUSS i 2X8 TRIM BOARD i r STUCCO J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS �;. 24 FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH p TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL �O\ /� I n' �/ 1 V OLDSMAR, FLORIDA 34677 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �FgTyF 813. 925. 1300 TEL 513.925.1800 FAX OJ co FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING 5x5 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To R RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION ` >J� EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFs�sr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O �C ~ p ���� ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS,: COMPLYING WITH WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS V 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING eqR REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEM (SEE DETAIL B AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE �Y � PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF WEATHER RESISTIVE BARRIER WITH SECTION R702.7 OF THE CODE. :4 BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE ol • TITLE • FLASHING DETAILS ol • SHEE • 150 STATE STREET EAST x W OLDSMAR, FLORIDA 34677 rL0 JL�O 813. 925. 1300 TEL 513.925.1800 FAX OJ co W W W.DAVISBEWS.COM 5 5x5 R703.2 WATER -RESISTIVE BARRIER ` >J� �P SILL PLATE �Fz O �C ~ p ���� ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS,: COMPLYING WITH r�0 C p V rz.1 S�7 IL x t (SEE DETAIL B 04 L J N W 6.00 � h ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF t' 2 FOR OPTIONS) O ��P�� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER O s�5 THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 4� CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE - EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. - R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT FLASHING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. s" WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND 3. MECHANICALLY FASTEN AS NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD up WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN As WEATHER BARRIER & TEMPORARILY SECURE NCORNERS RESISTIVE NECESSARY IN INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE � � BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER RESISTIVE � � EXTERIOR SHEATHING PROTECTION AT THE HEAD AND SIDES.. BARRIER � TAPE SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2 � 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. (ASSEMBLED 1 WINDOW) FLASHING 2 i 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMAMDMA 250„ OR FMA/AAMA/WDMA 300. FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. DO NOT FLASH FLASHING OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SANFORD BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL #16-295' FLASHING DETAILS N15. ol • TITLE • FLASHING DETAILS ol • SHEE • 150 STATE STREET EAST x W OLDSMAR, FLORIDA 34677 rL0 JL�O 813. 925. 1300 TEL 513.925.1800 FAX OJ co W W W.DAVISBEWS.COM V+ 0U�co ` >J� ` o°IL • O �C ~ p ���� r�0 C p V rz.1 S�7 IL x t �x 04 L J N W 6.00 � h � ZN2V t' ol • TITLE • FLASHING DETAILS ol • SHEE • 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 513.925.1800 FAX W W W.DAVISBEWS.COM own �co• V rz.1 S�7 �x t' ol • TITLE • FLASHING DETAILS ol • SHEE • 5NEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT 5ELF-FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHE5IVE FLA5HING AT LOWER N05E OF M.W.W.5. SELF ADHE51VE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL /4 LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING i SELF -ADHERED FLASHING HALF ROUND WINDOW %ArAi i OUIZATLLAIP] DIVERTER 11 FLASHING DRIP EDGE / NAILING FLANGE WINDOW UNIT ei noc FLASHING I UNDER DECKING SUBIFLOOR (SEE DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS RUBBERIZEDASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) / J THRESHOLp SECTION -A (SEE DETAIL WP02) � — SELF -ADHERED FLASHING \ GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR �,° FINISH 2" ABOVE c,°� r° ROOF FLASHING a �� �i WLKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - 6 TO 12" PER PLAN 6" HIGH SPEC'S. DIVERTER FLASHING /GALV.'L' FLASHING / TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL in SELF -ADHERED FLASHING O . SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKIKI NG **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER TEXTURED, PAINTED CRICKET ASif WEATHER RESISTIVE ill ----- BARRIER ASTMC926 SPECIFIED ROOF CRICKET: 6" X 18" H GALV. DOOR ROUGH OPENING WOOD FRAME CONSTR. SEALANT APPLIED ACCORDANCE WITH ASTMC1063 SELF -ADHERED FLASHING =: FLASHING CONT. 3/4'A" BEAD OF CONSTR. BY LAPPING DOWN 11/2" TO 2" ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP ALL LEVEL VALLEY VERTICAL WALL THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. METAL UP JAMB 6". USE LIQUID NAIL BRAND AND EXTENDING A " n�ro �rerxauwunrxr OR EQUAL WEATHER PROOF CAULKING ROOF 5 U. � z " SELF -ADHERED FLASHING SEAL TOPS OF JOISTS N SHINGLES WINDOW UNIT ei noc FLASHING I UNDER DECKING SUBIFLOOR (SEE DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS RUBBERIZEDASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) / J THRESHOLp SECTION -A (SEE DETAIL WP02) � — SELF -ADHERED FLASHING \ GALV. MTL. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR �,° FINISH 2" ABOVE c,°� r° ROOF FLASHING a �� �i WLKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - 6 TO 12" PER PLAN 6" HIGH SPEC'S. DIVERTER FLASHING /GALV.'L' FLASHING / TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL in SELF -ADHERED FLASHING O . SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKIKI NG **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER TEXTURED, PAINTED CRICKET ASif EXTER. WALL FINISH ill ----- - ASPHALT BASED ASTMC926 SPECIFIED ROOF CRICKET: 6" X 18" H GALV. NSEALANT LI SEALANT APPLIED ACCORDANCE WITH ASTMC1063 MIN: 3:12 SLOPE BY PLAN (REQUIRED AT FLASHING CONT. 7/16" O.S.B. 7/16" O.S.B. 11/2" TO 2" BEHIND FLASHING SHEATHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF AND EXTENDING A BLOCK LOCATIONS) AT ENTRY ROOF 5 U. � z MINIMUM OF 6" ABOVE N SHINGLES CO w = VERTICAL RISE OF al, O �Y rn \ to w N ZJ.-w ��■�■ FLASHING AT KNEEWALL 0020 :. \ 6" X 18" H GALV. z cR J I' 11 /TAR BETWEEN >. FLASHING CONT. 04 SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER Rio G E CONTRACT DEc� \.,00F tiFF9, '1/c q Eqs qpm C'�Q� cis T,2 oiy� ss0tis ° ti E G� 0 TYPICAL ROOF TO9y9/IQ�Q 1%. N1, 011? GE 2,g\O�i O pER�P�wo \ „EN�p h WALL FLASHING DETAIL ��\ �N G�VFzSE MECP� pR�P a�N �R ZNo coon 00�\ RAKE METAL 2Z z9 As, DRIP EDGE 5' ,-�EAVES LINE VALLEY BY CENTERING 36" WIDE 14" CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSEIN DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1 -- --- - 36" -- - ill 8" 81, 81, 8" 8" ASTMC926 ASTMC926 k A APPROVED WEATHER -RESISTANT NSEALANT LI E ACCORDANCE WITH ASTMC1063 NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1083 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER 7/16" O.S.B. 7/16" O.S.B. 11/2" TO 2" SHEATHING SHEATHING 1/2" CEMENTITIOUS SHEATHING KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2.. 'r: ("; UNPERFORATED x ca VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" - WEEP SCREED WEEP SCREED 11/2" TO 2" SELF ADHERED FLASHING. ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND >;Jcv OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CEMENT PLASTER IN CAULKED ALL BUTT ACCORDANCE WITH ®®�®®®® ° °®° p JOINTS NEED TO BE ASTMC926 OVER WOOD p°® °® EMBEDDED IN 2ND FLOOR ° ®®�®® ®° • °� SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER I FINISH \ \ 2 1/2 PERFORATED CEMENT °®°�® BLOCK FLANGE 1/2" WE "' -i, ,�. b o SCREED PLASTER . ®® .0, ®� ® , rd+ ssa ° OVER • "®°® r c° • °®®.• It c� ' BLOCK IST ° w�,";'i o FLOOR 2 W d3•� z W °o _j . INSTALL BOTTOM EDGE OF; SLAB WEEP SCREED 1" BELOW®` 60 4, FINISH FLOOR �r®® •®°m®® ago ";w-, *° / �' • Mrd 1�®��;,, OPTIONAL DETAIL NOTE: THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL INSTALLED OVER THE TOP SCALE: NOT TO SCALE OF THE WEEP SCREED. ■ r r JVIJ I( WOOD BEAM BELOW 'r: ("; x ca SELF -ADHERED FLASHING >, C _j'r0 �o 0 _j co 3 MIN fn r 0tn�(h SELF ADHERED FLASHING. 5 >;Jcv OUTSIDE CORNER 5 U. WALL PER PLAN 00 N CO 3�EOJ al, O �Y rn to w N ZJ.-w ��■�■ 0020 2585 ROOF MATERIAL PER, 18"x18" METAL ELEVATIONS WITH APPROVED z cR 11 /TAR BETWEEN JVIJ I( WOOD BEAM BELOW 'r: ("; .: SELF -ADHERED FLASHING SELF -ADHERED FLASHING >, "101 SELF -ADHERED FLASHING -- SELF -ADHERED FLA S ING 3 MIN INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING- SELF ADHERED FLASHING. DECK JOIST OUTSIDE CORNER WALL PER PLAN METAL FLASHING ��■�■ 2585 ROOF MATERIAL PER, 18"x18" METAL ELEVATIONS WITH APPROVED 6" 5"x5" METAL FLASHING 11 /TAR BETWEEN FLASHING UNDERLAYMENT (REFER TO W COVER SHEET) FLASHING AND SHINGLES PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" TRUSSES AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN ,, 7 TYPICAL ROOF TO—I/— WALL FLASHING DETAIL PLAN VIEW #15-295 , TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAIL TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. C'HAGIN15 5ECONDARY VENT WIRE ME5H O'HAGIN'5 PRIMARY VENT (5UBFLA5HING) LOCALLY -APPROVED UNDERLAYMENT LOW -PROFILE CLAY ROOF TLE O'HAGIN'5 PRIMARY VENT (5U5F1_A5HING) LOCALLY -APPROVED PEEL 4 5TICK WIRE ME5H ROOF DECK LOCALLY O'HAGIN'5 SECONDARY VENT (COVER) O'HAGIN'5 PRIMARY VENT(5UBFLA5HING) MODEL "FLAT" STYLE VENTS FOR CLAY TILE ROOFS MEDIUM -PROFILE CLAY ROOF TILE r' 01HAGIN15 5ECONDARY VENT O'HAGIN'5 PRIMARY VENT WIRE MESH (5UBFLA5HING) O'HAGIN'5 PRIMARY VENT LOCALLY -APPROVED (5U5FLA5HING) PEEL 4 5TICK WIND CLIP WIRE MESH OOF PECK LOCALLY -APPROVED LOCALLY UNDERLAYMENT O'HAGIN'5 SECONDARY APPROVED SEALANT VENT (COVER) ,f. NAGIN'S PRIMARY VENT (5U15FLA51HING) MODEL "M" STYLE VENTS FOR CLAY TILE ROOFS HIGH-PROFILE CLAY ROOF TILE . O'HAGIN'5 5ECONDARY VENT (COVER) WIND CI O'HAGIN15 PRIMARY VENT (5UBFLA5HING) WIRE ME5H LOCALLY -APPROVED O'HAGIN'S PRIMARY VENT PEEL 4 STICK — (5U5FLA5HING) LOCALLY -APPROVED WIRE ME514 -ROOF DECK UNDERLAYMENT LOCALLY APPROVED SEALANT 01HAGIN15 SECONDARY VENT (COVER) O'HAGIN'5 PRIMARY VENT (5UBF1_A5HING) MCPFL "5" FILE VENT5 FOR CLAY file R025 COMP051TION 5HINGLE5 O'HAGIN'5 TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) ROOF DECK LOCALLY -APPROVED DIVERTER5 UNDERLAYMENT LOCALLY -APPROVED WIRE MESH 5EALANT O'HAGIN'5 TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) TAPERED, LOW -PROFILE VENT FOR COMPOSITION SHINGLE SLATE & SHAKE ROOFS WITH EXTENDED FLANGE INFORMATION AND FIRE RESISTANT SOFFIT OPTIONS AND SUGGESTED VENTILATION METHODS LOW -PROFILE / CONCRETE ROOF TILE O'HAGIN'5 SECONDARY VENT (COVER) O'HAGIN'5 PRIMARY VENT (5UBFLA5HING) LOCALLY -APPROVED WIRE MESH PEEL 4 STICK O'HAGIN'S. PRIMARY VENT (5UBFLA5HING) BATTEN WIND CLIP WIRE ME5141`OOF DECK LOCALLY \ LOCALLY -APPROVED APPROVED 5EALANT UNDERLAYMENT O'HAGIN'5 5ECONDARY VENT---- O'HAGIN'5 PRIMARY VENT (5U5FLA5HING) MODEL "FLAT" STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE CLAY ROOF TILE O'HAGIN'5 5ECONDARY VENT (COVER) !�I WIRE ME5H O'HA6IN'5 PRIMARY VENT (5UBFLA5HING) BATTEN WIND CLIP LOCALLY -APPROVED UNDERLAYMENT O'HAGIN'5 SECONDARY VENT t �urr�.Nohuvui MODEL "M" STYLE VENTS FOR CONCRETE TILE ROOFS (DRAWING SECTION) HIGH-PROFILE CONCRETE ROOF TILE O'HA61N'5 5ECONDARY VENT (COVER) IRE ME5H 97_7� WIRE MESH O'HAGIN'5 PRIMARY VENT 01HAGIN15 PRIMARY VENT (5UBFLA5HING) (5UBFLA5HING) LOCALLY -APPROVED BATTEN WIND CLIP PEEL 4 5TICK LOCALLY -APPROVED UNDERLAYMENT WIRE ME51H ROOF DECK LOCALLY O'HAGIN'5 5ECONDARY VENT APPROVED SEALANT iirnvr=ai O'HAGIN'5 PRIMARY VENT (5UBFLA5HING) MODEL "S" STYLE VENTS FOR CONCRETE TILE ROOFS COMP051TION 5HINGLE5 O'HAGIN'5 TAPERED, LOW PROFILE VENT (STANDARD FLANGE) ROOF DECK pIVERTERS LOCALLY -APPROVED UNDERLAYMENT LOCALLY -APPROVED 5EALANT WIRE MESH O'HAGIN'5 TAPERED, LOW -PROFILE VENT i(5TANDARD FLANGE) 1 TAPERED, LOW -PROFILE VENT FOR COMPOSITION SHINGLE, SLATE & SHAKE ROOFS (DRAWING SECTION) O'HAGIN VENT DETAILS N.T.S. NET FREE VENTILATION AREA VENT5 FOR TILE ROOFS: A) MODEL: FLAT NFVA: 98.15 SQ, IN, (631,150, CM.) B) MODEL: 115" NFVA: 9150 50. IN, (629,0 50, CMJ C) MODEL: "M" NFVA: 86.25 50, IN. (55&.5.150, CMJ VENT5 FOR SLATE, SHAKE OR COMP051TION ROOFS: A) MODEL: TAPERED LOW -PROFILE NFVA: 12,0 50. IN, (464.5 5Q, CMJ O'HAGINS NOTES O'HAGIN VENT5 ARE MANUFACTURED U51NG: PREPAINTED GALVANIZED 26 GAUGE 690 GALVANIZED 26 GAUGE G90 ALUMINUM ,032 COPPER 16 OZ 5TAINLE55-5TEEL INTERIOR MATRIX (WEATHERMASTER , FIRE 4 ICE ONLY) FOR COORDINATING ROOF TILE MANUFACTURER5, IN5TALLATION IN5TRUCTION5, TECHNICAL BULLETINS 4 5PECIFIC INFORMATION REGARDING RAIN, SNOW, NIGH -VELOCITY WIND OR WILDLAND URBAN INTERFACE (WUI) APPLICATION5, PLEA5E CONTACT O'HAGIN TOLL FREE AT 811/324-0444 OR WWW.0HA6IN.COM "S" TILE TILE ROOFS �HII� FLAT TILE "M" TILE i (1) HOUR RATED A55EMBLY GA FILE #RC2602 IN5TALL (2) LAYER5 5/8" TYPE "X" EXT. GYP. BD. (OR • • K • w TOUGHROCK FIRE GUARD 5/5") A5 5HOWN, IN5TALL BA5E LAYER W/ 11/4" TYPE W OR 5 DRYWALL 5CREW5 AT 24" D.C. 5EE 12 TAMPA • DENVER - IN5TALL FACE LAYER W/ 1 T/8" TYPE W OR 5 DRYWALL ELEV,� Jcco O N 5CREW5 AT 12" O.C. — -PRE-MANUR 1 TRU55 LOMANCO VENT5 ■ww N r, INTAKE VENT5 A5 " L. > >JM — REQUIRED L L. °AL • 0 roC ~ O '0 2x4 P.T. CONT. BLOCKING T �= 0 0-J C0 (OVERHANG5) ATTACHED W/ Ed NAILS AT 24" G.C. VERIFY FASCIA LOOP O.C. AT FRAME WALL5 AND PER COMMUNITY 2.3/4" TAPCON AT 24" O.C. AT REQ. C.M.U, WALL, EXTERIOR WALL 2x 5U5 FA5CIA OVERHANG (5EE FLOOR PLAN) ALUMINUM 5OFFIT - NON VENTED- (5EE ELEv.) �- LINE OF CANNOT BE U5ED FOR ATTIC EXTERIOR FINISH EXTERIOR (5EE ELEVATIONS) NDT : FIRE RATED OVERHANG APPLIE5 ONLY TO OVERHANG5 PRO ECTION N ROOF -CEILING SYSTEMS GA FIDE NO, RC 2602 GENERIC 1 HOUR WOOD TRUSSES, GYPSUM WALLBOARD L FIRE Peso layer 519° bpe X gypsum wallboard applied at right angles to wood trusses 24" t o.c. with 1 114" Type W or 8 drywall screws 24' o.c. Face layer 518" type X gypsums wallboard or gypsum veneer base applied at right angles to trusses with 1718" Type Vit y� or $ drywall screws 12" o.c. atlolnts and Intarntadiate trusses and 1112" Type G drywall screws 12" o, placed 2" back on either aide of and joints. Jainta offset 24"' room base ` IayarJoints. Wood Misses supporting 112" wood structural panels applied at right angles to lruases with 80 nails, Appropriate roof covering, r a Approx, Ceiling Weight; 5 psf Fire Test: FM FC 17Z 2-25-72; ITS, 8-6-98 WITHIN 2 10 5 FEET of J U DERSIDE PROPERTY LINE. �l HR. FIRE RESISTANT DTL. J-1 N.T9. PROPERTY LINE DWELLING As per the FBG 5th Edition (2014) Residential section R302, measures shall be taken to protect any and all projections that JOB NUMBER 25141 _ • CAD FILE SOFFIT / EAVE ISSUED 07-10-15 REVISED 08-25-15 09-30-15 —� 11-10-15 • • K • w _ C U o lQ LOo TAMPA • DENVER IHR FIRE PROTECTION REQUIRED To Jcco O N 0 Fig • t,. / pSM 0 1 UNDER51DE OF ■ww N r, " L. > >JM — I I L L. °AL • 0 roC ~ O '0 T �= 0 0-J C0 (OVERHANG5) LOOP ZNCD LeI PROPERTY LINE DWELLING As per the FBG 5th Edition (2014) Residential section R302, measures shall be taken to protect any and all projections that JOB NUMBER 25141 _ • CAD FILE SOFFIT / EAVE ISSUED 07-10-15 REVISED 08-25-15 09-30-15 —� 11-10-15 _ 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W WIDAVISBEWS.COM TAMPA • DENVER IHR FIRE PROTECTION REQUIRED To 0 Fig • t,. / pSM 0 2 FT. > (Dist.) < 5 FT UNDER51DE OF Aa z -- (Dist,) > 5 FT, — I I PROJECTION NO RE5TRICTION5 PROJECTIONS T (OVERHANG5) PROPERTY LINE DWELLING As per the FBG 5th Edition (2014) Residential section R302, measures shall be taken to protect any and all projections that JOB NUMBER 25141 _ • CAD FILE SOFFIT / EAVE ISSUED 07-10-15 REVISED 08-25-15 09-30-15 —� 11-10-15 are >2 feet to < 5 feet. ®®• ®®�°® 5-s, r .._ ___ •'°®•s••••°� fie® �i 4ir I� 1%0 _ _ •gin NET FREE VENTILATION AREA )EL: DA -4 --- 'A_9 50, IN. / LINEAR FOOT. r v lassassal UJ ..11001� I 1 ^KA A 11111^1rTA 1/5- \ /r 111Tf^ P11'1TT/11\1 N.T.S. y,au_n;N c SA NFORD #1 6 - 29,5 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W WIDAVISBEWS.COM TAMPA • DENVER -N EST. 1994. are >2 feet to < 5 feet. ®®• ®®�°® 5-s, r .._ ___ •'°®•s••••°� fie® �i 4ir I� 1%0 _ _ •gin NET FREE VENTILATION AREA )EL: DA -4 --- 'A_9 50, IN. / LINEAR FOOT. r v lassassal UJ ..11001� I 1 ^KA A 11111^1rTA 1/5- \ /r 111Tf^ P11'1TT/11\1 N.T.S. y,au_n;N c SA NFORD #1 6 - 29,5 0 Fig • t,. / pSM 0 • • 111e.� ® _J • 8 • Aa z ��y are >2 feet to < 5 feet. ®®• ®®�°® 5-s, r .._ ___ •'°®•s••••°� fie® �i 4ir I� 1%0 _ _ •gin NET FREE VENTILATION AREA )EL: DA -4 --- 'A_9 50, IN. / LINEAR FOOT. r v lassassal UJ ..11001� I 1 ^KA A 11111^1rTA 1/5- \ /r 111Tf^ P11'1TT/11\1 N.T.S. y,au_n;N c SA NFORD #1 6 - 29,5 -SWITCHED DIRECT VENT DRYER LIGHT NOTES1 +14" W.P. Gia. FOR T.Ujx, THRU EXT. WALL 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E?ENVER SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTWERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE /D5CONN I I I I A/c x m I I I I WP D15CONN. , �/ C MAKE-UP WP. — — — — — J GF.I. MAKE-UP TELEPHONE. J4" (UNLESS ABV COUNTERTOP) LIGHT GRI TELEVISION ... 14" LIGHT --- __`` DUPLEX CONVENIENCE OUTLET 4/0 ALU. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAIN DISCONNECTMETER DUPLEX OUTLET ABOVE COUNTER \ COMBO - SQUARED p1 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING TYP. �4 AND N2 COPPER TO ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, REFER TO FLOOR INSIDE LIGHTS AND OUTLETS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. PLAN EOR NOTED MAIN DISC. PANELDEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 AMPS. REQUIRED h0 COPPER TO WATER HEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND '8 COPPER TO RANGE ROOMS SHALL BE GFC I PROTECTED (GRI). SERVICE BY POWER COMPANY x220 V. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES ow, WEATHERPROOF DUPLEX OUTLET 1. EVERY BUILDING HAVING A F055IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 5HALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ° — — — — I I I ( L PURPOSES GF.I. B. ALAW6 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL _ _ _ _ _ _ — I \ GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF DUPLEX OUTLET UTIL - PWDR DEN [ I SPECIAL PURPosE OUTLET ROUGH-INZia /:O� 1 \ DUPLEX OUTLET IN FLOOR M. BATH / FOR OFT220 VOLT OUTLET MASTER SUITE �__ _ GF.1. FANILIGHT ENTRY I WALL SWITCH Ij \ 1 THREE-WAY SWITCH HORN Gp I. 1 14 FOUR-WAY SWITCH ROUGH IN I I - MAKE-UP �0 Ip DIMMER SWITCH LIGHT CEILING MOUNTED INCANDESCENT LIGHT FIXTURE FOR OPT. I I GF.I. COACH . FAN/LIGHT \ I I — —_ —_ — PENDANT — — — — AT 48" — - LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE ° (VERIFY RECESSED INCANDESCENT LIGHT FIXTURE LOCATION) r (Q' 1 I sD I I I C. LIGHT FIXTURE WITH PULL CHAIN I I I I � ICM FOYER / GD. OPENE�R� TRACK LIGHT I \ � CH \ / i FLUORESCENT LIGHT FIXTURE r — _ I I I \ \ / 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION 1 W.P. M CM D ® I \ \ I ELECTRIC DOOR OPERATOR (OPTIONAL) GF.I. CHIMES (OPTIONAL) WALL MOUNT SMOUNTq o I i \ \ 11 u PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR \ FAN LIGHT 11 / I 1 1 1 I sc SMOKE DETECTOR LANAI \ I '31 I I I I so SMOKE / CARBON MONO. COMBO DETECTOR UP ro KITCHEN I TELEPHONE (OPTIONAL) DINING - I I K I STD. LIGHT � FAN/ LIGHT / I -' ;9� - v -� I TE EV1610H (OPTIONAL) OPT. FAN FAMILY ROOM I I �----, 0 L P �% / I PENDANT lQ; l ;� I' AT 4811 GARAGE </ i I Q THERMOSTAT I I (VERIFY ( Cp ELECTRIC METER VENT HOOP s ELECTRIC PANEL LOCATION) - TO EXTERIOR I DISCONNECT SWITCH a I _ ✓ a SPEAKER (OPTIONAL) OF WINDOWS O 1 -- \(" �/' �1 ,Q O, Q, � L — — — — - ROUGH -IN FOR OPT. CEILING FAN ELEC.v J GF.I. — — _: AT 48 µ-' PANEL 200 AMP ° IRRIG. c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ n COACH G J ROUGH -IN FOR OPT. CEILING FAN MICROWAOUTLET LIGHT NOTES1 +14" W.P. Gia. FOR T.Ujx, 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GRI) A$ INDICATED 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E?ENVER SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTWERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: x m SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE. J4" (UNLESS ABV COUNTERTOP) � co TELEVISION ... 14" I 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALU. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAIN DISCONNECTMETER A/C COMBO - SQUARED p1 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING TYP. �4 AND N2 COPPER TO ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, REFER TO FLOOR INSIDE LIGHTS AND OUTLETS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. PLAN EOR NOTED MAIN DISC. PANELDEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 AMPS. REQUIRED h0 COPPER TO WATER HEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND '8 COPPER TO RANGE ROOMS SHALL BE GFC I PROTECTED (GRI). SERVICE BY POWER COMPANY 04 COPPER TO 5/B" GROUND ROD 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES 1. EVERY BUILDING HAVING A F055IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 5HALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES NOTE: B. ALAW6 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAW6 SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED <71L171 Al Uc� OSA � #16-295 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT 2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E?ENVER EST. 1994 w- x m � 0. 0 � co I 0 co Lo J (CII), • 00 8q^ E5 Eco 2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • E?ENVER EST. 1994 w- 2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ. MAVC IlLn JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED x m w DUPLEX CONVENIENCE OUTLET 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. -- EST. 1994 a - rLO DUPLEX OUTLET ABOVE COUNTER - ow.P. WEATHERPROOF DUPLEX OUTLET N .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET I outLEr BEDROOM 4 -I [-0SPE SPECIAL PURPOSE OUTLE / I DUPLEX OUTLET IN FLOOR 3 E0 �Y �rn 220 VOLT OUTLET / I WALL SWITCH J I 13 THREE-WAY SWITCH ROUGH -IN FOR OPT. \ \ 14 FOUR-WAY SWITCH FAN/LIGHT------- -----------------D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECE55ED INCANDESCENT LIGHT FIXTURE — Ic. LIGHT FIXTURE WITH PULL CHAIN WALL I _ _ _ TRACK LIGHT MND i FLUORESCENT LIGHT FIXTURE EXHAUST FAN ip• EXHAUST FANLIGHT COMBINATION I ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR , DVD SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR F-4 TELEPHONE (OPTIONAL) BEDROOM 3 I\ I I ®v TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER = ELECTRIC PANEL J I DISCONNECT SWITCH ROUGH -IN FOR OPT. \ I ® SPEAKER (OPTIONAL) c� FAN/LIGHT I ROUGH -IN FOR OPT. CEILING FAN . v J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 GJ ROUGH -IN FOR OPT, CEILING FAN -------------------------- NOTES- OTESI. I.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES At THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE.. J4" (UNLESS ABv COUNTERTOP) TELEV16ION... 1411 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, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AE.C.I. G.C. VERIFY ALL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 SMOKE DETECTORS TO BE HARD -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL. BE GP.C.I. PROTECTED (GRI). 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.4.10, N.E.C. 2011, F.B.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING 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. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L16TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ®rp-0 #295 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. -- EST. 1994 a - rLO J,�AO -i co N �DLLM 00 -j CO 3 E0 �Y �rn L cu C4 J * W O z Ot JOB NUMBER 25002.327 CAD FILE NAMELOT 119 TB ISSUED 11-30-15 REVISED 2585 , • T1 TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. -- EST. 1994 a - 2585 , • T1 TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES, .u_ -BOLTS - ` ' WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 SOIL UNDER SLABS AND UNDER FOOTINGS TOBE COMPACTED TDATLEAST 95Y6OF |T|OTHE BUILDER'S RESPONSIBILITY UJENSURE THAT ALL METAL CONNECTORS, (PSF) MAX. DRY DENSITY AQDETERMINED 8YASTM- i557(MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AREA (SQ FT) SHEET SHEET TITLE BEARING CAPACITY 2OODPSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES "~ -� TERMITE TREATMENT OFPRESSURE TREATED WOODS, A8PER THE FOLLOWING GUIDELINES. 22.9 28.3 20 20.2 20.2 1.WOOD TREATED WITH DOT SODIUM BORATE(G8X):CONNECTORS SHALL BEA ' 22.0 S1 STRUCTURAL NOTES 19.0 MINIMUM G6OZINC COATING 50 20.8 23.9 THE SOIL UNDER THIS STRUCTURE SHALL BETREATED FOR THE PREVENTION OFSUBTERRANEAN TERK0|TES (}RAPER|K8|TERTREATK8ENT 2WOOD OR OTHER BORATE � ' (NDN'DOT)TREATK4ENT8: CONNECTORS SHALL BEAK8|N|K8UK8G185ZINC COATING. fly S2 FOUNDATION PLAN ORACARE BE IN WITH �-- -'''�� �'-- E8TABL|GHEDBYTHEFLO��\OAOERARTK8ENT(}F��R|CULTUREANO � FOR ALL OTHER COK8B|NAT|DNQFOLLDVVTHE RECDK8W1ENDAT|ON8OFTHE � PRESERVATIVE WOOD TREATER. CONSUMER SERVICES. 0 LU WIND PRESSURE/ 4.STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 4 4 ' LZ Pa STANDARD DESIGN PRESSURE NOTES [>FPRESSURE TREATED VVODD. ` S4 FIRST FLOOR FRAMING PLAN ���T �� PLACE�CONCRETE IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR i ALL SHALL HAVE yN|N|yNU[N COMPRESSIVE STRENGTH AT DAYS OF � PREFABRICATED � S4.1 NOTES & CONNECTOR LEGEND 25UUPSI, ASLUK�POF4"PLUS ORK�|NU8Ill, AND HAVE 2TO496AIR ENTRANK�ENT. l ALLPREFABR|CATEnVVOOOTRUSGE8�HALLBEQECURELYFA8TEN�DTOTHBR � REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO AND AMAXIMUM WATER/CEMENT RATIO OFO.5B. SUPPORTING WALLS ORBEAMS WITH HURRICANE CLIPS ORANCHORS. UPLIFT CONNECTORS SUCH ASHURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS � . 2ALL � ARE ONLY REQUIRED ONMEMBERS |NWALLS THAT ARE EXPOSED TOUPLIFT OR ' ^ ' CONFORMING TOASTM A-81SGRADE 4U . WELDED FABRIC SHALL CONFORM TO �C>RSxGxVV1 4xVV1 4 � ' LATERAL FORCES. INTERIOR S5 LINTEL PLAN3 � � � ' VVVVFSHALL BELAPPED ATLEAST G^&CONTAIN ATLEAST ONE CROSS VV|REVNTH|N THE8''F|8ERK8|>(OFEQUAL8PEC|F|CAT|ON8K8AYBEUSED|NL|EUOFVVVVF TOUPL}FTF��RCE8� THEK�EK88ERQOFTHE8EVVALLSmKJULONDTNEEDTOHAVE . CONNECTORS APPLIED, PLEASE COORDINATE VV|THTHE TRUSS EN��|NEERFOR �SD1 ' FOUNDATION DETAILS � � THE LOCATION OFTHESE WALLS AND STRUCTURAL PLANS FOR K8{JRE (NFO. 4.ALL CONCRETE WORK SHALL BE|NACCORDANCE WITH "THE BUILDING CODE FOR REINFORCED CONCRETE" ACI 31OLATEST EDITION, AND 2. TRUSSES SHALL BEDESIGNED BYK4VVFR8METHODOLOGY FOR LONG SPAN SD2 GENERAL DETAILS REQUIREMENTS TRUSSES TODETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BU|LQ|NG8"ACI 381. 5.HORIZONTAL FOOTING BARS SHALL BEBENT MIN. 12BAR DIAMETERS (EXCLUDING DESIGN TOBECALCULATED BYCOMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BYTRUSS ENGINEER OFRECORD ' SD3 GENERAL DETAILS BEND) AROUND CORNERS DR CORNER BARS WITH MIN.24" LAP EXCLUDING BEND 3� PREFABR|�ATEDVVOO�TRUQQEGSHALLBE�ES|GNEO|NACCCJRDANCEVV|TH ` ATEACH END SHALL BEPROV|OEO � THE LATEST EDITION OFANSI TPI 1. ' ' SD4 GENERAL DETAILS G.MINIMUM LAP SPLICES ONALL REINFORCING BARS SHALL BE48BAR D|AMETERS� � 4 BRIDGING � ` ` � T SLAB REINFORCEMENT � ' - MANUFACTURER UNLESS NOTED ONPLANS TWO STORY DETAILS CENTER TOUPPER 1/3OFTHE SLAB. ' BOLTS AND THREADED RODS �_ 5.TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFSD5 � I THREADED RODS rnB__ASTM AnnrnRBETTER x/m-n)' ' TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BEDESIGNED By r.n.../q^~qm~v.u.w,/~P..u.r~n../REn /.m'ACCORDANCE WITH THE DESIGN LOADS ' SK6 TWO STORY DETAILS 111111111111 04.� 2.STEEL BOLTS LESS THAN ONE-HALF'|NOH(12Jmm) |NDIAMETER USED A8 ` ' _ TRUSS DESIGN LOADS: ' ^�� ' . ` ' ' FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BEOF ��'�TOP CHORD: Lr=16PGF ^ � � ' � '� � ' `ST1 STAIR DETAILS LU 000 HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE. ' DL=7PSF(SHINGLE TYPE ROOF COVER) ' �'. ' `_ . ` ' � {>RCOPPER. FASTENERS SHALL BE|NACCORDANCE WITH ASTM A153. _ � DL=15PGF(LIGHT WEIGHT CLAY TILE ROOF COVER) 3.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BEPERMITTED To8E DL=14pSF(TRUSS OVERBUILD)UPDATES tc C>FMECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS |N BOTTOM CHORD.- DL=5PSF . � � ,' `eel MINIMUM FLOOR ' "- ACCORDANCE VVDlHASTM B885.CLASS 55.yN|N|K0UK8. uu /0FLOORS=4DPGF � - ' CONSTRUCTION �u��,��/nr�r wx�u-� ��/rn����/ 8>BALCOm|ES=8OP�F/1OUPGF(VHENBALC0NYEX�EE�81O08OFT) {} 1.HOLLOW LOAD BEARING UNITS SHALL BENORMAL WEIGHT, GRADE N.TYPE 2. C)OECK8=4OP6F CONFORMING TOASTM CSU.W/AMINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS =4OP8F -� PSI (fm=19OUPSI) E)BONUS ROOM/GAME ROOMS =0OPGFU.ND. - WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TOASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1" A>FLOORS = 15PGF �� 4. COARSE GROUT SHALL CONFORM TO ASTM C4YGWITH AMAXIMUM AGGREGATE B>BALCONIES = 15PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES W GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/B^AND A K0\N|N1UN1 COMPRESSIVE STRENGTH OF 3000 PSI. -ADD|TLBRAC|NG&8U]CK]NGPERBC8|-1&TRUS��ANUFACTUREF[SOR/�V'NG8 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CREATED ELEV. C W/ BONUS - TRUSSWAY [L -GC TDPROVDE�|N2xSYP#28LOCK]N8BETVVEENTRUSSE8T000K�PLY��APA 3 12/18/2014 FILLED WITH COARSE GROUT AND GRADE 40 STEEL.REINFORCEMENT SHALL BE � � ' , �� R�COkA�ENDAT|DNGFOR�|N 7/18 OSB PLACED IN CENTER OF K1A8ONRYCELL ��K8|N 1/2" CLEARANCE TO |NG|OE FACE � {j � 'K0|N2x8YP#2 BLOCKING REO'DALONGSIDE TRUSS TOP CMORD�� ROOF HIP/RIDGE G. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OFTHE N1A8DNRYYBLOCKTO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT(NOT REQ'D IF SHEATHING SPAN IS 41/29/2015 CREATED B STD VVALLATTHE TOP &8OTTQK�&K�&X\K�UKU8'-U^U.N.D.VER|TCALLY.TIES TOTHE LESS THAN 2FT).BLOCKING TOTRUSS TOP CHORD v/(2)12dNAILS ��12''O.C.K0AX&4^ < P4 U FOOTING & LINTEL STEEL |SADEQUATE @ TOP & BOTTOM OFWALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4SYp#2 C15 POSITIONERS |NMIDDLE OFVVALL BLOCKING wY(3)12gTOENAILS EACH END. Uj 7. REINFORCING STEEL SHALL 8E LAPPED MIN. 25" O.N�O. -TRUSS "X" BRACING: MIN 2x4SYP#2ATANGLE APPROX. 45~ FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM F-- 8. TRUSS MEMBER v/(3)12dNAILS. SPACE ^X^BRACING ALONG TRUSS SPAN @1U''O^MAX AND COURSE AND FOOTING T[JBENOLESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP ' B. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND /OR(4)BAYS AFTER GABLE END BRACING. SEE 8C8|'B3SECTIONS 1.2AND 3 (� � ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.FOR PLANE PERMANENT REQUIREMENTS. . ` PER 10. MASONRY ROUGH OPENING TOLERANCES ' 1/4"TO+ 1/2"N1 � -PERMANENT 2x4SPF #2VN|N.>CONl[ LATERAL TRUSS BOTTOCHORD BRACING [) 56 Cn 11 GROUT PERPENDICULAR TOTRUSS SPAN AT1�'0^O.C. MAXwW|NTRUSS8PANORPERTRUSS �� � � ' DESIGN DRAWINGS. OVERLAP {} LATH STRIP DR CAVITY CAPS MAY BE USED TO PREVENT THE FLOVVOF GROUT INTO ' ' � - 0NETRUSSSPAC�(24^}PLUSO^K�|NPASTBOTTOK8CHDRD � � CELLS BELOW. THE USE 0F FELT PAPER |S PROHIBITED. � ` � � -INSTALL PERMANENT 2xCONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12TEMPORARY BRACING SHORING OF PROVIDE STABILITY DUR|NG � ASINDICATED ONTRUSS SHOP DRAWINGS &8CGi-83- W CONSTRUCTION SHALL BETHE RESPONSIBILITY OFTHE CONTRACTOR ' (^T^BRACING MAY BEUSED |'-LO ^pEN�NENTCLB|F|TEXTENDSM|N08'&OFTHETRUSS ' � - o- 13. DDNOT APPLY UNIFORM LOADS T(]MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCS| -83). (7) CONCENTRATED LOADS FOR � DAYS. PER CODE ACI 318. LATEST EDITION 5111 -AT RAISED HEEL TRUSSES,BOTTOM D NV HEEL � 14. DURING CONCRETE POURG, GCTOAOE(]UATELYVIBRATE THE FILLED CELL �� 12d TOENAILS SHEATHING RAISED TRUSS ' '� . u��m �� ' `�- EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE |FHEEL HEIGHT |SLESS THAN 12" TALL: 2x48YP#2 . ' � ' ' ' ' -- -� CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TDBOTTOM ACROSS MAX 4TRUSSES, THEN »��� ~���«� BOTTOM n]TOP wWC812dNAILS ATEACH TRUSS MEMBER (�AG0NALBRACING) � '^ ' ''�� ' ' '-U ��� UUJ ��:�;z `` 1. WOOD CONSTRUCTION SHALL CONFORM TOTHE NFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CON8TRUCT|ON".LATEST EO|T0N.(NOB) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BESPRUCE- PINE -FIR OREQUIVALENT. NO. 2GRADE SHALL BEUSED REGARDLESS OFSPECIES U.N.O. ONFRAMING PLANS DRDETAILS. END -JOINTED LUMBER |8NOT PERMITTED TOBEUSED |NANY LOAD BEARING (GRAVITY ORWIND) CONDITIONS. E.O.R.T{} REVIEW |F INSTALLED. ' 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OFPRESERVATIVE-TREATED WOOD SHALL 8ETREATED |NTHE FIELD |NACCORDANCE WITH /AW9AM4. 4. THE PORTIONS OFGLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OFABUILDING OROTHER STRUCTURE AND ARE EXPOSED T{)WEATHER AND NOT PROPERLY PROTECTED BYAROOF, EAVEORSIMILAR COVERING SHALL BEPRESSURE TREATED WITH PRESERVATIVE, ORBEMANUFACTUNEOFROK8 NATURALLY DURABLE ORPRESERVATIVE-TREATED WOOD. 5. ALL LUMBER SPECIFIED ONDRAWINGS |SINTENDED FOR DRY USE ONLY (MOISTURE CONTENT 1096ORLESG).U.N.O.ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OFTHE CONTRACTOR AND ARE TOBE DESIGNED AND DETAILED BYOTHERS. 8. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES |NTHE CENTER DFTHE STUD UPTO1"DIA. SHALL HAVE STUD PROTECTION GHE|LO8.ALL HOLES OVER 1"!NDIA FOR PLUMBING LINES, ETC. SHALL 8EREPAIRED WITH 8|m1PSONHSS3STUD SHOES, TYPU.N.O. 7. MANY OFTHE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TOSTEEL. |T|8THE BUILDER'S RESPONSIBILITY TOVERIFY THE TYPE DFWOOD TREATMENT AND TOSELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ'C.ACQ'O.CBA-AORCA-BREQUIRE HOT -DIPPED GALVANIZED ORSTAINLESS STEEL FASTENERS. DOR SODIUM BORATE (GBX)DOES NOT. 8. ALL EXPOSED WOOD ORWOOD |NCONTACT WITH EARTH, CONCRETE DR MASONRY |GTDBEPRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE|NDIRECT CONTACT WITH CONCRETE OR ` MASONRY, SEAT PLATES SHALL BEPROVIDED ATBEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 1U.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER }GTOHAVE THE MINIMUM DESIGN VALUES A8FOLLOWS: COLUMNS BEAMS STUD E=1.8O0.ODOWin' U.N.O. E=2.00D.00UWin xU.N.O. E=1.5UO.0DUWin vU.N.O. Fb=250O Fb=3OOO Fh=22OO Ft 1500 Ft 1700 Ft 1500 Fo11=3OOn Fnll=30O0 Fo11=210O Fc =9OO Fc=Q00 Fn=45U Fv=285 Fv=285 Fv=150 WOOD BEARING SURFACES ARE TDBE8YP#2ORBETTER END GRAIN CONO|TiONU.N.O. CEILING CONSTRUCTION UNQORSAGRES|GTANTBOAROF{JR24''O.C.FRAK8|NGUNLESS OTHERWISE SPECIFIED. 2. 60^TYPE "X"GYPSUM BOARD SHALL BEUSED ONCEILING |NGARAGE WHEN LIVING SPACE \GABOVE THE GARAGE. 3. MINIMUM 7/18''OSB. EXPOSURE 1SHEATHING TOTHE UNDERSIDE OFTHE ROOF TRUSSES |NTHE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TDBEBLOCKED SOLID W12X4#2GYP.N1(3)10dTOENAILS EACH END. THE OSB. |GTOBENAILED W/ 8d NAILS @4" D.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 ONTHE ENCLOSED SIDE WITH 1/2 -|NCH (12.7KUW1)GYPSUM BOARD. DIAGONAL BRACING REQUIRED mtLurtnuUm��. � 8. 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 TOTRUSS HANGERS, MELD REPAIR NOTES . `. 1. OMITTED REBAR DRILL A3/4^RYHOLE MIN. GrDEEP ATLOCATION OFOMITTED 'REBAR.AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TOBES|MPGONSTRONG TIE EPDXY OREQ. 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 MANUS SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30''MIN. LAP SPLICE. HOOKS ATTOP OFBAR TOBEMIN. 12BAR D|AMETERG(EXCLUD|N8 BEND). ' 2 ' MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUTVERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'8MAY BEUSED ILO T|MBERSTRANOSFOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S(SEE GEN. STAIR OETSFOR AOO|T'L|NF0j 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BESUBBED v/METAL STUDS |NNON-LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS wl WASHER DRILL & EPDXY w/G|MPQONSET EPDXY @5^MIN EMBED. -1/2"x8"8|K8P8DNT|TENHID THREADED ANCHORS W/L8P1/2WASHER MAY BEUSED ILO 1/2^ J-BOLT.TAPCONFASTENERS MAY BEUSED ILO S|KAPSONT|TENG S. MORTAR JOINTS , -FOR BED JOINTS 1/2"-l", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'O) -FOR HEAD JOINTS GREATER THAN 3/4".GROUT FILL CELL |NBLOCK AFFECTED C}N EA.S|DEOFJOINT. PROVIDE (1)#SVERT. RBNF.|NEA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FNO. HAVE HEAD JOINTS WHICH FALL N/|NTHE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT |GNOT RED'DTOBEEPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OFJOINT AND PROVIDE (1)#5 VERT. RE|NF.|NEA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2".NOFIX |GREQ'OPOUR T|EBEAM&VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1C211-1'1/2''. GROUT FILL FIRST (3)COURSES |NWALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2". CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL . 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM ASS2.GRADE 88.Fy=30KSI. TUBE STEEL (HSS):ASTM A6O0.GRADE B.Fy=48KSI. PIPE STEEL: ASTM A53.TYPE EOR8.Fy= 35KSI. ALL OTHER STRUCTURAL &MISC. STEEL: A38Fy=3GKSI. 2. 8TRUCT,CONNECTIONS: ALL 8TRUOT.BOLTS TOBEA325NU.N.C}.ALL A32SNBOLTS SHALL BEAT''ONU8'T|GHT''CONDITION A8DEFINED |NTHE SPEC. SLIP CRITICAL (GC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TDBEA3O7THREADED ROD 8CONFORM TOA36ORA3O7ANCHOR BOLTS SHALL CONFORM Tr)ASTM F1554ALL BOLTS CAST |NCONCRETE: ASTM A3GDRASTM A,307 SHOP AND FIELD WELDS: E7OXXELECTRODES STEEL RE|NF.TSHOP DVV8STO8E PROVIDED TOEOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y1s"UNO. 3. SUBMIT SHOP OVVQ8INDICATING ALL SHOP AND ERECTION DETAILS INC. PROF|LES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OFPRIMER (COLOR A8DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. ACERTIFIED TESTING AGENCY SHALL 8EENGAGED TOPERFORM INDUSTRY STANDARD INSPECTIONS TOENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROmDED). SUBMIT REPORTS TOARCHITECT AND ENGINEER. ' DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) I 0 VALUE DENOTES SUCTION AREA "~ -� [1 00)z 22.9 28.3 20 20.2 20.2 22.0 26.4 . 19.0 19.0 50 20.8 23.9 ~ fly -- 0 LU WIND PRESSURE/ SUCTION DIAGRAM 5 JO C�155 4 4 ' LZ Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS, 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS c� � (D ^~ 06 ��� Z V) LL D z� _ � 6D _ � I "~ -� [1 00)z - �_ LU � ~~ < � 0. � . z0 ~ fly -- 0 LU ' a: F' ^ z _ I-Mllllru�,] � COPYRIGHT MC[] 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES` [LC Any use, duplication, or transfer of these documents' without the expressed, written consent Cf MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES' LLC is strictly prohibited. ' . . ' (D U13 [1 00)z '� C] ' ' a: F' ^ _ ` ^ ' 1: 0000 F_ LID , -- , 0 F- ^ � �� Of STRUCTURAL ENG: CFG BAD ' ` ' F- -STRUCT: BM ' ' oV _j QC CHECK: cc JOB No. TM - 2151428 ' ' G ' ' W SCALE: AS INDICATED uu , 2'05 �- S COPYRIGHT MC[] 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES` [LC Any use, duplication, or transfer of these documents' without the expressed, written consent Cf MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES' LLC is strictly prohibited. ' . . ' 7c- All FOUNDATION NOTES: W �"— — ROUND TOP; TROWEL 1. PROVIDE MIN. 6 MIL: APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— SMOOTH LAPPED MIN. 6" AND SEALED. Q ' PRIME PIPE W/ RUST 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH INHIBITIVE PRIMER PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL AND FINISH PER (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR Q .Y _ EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. BUILDER DIRECTION F= 6" SCH. 40 STEEL PIPE 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Z ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. p FILLED W/ 2500 psi LAP SPLICES SHALL BE NO LESS THAN 25". Cl) "r. CONCRETE WW, ,'..CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR SLAB PER PLAN 4. RECESSING DOOR SILLS. z 2500 psi CONCRETE O N.' " BASE FOR 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N in EMBEDMENT OZ 0- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE TREATED SUB -GRADE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) PER SPECIFICATIONS .,` `ir ;•;• CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4" OF THE p O THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W 10 W ` Z USE ALTERNATE APPROVED METHOD. H Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. p 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z F1 BOLLARD DETAIL INSTRUCTIONS. a - S2 3/8"=1'-0" 9. NO WOOD STAKES PERMITTED IN FOUNDATION. m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO _ DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS J AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD®,,' 1 i /®�%� W FOOTING STEP DOWN AND CORNER INFORMATION. r`�°`� a N 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURC ° °o o _W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH "' O 1l t�o. Z Z �y o "; La PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION a N Cs: <CC U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS .,y 2 23 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ° ;��° , PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL , p °°o® o°��; ¢ O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO `�® °Ob°°°®® ®°' J J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. / ® W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O A',M R `��a` RA(!IA� �r COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J ° DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 j PSF. �"r✓ O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W� DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEEa C�) STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND I''h FOOTING SIZES PENDING DEPTH OF STEMWALL. O .� (n r r FOOTING SCHEDULE Q' o 0 71100 M ' O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. Iw' EL " Vl ip l l'hll� N _ O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. U LL 0 � O� � O 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. Z O I� 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. O 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. LL Z CK UO Z 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. L.L (D 0 g ¢ (� W n 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z co W z O�W M _� LO lo Ur`! c 4O 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. O z O F O 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Q Q (n 0 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. W z U 0: t� O Q� T J z o C4 SYMBOLS LEGEND 3:1-- Q ~ U_ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.Z ~ W TO TIE BEAM ( 6'-13" O.C. MAX U.N.O.): D LL,J O ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U TO TIE BEAM. 4 z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W O CL2 z (n O Z O ati 11 Z (� w Z J O _ O 0 0�—C13LLI �l0 0000 � C4 o l__ OWE J -_ WQO2 Q W ~ H W W cn In w STRUCTURAL ENG: CFG / BAD U DRAFTING: H -STRUCT: BM QC CHECK: CC (SA l�p��Z JOB No. TM - 2151428 W SCALE: AS INDICATED �OHOWDATE: 01/12/16 ��� (A FOUNDATION PLAN 1/411=11-011 # 1- 2 9 5 S2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8 O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 7'-0" 6-8" 6'-8" 6'-8`' 4'-8" T-2" 2'-4" 3'-4" 3'-8" 3'-10.. 4'-4" T-4" 1'-8" BO (V 0/ IIZZ I9 3'-8" 5'-011 4'-411 4'-8" 5'-011 �.w. _40 o 0, 1 O, O O - i^ _, clN N \/ 5'-0" 4'-8" 10 r 40 00, 4*0 0 ih O — — _.... ....... - . ----- ■ 8'-4" 4'4" 4'-0" 4'41 4'-0" 4'-0" -2'4' 7--01' T-4" 6'-8" 6'-8" 6'-8" 5'4" 7'-0t, 1'-4" U'R DOWEL PLACEMENT PLAN 1/4"=1'-0" 2 9 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d O 0 N F— z In O F- U w W a � W 0 O U Z m W 0 rr Lt g�� W 'jt Q' o® ,. 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Z iNJ A�� U~O o LLJQ O LU = ..._ U Q z ��IIJf�J z m `" `� U Q z O O O) 11 J z V w Z J O p z Cl) QLL! 0000 � � N m o O J Z o J W LL � W0 _ Fn Q H 2 F— o � W STRUCTURAL ENG: CFG / BAD O DRAFTING: F- I– -STRUCT: BM (n -- J QC CHECK: CC Z JOB No. TM - 2151428 --- - -- w - SCALE: AS INDICATED U) DATE: 01/12/16 W S3 W Q _i z W 0 w �r z a O c F - z W O U w W LOW 0 O U C� z m W O C e004, ee��®e a eeGOw U. % � W o z z CV e • CCo4cc' z Cie o WS11 SD5 �, �,� ` .��°ep, Q 1 0 o eo eee�m: eee J O _ _ ��` Q*° '" J a CD_. a" A ^ :1 U LL tai, tai. tai tai o o LL LL LL LL � uo.. U_ ....... LL ILL U_ tai LL U LL LL � U_ LL u- u O �� �«;,;+ 'S �— r r r r N N N N Cl) `V' �I' � .. �cf}- CD Cfl CD fes. I� 0� O O e- J05 r,.I MDo3 1 L ._ --I C N SD2. WS10 J06 w SID r/.. J07 0 Q1 WS10 1 z SD5 _ _ z z J07 �y Q 'O � - 0 _j J07W LP BW1 // _ J20 Q U BW4 /// VO ■ �y' F12 H2x8 BW 4 SD6 WS15 J20 p cn A SI SD6 z O BW1 BW1 A = = J20 0) A H2x8 O F 3 2x6 #2 SYP CONT. LEDGER TO 4L WF15 J20 d Z ■ — COMBO TRUSS UNDER 2nd FLOOR V I H2x8 WALL W/ (2) 16d NAILS @ 4" O.C. r SD w [� CC J04 MD03 BW2 J20 U C.. ZU' WS11 LD04 SD2 \ Cn J J04 SD5 8D6 W J o� g SIM 2x12 #2 SYP LEDGER W/ (5) J20 1/4"x3-1/2" SIMPSON SDS SCREWS `. B Q Z 06 W z rn w q TO THE VERTICAL OF EACH F01 U' `—Ut c J04 FLOOR TRUSS @ 24" O.C. _ OA J GE03 U_ O z � p do�� WF16 LD02 SD3 O Q J a— +- n J04 SD6 S134J20[� F 9 O� g g v LL O Q M U)Ig W E O °w 0 X6�� SD6 0 O � J03 WF12 J20 ® L- BW2 z O 0� O J02� LL - _ (� 1 • J20 w J 2 LU Nt 'n m No p = U) U_ U �.�. 11 U_ U_ U � N M O a �Q- O o o Cl) 0 0 0 0 0 o a o m y U WF02 WS11 av o' a: a: �0S Q SD6 SD5 z MD03 0 SD2 Lwn O CL Url z m ° Q Z p O a) J H o z O W z 0 F_ O _j ° � Q LLJ W O U) 0000 Lin N m o O J Ly LL LEI 0 z LU Q0= W O H 2 H o � w ry =) STRUCTURAL ENG: CFG / BAD' U DRAFTING: I- F--STRUCT: BM - - J QC CHECK: CC P: JOB No. TM - 2151428 FIR T FL R F M LAN z S 00 R� � N � P �u1i_D1N � SCALE: AS INDICATED (n DATE: 01/12/16 W 1/4"=1'-0"13ANFORD 0� °pal.rN``� I- S 4 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK 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. 1160If p H3.5x9.25 BW3 16" ADJUST AS REQ'D TO MISS STUDS OR WOLMANIZED. 3rd. PT. H5.5x11.25 BW4 ATTACH KING STUD TO HEADER w/(12) (3)12d TOENAILS (3)12d TOENAILS N MID -SPAN 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND 12 OR ENDNAILS OR ENDNAILS UPLIFT AT EXT LOCATIONS INCLUDE (3)12d TOENAILS JACKS @ EA. END KINGS @ EA. END BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 2 BW6 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160If p 3rd. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET 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 AT 2 STORY CONDITIONS. SEE 2ND (10) 10d NAILS B3.5x11.875 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od l SCALE: AS INDICATED F8 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, YZ" THREADED ROD w/ MIN 7" EMBED (OR 7" 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 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) <8>(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 H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK 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 WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 16d NAILS MIN. 7"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 OPENING SIZE SEE PLAN FOR WALL WIDTH AT EXT LOCATIONS INCLUDE (3)12d TOENAILS 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 AT 2 STORY CONDITIONS. SEE 2ND COLUMN SCHEDULE A O (2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN <8>(2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST J O 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 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. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. OS 7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. O O 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 WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)E" EPDXY ANCHORS w/ MIN. 7"EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAI L GENERAL DIAMETER/ LENGTH 8dl .131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32' 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 I PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 META16 w/(7) 10dx12" NAILS OR WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x22" El TAPCONS META20 w/(7) 1 O x 121" NAILS ( ) 2 FRAME TO CMU 1450 1450 2 META16 OR 2 META20 O O TOBEAM: SIMP. HUC410 w/(18)16d & R (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply TRUSS (12) 16d x 1z" NAILS PLATE (2)ply 1900 (2)ply 1900 H1OA w/(18)1Od x 1 ' NAILS OR H10A 1015 H10A 1340 3 (2)ply TRUSS H1OA-2 w/(18) 1 O x 13" NAILS FRAME TO FRAME H10A-2 1070 H1OA-2 1245 (10) 10d NAILS B2x12 WITH 1/2" FLITCH HTS20 w/(24)1Od x 13' NAILS PLATE NAILS & (18)4"x24" TAPCONS 4 ON MASONRY: SIMP. META16 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS FRAME TO FRAME. 1245 1450 1- z TO BEAM: SIMP. HUC410 w/(18)16d & (2)HTS20 w/(24)1Od x 12" NAILS (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)FRAME TO FRAME 2490 2900 ElH2. 5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 -STRUCT: BM MTS 12 w/(14)1Od x 11" NAILS FRAME TO FRAME 860 1000 (10) 10d NAILS B3.5x11.875 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od l SCALE: AS INDICATED F8 MGT w/(22)10d e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5"EMBEDMENT of TO BEAM: SIMP. HUC410 w/(18)16d & HTT4 w/(18)16d x 22" NAILS & E" EPDXY ANCHOR WSIMP. FRAME TO CMU 3640 4235 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od SET EPDXY MIN. 7" EMBEDMENT NAILS & (18)4"xA" TAPCONS v 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 62$0 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL EPDXY MIN. 5" EMBEDMENT o N * NAIL TOGETHER USING (3) ROWS OF 12d NAILS 11 HTSM16 w/(8)1Od NAILS (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)1Od 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 18 LTT206 w/(10) 10d NAILS & E" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/E" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 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 'GIRDER TO COL./ BEA 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 H1OA-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. C O 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 LLI TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS 11 (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 TOBEAM: 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"x24" TAPCONS ' ON MASONRY: SIMP. META16 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 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 1- z TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS STRUCTURAL ENG: CFG / BAD w D ON MASONRY: SIMP. META16 ) TO POST: SIMP. HTS20 OR LSTA18 -STRUCT: BM TO BEAM: SIMP. HUC410 w/(18)16d & QC CHECK: CC (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od l SCALE: AS INDICATED NAILS & (18)4'x24' TAPCONS DATE: 01/12/16 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 of 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)1Od NAILS & (18)4"xA" TAPCONS v ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL o N * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACFt SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 63.5x20 (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 12d NAILS @ 6 o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING WEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING U O G WALLS 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 BOTTOM CHORD' 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HA�- CONSTRUCTION PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECOTHERWISE AN ENGIN RED LAY T HA EN TEE OU SBE DE ERMINED BUT PRIOR TO OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW' AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL 1S REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD, 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 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" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, 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 INST iL LONG WITH DIMENSTIONS NOT SHOWN HERE. 16 295 NOTES & CONNECTOR LEGEND HEADER CONSTRUCTION AND CONNECTIONS FLOOR NOTES FOR MORE INFO. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _...�..,_ 1/4"= 1 1-011 '� S4.1 U 00 LLI Z 0 C7 11 r Z F- O J 0 COaUj Oo`n0 ' O M N 0 J J Z 0 1- z O H ~ STRUCTURAL ENG: CFG / BAD w D DRAFTING: ) -STRUCT: BM QC CHECK: CC va LU = JOB No. TM - 2151428 l SCALE: AS INDICATED DATE: 01/12/16 of v Z O o N z O E U w W LOLU O O U (D z J m W O � e• , C, •°e�� � � CVS •,�* ,. o � W 0 6 : o W ! ...✓! ` c� z z U_ F� �o ® 0i "z - oil '� J , s '� S4.1 U 00 Z 0 C7 11 r Z F- O J 0 COaUj Oo`n0 ' o 0 M N 0 J Z 0 O H ~ STRUCTURAL ENG: CFG / BAD DRAFTING: ) -STRUCT: BM QC CHECK: CC = JOB No. TM - 2151428 l SCALE: AS INDICATED DATE: 01/12/16 '� S4.1 STANDARD 2ND FLOOR FRAMING NOTES. w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" h- OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Z W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR ' z SHEATHING IS NOT CONTINUOUS) 'It 0 o _ N 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z O � U w W EXTERIOR FRAME WALL f- o SCHEDULE W p (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES Z p- - -- -- -- WALL HEIGHT STUD &SPECIES SPACING SPACINGINTERIOR ZONE END ZONE 5 8'-0 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX o W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 1 C. MAXLL /�r� 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C.d„•to••o,® • UL � ® •, d a WSO4 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12' O.C. MAX � �.6� :mss �� NtY SD5 w I�® m aw • �t' • z z EXTERIOR FRAME WALL NOTES VZ cc,Lo< WSO4F 0� J A 4 B ® Ie •••®� A 4 SD5 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED ®/• °'t�epas "� g p_ y o o ti Oo ti`RgQ Q O00 00 00 o N M M co co Cl) Cl) N TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR O O O CoWW ry REQUIRED STUD SPACING LU J08, J09 J10 J11 J11 J10 J09 J08 2 SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS HA LL & NAILING PATTERN. O 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF Q SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR, REVIEW OF EXTERIOR STUDS cn 3. IF WALL IS FRAMED WITH 2X6 STUDS OR LARGER, STUDS ARE TO BE w r 44RC1 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. O o 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U z_ i FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Z Q C' c O C6 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B w r -"" S U " A LL. O��M.' Z O Q , ps J20 O IL L J20 z J20 .J U5 J is g 0 V) J20 p �S F- Z WWMr N Os o (/) V Q STRAPS REQ'D F n1 O 4.5 Z Z 8 Si o" SIM -NO FLOOR J20 SYSTEM BELOW O C— Q��P — C � RX gn J20 GE03 Z Z' w E SD3 � U X W J20 _ <C4 f- Wz U_ N io STRAPS REQ'D H _j O a J20 i— SIM -NO FLOOR O 0 SYSTEM BELOW J08 U F-0� - J20 Q W LL O = �p 00 rn o 00 00 00 00 rn .- .r 06, Q Wz SO4 4 F SD5 WSO4 W 4 A SD5 p a z m Lj 0 Q Z O O 11 J I— , p n � z V r LU Z J O O W <LLI W L. 0 1 U) 0000 N m 1.—O Zo W zWZ Op H 2 F_w p Cr U) LU STRUCTURAL ENG: CFG / BAD O DRAFTING: STRUCT:CO BM QC CHECK: CC dVlt_D�N� JOB No. TM - 2151428ZCI SCALE: AS INDICATED DROOF FRAMING PLAN SAPO�� -. .. . 11 - - _. U DATE: 01/12/16 USA LU 1/4"=1 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 16 - 29 5 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W _ SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 d. q.. _F BEND 0 LENGTH , AP BEND 0 LENGTH ° . NO -SHEAR WALL T OPENING rrArr TYPI AL SHEAR WA L SEGMENT rrArr rrBrr licit 4' #3 4 41/4 7 PRECAST LINTEL LOAD TABLE I 41/4 GENERAL CONCRETE LINTEL SCHEDULE 18 #4 21/2 5 5/8 91/2 20 4 .. 55/8 121/2 ° #5 31/8 CONTRACTOR TO AT CORNERS PRECAST'v" METAL LATH OR 7 151/2 30 #6 33/4 81/16 14 30 1 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 1 51/4 913/16 213/4 42 VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN O LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: d. W IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL L a OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO QTYPICAL LU d V STANDARD LINTELS PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TRUSS ANCHOR PER PLAN STRUCTURAL ENG: STANDARD LINTEL NOTE.? 0 - CLEAR OPENING 8"UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-113/81732-0 B FLOOR CORNER AS REQ'D INDICATED IN (SHEET METAL & a .• .. n P` 7 — 3)/2" 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. ( ') #5 TO BE '; PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS AR NG MIN 3' 10" HOOK a: % ° -STRUCT: BM 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO ''. PROHIBITED) ' NOT REQUIRED TO BE FILLED 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q QC CHECK CC A4 ° a V1LD Q F— 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 Z SIDE VERTICALS LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Z AS INDICATED W DATE: 01/12/16 2'-8" 1343 2693/ 2561 6113 / 3820 8974/5961 10000/8107 31-2" 1217 2165/1969 6113/2931 8672/4576 10000 / 6224 44 4 . d d BEARING EA END 8" BE p c 'I ~ = SCALE: 3/4" T-0" �i s - 295 � °— 'a" ° — ° d °' —�— .'A +� '— ... W ~ TYP. BOND BEA 8 x 8 x 16 K.O. LINTEL 4. LINTEL MIN. DEPTHS CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN f/) w " 3 -4 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 °'`° ° d ..., ° BLOCK FILL w/ 3000 psi CONC. w/ 1 #5 DIA. a ° ' e : d p O ARE ° ° .;A ° ° ° 'd ° ° REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 ° :Jd ° ° ' 4' •' ' 1 ° 1° . a O LL ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. ENGINE � Z O rr 5 -2 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 a Z 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N F, T-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390/ 3302 A c n 9 .d d N a :CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Z (L I I ll f d 14 la z w ADEQUATE FOR THE LOADS. O V-0" 354 726./699 1843/1625 3486/2255 6205/2885 d. °., ° 1. N 9'-21 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 6. G.G. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS ~ O 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 , ; °4_'° SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 Q �, " 4 C�' I a° rte. -1 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = W 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 J ROUGH OPENING PER PLAN °I� =° — 4 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL U) 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 0�LW d '. ' ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS w 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 a d ° d O ° �' d ° I °. o '. #5 DIA. REBAR 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 T . W _ 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS Z 16-0" 0 284/0 950/0 1379/0 1997/0 p 181-0" 0 211/0 750/0 1177/0 1676/0 1 • fC PRECAST LINTELS = 3500 PSI. Z 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. fc PRESTRESSED LINTELS= 6000 psi. m W O 20'-011 0 180/0 1 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ¢ ry ° 4' 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMP SIVE SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 d. q.. _F BEND 0 LENGTH , AP BEND 0 LENGTH ° . NO -SHEAR WALL T OPENING rrArr TYPI AL SHEAR WA L SEGMENT rrArr rrBrr licit 4' #3 4 41/4 7 v I 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 4 .. 55/8 121/2 ° #5 31/8 7 113/4 25 4 7 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS Z 16-0" 0 284/0 950/0 1379/0 1997/0 p 181-0" 0 211/0 750/0 1177/0 1676/0 1 • fC PRECAST LINTELS = 3500 PSI. Z 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. fc PRESTRESSED LINTELS= 6000 psi. m W O 20'-011 0 180/0 1 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ¢ ry ° 4' 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMP SIVE 22'-8" 0 110/0 450/0 824 / 0 1147 / 0 STRENGTH = 1900 PSL O 8u x 8" x 16" CMU U.N.O. � %j%1111111111 r RECESSED LINTELS -FILLED w' r� iy 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a�% �`, w 'Cr INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB I ® sees° ��a�°� p d, BEAM w/ (1) #5 BAR W/ 3000 psi CONE. SEE 2'_4" 1694/1694 3725/3280 5499/5421 „�7 •s•° °•ssPt+� F += cv 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. •® a 4. • ° ° . MD08/S5 FOR LAP INFO. r_ rr I I 2-8 125/425 3743/3280 4933/4933 LINTEL DESIGNATION SCHEDULE ry� Z q �`®�.po °a �Z z PROVIDE CLEAN OUT OPENING @ GROUT 3 0 1230/1230 2 69 2769 4085/4085 �s Z SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 d. q.. _F BEND 0 LENGTH , AP BEND 0 LENGTH ° . NO -SHEAR WALL T OPENING rrArr TYPI AL SHEAR WA L SEGMENT rrArr rrBrr licit 4' #3 17/8 41/4 7 15 I 22'-8" 0 110/0 450/0 824 / 0 1147 / 0 STRENGTH = 1900 PSL O 8u x 8" x 16" CMU U.N.O. � %j%1111111111 r RECESSED LINTELS -FILLED w' r� iy 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE a�% �`, w 'Cr INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB I ® sees° ��a�°� p d, BEAM w/ (1) #5 BAR W/ 3000 psi CONE. SEE 2'_4" 1694/1694 3725/3280 5499/5421 „�7 •s•° °•ssPt+� F += cv 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. •® a 4. • ° ° . MD08/S5 FOR LAP INFO. r_ rr I I 2-8 125/425 3743/3280 4933/4933 LINTEL DESIGNATION SCHEDULE ry� Z q �`®�.po °a �Z z PROVIDE CLEAN OUT OPENING @ GROUT 3 0 1230/1230 2 69 2769 4085/4085 �s Z FILLED CELL AND REBAR (TYP). MORTAR T-4" 1081/920 2769/1716 4085/2839 e LINTEL F =FILLED WITH GROUT / : �� ��: H � U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 MARK U = UNFILLED R = RECESSED 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS avo' Q QUANTITY OF #5 REBAR @ ° .• `'® ❑ SEE FOUNDATION FOR FOOTING 7 4 480 / 322 1334 / 1334 1964 / 1552 0 8RF6-1 B/1T $ F 6-1 B/� T BOTTOM OF LINTEL CAVITY ,°••e •°��a,yR J O ® P 8'-4" 1 415/235 1152/1152 1694/1552 O 8F8-1B/1TH r' w "DOTYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP O �!aw�a 1 FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER _j �� �� � 8RF14-1B/1T NOMINAL HEIGHT -� SCALE: 3/4" = T-0" ) O Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O NOMINAL WIDTH = 13) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T TYPE DESIGNATION° 0 8RF14-OB/1T v7 O 8F16-0B/1T 1-1/2" CLEAR� ' O .. c 8F20-1B/1T _jC� - ". U O _ -r #5 REBAR AT TOP MIN. (1) REQ'D Z 0" 8F20-0B/1T U — O ¢ O 8RF22-1 B/1 T o g GROUT " L6 0 #5 REBAR AT BOTTOM OF LINTEL H O w O 8F24-1B/1T _ + v (0 CAVITY 8RF22-OB/1T ---�I` BOTTOM REINFORCING PROVIDEDI Ilil4ll' U 0 O 7-5/8" ACTUAL IN LINTEL (VARIES) LL SEE PLAN FOR TOP OF WALL AND LINTEL INFO M 8F24-0B/1T 8" NOMINAL WIDTH o 0 N FILLED , O 8RF30-16/1T O 4: T P - " ,.A -1 1-1/2 CLEAR .. 8F32 B/1 T 0 eLINTEL PER PLAN F_ — O TT .7 7- a1, ; , , , ,•! D OB/1T _ z R RF30 8 J ¢_ W w •-`,'%, ..�; _ ....... .......... ....._-------'- — .-....-...._.... ', : " . •: tis #5 REBAR AT TOP MIN. (1) REQ'D � TRANSOM OPENING s 8F32 -OB/1T Q Q z C.M.U.CMUU �, 0 8F38 -1 B/1 T °° C7 V n ��FRAME INFILL AROUI ,'»; , �, p o "' O J 8 to WINDOW BY BUILDER a SEE FOUNDATION O u 8F12 -16/1T z W °''-N • SEE WF01/SD2 FOR :.:'.: ' '' p © z w M n / PLAN FOR FILLED CELL - O m INFO. MIN. 1 IS REQ'D o� MORE INFO \ O E BOTTOM REINFORCING PROVIDED ¢ O O 8F40 -1 B/1 T N j ON EITHER SIDE U.N.O. 7-5/8* ACTUAL IN LINTEL (VARIES) U' a c :j w 8F28 -1B/1T .` 8rr NOMINAL WIDTH p � Z 0F:0 O F- N h Z J V) �Z 0 81`40 -0B/1T UNFILLED o = a g 2 2X8 WOOD HEADER O C J z<4C �� 0 Uj . ':`_---TURNED SIDEWAYS.. � w .: :' •' FIRST PLY 2X8 TO o w O ,. . I- ��� ,..: v1`- 1-1/2 CLEAR 2 Q F= r MASONRY WALL W/ P z • DOOR OPENING .: , SIMPSON HUS26 HANGER _ _ �, _ -� 4 _ z 1,. .. W Z � o = MIN. 28° C, rn , �!' D a ❑... #5. REBAR AT TOP MIN. (1) REQ'D �- J p @ EA. END. W/ (6) 3/16 Ox M D O W ¢ J w F-- O ., O ... 1-3/4" TAPCONS INTO `- ❑ U) w <d"TOP Li MASONRY & (4) 10d X11 � 0 �LU j U 4 COURSE KNOCK OUT/ LINTEL BLOCK 1/2 NAILS INTO HEADER. F- X [Y ¢ LU 2ND PLY TO 1ST PLY W/ O O m Q#5 REBAR AT BOTTOM MIN. (1) LIJ 10d STAGGERED @ 6 O.C. REQ'D O _ EW-- 16 GA. POWERS STEEL BOXED U 8'-4" 64" O z 7-5/8" ACTUAL LINTEL Q 4�D�OLINTEL W/ TRANSOM DETAIL J8" NOMINAL WIDTH z SCALE: 3/4" _ V-0" IPOWERS STEEL 0 IL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 d. q.. _F BEND 0 LENGTH , AP BEND 0 LENGTH LAP SPLICE rrArr "Bit licit rrDrr rrArr rrBrr licit 4' #3 17/8 41/4 7 15 I 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 4 .. 55/8 121/2 24 #5 31/8 7 113/4 25 4 7 FILLED CELL AND REBAR (TYP). MORTAR T-4" 1081/920 2769/1716 4085/2839 e LINTEL F =FILLED WITH GROUT / : �� ��: H � U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 MARK U = UNFILLED R = RECESSED 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS avo' Q QUANTITY OF #5 REBAR @ ° .• `'® ❑ SEE FOUNDATION FOR FOOTING 7 4 480 / 322 1334 / 1334 1964 / 1552 0 8RF6-1 B/1T $ F 6-1 B/� T BOTTOM OF LINTEL CAVITY ,°••e •°��a,yR J O ® P 8'-4" 1 415/235 1152/1152 1694/1552 O 8F8-1B/1TH r' w "DOTYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP O �!aw�a 1 FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER _j �� �� � 8RF14-1B/1T NOMINAL HEIGHT -� SCALE: 3/4" = T-0" ) O Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O NOMINAL WIDTH = 13) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T TYPE DESIGNATION° 0 8RF14-OB/1T v7 O 8F16-0B/1T 1-1/2" CLEAR� ' O .. c 8F20-1B/1T _jC� - ". U O _ -r #5 REBAR AT TOP MIN. (1) REQ'D Z 0" 8F20-0B/1T U — O ¢ O 8RF22-1 B/1 T o g GROUT " L6 0 #5 REBAR AT BOTTOM OF LINTEL H O w O 8F24-1B/1T _ + v (0 CAVITY 8RF22-OB/1T ---�I` BOTTOM REINFORCING PROVIDEDI Ilil4ll' U 0 O 7-5/8" ACTUAL IN LINTEL (VARIES) LL SEE PLAN FOR TOP OF WALL AND LINTEL INFO M 8F24-0B/1T 8" NOMINAL WIDTH o 0 N FILLED , O 8RF30-16/1T O 4: T P - " ,.A -1 1-1/2 CLEAR .. 8F32 B/1 T 0 eLINTEL PER PLAN F_ — O TT .7 7- a1, ; , , , ,•! D OB/1T _ z R RF30 8 J ¢_ W w •-`,'%, ..�; _ ....... .......... ....._-------'- — .-....-...._.... ', : " . •: tis #5 REBAR AT TOP MIN. (1) REQ'D � TRANSOM OPENING s 8F32 -OB/1T Q Q z C.M.U.CMUU �, 0 8F38 -1 B/1 T °° C7 V n ��FRAME INFILL AROUI ,'»; , �, p o "' O J 8 to WINDOW BY BUILDER a SEE FOUNDATION O u 8F12 -16/1T z W °''-N • SEE WF01/SD2 FOR :.:'.: ' '' p © z w M n / PLAN FOR FILLED CELL - O m INFO. MIN. 1 IS REQ'D o� MORE INFO \ O E BOTTOM REINFORCING PROVIDED ¢ O O 8F40 -1 B/1 T N j ON EITHER SIDE U.N.O. 7-5/8* ACTUAL IN LINTEL (VARIES) U' a c :j w 8F28 -1B/1T .` 8rr NOMINAL WIDTH p � Z 0F:0 O F- N h Z J V) �Z 0 81`40 -0B/1T UNFILLED o = a g 2 2X8 WOOD HEADER O C J z<4C �� 0 Uj . ':`_---TURNED SIDEWAYS.. � w .: :' •' FIRST PLY 2X8 TO o w O ,. . I- ��� ,..: v1`- 1-1/2 CLEAR 2 Q F= r MASONRY WALL W/ P z • DOOR OPENING .: , SIMPSON HUS26 HANGER _ _ �, _ -� 4 _ z 1,. .. W Z � o = MIN. 28° C, rn , �!' D a ❑... #5. REBAR AT TOP MIN. (1) REQ'D �- J p @ EA. END. W/ (6) 3/16 Ox M D O W ¢ J w F-- O ., O ... 1-3/4" TAPCONS INTO `- ❑ U) w <d"TOP Li MASONRY & (4) 10d X11 � 0 �LU j U 4 COURSE KNOCK OUT/ LINTEL BLOCK 1/2 NAILS INTO HEADER. F- X [Y ¢ LU 2ND PLY TO 1ST PLY W/ O O m Q#5 REBAR AT BOTTOM MIN. (1) LIJ 10d STAGGERED @ 6 O.C. REQ'D O _ EW-- 16 GA. POWERS STEEL BOXED U 8'-4" 64" O z 7-5/8" ACTUAL LINTEL Q 4�D�OLINTEL W/ TRANSOM DETAIL J8" NOMINAL WIDTH z SCALE: 3/4" _ V-0" IPOWERS STEEL 0 IL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE rrArr "Bit licit rrDrr rrArr rrBrr licit rrDrr #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 1 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 1 51/4 913/16 213/4 42 SAFE LOAD TABLE NOTES Z 'S 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 6-1/211. SAFE LOADS FOR ALL Z SUPPORT. RECESSED LINTELS BASED ON 4" NOMINAL BEARING. O O 2. 0 NOT RATED. ❑Z � " 11 1/$ -'I 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NE XT LOWER HGT. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED, ALLOWABLE LOAD ON THE SECTION SPECIFIED. LU Z f- 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR LU Z J O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LLI 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F— O J ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. L LL1 O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. Z NW � Q Y d L INTEL PLA N 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D AWAY FROM THE FACE OF 2 LO 0 00 O 'S SUPPORT. .. m " 11 1/$ -'I 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NE XT LOWER HGT. LU Z e d 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LLI LU C) LL1 O d O d d. W p#3=2Y2 a 4 #4 = 2 Y2 LU d V #5 STRUCTURAL ENG: CFG /BAD - RAFTING. a .• .. n P` 7 — 3)/2" a a: % ° -STRUCT: BM e rrBrr QC CHECK CC A4 ° a V1LD Q F— JOB No. TM - 2151428 Z LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SAND w ❑ SCALE: AS INDICATED W DATE: 01/12/16 D08 REBAR SPLICE DETAIL U) _ c 'I ~ = SCALE: 3/4" T-0" �i s - 295 � V _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM SPLICE TO (1) #5 FROM FTG. TO IF BRG: WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO 1/2" J -BOLT W/ MIN: 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT I'� BE MIN. 25" GROUT 4 PA� / ST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID REQ'D BELOW I. MIN 4" MASONRY WALL v MASONRY WALL ° w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" i SEE PLAN LI SEE PLAN I ¢ FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. CONC. SLAB PER Q -- -- -- - - - - I� w > FOUNDATION PLAN m 2 --- CONC. SLAB PER Z CONCRETE SLAB PER CONCRETE SLAB PER II z CONCRETE SLAB PER w FOUNDATION PLAN w FOUNDATION PLAN I° FOUNDATION PLAN > - s g FOUNDATION PLAN g z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATELU Cr I LL aa. W > w I. VARIES w CL 0- SEE PLAN .' I. w m m a° aa: 4 a' I 4 A° '.a •d. .'A 4 _ d g °.. d ° d° .° e. ° d 4., �4 . • 11 d..� .a° '. '°° .I'n' bo O m .. — a'.. ° ° Q 4 �. 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MASONRY CURB. . ®� 1616® cam+ Z Z • @ ELEV. 0r -0,r w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ;" ® I < - � CONT. BAR v cJ Fe '°`� STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS SLOPED GROUT TO w� ' ' 0: ¢ DRAIN °. MASONRY WALL ��;• "� Q OPTIONAL CURB BY A ° BUILDER MIN. 24" BEFORE I°.I A d° �° M SEE PLAN I °� ;0®1696•• �CJ a _j O CONC. SLAB PER ANOTHER STEP I CONC. SLAB PER (1) #5 FROM FTG. TO LL II z 8x12 THICKENED ° I 4a SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" O ap CONC. SLAB PER FOUNDATION PLAN A SPLICE GROUT CELL �e SLAB w/ (1) #5 CONT. I � � 8° w #5 CONT. PER MFG FOUNDATION PLAN w/ 3" COVER TYP. �.p I Ie " . SOLID PER S Q a. • a W a ° d o. d a� fOUNDATCION PLAN SEE ' A: R PLAN GRADE w a °� F- 4. �. I',a I *y QUANTITY 0 — — FOR UAN Y `�+ I' a, ° I = — = I — - °° ° A �'� �. w ° �'r4 :.:P...' �r a THRESHOLD PER MFG °d w t ^ v° III III —I I I-1 I I—I - _ . ° 'd — _ A — z ° .I a17 Ir ..� �4� d .. #5 x 25" x 25" CORNER a .a . ° p -� C)/Y _ ° . , , ° - cn ° a a 'd ■ 4 _ - ',!i'Vi'il' �i� 4. — - - 1° A AL I ' 4 ; 4 . .. ° e I' BAR, ONE FOR EA w i`= —T<n a.p - -I r 4,h1y., N a " d '. a.. aI HORIZONTAL CONC. SLAB PER U I i °` a - I -I iI F-' O o I I; I I ° : ° —� ° a REBAR TYP. U.N.O. U z a — 8 4 I I ISI I I— I I = a , a - A ° FOUNDATION PLAN ISI ISI ISI 1 n w r _ . �.r �q� �. .a . a Q I .—._ I ° ar.'ri..� °� �' 4. ° ! M —I I I I 11— —1 I -- — ;III Q 0 4° I a.. n .. �� I —I I I—I I _I I .. I I—III—•—III w Q e d �`o _ I I I w .. ° I 4 a III —III -1 I I—' a �.' " ,. MIN M. A . a .. � .......a m (2) #5 BARS CONT. —III=III=I I I� III--- M W I _ _ _ °A .. , : ' --- SLOPE W/ 3 COVER TYP.; @ 1'-4" '.d 4 > 1 i I I(—III—I I I (2) #5 CONT. w/ 3" p ' ¢. a O — �� 16" MIN. --- - COVER TYP. A . G — = I _ — I 2 -STORY CONDITION w 1'-4" �— 2 #5 BARS CONT. U (2) #5 CONT. w/ 3 PER MFG •'. ' (3) #5 BARS w/ 20 W/ 3" COVER TYP. M COVER TYP. -) I I—) I — I I—I Iil (2) #5 BENT BARS w/ OR GRADE 1/4" PER WIDE FOOTING CLEAN COMPACTED U CLEAN COMPACTED MIN. 25 LAP SPLICE FOOT AWAY FROMo w� FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD O Z WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4' WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY z _ _ FILLER O I FO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE fiFO TYPICAL STEP FOOTING DETAIL A171'�TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11)�EXTERIOR DOOR POURED SILL AF1'�FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" 3/4"=V-0rr 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" [L U) - VJ I-- Z FILLED CELL PER PLAN WOOD POST PER PLAN Cry I— LIJ FOR SIZE AND BASE CONNECTION g it------{*r 4 0 W 0 TOP COURSE TO BE U) 0 < � j <06 GARAGE I CHAIR BLOCKS. O Z -------� ENTIRE BASE TO BE Z z. -~.I FILLED SOLID O O TOP VIEW CORNER SEE ELEVATION a _ z o 3 NC. 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SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE o � TOP (2) #5 x 4'-0° z r CENTERED AT PIPE PVC OR SCH40 SLEEVE Lu Z Z O PENETRATION 0 J LV °.• 4 'a ' Z 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE _ __ —7 114 --� Y FINISH PER ELEV. CENTERED AT PIPE 1— I —1 I ( I 2 O 00 0 8" C.M.U. FINISH PER PENETRATION (� III I I --I I LO FINISH FLOOR ELEV. -) I Z — ° . a ==I I N m FINISH FLOOR - I_ .4 :. IT 4 I it I- OJ Z o PENETRATING _ d I I =I 1- � b O �.... J W LL. GRADE PIPE PENETRATING PIPE I; I 11— I I III-) I I=I 11= I I-- Z w > O d _ SEE FDN. _ C7 O Q _ O d PLAN FOR I -I. I. w II- IH d • LOOP TIE (TYP.) _ _ • :.. o ° ° 4 �° . , a'-'--�,�'•'T SIZE & REINF. �: i' -- 1- I_I=� —I 1=1 1=1I II I : ; ~- Z + . ? .. _I I ...__�_ 11= 1-1 I I� PIPE PERPENDICULAR TO FND W II LI it �- - 999_9 = t 1 - r' • ' a I I=I 1 E _ TOP (2) #5 x 4'-0 — — — I STRUCTURAL ENG: CFG / BAD i FOOTING PER PLAN z — — �_—_— CENTERED AT PIPE %III I I I III III I PVC OR SCH40 SLEEVE � — PENETRATION ? DRAFTING: CLEAN COMPACTED FOOTING PER PLAN — -STR UCT: -- - - BM FILL @ 95% STANDARDI � 1= � _.SEE. FDN PLAN ° U)4 d - - _ _----- -- - - (SIDE VIEW) DENSITY 1� FOR SIZE I I I .. r... •a ¢ QC CHECK: CC PVC SLEEVE - z _ I I ( a . III= (FRONT VIEW) _ _ _ JOB No. TM -215142a &OILDm,, � SCALE: AS INDICATED PIPE VERTICAL THRU FDN 1—I ° Q 1=III- _ _ -1 11-1 a a II I L� w SAf�FC3RD DATE: 01/12/16 —II - I = I=1 NOT USED ��'�rrM�`a � TYPICAL FOUNDATION PENETRATIONS I I—I I T _ D1 3/4"=1'-0" PIPE PARALLEL TO FND #16 _ 29 5 men is co ri hted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC An use; duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ COPYRIGHT MCD 2014: The information contained in this document py g p p y Y P II PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL ANCHOR. (1 st BOLT TO 4" TITENS w/ WASHERS BE 8" MAX. ABV, CURB, 6" FROM TOP AND REST EQ. SPACED BOTTOM AND 12" O.C. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12 O.C. 1 x 2x$ 3/16" x 3" 12" O.C. 2 h 1) #5 VERTICAL IN f 3ROUT FILLED CELL (IF TYPICAL TIE BEAM w/ REQ'D PER PLAN) F d <, 3000 psi CONC. w/(1) #5 BUCK FRAMING INFO -�„ REBAR CONT. gOTE: SEE MD08 ON ' -INTEL PLAN FOR CENTERED 4DDIT'L REBAR INFO . 2x P.T. STUD ANCHOR. (1 st BOLT TO 4" TITENS w/ WASHERS BE 8" MAX. ABV, CURB, 6" FROM TOP AND REST EQ. SPACED BOTTOM AND 12" O.C. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12 O.C. 1 x 2x$ 3/16" x 3" 12" O.C. 2 (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 2x6x12 P.T. CENTER SEE PLAN FOR WALL d <, 3000 psi CONC. w/(1) #5 BUCK FRAMING INFO -�„ REBAR CONT. 3/8" DIA. ANCHOR ' ado. ° STD HOOK CENTERED THREADED ROD PER . 2x P.T. STUD PLAN / BEARING WALL r.�a4 Z SCHEDULE. ONLY TYPICAL FILLED CELL Q REQUIRED WHEN I' w/ 3000 psi CONC. w/(1) BASE PLATE INDICATED ON dq #5 REBAR VERT. GARAGE WALL SCHEDULE. MIN 6" A VERIFY w/ PLAN FOR BEYOND FROM END OF WALL / REQ'D LOCATIONS MASONRY WALL. 4 PROVIDE 1-1/2" x 3/16" CMU WALL PER PLAN 2x6 P.T. BUCK EACH SIDE OF OPENING BLOCKING PER BRG (4) EQ. SPACED" THICK WASHER W/ EA. WALL SCHEDULE BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W ANCHOR. (1 st BOLT TO 4" TITENS w/ WASHERS BE 8" MAX. ABV, CURB, 6" FROM TOP AND REST EQ. SPACED BOTTOM AND 12" O.C. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12 O.C. 1 x 2x$ 3/16" x 3" 12" O.C. 2 FASTEN PT 2x NAILER TITEN HD ANCHORS w/ (5) 3/8" DIA. J -BOLT W/ 0 TO MASONRY NOTES: w ' MIN. 1 a4" EMBED. FOR 5-1/2" EMBED. AT EA. FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' Z HOLLOW BLOCK OR 3 Q ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK IT DOOR BRACKET, EA. BASE PLATE 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N EMBED. FOR SOLID SIDE OF DOOR. CONNECTION PER BRG STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN PROVIDE 1-1/2" x 3/16" WALL SCHEDULE 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C) BLK. MAX. 6" FROM THICK WASHER W/ EA. BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W TOP &BOTTOM OR 4" x O.C. @ EACH SUCCESSIVE BUCK = ANCHOR. (1 st BOLT TO 4" TITENS w/ WASHERS BE 8" MAX. ABV, CURB, 6" FROM TOP AND REST EQ. SPACED BOTTOM AND 12" O.C. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. PRE -CAST LINTEL PER W PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12 O.C. 1 x 2x$ 3/16" x 3" 12" O.C. 2 i w FASTEN PT 2x NAILER 0 TO MASONRY NOTES: w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W J FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' Z Q ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK IT O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N I— STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C) i w FASTEN PT 2x NAILER TO MASONRY NOTES: w 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK IT O 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C) BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" W O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAMELO D (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET O b. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S (D SPECS z — J M W -24" O.C.) PT BASE PLATE OTHERWISE. Q W tY -17 All XAMn" GARAGE BUCK DETAIi DOARING/SHEARWALL CONNECTION TO CMU DO 2 BUCK o, LL ��%�m9l 0111ri VERTICAL REINFORCEMENT DE x IL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET - r""10 UU 1/2"=1 -0 1/2'=1 -0' 3/4"=1 0 1/2 1-0 a+ o Q ®••eooeo•o J%,��a a N NOTE: CUT BACK 2x8 LINTEL SEE PLAN SHEATHING PER PLAN STRUCTURAL „a Z +•W « ®e••� a w P.T. @TOP TO ALLOW ( ) SHEATHING PER PLAN TYP: TRUSS TO FRAME t �S a c�a Q SEE TYPICAL HEADER SHEATHING a m 2 '; X^• a Z Z R FRAMING DETAILS FOR • TYP.. TRUSS TO FRAME G + U U CONT. 2x4 BLOCKING W � AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDE ADDITONAL TYP. TRUSS TO FRAME CONNECTION PER A9 1 J 2 TAPCON ANCHORS INFORMATION CONNECTION PER STD. CONNECTOR CONNECTION PER ,. STD. CONNECTOR NOTES STD. CONNECTOR W v/0 PER 2x8 (HEADER CAN BE •ee I co NOTES FRAME OUT TO BLOCK NOTES •®,. �,•°per -a EITHER UPSET OR DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK = `" '�•��� J O EDGE AS REQ'D EDGE O Oj,®Re U_ 2x BLK'G. TO O.S.B. W/ �III� 2x W/ (2) 16d TOE NAILS , ARCH PER ELEV (2) - 8d EACH END EACH END P::: _j HEADER PER —� I - LOCATION771 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE (3) 16d COMMON (2) 2x PLATE OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN Ide(2) 2x #2 SYP SEE PLAN O.C. & 6 FROM EACH FOR BEAM SIZE (ONLY U) f` END VIEW w/ CMU NAILS (TYP.) I (2) 2x TOP PLATE FOR BEAM SIZE END ( IF OPENING PROVIDED w0 PER PLAN) d 0 �'� � HEADER (SEE PLAN) MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ I WALL WITH STUDS @ I MIN. 2x4 SPF #2 KNEE O o 16" O.C. W/ I 2 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM WALL w/ STUDS @ 16 U z BLOCKING ATTACH TO SHEATHING FROM Q U 2x4 SPF CONT. O I PLATE O.C. w/ STRUCTURAL STRUCTURAL STRUCTURAL w SHEATHING ON BOTH I FOR BEAM SIZE SHEATHING ON BOTH I Z a o -1 0 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d TOP OF WALL TO c,i _ SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR NAILS I BOTTOM OF WALL. { ATTACHED PER i WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE w 7/16 OSB EACH SIDE, BEAM. ATTACHED PER I RADIUS AS REQ'D BEAM. ATTACHED PER I NAILING SCHEDULE a U 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV-+ #' (2) - 8d EACH END W/ 6d NAILS @ 16 O.G. NAILING SCHEDULE NAILING SCHEDULE ,, Q TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I OTHERWISE SP2 CLIPS AT TOP AND SP1` CLIPS BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS 2x BUCKS, AT BASE ARE RADIUS AS REQ'D AT BASE ARE REQ'D w0 END VIEW w/ WOOD 0� REQUIRED O ARCH WINDOW FRAMING DETAILS fiF0 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM AFO KNEEWALL OVER MASONRY WALL o 3/4"=1'-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" d 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED - w r/� PRE-ENGINEERED M) TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING J Z 24" 0. C. MAX.NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING j (D DOUBLE 2x TOP PLATE ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE <g t TYP. TRUSS TO FRAMEREQ'D, �-- I- W IF REQ D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT -SEE �_ SUPPLIED BY A/C � � CONNECTION NOTES SINGLE TOP AND BASE COMPANY PLAN " " STANDARD TRUSS QW PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL TOP CHORD VARIES ti CD +` EXT. SHEATHING I \ AT EACH TRUSS 0 Z TO TRUSS. STUDS @ X X O ATTACHED PER y Z J I � 24 O.C. &EXT. _,.�:.---" TRUSS WEBS NOT NAILING SCHEDULE I O FROM TOP OF SHEATHING INSTALLED SHOWN FOR CLARITY - 2x4 X BRACE ACROSS � � v PER NAILING PATTERN LENGTH OF -- PRE-ENG.TRUSS PER Q KNEEWALL TO BOTTOM I �I SHEARWALL _ _ _ _ _ PLAN, 24" O.C. MAX p Z OR SP2 CLIPS AT TOP 2x4 #2 SYP CROSS AND SP1 CLIPS AT NAIL SCAB TO TOP 4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL w W 2xU 1z I I = Q � BASE ARE REQ'D. TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS 2x BLOCKING CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND I ~ W Z Z CHORD WITH (3) 10d I RUNS. TYP EACH SIDE _ PAN I SEE FRAMING PLAN J 2x4 BLOCKING LOCATION. MIN (3) BAY MIN. CONDENSATE 24" BY SUPPLIER MIN. 24" O FOR CONNECTION - �- W - MIN 2x4 STUDS @ 16" LAP W/ (2) 16d NAILS MAX 48" MAX 48" INFO w f- r n O/C MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP I I DISPOSAL BY A/C TOENAILED TO SUPPLIER SEE ELEVATION z L LI 2x P.T. PLATE — TRUSS EACH SIDE I � 1/ " " A.B. R TITEN DOUBLE TOP PLATE w/ TOP OF MASONRY Q W 2 x 8 O 10d NAILS 4" O.C. I � �------ CONNECTION TO BE � W HD@32"O.C.&6" --_-_-_-_-_-_-_ -_- r- SUPPLIED BY A/C O -r - STANDARD TRUSS - COMPANY <� , SEE ARCH PLANS FOR U W FROM EA. END, CENTER TRUSS PER PLANBOTTOM CHORD OVERHANG INFO Q ON BASE PLATE UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE z TOP KNOCK OUT BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP p FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV. w COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. U) CONT. PLAN END TYP. SINGLE TIE -BEAM � W/ (1) #5 CONT. - F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID z Im 1..=1. 0.. 3/4"=1'-0" 3/4"=1'-0" Q Z w OJ O O) 11 O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. 0� p H CHIMNEY CAP SPECS W/ 2" MIN. ¢ Z Vj r WINDOW PER � OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN Z ~ F TOP OF CHIMNEY MIN. w Z J Q B ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT & FRAME O J WITHIN 10'-0" OF THE GALVANIZED FLASHING W Q I1J CO PRECAST CONC. OR CONT. ROOF SHEATHING NAIL PER PLAN ; NEAREST ROOF z D EXT. SHEATHING Q Y PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH ENDp (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL W O 1 D TO TOP CHORDS OF TRUSSES BELOW WHENOTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS H O O 00 O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS �� DOUBLE TOP PLATE - N BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET • • m EXT FINISH PER PLAN O 2x4 VERTICAL @ 24" W/ GALVANIZED ' 0 J Z O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW / O.C. MAX. w/ (4) 10d _ _ FLASHING V LU / NAILS TO BOTTOM �- Q •� H A CHORD & (3) 10d NAILS + ; + F 0 � Q Q = O 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE O FRAMING DETAIL / IF WALL HEIGHT IS MAIN FLOOR w B ' BETWEEN 4FT & 8FT, + (4) 16d COMMONS ; , ELEV 0'-0" O DOUBLE TOP PLATE ; NAILED @ EACH END - 1 + USE 2x6 SYP #2 STUDS + CONC. SLAB - VERT REINF. BEYOND W SEE FOUNDATION STRUCTURAL ENG: CFG /BAD OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I I_I I . i U DRaFTiNG - - RAFTER + 16d COMMONS END ��` l 2x4 BLOCKING W/ (2) ** NAILED TO VERTICAL MASONRY WALL PER STRUCT: BM COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E 16d COMMONS END 2x4's �- PLAN U) - --- -- - --- -- �UII_!�� J QC CHECK: CC J STRUCTURAL SHEATHING PER PLAN AND ROOF / \ NAILED TO VERTICAL O - - - --- FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION __j F— JOB No. TM - 2151428 CURVED ROOF TRUSSES PER PLAN OR CURVED G , + DETAILS FOR FTG INFO SAIVP j z _ r) 'U w SCALE. AS INDICATED nK RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN � �r F'� - _ - NAILED @ 6" O.C. STAGGERED � 1 � w' h 9 5 � DATE: 01/12/16 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION U) NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE S D 2 3/4"=1'-0" 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED.` COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F01 DORMER FRAMING DETAIL SIMPSON F, ,.,, DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE WHERE O.H. IS > V-0", DROP SIMPSON HGA10 @ 48" H W GABLES w/ OUTLOOKERS @ 24" O,C.1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. SHEATHING PER PLAN BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.W. SIZE BLOCK ADJ. BAYS @ SHEATHING NOT REQ'D SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH Z w EA.DIAG. AS SHOWN. TO BE CONT. @ THE D STRONGBACK, SEE H2.5 CLIP. MAX 2'-0" O.H. - FASTEN ROOF TRANSITION FROM w OUTLOOKERS @ 24" 0 FRAMING FOR FALSE L I SHEATHING TO WALL TO GABLE Q Q (5) 16d NAILS BRACE BLOCKS w/8d NAILS TRUSS .� p Op pOR'' I ATTACH JAMB STUDS CHART CONT. 2x4 @ 6" O.C. DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD FASTEN SIDE WALL H W UP TO 4'-8" \ �` 4'-8" < H 6 7'-0" (1) 2x4 BRACE BAY REQ D w/ Q O CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 0 SHEATHING PER PLAN EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w l'-0" MAX PLYWOOD CANT. O.H. Q _ SEE ELEV. FOR H J O.H. SIZE Z w \ - D STRONGBACK, SEE WHERE O.H. IS > V-0", - GABLE VERTICAL DROP END GABLE w/ w OUTLOOKERS @ 24" 0 FRAMING FOR FALSE L I z FASTEN SIDE WALL H GABLE BRACING + UP TO 4'-8" \ �` 4'-8" < H 6 7'-0" (1) 2x4 BRACE BAY REQ D w/ O.C. TO RUN BACK TO O CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H618'-8" 2x4 S @ 24 O.C. U EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 10d COMMON NAILS O A23 FROM MAX. ATTACHMENT w/ (3) 10d _ w SHEATHING PER PLAN. J SHEATHING COVERING IF REQ'D PROVIDE 16d NAILS = co \ dc�r* r �►e**�.�, NOTE. GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING a GABLE END TRUSS TO ¢ M 2x TOP PLATE TO STRONGBACK, SEE 1ST COMMON TRUSS C) - GABLE VERTICAL Q TO BLOCKING - v 0 FRAMING FOR FALSE L I Z 1�—• 2ND 2x4 BRACE IF x Q Q (5) 16d NAILS BRACE I EACH END (TYP.) .� p Op pOR'' I ATTACH JAMB STUDS CHART WITH (3) 12d TOENAILS.. ~ D" O.C. NOT REG'D 6' 2x6 RAFTER TO 2x8 TRUSS PER PLAN A A I I PROVIDE 2x4 BRACE- 1 Lu EXT. SHEATHING; TO BLOCKING - - - \ \LL --- GABLE BRACING (+) CONNECT TO DROP u ___- --- 3/4"=1'-0" FROM EAVES GABLE END TO EA. ADJ. DIAG. I 0 0 J Z PER PLAN m W SEE CHART GABLE WITH H2.5 CLIP. F- 5 ~ J LVA ^^ V J 2x6's @ 24" O.C. MAx: �- PROVIDE 2x BLOCKING ATTACH PER PLAN W > O 0 FOR NAILING SHEATHING FASTEN FASTEN TO DIAG.w/(2) META16 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d ` P.T BASE PLATE MAX 2'-0" O.H. SPLICE AS REQ'D ry U Z �- (2)16d NAILS PLT. TO END NAILS @ EACH NAILS, TOENAILED @ 0- PROVIDE 2x4 BRACE SEE GE017SD3 FOR 450 z w( = W V Q EACH END.AT 2.4" O.C. ROOF SHEATHING PER PLAN OUTLOOKER OR CONV. FRAME OR TO EAADJ. DIAG.. � (A W -4�g � D TRUSS PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER � p 0 FASTEN , TO DIAG. w/(2) STRONGBACK IF REQ'D PER CHART CONT. 2x4 w DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN Q .6 FRAME WALL CONNECTION 16d NAILS. O „ o CONTRACTOR TO FIELD VERIFY WHICHSIMPSO CONDITION IS REQUIRED. CONTACT EOR -" `^Y�-� TOB OCKIN A DIAG. u FOR ADDITIONAL INFO AS REQ'D ®�®o�ij0- a0 �C SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H 6 7'-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r (5) 16d NAILS BRACE 9'-4" < H614'-0" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H618'-8" 2x4 S @ 24 O.C. U EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 10d COMMON NAILS O A23 FROM MAX. ATTACHMENT w/ (3) 10d _ w z TOENAILS EA. END, J SHEATHING COVERING IF REQ'D PROVIDE 16d NAILS = co I dc�r* r �►e**�.�, NOTE. GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING a GABLE END TRUSS TO ¢ M 2x TOP PLATE TO GABLE BRACING @ 4$" P4LATE PLT.@12" O.C. MAX. = U GABLE END W/ 16d iI .d GABLE VERTICAL Q TO BLOCKING - v 0 FRAMING FOR FALSE L I Z 1�—• 2ND 2x4 BRACE IF x Q Q o O II Cam IIYIII; I EACH END (TYP.) REQ'D SEE CHART p Op pOR'' I ATTACH JAMB STUDS z 1 Y O.C. NOT REG'D 6' 2x6 RAFTER TO 2x8 TRUSS PER PLAN A A I I PROVIDE 2x4 BRACE- 1 Lu A -A GABLE VERTICAL BRACING 2x6LL GABLE END SHEATHING FASTEN - - - O 00 O N --- - - ___- --- 3/4"=1'-0" FROM EAVES GABLE END TO EA. ADJ. DIAG. I 0 0 J Z PER PLAN m W (AS SHOWN) 3/16" x 2 3/4" TAPCONS ~ J LVA ^^ V J 2x6's @ 24" O.C. MAx: �- PROVIDE 2x BLOCKING (2) 2x TOP PLATE'' W > O 0 FOR NAILING SHEATHING FASTEN FASTEN TO DIAG.w/(2) META16 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d ` P.T BASE PLATE w 0 SPLICE AS REQ'D ry U Z �- (2)16d NAILS PLT. TO END NAILS @ EACH NAILS, TOENAILED @ 0- SEE GE017SD3 FOR 450 PER PLAN. 16d NAILS. V Q EACH END.AT 2.4" O.C. ROOF SHEATHING PER PLAN OUTLOOKER OR CONV. FRAME OR � CONTRACTOR TO FIELD VERIFY WHICHSIMPSO CONDITION IS REQUIRED. CONTACT EOR -" `^Y�-� TOB OCKIN A DIAG. u FOR ADDITIONAL INFO AS REQ'D ®�®o�ij0- a0 �C SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H 6 7'-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" r (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 10d COMMON NAILS O A23 FROM MAX. ATTACHMENT w/ (3) 10d _ w z TOENAILS EA. END, J SHEATHING COVERING IF REQ'D PROVIDE 16d NAILS = co I dc�r* r �►e**�.�, NOTE. GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING a GABLE END TRUSS TO ¢ M 2x TOP PLATE TO D u- P4LATE PLT.@12" O.C. MAX. = U GABLE END W/ 16d iI .d GABLE VERTICAL m NAILS @ 6" O.C. 4- - v 0 FRAMING FOR FALSE L I rGEO�'GABLE 1�—• 2ND 2x4 BRACE IF x Q Q o GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE ee•e eesae `s cm w � •"W tt� z z PROVIDE 2x BLOCKING AA.Q GABLE BRACING @ 48" SEE GABLE O.C. MAX. 45° FROM FOR NAILING W Most n= U CONNECTION DETAIL o ® ,�- Q FOR REQ'D HORIZONTAL (+/- 10) .�*( :® �,�, � 5 C) CONNECTIONS BRACE NOT REQUIRED e �� e •,� Q r - —TRUSS PER PLAN = Nle 6' FROM EAVES. �®� �e®eeS+ SEE PLAN FOR ~ Ad' °. w 2x4 ATTACHED TO EA. SUPPORT AND TIE Q °"sp+An�P•aa'� GABLE 2x4 BRACE WITH DOWN OF JACK (2) 10d NAILS TRUSSES = "' PROVIDE BLOCKING BETWEEN TRUSS BAYS : Lr; CMU WALL OR LINTEL a .. BEAM, IF REQ D w/ (3) HGAIOKT @ 32" O.C. BELOW 10d NAILS EA. TRUSS @ - 2x4 BRACE IF REQ'D I ( @ 48" O.C. FOR FIRST 3 � SEE GABLE w_ BAYS WALL PER PLAN Z _ SDS SCREWS TO TOP LAY 2x4 BLOCKING - WALL SHEATHING PER TIE BEAM COURSE w/ (1) Bx4ASTUDS 24 O.C. w/ SEE CHART. 0 FRAME WALL SHOWN; FOR REQ'D N DETAIL w0 MAY ALSO BE 11 C3 ,� N ca #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS O A23 FROM 2x6 COLLAR TIE HALF WAY UP HEIGHT OF CONNECTIONS MASONRY U ) w 0 . . SHEATHING COVERING IF REQ'D 6" O.C. STRONGBACK TO DIAGONAL I dc�r* r �►e**�.�, NOTE. GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING a I z° P4LATE CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL "' - v 10d COMMON NAILS @ rGEO�'GABLE 1�—• 2ND 2x4 BRACE IF x Q Q o O II Cam IIYIII; I EACH END (TYP.) REQ'D SEE CHART p Op pOR'' I ATTACH JAMB STUDS z 1 Y NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING 2x6 RAFTER TO 2x8 TRUSS PER PLAN FN7N PER WF08/SD4 z O 1 Lu A -A GABLE VERTICAL BRACING 2x6LL RIDGE BOARD W/ A35 ON (1) SIDE OF TRUSS PER PLAN _ �+' I 0 O 00 O N 10d COMMON NAILS @ 3/4"=1'-0" RAFTER & A35 ON ADJ 3/4"=1'-0" GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d ,fie END NAILS EA. END VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. ' 2x8 #2 SYP ,PT BASE PLATE CMU WALL PER PLAN 2'-0" MAX. l'-9" MAX. 4 4. GABLE END @ VAULTEDC ILING I . I(CEO GABLE END AT VALLEY FRAMING z m 3/4"=1'-0" W/ 1/4"x4-1/2" SIMPSON I ( 8' O.C. Z _ SDS SCREWS TO TOP LAY 2x4 BLOCKING - WALL SHEATHING PER SIMPSON DTC, (2) 8d HEADER STUDS PER I I HEADER SCHEDULE 0 OVER THE TOP OF THE PLAN LINTEL PER PLAN 11 ca Q DRAFTING: 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, AILS TO TOP U.N.O.ON PLANS I � = Z � z0 0 A VALLEY RAFTER i I U) I VALLEY. FASTEN w/ (5) P4LATE I P� FRAMING (OR PRE -ENG GEO GABLE END BRACING 10d COMMON NAILS @ rGEO�'GABLE END @ FLAT CEILING w/BOSTON HIP Q � Q LJ.I o I I EACH END (TYP.) p Op pOR'' I ATTACH JAMB STUDS z 1 Y 2x6 RAFTER TO 2x8 TRUSS PER PLAN FN7N PER WF08/SD4 z O 1 Lu RIDGE BOARD W/ A35 ON (1) SIDE OF TRUSS PER PLAN _ �+' I 2: O 00 O N o 3/4"=1'-0" RAFTER & A35 ON ADJ 3/4"=1'-0" d RAFTER TO OPP SIDE INTO BLOCKING, (2) I 0 0 J Z (AS SHOWN) 3/16" x 2 3/4" TAPCONS ~ J LVA ^^ V J 2x6's @ 24" O.C. MAx: �- PROVIDE 2x BLOCKING (2) 2x TOP PLATE'' W > O 0 FOR NAILING 2x4 BLOCKING (2) 12d META16 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d ` P.T BASE PLATE w 0 O U Z �- (2)16d NAILS PLT. TO END NAILS @ EACH NAILS, TOENAILED @ 0- SEE GE017SD3 FOR 8d NAILS @ 4". O.C. ..,�, V STUD TOP & BOTTOM EACH END.AT 2.4" O.C. ROOF SHEATHING PER PLAN OUTLOOKER OR CONV. FRAME OR � � (A W -4�g (TYP.) (END NAIL PLTS. (T STUD TRUSS PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER � p 0 t� DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN Q .6 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES W 0 e END NAILS @ EA. OUTLOOKER 2x4 #2 SYP P.T. 16d TOENAILS NAILS INTO TOP PLATE FOR ADDT'L INFO. 1 u- 0 z BLOCKING @ 24" O.C. (2) SIMPSON LSTA12 OR 1= SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ z O --� HOLD WALL 3-1/2" @ EACH END I 24"o.c.1F HEADER WITH GABLE TRUSS ....� ® a✓ DOWN FOR 2x4 LEDGER W/(2) 10d DOUBLE TOP PLATE I UPLIFT SPAN 4'-6" OR Q U < z OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB I MORE. EXT. SHEATHING; PER O w ��// OU HEADER PER PLAN IF I ATTACH NAILING w LL w REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. I W Q (1) KING STUD w/ SIMPS. TRUSS PER PLAN � ATTACH PER PLAN 2x DOWNFRAME TO (2) 16d NAILS TO EA. (2) 16d z LSTA18 HEADER TO w FROM TOP OF WALL I DOOR AS REQ'D COMMON TRUSS = JZ 0 STUDS TYP. BASE w TO BOTTOM I I W CONNECTION 2x8 #2 SPF STUDS AT I I w z SHEATHING PER PLAN 16" O.C. L SIMPSON META16 @ W V 1/2" x 8" J -BOLT @ 32" 4 DTC CLIP, (2) 8d NAILS _1---- I 32" O.C. GABLE TRUSS p W O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR -- `"' 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF _ ..e... END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" I I EA. SIDE OF HEADER WOOD WALL TRUSS O U (n ..�.... -- MSTAM-24 TYP. EA. LINTEL SEE PLAN .'' �' IN CMU. OR SIMPSON � � ANCHOR BOLT OR I (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR U Q SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & I PLATE& 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) CENTERED BETWEEN 6" FROM EACH END I I STUDS) w/ MIN 7" 32" O.C. MASONRY WALL z FRAME AND CMU SEE WALL SPLICE DETAIL TD CONDITION D ITION S O CMU I VAULTED CONDITION ON CMU I EMBED. INTO SLAB I ONLY REQ'D @ BRG SHOWN, SEE PLAN FOR WOOD OR � � I FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY CL I I GABLE END @ VAULTEDC ILING I . I(CEO GABLE END AT VALLEY FRAMING z m 3/4"=1'-0" W/ 1/4"x4-1/2" SIMPSON I ( 3/4"=1'-0" Q Z _ SDS SCREWS TO TOP LAY 2x4 BLOCKING - WALL SHEATHING PER SIMPSON DTC, (2) 8d HEADER STUDS PER I I HEADER SCHEDULE ~' '� CHORD OF EACH OVER THE TOP OF THE PLAN LINTEL PER PLAN 11 2x8 RIDGE BOARD Q DRAFTING: 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, AILS TO TOP U.N.O.ON PLANS I � = Z � z0 0 A VALLEY RAFTER i I i I VALLEY. FASTEN w/ (5) P4LATE I P� FRAMING (OR PRE -ENG 10d COMMON NAILS @ I I Q � Q LJ.I I I EACH END (TYP.) p Op pOR'' I ATTACH JAMB STUDS z 1 Y 2x6 RAFTER TO 2x8 TRUSS PER PLAN FN7N PER WF08/SD4 z O 1 Lu RIDGE BOARD W/ A35 ON (1) SIDE OF TRUSS PER PLAN _ �+' I 2: O 00 O N o RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS .. m RAFTER TO OPP SIDE INTO BLOCKING, (2) I 0 0 J Z (AS SHOWN) 3/16" x 2 3/4" TAPCONS ~ J LVA 2x6's @ 24" O.C. MAx: IN CMU. OR SIMPSON Z W > O 0 FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU META16 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d ` P.T BASE PLATE w 0 O SHEATHING PER PLAN END NAILS @ EACH U) 0- VALLEY TRUSSES) To STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALLsti68,.OrO F= JOB No.TM-2151428 - - �� r` w SCALE: AS INDICATED 2x PLATE WITH � � z - SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS w DATE: 01/12/16 @ EA. RAFTER TO PLT. #1-2�5 O* FIELD FRAMED VALLEY DETAILFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"= 1'-0" f W/ 1/4"x4-1/2" SIMPSON END. 1/2"= 1'-0" _ SDS SCREWS TO TOP LAY 2x4 BLOCKING - WALL SHEATHING PER - - - ~' '� CHORD OF EACH OVER THE TOP OF THE PLAN LINTEL PER PLAN TRUSS BELOW ...; BOTTOM CHORD. DRAFTING: FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d L9�` A VALLEY RAFTER NAILS @ EACH TRUSS U) J QC CHECK: CC F� P� FRAMING (OR PRE -ENG VALLEY TRUSSES) To STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALLsti68,.OrO F= JOB No.TM-2151428 - - �� r` w SCALE: AS INDICATED 2x PLATE WITH � � z - SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS w DATE: 01/12/16 @ EA. RAFTER TO PLT. #1-2�5 O* FIELD FRAMED VALLEY DETAILFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"= 1'-0" f w 3/4"=1'-0" 1/2"= 1'-0" O D 3 STRUCTURAL ENG: CFG / BAD DRAFTING: j L dtic -STRUCT: BM U) J QC CHECK: CC VALLEY TRUSSES) To STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALLsti68,.OrO F= JOB No.TM-2151428 - - �� r` w SCALE: AS INDICATED 2x PLATE WITH � � z - SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS w DATE: 01/12/16 @ EA. RAFTER TO PLT. #1-2�5 O* FIELD FRAMED VALLEY DETAILFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"= 1'-0" f 3/4"=1'-0" 1/2"= 1'-0" O D 3 h COPYRIGHT MCD 2014. The Information contained in this document Is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer o these documents wit out the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER IL INSTALL SIMPSON ) 10d NAILS PSPN516Z W/ (12) 16d 2x4 STUDS PER OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 1" EDGE 1 1/2" EDGE FRAMING PLAN TOP PLATE ATTACH W/ NAILS TYP. TOP & BOT. ATTACH PER NAILING • (2) 10d NAILS O.C. PATTERN ON THIS0 10d x 3" DOUBLE 10d @ 3 DETAIL O.C. (SOLID BLOCK W/ 2x6) 10d x 3 COMMON Z 3/4"=1'-0" 11-1/2"=11'4' 2x DBL TOP PLATE MIN. 15/32 EXP 1 SHEATHING3/8„ SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. ( NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS LL z @ 3.. O.C. ROOF SHEATHING — No 1 Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A'= NAIL SPACING FASTEN PER PLAN -� — — — — — IT � — TI- ID w z ¢ °I OV `SC O S0. ROOF SHEATHING, I 6 I I I I I I I I z � NAILS @ 3 O.C. ? <<c L9Ae O<F'4<�9A TO FASTEN PER PLAN U) L:�' NAIL OPENING PERIMETER w/ (2) ROWS OF 8d k R T ROOF SHEATHING, ? F P w w 1/2" A NC T FASTEN PER PLAN ti I I I o.. = O I- COMMON NAILS @ 3" O.C. 1/2" Th�� (/s GTy TRG #� 11— �I—---------- �U)z= ,c S OFOSS X w NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — o a o Oti y III III I I I I I WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24" III III I ( I I I SPLICE, SEE SPLICE - ` DETAIL. MAX 1/8" ti g l:� STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX.11 -- 2x4 #2 SYP CONT. w/ (2) III OPENING III I ( I I I I SPACE BETWEEN w w COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT 16d COMMON NAILS III III I I PANELS z U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" EA. STUD OR TRUSS III 3 I I I I I I I � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. -i PER -ENG TRUSSES III TYP. III I I I I I I D p TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, LL III AROUND III I I I I I I 2x STUDS BEYOND, L'.r (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O•C USE (2) 1/4" TAPCONS OPENING SEE PLAN FOR MORE X w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ III III I I I I I I O Q U PER -ENG TRUSSES INFO Z i- O SHEATHING & PER PLAN 2x FASCIA 24" O.C. --- 2 FASCIA PER PLAN IIIT -TI— — -71 III I I I I I w_ U III II I II II II U¢ o I I I II I W III II I II II II p= 0 I I I II I o iJL ILL= °U- -_IL= --��_IL — — — — — — — — — — — — — — O N� FLOOR SYSTEM OO U_ O U w CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN TOP SPLICE p2 1/2" Z W O 2" z W 1 1/2" p W w 2 1/4" O z N � z U 2x4 BEYOND AGAINST 48"M/ N N iv N V a N a o 0- g8' 2x8 STUDS �! "' 10d x 3" COMMON W _ °° . y _X ATTACH 2x STUDS TO TOP PLATE W/ 4 16d O ,...., • OVERLAP TOP PLATE 10d x 3" COMMON OPP. O10 N NAILS ((2) ON EA. SIDE) AT CORNER SIDE z z w O TYP. AT ALL EXTERIOR O U a U Q p 10d x 3" OPP. SIDE ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE z I I I I I I z TOP PLATE W/ (4) 16d TO CORNER STUD 11L bo 11 X NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 10d NAILS 00, TYP. AT ALL EXTERIOR FRAMING PLAN;01 10d x 3" COMMON CONDITIONS OPP. SIDE DISTANCE PER TOP SPLICE DETAIL BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's STUD DOUBLE 2x8 TOP TOP PLATE TRANSITION ( 2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/c STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL MFOk TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 11-1/2"=11'4' 2x DBL TOP PLATE MIN. 15/32 EXP 1 SHEATHING3/8„ SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. ( NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS LL z @ 3.. O.C. ROOF SHEATHING — No 1 Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A'= NAIL SPACING FASTEN PER PLAN -� — — — — — IT � — TI- ID w z ¢ °I OV `SC O S0. ROOF SHEATHING, I 6 I I I I I I I I z � NAILS @ 3 O.C. ? <<c L9Ae O<F'4<�9A TO FASTEN PER PLAN U) L:�' NAIL OPENING PERIMETER w/ (2) ROWS OF 8d k R T ROOF SHEATHING, ? F P w w 1/2" A NC T FASTEN PER PLAN ti I I I o.. = O I- COMMON NAILS @ 3" O.C. 1/2" Th�� (/s GTy TRG #� 11— �I—---------- �U)z= ,c S OFOSS X w NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — o a o Oti y III III I I I I I WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24" III III I ( I I I SPLICE, SEE SPLICE - ` DETAIL. MAX 1/8" ti g l:� STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX.11 -- 2x4 #2 SYP CONT. w/ (2) III OPENING III I ( I I I I SPACE BETWEEN w w COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT 16d COMMON NAILS III III I I PANELS z U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" EA. STUD OR TRUSS III 3 I I I I I I I � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. -i PER -ENG TRUSSES III TYP. III I I I I I I D p TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, LL III AROUND III I I I I I I 2x STUDS BEYOND, L'.r (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O•C USE (2) 1/4" TAPCONS OPENING SEE PLAN FOR MORE X w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ III III I I I I I I O Q U PER -ENG TRUSSES INFO Z i- O SHEATHING & PER PLAN 2x FASCIA 24" O.C. --- 2 FASCIA PER PLAN IIIT -TI— — -71 III I I I I I w_ U III II I II II II U¢ o I I I II I W III II I II II II p= 0 I I I II I o iJL ILL= °U- -_IL= --��_IL — — — — — — — — — — — — — — O N� FLOOR SYSTEM OO U_ O U CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN •' SHEATHING DIAGRAM EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD X 11 CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8 GAP LEDGER TRUSS PER PLAN PER PLAN TO LEDGER 2x4 PT LEDGER W/ NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d SCHEDULE O.0 PLAN NAILS @ 16" O.C. SEE ELEV. FOR SEE ELEV. FOR 2x4 BLOCKING PLACED O.H. SIZE O.H. SIZE WOOD/MASONRY FLATWISE (2) 16d WALL OR TRUSS, SEE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL PLAN (TRUSS SHOWN) NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANGDO2 LEDGER @ LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF I PLAN NAIL PER PLAN (2) 2x BUILT-UP COL.BLOCKING @ 24" O.C. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2xTOPPLATE CONNECTION CONNECTION EACH END .. x @ EACH STUD 12d NAILS @ EACH END ++ ___ ... _ ........_.....__.__ _ 2x12 BOX HDR w/ 2X8'S ++ x TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST + + NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +, ROOF SHEATHING CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ EACH VERTICAL .. CONNECTION 2x BRG WALL, SEE I I STAGGERED INTO TRUSS & (3) 12d "x ` + TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TRANSOM BETWEEN SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I I LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL LINTEL PER PLAN I I LINTEL PER PLANLINTEL PER PLAN U.N.O. i i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ,d @ 24„ O.C. w/ EXT. @ 24„ O.C. w/ EXT. IVI w/ 2 1/4” x 3 1/2” SHEATHING PER SHEATHING PER 2x BLOCKING w/ (2) 1/4" x 3 1/2" O NAILING SCHEDULE & NAILING SCHEDULE & TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r. 4 12d NAILS EACH (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE — PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.G. TO EA. 2x6POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER AR'�SECTION @DOUBLE BEARING AF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER POCKET SLIDER SO4 HEADER @POCKET SLIDER 3/4"=1'-0" 3/4"=1'-0 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS w EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/V SIMPS. SDS SCREWS @ 16" O.C. LAP BEAM PLYS AND MAX.; 70 MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d NAILS PER PLY SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. HTS20 CLIP FROM SEE PLAN POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. TO STUDS OR BEAM wv/ (4) 10d NAILS FOR PT POST PER PLAN T 1/4" X S O SIMPS.7 CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 7. 5/8" THREADED ROD w/ TO GABLE END STUDS 0' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z" SIMPS. 4'4" MAX. SDS SCREWS @ 16" FASCIA PER it O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 2x4 SYP #2 OR " PRE-ENGINEERED uu_DIN INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. ANFORD SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLYn1�` C� CORNER COLUMN FRAMINGSD01 TYPICAL SHED ROOF DETAIL r -'NN NOT USED 3/4"=V-0" 1/2"=11_01t 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, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU 0 J ) ) J r O J F•- i W J ) LU w •ee®•ea®o®C®eT � � «m � Cr ri• e• •• ✓� a w o ` N �'°m w' 2 -i 0 4 0: 5;C1 e pa ,,, �lweeee•eee J _j LLJ Int M z4 U - omi �O > m i J i j (D v w.3 w ra 0 id z I- J J � cn o �- > Z Uj LJJ � _ z z� �- W J V • v W > C J m p C Z J 0(y) 1/ r Z 0 O p! -i 00 O r 04 O ...I Z LL W >- o O -- -5 Q 0 _ 5 O F- F- ] LY CL J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: BM QC CHECK: CC JOB No. TM - 2151428 J SCALE: AS INDICATED DATE: 01/12/16 J i SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS J� SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN - A LINTEL AS PER PLAN d d WD. HD. HT. ' SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS DBL. TOP PLATE 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION &SPACING PRE-ENGINEERED OR SIM) IS PROVIDED t STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE — STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR t PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS ' NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE ,HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4 TITEN SCREWS ATTACHED PER ATTACHED PER <�s x1-1/2" @ 24" O.C. (USE<<Sy CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 HEFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 100 SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 ANGLE) W/ D S RA " NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS R OVER TOP PLATE MIN. (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN 26" DEEPr FACE OF JAMB STUDS/ r HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN " HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR R � HEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING INTO FILLED CELL USE (1) SIMPSON LSTA30 JAMB STUDS KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TO FROM TOP OF WALL EXTERIOR SHEATHING SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL U.N.O. FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL UNDER COLUMN FRAMING PLAN FOR ABOVE PLAN U.N.O. CONNECTION INFO.. PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF STUDS @16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE WSO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/(2)1od SILL PLATE w/(2)1od BARRIER (FELT PAPERTOE NAILS AT EA. END TOENAILS, OPENING 3/4"=1'-0" 3/4"=1'-0" OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW BUILT-UP COLUMN 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS SEE PLAN FOR MORE A (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. V STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS OR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL / 2 10d 11111111111 d �- SOLID SHEATHING @ p SCHEDULE SILL w/ (2) 10d TOENAILS. ING m LARGER THAN 4 2) ; 2x SILL PLATE w/ A3 "4 CLIPS EACH SIDE w/ 2 HEADER CRIPPLES @ 16" O.C. IF HEADER IS UPSET w/ (2) 10d TOENAILS PZ ac: T&B (PLYWOOD ® a' b 0 0: -� W SIMPSON SP4 w/ (6) 10d W a a END VERTICAL (MIN. 2" .�W LOADING) W/ LUS26 OR AND WINDOW IS STRUCTURAL ENG: CFG / BAD j .f. LUS46 TO LEDGER MIN THICKNESS SHALL .DRAFTING: x1-1/2" @ 24" O.C. (USE Z O m W SP6 @ 2x6 STUDS & O BE 1/2" GYP BOARD OR3/4"=1'-0" 3/4"=1'-0" LOWER: (1) 2x SILL o SP8 @ 2x8 STUDS) N 15/32" OR 7/16" OSB. PLATE w/ (2) 10d W (2) 2x SPF TOP PLATE O TOENAILS. EXT. SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING HEADER OPENINGS � U.N.O. ON PLAN () 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING HEADER - SEE 2ND W W PLAN F- U z FLOOR PLAN FOR MIN. _ NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER ATTACH PER NAILING HEADER SIZE & REQ'D LO LD {� JAMB STUDS w 0 2x STUDS, SEE UNDER WINDOWS AND 2x STUDS ,SEE SCHEDULE, O U �"� W g r• S 2x4 #2 SYP BLOCKING 0 FRAMING PLAN FOR AND GIRDERS: BLOCK SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM z @ 48 O.C. W/ (2) 12d L S THAN 4FT:(1) 2x SCHEDULE SILL w/ (2) 10d TOENAILS. ING m LARGER THAN 4 2) ; 2x SILL PLATE w/ A3 "4 CLIPS EACH SIDE w/ 2 a� CRIPPLES @ 16" O.C. IF HEADER IS UPSET w/ (2) 10d TOENAILS PZ ac: T&B (PLYWOOD ® a' b 0 0: -� Q a a END VERTICAL (MIN. 2" .�W LOADING) W/ LUS26 OR AND WINDOW IS STRUCTURAL ENG: CFG / BAD j .f. LUS46 TO LEDGER MIN THICKNESS SHALL .DRAFTING: O m W BE 1/2" GYP BOARD OR3/4"=1'-0" 3/4"=1'-0" LOWER: (1) 2x SILL o 3/4"=1'-0" � 15/32" OR 7/16" OSB. PLATE w/ (2) 10d W ATTACH TO FLOOR TRUSS w/ 8d NAILS AT TOENAILS. EXT. SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING HEADER OPENINGS � L S THAN 4FT:(1) 2x SCHEDULE SILL w/ (2) 10d TOENAILS. ING m LARGER THAN 4 2) ; 2x SILL PLATE w/ A3 "4 CLIPS EACH SIDE w/ 2 a� CRIPPLES @ 16" O.C. z w/ (2) 10d TOENAILS PZ ac: T&B (PLYWOOD ® a' r��t!lIlB�li/� SCHEDULE U! • •• • cr W Ci •. a� z z STOPPING MATERIALS PZ ac: SO 2nd FLOOR CORNER FRAMING ATTACHMENT � W b 0 0: -� Q a PLAN FOR FLO w O SHEATHING REQ'D ��` •. •+° —� O MID -HEIGHT BLOCKING x 2 1/4" TITENS; IF ®• �'J _ SYSTEM INFO. SEPARATE SHEATHING TOE NAILS AT EA. END T&B) �® ••� —� a PER BEARING WALL FLOOR TRUSSES ARE _ UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE Ae a 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " WIDTH 4EA. USE A35 ° tpptt V CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A i 1/4" TITENS INSTEAD, " 2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6 0 SECTION FOR MORE \ (IF TITENS ARE NOT IN / 2 SIMPSON META16 STRAPS CENTERED @ LINTEL COURSE OR Uj Y`{1" INFO. O ( ) FLOOR TRUSS TO FLOOR W/ 14 10d INTO FILLED CELL USE ILS"" 2x TOP &BOT. SIMPSON LSTA30 w/ \ w III A^ � REFER TO MASONRY WALL �� 1/4 X 1 3/4 TITENS RIBBONS, CONT. 11 10d TO STUDS � ,, Ty^ FOUNDATION PLAN ) ABOVE PLATE U.N.O. O Z „",� (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILINGTRUSSES TO BE P.T. IF \ z INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE Q –, MASONRY ATTACHED P ( FOR FLOOR G PLAN t M1S, PER NAILING ATTACH 2x STUDS W/ BARRIER FELT PAPER ch �� � SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED H SEE FRAMING PLAN CONNECTION FRAMING PLAN 2nd FLR STUDS TO BEAR ON Q IF FLOOR SYS. NOT PRESENT PER FLOOR �-+ u GAP BETWEEN FOR FLOOR 0- 1/8" STANDARD CORNER A -A SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED U SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR w�` ( ) BELOW JAMBS BEAM O MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ 1.d SYSTEM IS T8" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE m SINKERS AND (14) %4"X2 %4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO O Ica FT MAX. DRAFT SCHEDULE LEDGER W/ (3) cn O H H 1/4"x4-1/2" SDS SLOPED BALCONY w STOPPING MATERIALS SO TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT � W a SO HEADER CONNECTION 2nd FLOOR fiSO HEADIER CONNECTION 2nd FLOOR HIGH BM > TALL) (60/15/5 MIN. a END VERTICAL (MIN. 2" .�W LOADING) W/ LUS26 OR STRUCTURAL ENG: CFG / BAD FROM T&B) .f. LUS46 TO LEDGER MIN THICKNESS SHALL .DRAFTING: O BE 1/2" GYP BOARD OR3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" � 15/32" OR 7/16" OSB. W ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING PLAN F- U z BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER ATTACH PER NAILING LD {� 2x STUDS , SEE 2x STUDS, SEE UNDER WINDOWS AND 2x STUDS ,SEE SCHEDULE, �"� W g r• S 2x4 #2 SYP BLOCKING FRAMING PLAN FOR SPACING AND GRADE FRAMING PLAN FOR AND GIRDERS: BLOCK SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM � 0 @ 48 O.C. W/ (2) 12d SPACING GRADE SPACING AND GRADE TOP OF TOP PLATE TO Q TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PERBOTTOM PLATE. U)f� ® T TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE TO VERIFY SIZE PLAN w z 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER z N AGAINST TRUSS VERTICAL @ 48" O.C. „ (2) 12d @ 42 O.C. (2) 12d @ 12 O.C. SHEATHING/ DRYWALL__\ ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN O J - W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM PLATE U ® Z C END TRUSS OR FIELD FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR O w �- O U a=�� 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE ~ �^ ~ ry� SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @iti BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT H LU J VJ z CONC. SLAB - TRUSSES @ 24 O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT FLOOR DECKING TO � Q O SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE 2 PLAN FOR MORE INFO 1/2 GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL FOR HANGER U H SCHEDULE FOR STRAP (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. ~ IN GARAGE I: (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO � SEE PLAN FOR RIBBON p W . r . r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR 0 MASONRY WALL PER 3 O.C. WALL MASONRY WALL PER BLOCKING w/ (4) 16d O = �•■� PLAN ° SHEATHING TO PLAN MASONRY OR MT512 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS U SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR Q DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF zNO MOISTURE � NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER U) OR SIM) IS PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN O TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION jWS1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION z M c 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z a 1 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Q Z O O a) 11 J V -z 0 r w Z J O p z V)DLLI W & 0 1 SEE ARCH DWGS FOR 00 0 w TOPPING INFO LO ILIL ?� N 3/4" PLYWOOD FLOOR O J Z SLOPE DECKING ATTACHED 0 ~ ..J W W PER NAILING Z W i. 0 2x12 #2 SYP CONT. SCHEDULE LEDGER W/ (3) cn O H H 1/4"x4-1/2" SDS SLOPED BALCONY w SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN FLOOR TRUSS (12" � W a @ 24" O.C. AND @ EA. TALL) (60/15/5 MIN. a END VERTICAL (MIN. 2" .�W LOADING) W/ LUS26 OR STRUCTURAL ENG: CFG / BAD FROM T&B) .f. LUS46 TO LEDGER .DRAFTING: SEE WS10/SD5 FOR ADDITIONAL INFO CONTRACTOR TO a SEE WS11/SD5 FOR STRUCT: BM °. PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO NG Q _ VILD/ _I QC CHECK: CC .I. LINTEL PER PLAN SAPVFC�S® w CONCRTE SLAB 1— JOB No. TM - 2151428 PERMITTED � SCALE: AS INDICATED W DATE: 01/12/16 TYPICAL BALCONY FRAMING NOT USED # 1 29� - D5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x BRG WALL W/ 2x BRG WALL EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO = 2x4 BLOCKS, (2) 16d W SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ 2x8's MIN. SPF #2 @ 16 EXT. FINISH PER SPI @BASE. LSTA18 O.C. -SEE FRAMING SCHEDULE BOTTOM PLATE BLOCK ADJACENT Q O.C. MAX (U.N.O.) ARCHS ATTACH PER NAILING13 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. BAYS @ EACH USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE DIAGONAL AS SHOWN. EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 2x4 BLOCKING BETWEEN STUDS W/ 1/2" GYP. BOARD FASTEN ROOF J Q - - -- __ , _ _ _ • ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SHEATHING PER PLAN SHEATHING TO 2x BLOCKING W/ (2) 12d (2) 12d TOE NAILS BLOCKS W/ 8d NAILS @ SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" 0. C. NAILS AND (5) 1/4"x2 ATTACH PER NAILING w TOENAILS EACH END 3/4" TAPCONS PER EACH END SIMPSON H10A CONNECTED w/ MTS12 TO TRUSS BELOW) @ 6 O.C. � OR LSTA18 STRAP; SCHEDULE CENTER SEE LD02/SD4 FOR EACH DIAGONAL w 2x BASE PLATE W/ (2) 3/4 FLOOR SHEATHING STRAP BETWEEN MORE INFO. BRACE 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d ATTACHED PER MASONRY WALL AND 2x8 #2 SYP P.T. SILL W NAILING SCHEDULE PLATE w/ 1/2" EPDXY (5) 16d NAILS BRACE Z 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ANCHOR BOLT OR TO BLOCKING o ATTACHED PER J -BOLT W/ MIN. 7'" ALL THREAD ROD o � 2 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SILL N NAILING SCHEDULE O EMBED. @ 32" O.C. & 3" @ 48" O.C.; SEE PROVIDE 2x4 BRACE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON FROM EA.END PLATE W/ 1/2 EPDXYFOUNDATION Z � BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OR FOR CONNECTION @S TO EACH ADJACENT O U HUC24-2 EACH END, USE (4) 10d & (2) 10d y J -BOLT W/ MIN, 7" BASE DIAGONAL, FASTEN O O NAILS. UNDER EMBEDMENT @ 32' 16d NAILS O w W USE 4 10d & 2 10d see PLAN SEE PLAN SHEATHING TO O.G. & 3" FROM EACH TO DIAGONAL W/ 2 = WINDOW JAMBS ONLY 2x4 BOTTOM PLATE, NAILS. UNDER -- In D 4 OVERLAP BOTTOM END CONNECT TO DOUBLE `n WINDOW JAMBS USE 0 PLATE 1 1/4" (MIN.) — 1F SHEATHING IS NOT TRUSSES PER PLAN 0 (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR TOP PLATE W/ 16d FURRING AND 1x PT NAILER AS REQ'D CONTINUOUS TO BASE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLATE, SP8 TOP AND NAILS @ 6" O.C. O PLAN CONNECTIONS (IF INTERIOR FINISH O.S.B. TO OVERLAP U BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4 WALL BRACING @ 48" 0 TRUSS PLAN FOR TRUSS IS CONT. BRG ° ° CONT. #5 IN TIE BEAM ? " (MIN.) Z CONNECTIONS O.C. MAX. 45° FROM — MASONRY (SHOWN) ON MASONRY USE MASONRY SHOWN C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL +/- 10° (SHOWN) MASONRY WALL PER ( ) OR WOOD WALL PER META16 @ 24 O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED m W PLAN ON WOOD USE HGA PLAN V ARCHS 2x BEARING WALL 1/4 X 3-1/2 SIMPSON 6' FROM EAVES. CLIPS @ 24" O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. p Of Ws_,'�SECTION RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS F1 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL ° @ _j���emn�rrr�`, w 1/2"=1'-0" 1/2"=1'-0"" 1-1/2"=1'-0"",=1'-0" 1'"-1'-0"" �''r a o ,6 ti ss� 4 ' ee. (Dee ®m(t� ,g+°✓• � � V a eS w p. z Z HANGER BY OTHERS EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS U FROM TOP OF WALL b @ 16" O.C. PER PLAN C (2) 2x SPF .TOP �`' '— TO BOTTOM OF SILL PRE ENGINEERED PLATES U.N.O. �e ` -7 Q PLATE ATTACH PER TRUSSES @ 24" O.C. • NAILING SCHEDULE MAX. PER PLAN .«0:® Q TRUSS PER PLAN 12 ®✓ ®eei ee J O ROOF SHEATHING (2) 2x HEADER °s `�� � J_ IMPSON H2.5 EA. ATTACH PER NAILING PER PLAN I SEE FLOOR PLAN SEE ARCHS FOR ROOF �, ' � � ,,�@° � � w ITRUSS WATERPROOFING AND +"fill�w� SCHEDULE 2x4 CONT. W/ (2) 12d I FOR MORE INFO I tk d.v: FINISH NAILS TO EACH STUD I I I I Q I I PRE-ENGINEERED 211 s, TRUSS PER PLAN I I I I I - 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE - n. 2x6 #2 SYP CONT. I PLAN I I I 10 (2) 2x SYP #2 COLUMNS W/Y2" EPDXY ANCHOR ) LEDGER W/ (2) Y4'"x3-1/2" OR J -BOLT 32" O.C. I I I STUDS ABOVE ARE N I J u., ON EITHER SIDE OF SDS WOOD SCREWS @ I W1 MIN. 7" EMBEDMENT ROOF SHEATHING I I I TO ALIGN W/ STUDS I J'A FROM EA. END USE & 6" FROM EACH END ATTACHED PER I I I BELOW GIRDER, PROVIDE SUFFICIENT ROOM 3 SCREWS FOR 24" SIMP ON LUS26. USE NAILING SCHEDULE"' ' FOR GIRDER HANGER O I S I I I I U❑ • - FLANGE. ATTACH I I I I a .. LEDGER TO EA. LCESS LEDGER INTO O.C. LUS26-2 FOR 2PLY I I I I Q ° z - '^ 77 COLUMN w/ (4) 1/4" x (TRUSS. VERIFY W/ I TRUSS (2) 2x TOP PLATE O.H. C CY 3-1/2" 8 TOTAL TRUSS SHOP PER ELEV. I B I I I •' ( ) LEDGER PER PLAN DRAWINGS rS SIMPSON SDS 2x8 SYP #2 LEDGER W/ 2 2x HEADER SEE @ 1 1 1 I w O 2x #2 SPF STUDS 16 O SCREWS MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING I I I 2x SPF BASE I d``' ami PLATE EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO U ti BOTTOM OF TUSLL OPT. TRUSS RECESS LEDGER SIDE NAILS) T. USE (4) GIRDER EE PLAN FORI I PRE-ENGINEERED I O • C' WINDOW ATTACHMENT E I D I I FLOOR SYSTEM I z WINDOW SEE PLAN INFO. IF WALL KNEEWALL OR BEAM O FOR LOCATION SHEATHING ISN'T CONT. D01 LEDGER AT GIRDER D03 LEDGER @OPEN TO BELOW LSTA18 STRAPS ARE Ion `" 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO{ SPF TOP 0 '-0" 3/4"=1'-0" PLL TOENAILS EACH SIDE GIRDER BELOW PLATES ATES U.N.O. I I _I IL IFWALL SHEATHING IS SEE LD02/SD4 FOR I I I w V) W STOPPED BELOW MORE INFO IF I I I (2) 2x HEADER EXTERIOR SHEATHING ROOF LINE TRUSSES ARE I fes- J SEE FLOOR PLAN I U Z FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL FOR MORE INFO QV ROOF SHEATHING I I I I rr (n TO BOTTOM OF SILL �$•r @ 24 O.C. TO 2x STUDS SEE PLAN H ATTACHED PER I I I I 0 ALIGN W/ STUDS BELOW PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILING SCHEDULE STUDS ABOVE ARE TO I I I B , n Q — NAILING SCHEDULE NAILS TO EACH STUD ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING I I I I W Q I (n (� id ATTACH PER NAILING PLAN SEE FLOOR FRAMING I I I I w0 Z �RUSS IMPSON H2.5 EA. PLAN FOR MORE INFOSCHEDULE I I I z J 2x P.T. BASE PLATE I I I O I 10 PRE-ENGINEERED SEE BEARING SCHED. I- v TRUSS PER PLAN SEE PLAN FOR `� I FOR A.B. INFO I I O Z DIRECTION _j TRUSS OU W & MOREINFO — _ — _ _ Q — -- --- H 1- - SEE FOUND. PLAN FOR FTG. REQ. I I 1 = W Z 2x6 #2 SYP CONT: H O LEDGER W/ (2) Y4"x3-1/2" — O SIMPSON LUS26. USE a6 : FLOOR TRUSS; SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2"ATTACH TOP w SIDS WOOD SCREWS @ PLATE TO HEADER WITH LSTA12 BENT OVER LCESS LEDGER INTO � LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR A �+ U RUSS. VERIFY W/ 16 O.C. MAX. & 3 TRUSS DIRECTION AND SCHEDULE ON FLOOR PLANS FOR a Z FROM EA. END -USE (3) I CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q L1J RUSS SHOP CONNECTION DETAIL 0 W SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER W (DRAWINGS 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL O MIN. (4) 16d NAILS TO & CONNECTION INFOSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1 ST ARE EXTERIOR, PROVIDE EXT. U MASONRY WALL PER EA. TRUSS, 24" O.C. PLAN B KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q OPT. TRUSS RECESS LEDGER G.T. USE (4)16d NAILS) BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z BOTTOM OF FLOOR SYSTEM 0 OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM - D04 LEDGER @LOW ROOF fiF1 TYPICAL CONNECTION @GIRDER OR BEAM fiF1 2 STORY INTERIOR BEARING WALL uN�ER 2ND soTaY col_uMN LocATIoN. z m ° 3/4"=1'-01" 3/4"=1'-0" 1""=1'-0" Q Z 0 J OCs 11 0 Z (� W Z J O O J z a W = 00000 04 O W .. Z NOT USED 16-295 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. bub o (za LU o w O I— JWP W �0_ Q ~ IY H ...�„� STRUCTURAL ENG: CFG / BAD U DRAFTING: -STRUCT: BM J QC CHECK: CC �,QILDiyG Z JOB No. TM - 2151428 LU �_ SCALE: AS INDICATED SA�VP ORI, W DATE: 01/12/16 d _ 2 16-295 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. bub STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ LLI STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK Q H LINE UP 2xJOIST IN z LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE cA STRINGERS W/UTILIZED AS BLOCKING W SIMPSON A35 / A34 CLIP TO FLOOR z SYSTEM & LANDING o FRAMING 2xJOISTS @ LANDING c� @ 16"O.C. W/ SIMPSON z N ~ z z W A35 OR LUS26 HANGER O z ON EACH SIDE p ~ U 2g W op H W 6" MIN. u') p W O O U (a z (2) 2x BEAM PER 2xJOIST (P.T. IF -� SCHEDULE REQ'D @ 4'-0" MAXATTACHING TO m W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT =9 Q 0� STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d p CONNECT TO, BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. 00 TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS z J TOENAILS EACH END x 3 1/2" TITENS @ 16" w W d o BELOW O.C. MAX. FOR to w 9r o1�lil[1// 0 ®�� °' ' A—A PLAN VIEW �e� �Of v @90 DEGREE TURN LANDING MASONRY 10MIN. �c _ W O SEE SCHEDULE FOR MAX WIDTH OF LANDING ® o° ®®a� ��° p z Z ry MIN. (3) 2x SYP #2 'fl Q STUDS REQ'D @ END ..°Wit ®� d 0 3/4 PLYWOOD OR OSB ° Q E OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH SHEATHING OVER® O 16d NAILS FROM OF LANDING LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL u- taP PACK PER GENERAL FLOOR CONSTRUCTION NOTES 4� t ~ MID SPAN BLOCKING PLYWOOD SHEATHING O;A �. TO MATCH JOIST cn DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING w ' STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER -a j, ��' co MASONRY WALL GENERAL FLOOR dr SYP #2 STRINGERS W/ ) SIMPSON A34 / A35 CONSTRUCTION OU CLIP TO FLOOR 2 016" O.C. NOTES p .. SYSTEM & LANDING O z MAX Q0 FRAMING LL 1� BEAM @ END OF -- o m ch LANDING PER .._ _ SCHEDULE W 15 cw _ tx SEE PLAN FOR U MASONRY WALL OR O 0 ZZ WOOD WALL SIMPSON A35 O*B\*Il CONNECTIONS IU) > MASONRY WALL OR 0FRAME WALL BEYOND[1,2) 2x 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO w END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R R (� �+�+ D U (D STRINGERS TO @ 16"O.C. W/SIMPSON LEDGERw/(3) 16d u -y CROSS SECTION OF BEAM TO LEDGER J� ^ J $ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. j C, J W U o� n TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 D to � C-4 �. E p J "4 a BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q oZS�'� d z BELOW O.C. MAX. FOR0 Q r : STRINGERS TO BE U U Ir AT LANDING .,. A—A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY z �— P NN�zn O W a99Its gI SEE SCHEDULE FOR MAX WIDTH OF LANDING --- (3) 16d TOENAILS U Q Z Z a� Q \ ST02 NOT USED O a<W E BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'4" RISE OF STEPS AND 2x6 3/4" U.S.B. W/ 8d NAILS 3/4"=1'-0" N.T.S. MIN. TREAD DEPTH 2x6 @ 3" O.C. TOP AND UNDER BEAMS LESS THAN 2x12) (3) 2x12 2x8 BOTTOM CHORD 11 (2) 2x12 2x6 -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN �— (3) 2x12 2x12 9'-0� (2) 2x12 2x8 PENDING LANDING 9'-01, \ 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9._011 (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID -SPAN............ A (2) 2x12 A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER — 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'4" 2x ATTACHED TO i 2x JOIST (P.T. IF STRINGER I ATTACHING TO -r I I I I MASONRY WALL) CONT I I I 2x6 VERTICAL @ 6'-0" LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I 1 I I TO EACH STUD. ((2) 1/4"' ONE @ MID -SPAN I I I I IIII O.C. MIN.. AND @ANY x 3 1/2" TITENS @ 16" 10d NAILS @ 4" O.C. I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF OPENING W/IN LANDING FOR TOENAILS BOTTOM z STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO NOTCH SILL PLATE TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" p W BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END VERTICAL MIN. (3) 2x4 SPF #2 NOTCH SILL AND DISTANCE OF 1-1/2" p COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'4" (2) 2x12 2x6 6'-0" 3/4"=1'-0" N.T.S. (1) 2x12 (1) 2x8 2x6 4'-0" UNDER BEAMS LESS THAN 2x12) (3) 2x12 2x8 8'-0" 11 (2) 2x12 2x6 6'-01' (1) 2x12 (1) 2x8 2x6 4'-0" Gt (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" J I— �— (3) 2x12 2x12 9'-0� (2) 2x12 2x8 7'-0" 9'-01, (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9._011 (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'4" BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PLAN EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS SANFORD O �� �"�RTM�' - SCALE: AS INDICATED - - - -- DATE: 01/12/16 STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST01 GEN. STAIR AND LANDING FRAMING DETAILS ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES OU X3 SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR # C 5 � 6 2 9 ~ 3/4"=1'-0" (3) 3/4"=1'-0" N.T.S. LU e UNDER BEAMS LESS THAN 2x12) �� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ~ W Gt ~ z � J I— �— 0 0 `3-% I I 2x4 CONT. TOP PLATE W OIL SEE ARCH PLAN r _�---- MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO zW STUDS W/ (2) 16d TOE p W 2x4 #2 SPF STUDS X X NAILS O -r 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ U U) O.C. MIN.. AND @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 4 OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p W KNEEWALLFOR VERTICAL NOTCH SILL AND p PLYWOOD FLOORING a TO ALLOW VERTICAL 2x L -BRACE W/ 12dTO 2x6 VERTICAL AND SLIDE DOWN TO O z m 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS pQ Z @ ANY OPENING 2x4 CONT. TOP PLATE O 0 O) 11 (ATTACH TOP PLATE 0 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d z _ � � DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSSW/ . 3) Ya" x 3„ 3 1/2" ( TOE NAILS 3 Z Z 0 SECTION X -X N.T.S. SDS WOOD SCREWS w = J 0 EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p �_ Q L 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z I= o Y ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I— W '. 0 STUDS 2/ (2) 16d TOE '�`�` STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS = 0 00 NAILS NAILS '�`�` BELOW (OTHERWISE I-_ Lin0 2x4 #2 SPF STUDS @ I I SEE ARCH PLAN ATTACH W/ (2) 12d N m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O0 O W Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X p J 0 �..�. SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z W 0 ,�.. FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO ( 16d TOE NAIL EA. C7 -� a 0 = I ACCOMMODATE 2x I CONT. BRACE & 10d i5 0 F- H 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 0 (� 2x4 #2 SPF SILL PLATE NOTCH SILL AND' 10d NAILS @ 4" O.C. _ FLOOR SHEATHING C W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ) .. I ATTACH 2x4 TO TRUSS :D STRUCTURAL ENG: CFG !BAD TO SLIDE DOWN TO W/ (2) Y"x3" SDS I— U DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY Z) STRAP (1 EA. SIDE OF '� SPACED &CENTERED � -STRUCT: BM STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND " IN TRUSS cn QC - CHECK: --- CC TO TRUSS W/ (3) Ya' x 31' L-BRACE6'-0" O.C. & @ �)ILDiN C _j Q _ . FLOOR BEAM CONDITION SIDS SDS WOOD SCREWS @ANY OPENING JOB No. TM - 2151428 FLOOR BEAM SEE z _ BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PLAN EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS SANFORD O �� �"�RTM�' - SCALE: AS INDICATED - - - -- DATE: 01/12/16 STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST01 GEN. STAIR AND LANDING FRAMING DETAILS ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 16d TOENAILS (BLOCK SOLID SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR # C 5 � 6 2 9 ~ 3/4"=1'-0" (3) 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16 295 ZQ� 61c" 54-1 14c.