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Home My WebLink About123 Big Spring Ter 15-1695 New construction SFHGENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS ANP/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 42 THORNBROOKE 40 S OCCUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE MANCHESTER 2138 GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 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 ELEVE C SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT EXTERIOR FINI6HE5: ` JOB NUMBER 25002.146 ` THIME55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND ASTM 0926. INSTALLATION OF CAD FILE NAME LOT 42 GAMGE RIGHTEXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2 AND A5TM C 1063: PROVIDE BOND ISSUED 04-23-15 BREAK 1N ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 REVISED - ��, °�� e��vu�Irrrr 5T UCCO CONTROL JOINTS: { �� r STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN ,4 5.F. ,0000..,•-'f-- AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED I8 FT..': .'` '• : o "" TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE" ,,\ !°`w Lr" w -" DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS • �° CONTROL JOINTS W �' }.. pC • ;� 4 EGRE55. �e.• co x,;r EAGH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE56 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW a' MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR THORN R VRO01\�( E 4O S DIRECTION, AND AROUND ROOF OPENINGS 2. APPROVED CORROSION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNITY SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED ROGATIONS PER (8103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS BEWS MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 5U5 FASGIA, 5HINGLE ROOF, ELECTRIC HEAT, GA5 DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, 150 AMP SERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOOR5 THROUGHOUT, PAINTED KNEE'WALL5, 30" UPPER5 AT KITCHEN, GA5 RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. COV - GENERAL NOTES SPECIFICAT INDEX IONS • K 0 w I DESBGNGRovP C J o DWELLING / GARAGE OPENING5: doN n Y/ O 04 (1) .� N �, r 150 STATE STREET FAST OL �FO�o 346-7-7 THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE 1 - SLAB INTERFACE PLAN (5.0.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS > r M 2A1 Lm FLOOD ZONE REQUIREMENTS: O = n V "0 O 2A2 oiCo PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATIION 5HINGLE5 APPLICABLE): T,4_MPA • DE gVEP- o ON rof� A5PHALT (IF Z 00 R 2 B 1 - UPPER FLOOR P LAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES 2 B 2 EXTERIOR FINI6HE5: ` JOB NUMBER 25002.146 ` THIME55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND ASTM 0926. INSTALLATION OF CAD FILE NAME LOT 42 GAMGE RIGHTEXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.2 AND A5TM C 1063: PROVIDE BOND ISSUED 04-23-15 BREAK 1N ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 REVISED - ��, °�� e��vu�Irrrr 5T UCCO CONTROL JOINTS: { �� r STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN ,4 5.F. ,0000..,•-'f-- AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED I8 FT..': .'` '• : o "" TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE" ,,\ !°`w Lr" w -" DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS • �° CONTROL JOINTS W �' }.. pC • ;� 4 EGRE55. �e.• co x,;r EAGH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE56 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW a' MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR THORN R VRO01\�( E 4O S DIRECTION, AND AROUND ROOF OPENINGS 2. APPROVED CORROSION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNITY SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED ROGATIONS PER (8103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS BEWS MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 5U5 FASGIA, 5HINGLE ROOF, ELECTRIC HEAT, GA5 DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, 150 AMP SERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOOR5 THROUGHOUT, PAINTED KNEE'WALL5, 30" UPPER5 AT KITCHEN, GA5 RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. COV - GENERAL NOTES SPECIFICAT INDEX IONS I DESBGNGRovP DWELLING / GARAGE OPENING5: 150 STATE STREET FAST OL �FO�o 346-7-7 THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE 1 - SLAB INTERFACE PLAN (5.0.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: 813. 92S . 1800 FAX WWW.DAVLSBEWS.COM 2A2 - MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATIION 5HINGLE5 APPLICABLE): T,4_MPA • DE gVEP- FST. 1994 " A5PHALT (IF R 2 B 1 - UPPER FLOOR P LAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES 2 B 2 - UPPER ` F LC►C► R PLAN DIMENSIONS FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM,p 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I OR TYPE 1108 A51M D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. 2C- PLAN DETAILS CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT 3C1 - FRONT ELEVATION 11C11 EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. AND TUB 5NOWER AREA5: CEMENT FIBER -GEMENT OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A51M C1288 C1325 OR C1118 AND IN5TALLED 3C2 - SIDE AND REAR ELEVATIONS, ROOF PLAN � R IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN AND BUILDING SECTION SHOWER AREAS Q\3 tERMiiE PROTECTION: 07)7 30 - F1. /` SHING DET AILS 1. PENETRATION. PROTECTIVE 5LEEVE5 A(��UND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING L/1 /`1 0 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4A - MAIN FLOOR ELECTRICAL PLAN N0 TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 0 l 2. PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF 4 B - UPPER 'FLOOR ELECTRICAL PLAN DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKS OR ON A ROOF ABOVE ANOTHER ROOF, M0 MECHANICAL AND HVAC. W RECORD COPY I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 un PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS REVIEWED POR CODE COMPLIANCE 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN PLANS EXAMI DAER ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. ,t ' EXHAU5T FAN5 AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHAR5ED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL SAIVFORI) till NO DIVISION BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS $HALLNOT D15CHAR5E INTO AN ATTIC, CRAWL SPACE, r*4 OR OTHER AREAS IN51DE THE BUILDING. A PERMIT ISSUED SHALL FEE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NO3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR NOT AUTHORITY TO VIOLATE, CANCEL, ALTER O ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL mm) FOR EACH 90 DEGREE 11.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION CONSTRUCTION OR VIOLATIONS OF THIS CODE INSTRUCTIONS WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL. BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. COMPACTION TEST• ATTENTION GENERAL CONTRACTOR /BUILDER: nQUIPJED 155UANCE OF PLANS FROM THIS DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, Results to be Verified AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY P15GREPANCY OF ERROR 1N NOTES, • at Slab inspection DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'$ OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI6ION5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2138 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES IF ANY MODIFICATIONS ARE MADE TO THESE • EL-1 PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 01-23-2015 (TMH) TITLESANFORD COVER SHEET GENERAL NOTES REVISION LOG 5 1 69 5 • SHEET • s n, N.B. ELEVATION !) m'-4" e ELEVATION u M 4" • 14'-0" • K m to U r0 0oN� n O N M > M OD. 00 0 n CO V'L�Qi =�}iN I- O� `V � ZGb JOBNUMBER I,I125�46 • CAD FILE NAME LOT 42 Q �y CA 8 8 0- CO G.C. VERIFY PAVERS co ON LANAI „ 8 8 r---� 134"x3-0" A/CI PAD (SEE MECH. ICONTRACTOR 1 ELEVATION I FOR LOGJ I O m' 4" L — -1 16'-2.. 8" 9'-2.. 3' 4„ 8" '111 - RECE55 FOR POCKET SLIDER TAMPA • DENVER EST. 1994 111 4" P.Y.C: 111 3/4" P.V.G. Q LL •, cm sv CONDENSATION u, — ~Zro . DRAIN BY PLUMBER J � 0 ,fill T I I �Q TILE SEAT — — — ABV. — `�' SHOWER RECESS 9 2'-m" = AIR HANDLER REFERENCE �* LINES FROM E�., LEVATIDN UPPER FLOOR OPT. I I OPT, LWA6NER J LDRYER J J 2' 8" 4" P.V.C. I SINK r W/ pISP 2'-1" IS' 9" 4'-8" 41-611 3/4" P.V.C. PROVIDE WATER n a CONDENSATION LINE FOR ICE MAKER DRAIN BY PLUMBER coil 3/4" RECESS a Z �o o, FOR ENTRY DR. �^ m \1/2" v R / e, 5m GAL, W,H,- 5'-0" 3'-8" 8"2'-8" 2'-1" T-91/2" - ELEVATION I l) m'-4" Z� PAVERS 0 I I I I I I � N I C.J. ---------=J------ I I co v I I � _ I I I vl ELEVATION l ) m'-6" I . AA PAVER DRIVE / LEADWALK 3C2 8' 8" 21'-4" • • K m to U r0 0oN� n O N M > M OD. 00 0 n CO V'L�Qi =�}iN I- O� `V � ZGb JOBNUMBER I,I125�46 • CAD FILE NAME LOT 42 �y tor r.. JOBNUMBER I,I125�46 • CAD FILE NAME LOT 42 �y tor DAVIS B EWS DESIGN GPOVP t,SSUED 04-23-15 I50 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL. 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 Q LL •, cm sv — ~Zro . ,fill r.. �y tor DAVIS B EWS DESIGN GPOVP I50 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL. 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 0 s W N HIGH EFFICIENCY ENERGY PACKACsE OPTION TO INCLUDE: OPEN CELL SPRAY FOAM - ON ALL EXTERIOR WOOD ASSEMBLIES (WALLS AND J ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP. >= H.B.0 <_ Fmmw� 2138 v �t) Nc 695 * * * * * G.C. VERIFY THAT DECD DRAIN bLAb I T E Kt-AlLt: P 15 INSTALLED AT PLANTERS BETWEEN WALKWAY ANDGARAGE SCALE: 1/4" = 1'-m" **** GARAGE RIGHT • SHEET • �9'1 OM.50TTOM OF LINTEL T.O.M. -4" AT 8'-0" A.F.F. 9'-4" A.F.F. AFF. 13' 0"x3 0" A/CI 1 G.C. VERIFY PAVERS PAD (SEE MECi. 1 ON LANAI CONTRACTOR BOTTOM OF LINTEL BOTTOM OF LINTEL IFOR LOC.) I AT 8'-0" A.F.F. LANAI AT 6-0" A.F.F. REFER TO SHEET 2A2 L — — J 16'-0"x8'-0" FOR MAIN FLOOR I 9'-4" PLT. HT. I PLAN DIMENSIONS T.O-M, 3 - 26 SH. I I T.O.M. HD. AT 8'-0" I 9 4 9'-4" * EGRESS AFF. 9 0x8 0 TEMP. PKT. SLIDER 2.8x8-0 9'-4" 2 STORY CLG. CLC. N.B. 2 -STORY voLUME 7 MASTER SUITE 13'-1o"x12'-10" FAMILY ROOM 9'-4" FLAT CLG. 14'-6"x16'-0.. 2 -STORY VOLUME FLAT HEADER AT 6-01'� o 2.8x8-0 = ry u M. BATH 2460 —z — ---- 9'-4 BFD d o 9'QI -411 I cAr la DINING ROOM TEMP. GL ENOL. OPENING TILE SHOWER I I 14'-6"x10'-0" ON 42" H, LOW WALL TO UNDER I 9'-4" FLAT CLG. n STAIRS ciQ 18° H. TILE STAIR DATA: �. SEAT 18 RISERS AT _ _x — —WALL DRYER 1.38" EACH KNEE 42" H. NANSEN ISN, -I 1 VENT — — J 10.00 TREADS WALL TCOUNTERTOP BOX OPT-1I0PT. R/5 WASHER DRYER -� x o 42" H. L. _ER JL_ -- N o LOW WALL /--------- UTILLax8O HANDLER / __ 00 9'-4" FROM FLAT CLGR FLOOR s v / a � "�' Ips' WNDISP 1 u CLG. VENT HOOD ci } 2"18,11 TO EXTERIOR � Q / ARCH FROM a O /8' O" To s' 8"KITCHEN O 9'-4" FLAT CLG. PWDR / / 9' 4° / 0\ lo Lu co G.C. VERIFY GLASS , aD N �. i INSERT FOR FRONT ri �� A V DOOR."b"� / �y r o.H.c. 5 SH. �, HATCHING LEGEND INE TEXTURED FOAM I TO FURRING�� INSULATE �— — — INSULATE WALL BANDING (TYP.) WALLS INSULATE W.N. (5EE ELEVATION) I L -INSULATE WALLS ABV. 7 LINE OF SECOND 50 GAL, WA FLOOR ABY, FLAT HEADER I PAVERS — _ CLEAR OPENING HEIGHTS AT 8'-0" AF,F,- i Y IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE ENTR F L — — " — — J WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE 9'-4" PLT. HT. 54"x22" FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART T.O,M. L-- — - - — — — - ATTIC ACCE55 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE AFF. �� NOTE: ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE ALL INTERIOR GARAGE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ANGLED WALLS 20'-0"x20'-0" ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE FLAT NEARER ARE AT 45 IUN,OJ 9'-4" PLT. HT. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE LINE OF AT 8' 0" AFF, DRY5TACK FINISHED FLOOR PER FB.C, 2010 RESIDENTIAL CODE 86122 LEDGE5TONE LINE OF WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, DRY5TACK LINE OF GARAGE DOOR IN OPEN POSITION WHERE PROVIDED, SHALL COMPLY WITH THE LEDGE5TONE r — — — — — — — — — — — — — — - — — — — - REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL o �! •, RESIDENTIAL CODE 8612.3 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EMBLIE5 (WALLS AND TYPICAL MASONRY X N w WINDOW SCHEDULE C 0 to WINDOW WIDTHS J h W 0 20" 21" N00) C9 y WINDOW CALL -OUTS W W W.DAVISBEWS.COM r EST. 1994 �- IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED 0 2_ N 6. J 'o N (D 26" 12 5H 1/2 32 5H 22 5H 32 5H W 'ad` o oN ro^ 1 40 zr�� •• • . .r co • O ® • r C> N H � • • '� = 39" O 13 5H 1/2 33 SH 23 5H 33 5H �, J Q.- � 1]57 5.F. ' p 51" 14 5H 1/2 34 SH 24 5H 34 5H 9815.F. i 16.0x1-0 O.H. GARAGE DOOR 0 u FOR MAIN FLOOR Z TOTAL LIVING 2138 5.F. 15 5H 1/2 35 5H 25 5H 35 5H FLAN DIMENSIONS 12" 16 5H 1/2 36 5H 26 5H 36 5H GARAGE 451 S.F. C.C. VERIFY M45ONRY OPENINGS FOR ALL WINDOJ5, � w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURE 6PECIEICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW LANAI 128 S.F. U5ED (SINGLE HUNG -514, CA5EMENT- C5MT, OR FIXED 9'-4.. AFF. GLA55- F.G.) 2.8x8-0 = ry u M. BATH 2460 —z — ---- 9'-4 BFD d o 9'QI -411 I cAr la DINING ROOM TEMP. GL ENOL. OPENING TILE SHOWER I I 14'-6"x10'-0" ON 42" H, LOW WALL TO UNDER I 9'-4" FLAT CLG. n STAIRS ciQ 18° H. TILE STAIR DATA: �. SEAT 18 RISERS AT _ _x — —WALL DRYER 1.38" EACH KNEE 42" H. NANSEN ISN, -I 1 VENT — — J 10.00 TREADS WALL TCOUNTERTOP BOX OPT-1I0PT. R/5 WASHER DRYER -� x o 42" H. L. _ER JL_ -- N o LOW WALL /--------- UTILLax8O HANDLER / __ 00 9'-4" FROM FLAT CLGR FLOOR s v / a � "�' Ips' WNDISP 1 u CLG. VENT HOOD ci } 2"18,11 TO EXTERIOR � Q / ARCH FROM a O /8' O" To s' 8"KITCHEN O 9'-4" FLAT CLG. PWDR / / 9' 4° / 0\ lo Lu co G.C. VERIFY GLASS , aD N �. i INSERT FOR FRONT ri �� A V DOOR."b"� / �y r o.H.c. 5 SH. �, HATCHING LEGEND INE TEXTURED FOAM I TO FURRING�� INSULATE �— — — INSULATE WALL BANDING (TYP.) WALLS INSULATE W.N. (5EE ELEVATION) I L -INSULATE WALLS ABV. 7 LINE OF SECOND 50 GAL, WA FLOOR ABY, FLAT HEADER I PAVERS — _ CLEAR OPENING HEIGHTS AT 8'-0" AF,F,- i Y IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE ENTR F L — — " — — J WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE 9'-4" PLT. HT. 54"x22" FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART T.O,M. L-- — - - — — — - ATTIC ACCE55 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE AFF. �� NOTE: ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE ALL INTERIOR GARAGE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ANGLED WALLS 20'-0"x20'-0" ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE FLAT NEARER ARE AT 45 IUN,OJ 9'-4" PLT. HT. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE LINE OF AT 8' 0" AFF, DRY5TACK FINISHED FLOOR PER FB.C, 2010 RESIDENTIAL CODE 86122 LEDGE5TONE LINE OF WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, DRY5TACK LINE OF GARAGE DOOR IN OPEN POSITION WHERE PROVIDED, SHALL COMPLY WITH THE LEDGE5TONE r — — — — — — — — — — — — — — - — — — — - REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL o �! •, RESIDENTIAL CODE 8612.3 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EMBLIE5 (WALLS AND X N w C 0 to CAD FILE NAME LOT 42 J h W 0 n ISSUED 04-23-15 N00) C9 y OL )WW FLORIDA 39677 813 925 1300 TFL. >=j cm W W W.DAVISBEWS.COM TAMPA • r-MNA, FR EST. 1994 �- IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED 0 2_ N 6. J 'o N W C 0 Ltrorn cm0 C 0 0 . 'ad` o oN ro^ 1 40 zr�� •• • . .r co • O ® • r C> N H � • • '� 2.8x8-0 = ry u M. BATH 2460 —z — ---- 9'-4 BFD d o 9'QI -411 I cAr la DINING ROOM TEMP. GL ENOL. OPENING TILE SHOWER I I 14'-6"x10'-0" ON 42" H, LOW WALL TO UNDER I 9'-4" FLAT CLG. n STAIRS ciQ 18° H. TILE STAIR DATA: �. SEAT 18 RISERS AT _ _x — —WALL DRYER 1.38" EACH KNEE 42" H. NANSEN ISN, -I 1 VENT — — J 10.00 TREADS WALL TCOUNTERTOP BOX OPT-1I0PT. R/5 WASHER DRYER -� x o 42" H. L. _ER JL_ -- N o LOW WALL /--------- UTILLax8O HANDLER / __ 00 9'-4" FROM FLAT CLGR FLOOR s v / a � "�' Ips' WNDISP 1 u CLG. VENT HOOD ci } 2"18,11 TO EXTERIOR � Q / ARCH FROM a O /8' O" To s' 8"KITCHEN O 9'-4" FLAT CLG. PWDR / / 9' 4° / 0\ lo Lu co G.C. VERIFY GLASS , aD N �. i INSERT FOR FRONT ri �� A V DOOR."b"� / �y r o.H.c. 5 SH. �, HATCHING LEGEND INE TEXTURED FOAM I TO FURRING�� INSULATE �— — — INSULATE WALL BANDING (TYP.) WALLS INSULATE W.N. (5EE ELEVATION) I L -INSULATE WALLS ABV. 7 LINE OF SECOND 50 GAL, WA FLOOR ABY, FLAT HEADER I PAVERS — _ CLEAR OPENING HEIGHTS AT 8'-0" AF,F,- i Y IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE ENTR F L — — " — — J WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE 9'-4" PLT. HT. 54"x22" FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART T.O,M. L-- — - - — — — - ATTIC ACCE55 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE AFF. �� NOTE: ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE ALL INTERIOR GARAGE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ANGLED WALLS 20'-0"x20'-0" ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE FLAT NEARER ARE AT 45 IUN,OJ 9'-4" PLT. HT. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE LINE OF AT 8' 0" AFF, DRY5TACK FINISHED FLOOR PER FB.C, 2010 RESIDENTIAL CODE 86122 LEDGE5TONE LINE OF WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, DRY5TACK LINE OF GARAGE DOOR IN OPEN POSITION WHERE PROVIDED, SHALL COMPLY WITH THE LEDGE5TONE r — — — — — — — — — — — — — — - — — — — - REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL o �! •, RESIDENTIAL CODE 8612.3 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EMBLIE5 (WALLS AND JOB NUMBER 25002.146 • CAD FILE NAME LOT 42 DAVIS B EM(9 ISSUED 04-23-15 DESIGN GROUP e OL )WW FLORIDA 39677 813 925 1300 TFL. 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • r-MNA, FR EST. 1994 �- IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED . 'ad` o 1 •• • . .r co • O ® • r C> N H � • • '� pc11 � cwt �� 1-fY O 1 1 �, ...I "` • ,� Q.- � 1]57 5.F. 0H.B. REFER TO SHEET 2A2 2.8x8-0 = ry u M. BATH 2460 —z — ---- 9'-4 BFD d o 9'QI -411 I cAr la DINING ROOM TEMP. GL ENOL. OPENING TILE SHOWER I I 14'-6"x10'-0" ON 42" H, LOW WALL TO UNDER I 9'-4" FLAT CLG. n STAIRS ciQ 18° H. TILE STAIR DATA: �. SEAT 18 RISERS AT _ _x — —WALL DRYER 1.38" EACH KNEE 42" H. NANSEN ISN, -I 1 VENT — — J 10.00 TREADS WALL TCOUNTERTOP BOX OPT-1I0PT. R/5 WASHER DRYER -� x o 42" H. L. _ER JL_ -- N o LOW WALL /--------- UTILLax8O HANDLER / __ 00 9'-4" FROM FLAT CLGR FLOOR s v / a � "�' Ips' WNDISP 1 u CLG. VENT HOOD ci } 2"18,11 TO EXTERIOR � Q / ARCH FROM a O /8' O" To s' 8"KITCHEN O 9'-4" FLAT CLG. PWDR / / 9' 4° / 0\ lo Lu co G.C. VERIFY GLASS , aD N �. i INSERT FOR FRONT ri �� A V DOOR."b"� / �y r o.H.c. 5 SH. �, HATCHING LEGEND INE TEXTURED FOAM I TO FURRING�� INSULATE �— — — INSULATE WALL BANDING (TYP.) WALLS INSULATE W.N. (5EE ELEVATION) I L -INSULATE WALLS ABV. 7 LINE OF SECOND 50 GAL, WA FLOOR ABY, FLAT HEADER I PAVERS — _ CLEAR OPENING HEIGHTS AT 8'-0" AF,F,- i Y IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE ENTR F L — — " — — J WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE 9'-4" PLT. HT. 54"x22" FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART T.O,M. L-- — - - — — — - ATTIC ACCE55 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE AFF. �� NOTE: ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE ALL INTERIOR GARAGE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ANGLED WALLS 20'-0"x20'-0" ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE FLAT NEARER ARE AT 45 IUN,OJ 9'-4" PLT. HT. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE LINE OF AT 8' 0" AFF, DRY5TACK FINISHED FLOOR PER FB.C, 2010 RESIDENTIAL CODE 86122 LEDGE5TONE LINE OF WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, DRY5TACK LINE OF GARAGE DOOR IN OPEN POSITION WHERE PROVIDED, SHALL COMPLY WITH THE LEDGE5TONE r — — — — — — — — — — — — — — - — — — — - REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 HIGH EFFICIENCY ENERGY PACKAGE OPTION TO INCLUDE: OPEN CELL o �! •, RESIDENTIAL CODE 8612.3 SCALE: 1/4" = I'-0" GADAGE RIGH1 SPRAY FOAM - ON ALL EXTERIOR WOOD A55EMBLIE5 (WALLS AND DAVIS B EM(9 ROOF) THAT ARE ABUTTING AIR CONDITIONED SPACE, CORE FILL FOAM DESIGN GROUP e OL )WW FLORIDA 39677 813 925 1300 TFL. 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • r-MNA, FR EST. 1994 �- IN ALL BLOCK WALL CAVITIES THAT ARE ABUTTING AIR CONDITIONED SPACE, AND MECHANICAL VENTILATION FRESH AIR MAKE-UP, 1 1 1 MAIN FLOOR 1]57 5.F. 0H.B. REFER TO SHEET 2A2 UPPER FLOOR 9815.F. i 16.0x1-0 O.H. GARAGE DOOR 0 u FOR MAIN FLOOR TOTAL LIVING 2138 5.F. FLAN DIMENSIONS GARAGE 451 S.F. T.OM. PAYER DRIVE / LEADWALK LINE OF LANAI 128 S.F. 9'-4.. AFF. DRY5TACK ENTRY 89 S.F. AA LEDGE5TONE TOTAL 5Q. FT. 280(o 5.F. G.G. VERIFY GUTTERS 3G2 COMPLETE HOUSE q 1 695 MAIN FLO0 LAN -NOTES SCALE: 1/4" = I'-0" GADAGE RIGH1 • TITLE • MAIN FLOOR PLAN NOTES • SHEET2A1 • DAVIS B EM(9 DESIGN GROUP 150 STATE STREET EAST OL )WW FLORIDA 39677 813 925 1300 TFL. 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • r-MNA, FR EST. 1994 �- • TITLE • MAIN FLOOR PLAN NOTES • SHEET2A1 • �O 0 0 oC0z W H 1 REFER ?0 SHEET 2AI r*4 0 FOR MAIN FLOOR PLAN NO?E5 >=J 0 -< 2138] o T1 TLE • �' qr� rtv ria MAIN FLOOR PLAN DIMENSIONS 5- S , MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT 14'-0" 16'-0" X ca U too N CAD FILE NAME LOT 42 � h rn ISSUED 04-23-15 — — — — — — — — — — — — — - /O/�� poI(��. V/ am N m T - . JM c0 _ `i. �Q�-• � J V n. 0 0 0,0 r- 811 LANAI $11 all OU) MW FLORIDA 34677 813.925.1300 TEL IL = 0 W W W W.DAVISBEWS.COM TAMPA • DENVER L o. m O 12'-0" 4'-2" I I I 8" V-2" M.D. 3'-4" $1CIO fes. (A m yp O r 2 p T zG0 V �., • Of cl- - *44 I I LW ttW1il cz NB. MASTER SUITE FAMILY ROOM M 5' 0" 2' $.. 1' 2"L 115' 2" N _ N v 6'-0" 2' 6" 2' 10" 3' 6" M. BATH M 10- - -- - - - - - I �IF N DINING ROOM I I 0 L '� F7-1 L-- UTI L ----- - \I O m 8,, PWDR �' o 0 :ODKITCHEN 17 N O � I 5'-0" 3'-$" 3'-4" 2'-L. ( 6�.3�� 9•-$�� ENTRY L - GARAGE d- _ N - - - - - - - - - - - - - - - - - =T I i 16'-0" M.O. T-0" 6'-$" 2' $" 2'-$" $'-$" 21'-4" 30'-0" �O 0 0 oC0z W H 1 REFER ?0 SHEET 2AI r*4 0 FOR MAIN FLOOR PLAN NO?E5 >=J 0 -< 2138] o T1 TLE • �' qr� rtv ria MAIN FLOOR PLAN DIMENSIONS 5- S , MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT X ca U too N CAD FILE NAME LOT 42 � h rn ISSUED 04-23-15 /O/�� poI(��. V/ am N m T . JM `i. �Q�-• � J V n. 0 0 0,0 r- 0 o�C0 Ei OU) MW FLORIDA 34677 813.925.1300 TEL IL = 0 W W W W.DAVISBEWS.COM TAMPA • DENVER L o. m O pet. fes. (A yp O r 2 p T zG0 V �., • Of �O 0 0 oC0z W H 1 REFER ?0 SHEET 2AI r*4 0 FOR MAIN FLOOR PLAN NO?E5 >=J 0 -< 2138] o T1 TLE • �' qr� rtv ria MAIN FLOOR PLAN DIMENSIONS 5- S , MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT JOB NUMBER 25002.146 CAD FILE NAME LOT 42 yaq ISSUED 04-23-15 REVIS_ EQ... _ DAVIS BEW DESIGN GROUP 150 STATE STREET EAST OU) MW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 pet. V �., • Of cl- - *44 LW ttW1il �O 0 0 oC0z W H 1 REFER ?0 SHEET 2AI r*4 0 FOR MAIN FLOOR PLAN NO?E5 >=J 0 -< 2138] o T1 TLE • �' qr� rtv ria MAIN FLOOR PLAN DIMENSIONS 5- S , MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT yaq DAVIS BEW DESIGN GROUP 150 STATE STREET EAST OU) MW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �O 0 0 oC0z W H 1 REFER ?0 SHEET 2AI r*4 0 FOR MAIN FLOOR PLAN NO?E5 >=J 0 -< 2138] o T1 TLE • �' qr� rtv ria MAIN FLOOR PLAN DIMENSIONS 5- S , MAIN FLOOR PLAN DIMENSIONS' 2SHEET A2 GARAGE RIGHT PROVIDE --, PAN AND DRAIN UNDER A.N.U. 24" N. A/C —f PLATFORM 9 ci 3050 5H. HD. AT 1'•6" * EGRE55 I I I 1 I I' 4050 F.G. AT 1'4' 1 W. 2ND F.F. FLUSH FRAME TO FURRING BELOW 3050 5H, TYPICAL WOOD FRAME HD, AT 1'-8° x 0 WINDOW SCHEDULE la WINDOW WIDTHS CAD FILE NAME LOT 42 Lu_ , 24" ISSUED 04-23-15 } IF\ 813. 92-5.1800 FAX WINDOW CALL -OUTS f C L BATH 2 C 20" CLG. d N� 2018 F.G. PROVIDE --, PAN AND DRAIN UNDER A.N.U. 24" N. A/C —f PLATFORM 9 ci 3050 5H. HD. AT 1'•6" * EGRE55 I I I 1 I I' 4050 F.G. AT 1'4' 1 W. 2ND F.F. FLUSH FRAME TO FURRING BELOW 6.. f CLG.ci `I N TYPICAL WOOD FRAME • x 0 WINDOW SCHEDULE la WINDOW WIDTHS CAD FILE NAME LOT 42 0 20" 24" ISSUED 04-23-15 N� ~ IF\ 813. 92-5.1800 FAX WINDOW CALL -OUTS f `` 11 L ? ��C'i (D 20" V) 1515 F.G. 2018 F.G. 3015 RG, 4018 F.G. W 8i coo 30%vft� E�yro� to L =;N 0 T = 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 CE J W - Cr 36" v 1530 5H 2030 5H 3030 5H 4030 5H Z 45" 0 1540 5H 2040 5H 3040 5H 4040 5H z 60 3: 1550 5H 2050 5H 3050 5H 4050 5H 1211 1560 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, tLu o UJINDOW 51ZE5 AND INSTALLATION MAY VARY PER f- MANUFACTURE SPECIFICATIONS. O 0 REFER TO FLOOR PLANS FOR 6TYLE OF WINIDOW z USED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.GJ 6.. f CLG.ci `I N CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UI;4-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B,C, 2010 RESIDENTIAL CODE 86123 IL r 0 2138 REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMEN51ON3 SAl,1tr 0RfJl F� r( j��41� 695 UPPER FLOOR PLAN NOTES GARAGE RIGHT • x 0 la Ur0 CAD FILE NAME LOT 42 0 J n0 ISSUED 04-23-15 N� ~ 813. 925. 1300 TEL 813. 92-5.1800 FAX IA N ON m EST. 1994 F�— f `` 11 L ? ��C'i U. 00 `� C 8i coo 30%vft� E�yro� to L =;N 0 T 00 Z�Ler O CE N CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UI;4-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B,C, 2010 RESIDENTIAL CODE 86123 IL r 0 2138 REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMEN51ON3 SAl,1tr 0RfJl F� r( j��41� 695 UPPER FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER 25002.146 • CAD FILE NAME LOT 42 IL DESIGN GROVP ISSUED 04-23-15 OUXAWL, FLORIDA 34677 813. 925. 1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM "' EVISED EST. 1994 F�— f `` 11 O CE N W - Cr CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UI;4-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B,C, 2010 RESIDENTIAL CODE 86123 IL r 0 2138 REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMEN51ON3 SAl,1tr 0RfJl F� r( j��41� 695 UPPER FLOOR PLAN NOTES GARAGE RIGHT DAVISlift SEWS IL DESIGN GROVP 150 STATE STR= FAST OUXAWL, FLORIDA 34677 813. 925. 1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • 17ENVEFi EST. 1994 F�— CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UI;4-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B,C, 2010 RESIDENTIAL CODE 86123 IL r 0 2138 REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMEN51ON3 SAl,1tr 0RfJl F� r( j��41� 695 UPPER FLOOR PLAN NOTES GARAGE RIGHT d s d n t • JOB NUMBER 25002.146 e CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED 00 CN i Ze �: Q CIO •,U o 04 • nipi e+re cob•erect 1� �W jaw DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU SMAR, I7 ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 0 0 7p 0 V) N 0 >mJ F- J F- r r REFER TO SHEET 251 FOR UPPER FLOOR 2138 PLAN NOTES • �art5 r°tiN.Nj '1 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT X l0 tow. U r0 0 �0 do p0(��W Imm0 ay�M • 0 m � iw O�,C0orn E Y u:= � rCY oam 0 z�� • JOB NUMBER 25002.146 e CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED 00 CN i Ze �: Q CIO •,U o 04 • nipi e+re cob•erect 1� �W jaw DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU SMAR, I7 ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 0 0 7p 0 V) N 0 >mJ F- J F- r r REFER TO SHEET 251 FOR UPPER FLOOR 2138 PLAN NOTES • �art5 r°tiN.Nj '1 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT i m w CAD FILE NAME LOT 42 C 0 too DAVIS BEWS R?�SS1JD 04-23-15 O J hrn .® 150 STATE STREET EAST 2 0 0 0) 813. 925. 1300 TEL 813.925.1800 FAX _ I NEIx NE N y . I a., +•e s*V C= �A day > =.J C4 Lm • .00 • C Q aJ�ti >j 16E _otCOOO r t_ L �*N p . fp o Z;; i • JOB NUMBER 25002.146 • CAD FILE NAME LOT 42 DAVIS BEWS R?�SS1JD 04-23-15 DESIGN GROVP .® 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. a., +•e s*V C= �A day .00 • Fid >j • o • i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 r�-- i ;a L R NOTE5: ICi 36" H. CONTINUOUS 42" H. 0 )TER5 SHALL BE SPACED 50 THAT GRASPABLE LOUT WALL ,PHERE CANNOT PA55 THROUGH. 3/4" PLYWD. RAILING RAILS DECKING LINE OF V-8" MIN. BEAM BEAM HEAD CLEARANCE ' RAIL5 FOR 5TAIRWAY6 SHALL BE FLOOR dUOU5 FOR THE FULL LENGTH OF FLOOR SYSTEM SYSTEM .IGHT, FROM A POINT DIRECTLY E THE TOP RISER OF THE FLIGHT 0 'OINT DIRECTLY ABOVE THE iT RISER HANDRAIL ENDS SHALL u \ TURNED OR SHALL TERMINATE IN 2x STRINGERS 1000" PO5T5 OR SAFETY TERMINALS. F (TYP) 42" H• RAIL5 ADJACENT TO A WALL SHALL Q I I LOW WALL A SPACE OF NOT LE55 THAN 1-1/23 I �* 3ETWEEN THE WALL AND LINE OF i" NOSING (-*-- >m RAILS. DOOR IN I i (TYP.) FOREGROUND I, x NIUOU5 GRA5PADLE HANDRAIL -K. IEET TYPE ONE OR TYPE TWO I 2x TREADS AND RIA I I17 Ix R15ER5 (TYP.) 11 TREADS AT 10.00" EACH • UNDER-5TA1 PROTECTION RPR � � 2138 )SED ACCE5615LE SPACE UNDER 5TAIR6 SHALL STAIR SECTION WALLS, UNDER -STAIR 5UI;Z-ACE AND ANY 5OFFIT SCALE: 1/4" - P-0" ECTED ON THE ENCL05ED 51DE U1/ 1/2 INCH GYPSUM TITLE • ;D PER F.B.C. 2010 RE5IDENTIAL CODE R302.1 PLAN DETALS .. 1 69,E • PLAN DETAILS- 6CALE: 1/4" = I'-0" GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPICAL TPICKNE55 o OF ALL RAISED TEXTURED FIN15H BANDING ck AND SAND FINISHED KEYSTONES (WHERE Lu > APPLICABLE) IF THICKNESS 15 TO BE `IA DIFFERENT IT WILL BE CALLED OUT AT � SPECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RE51DENTIAL CODE 8103.6.1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATE[) WITHIN 24 INCHES OF THE FIN15HEID FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5.C, 2010 RESIDENTIAL CODE 86123 • JOB NUMBER 25002.146 CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED ,V W cm �` ••�' •e® �00 LL �� ®� o• �„ n,, a �. • cl- �• 1 i ®ol s s DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSIv( & FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 12 LSHINGLE 12 6� ROOF Q6 SHINGLE ROOF G . VERIFY 12 ALUMINUM OVER 8" BANDING Q6 2x6 5UB-FA60IA (TYPICAL) W PLT. HT. _ PLT. HT, i 1'-4" W. x 5-0" H. STUCCO STUCCO 4" BANDING DECORATIVE FIN15H FIN15H (TYP.) FIXED SHUTTERS 7 EQ. EQ. I'-4" W. x 5'-0" H. DECORATIVE SECOND F.P. LIN v m `A T.O.M. DECOARTIVE C (SEE DETAIL) (T 6" BANDING TEXTURED FOA b BANDING (TYP.) (SEE DETAIL) DRY5TACK LEDGESTONE (TYR) MAIN F.F. LINE r MEN . r i G(TYR) INS ONESECOND 8" BANDING r „ : r ��DECOR4TIVE CORBEL ram li i� TEXTURED 6" BANDING v pjr-, • C rT a�1■�!I NMI" MAIN FF. LINE MMM r -.r (ASSUMED) G.C. VERIFY TEMP. GLA55 INSERT FOR FRONT DOOR FRCJNT ELEVATION ... SCALE: 1/4" : 14" 2138 -h-,V TI TLE FRONT ELEVATION DETAILS < a - s 0`J3 ELEVATION "C" GARAGE RIGHT X l0 w C 0 ` `` 00 05% E �0 N' NQ�� ?;Jm ��iL roN e � J T O Q C 0 LLLrorn tJ o L.1l ro ZO • JOB NUMBER 25002.146 CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED ,V W cm �` ••�' •e® �00 LL �� ®� o• �„ n,, a �. • cl- �• 1 i ®ol s s DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSIv( & FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 12 LSHINGLE 12 6� ROOF Q6 SHINGLE ROOF G . VERIFY 12 ALUMINUM OVER 8" BANDING Q6 2x6 5UB-FA60IA (TYPICAL) W PLT. HT. _ PLT. HT, i 1'-4" W. x 5-0" H. STUCCO STUCCO 4" BANDING DECORATIVE FIN15H FIN15H (TYP.) FIXED SHUTTERS 7 EQ. EQ. I'-4" W. x 5'-0" H. DECORATIVE SECOND F.P. LIN v m `A T.O.M. DECOARTIVE C (SEE DETAIL) (T 6" BANDING TEXTURED FOA b BANDING (TYP.) (SEE DETAIL) DRY5TACK LEDGESTONE (TYR) MAIN F.F. LINE r MEN . r i G(TYR) INS ONESECOND 8" BANDING r „ : r ��DECOR4TIVE CORBEL ram li i� TEXTURED 6" BANDING v pjr-, • C rT a�1■�!I NMI" MAIN FF. LINE MMM r -.r (ASSUMED) G.C. VERIFY TEMP. GLA55 INSERT FOR FRONT DOOR FRCJNT ELEVATION ... SCALE: 1/4" : 14" 2138 -h-,V TI TLE FRONT ELEVATION DETAILS < a - s 0`J3 ELEVATION "C" GARAGE RIGHT LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 30.12 SQ. IN, OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S r---------/J�4:12 REFER TO COVER SHEET I GENERAL NOTES FOR SPECIFICATIONS OF NET FREEAREA PER VENT.yROOFING UNpERLAYMENT 4:12REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER -- ----------- UPPER ------- --UPPER ROOF i 6:12 VENT REQUIREMENTS I G.G. VERIFY THAT 305.68 52. IN. I . C x JOB NUMBER 25002.146 • w I OF VENTILATION THROUGH UPPER 0 J No � i REVISED N o 6:12 o 2/3 OF ROOF 15 ACQUIRER os to, I >:;JM 1w ,- �- I INN C) co . 0 co``, Q cm 4, 0 0DJVN ' 0 a o�C°0 VERIFY QUANTIY OF ROOF VENTS N � p � fG :�►0 n: 3► REQUIRED, PER MANUFACTURER'5 }r ark° Ok cz n SPECIFICATIONS OF NET FREE I I AREA PER VENT, I I I I I I I I J `fie I I I I 6:12 do 6:12SADDLE i GC. VERIFY FOR L ------------------ R38 CEILING INSULATION I I MONSOONS -- W 01 6:12 G.C. VERIFY RADIANT BARRIER i I I I I G.C. VERIFY GUTTERS 6:12 6:12 1 COMPLETE HOUSE GARAGE ROOFLu VENT REQUIREMENTS I G.C. VERIFY THAT 91.68 50. IN. OF VENTILATION THROUGH UPPER i i 0 o 2/3 OF ROOF 15 ACQUIRER i o L ------------- --------------I VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE TYP. AREA PER VENT. OVERHANG AA AT HIP 3C2 (U.N.O.) ROOF PLAN SCALE: 1/8" = I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING GLEAR OPENING HEIGHT5 z Toy DETAIL SHOWS THE TYPICAL THICKNESS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE oOF ALL RAISED TEXTURED FINISH BANDING WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE w � ANP SAND FINISHED KEYSTONES (WHERE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A X > APPLICABLE) IF THICKNESS 15 r0 BE MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE o DIFFERENT IT WILL BE CALLED OUT AT ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SPECIFIC KEYNOTE CALL -OUT SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Al 10111 PASAAr,K ()P A A IN(.W nIAMFTFR SPuPRF IIILJFRF 3/4" THICK TYP. CROSS-SECTION OF KAISEU TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 9 61� Q6 GIRDER ROOF TRUSSES TRU55 12 AT 24" O.C. 6 Q (TYPICAL) R.3 LOFT 2 -STORY ROOF TRUSSES M VOLUME a ROOF TRUSSES AT 24" O.C. ❑ ❑ ❑'❑ w 1 4 AT 24" O.C. (TYPICAL) -+- FLOOR SYSTEM �'\ (TYPICAL) BEAM BEAM KIT. ❑ LINTEL FAMILY ROOM LINTE GARAGE ° ❑� DINING SECTION AA 4 SCALE: 1/8" = I'-0" 12 12�/ Q6 6� SHINGLE Q6 ROOF PLT. HT. PLT. HT. [9 -TIMI. SHINGLESTUCCO ROOF '- FINISH, ,/ DAVIS BEWS 4D / 8 /5HINGLE DESIGN GROVP _ SECOND F.F. LINE 12 ROOF SECOND FF. LINE T.O.M. - - - — 6 T.DM. 150 STATE STREET EAST — - — - OLDSVIAR, FLORIDA 346'77 a 813. 925. 1300 TEL m 813.925.1800 FAX - /TEXTURED V WW.DAVISBEW&COM /TEXTURED FINISH Q FIN15H 7 DRY5TACK b TAMPA * DET-JVP.R. co ao - _ /( LEDGESTONE 6, EST. 1994 TEMP. (TYR) MAIN FF. LINE - - - - - - MAIN FF. LINE GRADE LINE (ASSUMED) ,........LEFT ELEVATION SCALE: 1/8" = I' -m" i i� 12 12 6� Q6 5HINGLE ROOF 7 PLT. HT. / PLT. HT. oC a, L STUCCO M0 FINISH W 12 12 MINGLE SECOND FF, LINE 4D a4 ROOF _ SECOND FF. LINE T.O.M. _ T.OM. _ �■� zt TEXTURED _ TEXTURED - FINISH e .- FIN15H �r * 6, MAIN FF. LINE jTEMP. - - _ MAIN FF, LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/81" , I' -O" �11INGLE 6� � 12 ROOF -5HINGLE Q6 6 12 ROOF PLT. HT. _ _ _ 12 PLT. HT. _ - PLT. HT. _ 5k STUCCO FINISH • a� /5TUCCo SHINGLE � * FIN15H 12 ROOF LSHINGLE • SECOND FF, LINE ROOF 8 SECOND F.F. LINE 8 a4 _ SECOND FF. LINE T.O.M. T.OM. 2138 C"v d M 21-011 DRYSTACK TYP ZTEXTURED TEXTURED c4 4FINISH - ZIPLEDGE5TONE RETURN FINISH ao � Zia �u rib (TYP.) AT SIDES �l c, - (UND.) MAIN F.F. LINE _ _ - - _ _ MAIN F.F. LINE _ _ - - - - - - _ _MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION #15'1695 SCALE:" : I'-011 ELEVATION "C" GARAGE RIGHT • TITLE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • . C x JOB NUMBER 25002.146 • C U r0 Lo 0 J No � ISSUED 04-23-15 REVISED N o os to, 7 04 CIO NM N N >:;JM ulp ft - INN C) co . 0 co``, Q cm 4, 0 0DJVN ' 0 a o�C°0 3�EL ; cm N � p � fG :�►0 n: 3► }r ark° GRADE LINE (ASSUMED) ,........LEFT ELEVATION SCALE: 1/8" = I' -m" i i� 12 12 6� Q6 5HINGLE ROOF 7 PLT. HT. / PLT. HT. oC a, L STUCCO M0 FINISH W 12 12 MINGLE SECOND FF, LINE 4D a4 ROOF _ SECOND FF. LINE T.O.M. _ T.OM. _ �■� zt TEXTURED _ TEXTURED - FINISH e .- FIN15H �r * 6, MAIN FF. LINE jTEMP. - - _ MAIN FF, LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/81" , I' -O" �11INGLE 6� � 12 ROOF -5HINGLE Q6 6 12 ROOF PLT. HT. _ _ _ 12 PLT. HT. _ - PLT. HT. _ 5k STUCCO FINISH • a� /5TUCCo SHINGLE � * FIN15H 12 ROOF LSHINGLE • SECOND FF, LINE ROOF 8 SECOND F.F. LINE 8 a4 _ SECOND FF. LINE T.O.M. T.OM. 2138 C"v d M 21-011 DRYSTACK TYP ZTEXTURED TEXTURED c4 4FINISH - ZIPLEDGE5TONE RETURN FINISH ao � Zia �u rib (TYP.) AT SIDES �l c, - (UND.) MAIN F.F. LINE _ _ - - _ _ MAIN F.F. LINE _ _ - - - - - - _ _MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION #15'1695 SCALE:" : I'-011 ELEVATION "C" GARAGE RIGHT • TITLE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • JOB NUMBER 25002.146 • CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED e� ..eel►11t1i�; . os to, IN ulp ft - 0 co``, Q cm a ul :�►0 n: 3► GRADE LINE (ASSUMED) ,........LEFT ELEVATION SCALE: 1/8" = I' -m" i i� 12 12 6� Q6 5HINGLE ROOF 7 PLT. HT. / PLT. HT. oC a, L STUCCO M0 FINISH W 12 12 MINGLE SECOND FF, LINE 4D a4 ROOF _ SECOND FF. LINE T.O.M. _ T.OM. _ �■� zt TEXTURED _ TEXTURED - FINISH e .- FIN15H �r * 6, MAIN FF. LINE jTEMP. - - _ MAIN FF, LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/81" , I' -O" �11INGLE 6� � 12 ROOF -5HINGLE Q6 6 12 ROOF PLT. HT. _ _ _ 12 PLT. HT. _ - PLT. HT. _ 5k STUCCO FINISH • a� /5TUCCo SHINGLE � * FIN15H 12 ROOF LSHINGLE • SECOND FF, LINE ROOF 8 SECOND F.F. LINE 8 a4 _ SECOND FF. LINE T.O.M. T.OM. 2138 C"v d M 21-011 DRYSTACK TYP ZTEXTURED TEXTURED c4 4FINISH - ZIPLEDGE5TONE RETURN FINISH ao � Zia �u rib (TYP.) AT SIDES �l c, - (UND.) MAIN F.F. LINE _ _ - - _ _ MAIN F.F. LINE _ _ - - - - - - _ _MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION #15'1695 SCALE:" : I'-011 ELEVATION "C" GARAGE RIGHT • TITLE SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • 2 AND SEAL WITH WEATHER RFSI.',TIVE BARRIER TAPE ,'�.. 3!4° 1 411-I� — WEATHER RESISTIVE THICK BARRIER FLASHING PSILL TYP. CROSS-SECTION OF RAISED (SEE aETr1111.. t3 DO NOL E.1_A51I \ FOR OPTIONS) OVER BOTTOM ::. _ _ _ TEXTURED FINISH BANDING AND / NAILliNG FLANGE. 6° 5.'x5" METAL FLASKING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN 4 CORNER PATCH w/TAR BETWEEN dNE'S"FFti'l.uC`f"INNS: FLASHING AN SHINGLI SGALE: 3" - V-0` NOTES: RUN KICKOUT FLASHING 6" �� 1. CUT, F(A D UP& TEMPORARILY O PAST EDGE OF ROOF 4 0 SLCURE WEA II IER RESIS LIVE 1. FLASHING T() BE lliiXIBLE SELF-ADHESIVE TYPE {MIN. ROOF PER PLAN 6'° BARRIER ABOVE HEADER TO E WNI')N:.) FLASHING ALLOWS FOR FLASHING - �.... �. ALLOW � �- r 4 INSTAL .LATK)N 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING_ WINDOW 2. IN`;TAI_I.. L7 AD FLASHING UNDER SILL PLATE WEATHER fl-tEN; RF:.>L.a FIVE: BARRIER r r° 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. P )LD WEAL-IHER RESISTIVE 1. FLASHING 1"c) BE: FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE WD E) 6 WILE} SHEATHING PER PLAN IIA`.,LIING Ai�Ci SEAL. WIEh-, ,APPii: STARRIER TO FORM WATER SHEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASI-TING IN ORDER AS SI -TOWN BY NUMBERS FASTEN SNECESSARY N.T.S. PLAN VIEW 3 .�. MEC,HANi. nl._I... r ��.. E.F A,� 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DERAIL N.T.S. 5 1/8" STUCCO THICKNESS 2010 FBRQ SECTION 703.8 4 PAPERBACK LATH 0 EXTERIOR WALLS SHALL. I'�'�;OVID�:__ I I IE BUILIDNG WITH A WEATHER RESISTAN 1 EXTERIOR WALL ENVELOP E. THE EXTERIOR WAIL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALLENVELOPE SHALL_ BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF ; WATER WITHIN THE WALL A`SSSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER B[ --"HIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD OPTION -A FRAME/MASONRI INTESECTION UNDER _- SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. EXPAN510NJOINT TOEXTEND ECTION" BELOW GMU FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NCI. Tl -IAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D r � , - P {:.�VE.:F` TUE S, OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH WOODEN 226NOR OTHER APPROVED WEATHER RESISTANT MATERIAI.._. SHALL._ BE LEC Q C � METAL OR PLASTIC EXPANSION JOINT SIDING IEONTALLY, WI TI'" THE U�PLAYER, LAPPED OVER THE LOWER LAYER .NOT LESS THAN 2 INC -ES ��1 rm). WHERE JOINTS OR MATERIALSN--ALLBE APPLIED IOR. OCCUR FELT SHALL BE LAPPED N,..�_L I.E`ry.r., THAN 6 INCHES '152 mm). — SILL. PLATE CV FROM TOP OF CMU SEE NOTE # .1... .,.. _, AI -'PROVED GORF�C)`.,alC)N—(-�'I::.SI��:y1I�rF: I I....A:�HINC� .:�I-IAL..I_.. BE, PROVIDEDPROVIDEDIN THE L_X1LI�i0R WALL kmNVITM.01-'E IN SUCH A MANNER AS TO PRLVk�N i ENTRY OF WAGER INTO THE WALLsz� - �' CAVITY OR PENSI I-_ /,TION 01 W,A I_kl 1O 1111_ ..; l T UC TUBAL FRAMING COMPONENT. TI-dE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WALL SHEATHING )I ] c-^ S 5/8" STUCCO OR GEMENTIOUS SHALL BE INSTALLED 7'CPF EVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NOTED; THE FOLLOWING LOCA.I..IONS: COATING OVER GMU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, b" WIDE) FROM TOP OF WINDOW SILL PLATEWINDOW `i S f C �_ I2LMUVL WEATHER RESISTIVE .BARRIER I,- AT TOP OF ALL EXTERIOR AIDC., DOOR OPENING. IN .�l_JCH ,/', MANNER A..� TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS _ CMU WALL PER PLAN 3 INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS -1f•.-IAN 1 1/8 N("'H1„*.S28rrim -OVE'R THE SHL_ATI•-i I.N(._.l MA I'ERIAL AROUND THE PERIME TER OF THE.. OPENING. INCLUDING CORNERS DO NO] REQUIRE •••�'•'•'-'••�-- r . ( �. - ti ::v ( ' NOTE; NUMBERS INDICATE ORDER ITEMS SHOULD BE • 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FL-ASHINC.; _"AML FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. INSTALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2: AT THE INTERSECTION OF C.;HIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO - 2138 COPINGS. 3. UNDER AND AT THE ENDS L:,F MASONRY, WOOD OR METAL COPINGS AND SILLS. I PLATE 4. CONTINUOUSLY ABOVE ALL �= ROJECTaNG WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL _ _ . -, ,_-� �,__ __ _y -- .,.� FLOOR �; � __ .... -.-FRAME CONSTRUCTION. PER M.G.D. ENGINEERING N.T.S. ` . WHERE EXTERIOR PORCH `:,,3, L)I:..CKS C�I� STAIRS AIRS A 1 TA(.,H 10 A WAL.L... C, R ASSEMBLY SEMBLY OF W001.) _ SCALE:3" - r -m" 6. AT WALL AND ROOF INTERSEC;.ITIONS. 7. AT BUILT—IN CUTTERS. ELEVATIONC GARAGE RIGHT TAMPA • DENVER EST. 1994 (F_-. — 3 TAB 25 YR SHINGI..E ON 15# FELT OVER • x (A SSFMBLED to o 0 to 0 J �� N' 0) O c'. tll 6>_Jcm 6 V ��• O =N ca .0 0�C0 �= L I }'N 6. (j) f+ Z 2 WINDOW JOB NUMBER 25002.146 CAD FILE NAME LOT 42 2 AND SEAL WITH WEATHER RFSI.',TIVE BARRIER TAPE ,'�.. 3!4° 1 411-I� — WEATHER RESISTIVE THICK BARRIER FLASHING PSILL TYP. CROSS-SECTION OF RAISED (SEE aETr1111.. t3 DO NOL E.1_A51I \ FOR OPTIONS) OVER BOTTOM ::. _ _ _ TEXTURED FINISH BANDING AND / NAILliNG FLANGE. 6° 5.'x5" METAL FLASKING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN 4 CORNER PATCH w/TAR BETWEEN dNE'S"FFti'l.uC`f"INNS: FLASHING AN SHINGLI SGALE: 3" - V-0` NOTES: RUN KICKOUT FLASHING 6" �� 1. CUT, F(A D UP& TEMPORARILY O PAST EDGE OF ROOF 4 0 SLCURE WEA II IER RESIS LIVE 1. FLASHING T() BE lliiXIBLE SELF-ADHESIVE TYPE {MIN. ROOF PER PLAN 6'° BARRIER ABOVE HEADER TO E WNI')N:.) FLASHING ALLOWS FOR FLASHING - �.... �. ALLOW � �- r 4 INSTAL .LATK)N 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING_ WINDOW 2. IN`;TAI_I.. L7 AD FLASHING UNDER SILL PLATE WEATHER fl-tEN; RF:.>L.a FIVE: BARRIER r r° 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. P )LD WEAL-IHER RESISTIVE 1. FLASHING 1"c) BE: FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE WD E) 6 WILE} SHEATHING PER PLAN IIA`.,LIING Ai�Ci SEAL. WIEh-, ,APPii: STARRIER TO FORM WATER SHEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASI-TING IN ORDER AS SI -TOWN BY NUMBERS FASTEN SNECESSARY N.T.S. PLAN VIEW 3 .�. MEC,HANi. nl._I... r ��.. E.F A,� 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DERAIL N.T.S. 5 1/8" STUCCO THICKNESS 2010 FBRQ SECTION 703.8 4 PAPERBACK LATH 0 EXTERIOR WALLS SHALL. I'�'�;OVID�:__ I I IE BUILIDNG WITH A WEATHER RESISTAN 1 EXTERIOR WALL ENVELOP E. THE EXTERIOR WAIL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALLENVELOPE SHALL_ BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF ; WATER WITHIN THE WALL A`SSSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER B[ --"HIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD OPTION -A FRAME/MASONRI INTESECTION UNDER _- SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. EXPAN510NJOINT TOEXTEND ECTION" BELOW GMU FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NCI. Tl -IAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D r � , - P {:.�VE.:F` TUE S, OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH WOODEN 226NOR OTHER APPROVED WEATHER RESISTANT MATERIAI.._. SHALL._ BE LEC Q C � METAL OR PLASTIC EXPANSION JOINT SIDING IEONTALLY, WI TI'" THE U�PLAYER, LAPPED OVER THE LOWER LAYER .NOT LESS THAN 2 INC -ES ��1 rm). WHERE JOINTS OR MATERIALSN--ALLBE APPLIED IOR. OCCUR FELT SHALL BE LAPPED N,..�_L I.E`ry.r., THAN 6 INCHES '152 mm). — SILL. PLATE CV FROM TOP OF CMU SEE NOTE # .1... .,.. _, AI -'PROVED GORF�C)`.,alC)N—(-�'I::.SI��:y1I�rF: I I....A:�HINC� .:�I-IAL..I_.. BE, PROVIDEDPROVIDEDIN THE L_X1LI�i0R WALL kmNVITM.01-'E IN SUCH A MANNER AS TO PRLVk�N i ENTRY OF WAGER INTO THE WALLsz� - �' CAVITY OR PENSI I-_ /,TION 01 W,A I_kl 1O 1111_ ..; l T UC TUBAL FRAMING COMPONENT. TI-dE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WALL SHEATHING )I ] c-^ S 5/8" STUCCO OR GEMENTIOUS SHALL BE INSTALLED 7'CPF EVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NOTED; THE FOLLOWING LOCA.I..IONS: COATING OVER GMU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, b" WIDE) FROM TOP OF WINDOW SILL PLATEWINDOW `i S f C �_ I2LMUVL WEATHER RESISTIVE .BARRIER I,- AT TOP OF ALL EXTERIOR AIDC., DOOR OPENING. IN .�l_JCH ,/', MANNER A..� TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS _ CMU WALL PER PLAN 3 INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS -1f•.-IAN 1 1/8 N("'H1„*.S28rrim -OVE'R THE SHL_ATI•-i I.N(._.l MA I'ERIAL AROUND THE PERIME TER OF THE.. OPENING. INCLUDING CORNERS DO NO] REQUIRE •••�'•'•'-'••�-- r . ( �. - ti ::v ( ' NOTE; NUMBERS INDICATE ORDER ITEMS SHOULD BE • 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FL-ASHINC.; _"AML FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. INSTALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2: AT THE INTERSECTION OF C.;HIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO - 2138 COPINGS. 3. UNDER AND AT THE ENDS L:,F MASONRY, WOOD OR METAL COPINGS AND SILLS. I PLATE 4. CONTINUOUSLY ABOVE ALL �= ROJECTaNG WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL _ _ . -, ,_-� �,__ __ _y -- .,.� FLOOR �; � __ .... -.-FRAME CONSTRUCTION. PER M.G.D. ENGINEERING N.T.S. ` . WHERE EXTERIOR PORCH `:,,3, L)I:..CKS C�I� STAIRS AIRS A 1 TA(.,H 10 A WAL.L... C, R ASSEMBLY SEMBLY OF W001.) _ SCALE:3" - r -m" 6. AT WALL AND ROOF INTERSEC;.ITIONS. 7. AT BUILT—IN CUTTERS. ELEVATIONC GARAGE RIGHT TAMPA • DENVER EST. 1994 (F_-. — 3 TAB 25 YR SHINGI..E ON 15# FELT OVER 15# FELT (A SSFMBLED �; WINDOW JOB NUMBER 25002.146 CAD FILE NAME LOT 42 ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE—ENGINEERED TIE-IN WITH WEATHER RESISTIVE BARRIER: EXIERICR SHEATHING FLASHIf�G MECHANICAI...I Y FASTEN RESISTIVE , RESISTIVE BARRIER & ISSUED 04-23-15 REVISED ROOF TRUSSES 0 24" O.C. T AS NECESSARY IN BARRIER '� � TEMPORARILY SECURE — 1. INTEGRATE INSTAI.I...ATION OF WEATHER RESISTIVE BARRIER WITH 12 � p� CORNER`. THROUGH ' y FLA3IIIClC' FLASHING TO FORM WATER SHEDDING LAP:; �� h�� (;)�D LIF ITR `IT 1 WEATHER � 1pl11111// PI fGl l AS — HURRICANE. STRAP PER ROOF FRAMING PLAN.. RESISTIVE BARRIER & / w I" HEADER TO 2, SCORE & FOLD WEATHER RESISIIVE BARRIER ABOVE: HE IkMPC)12A111...�','IE:CIJRE. P ER ... Cl WEATHER `� EXTERIOR ALLOW FOR FLASHING INSTALLATION _.... 1 s'°'•••••ps• /o „ ELEV. V 54 FELT OVER l .L_ _ ,. _ �... .... _ ^, ... I ; WA Ll,+ i it`d o 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARR E:R BACK OVER HEAD FI. ASHING , � WALL PER PLAN METAL FLASHING .. �-- SHINGLE ROOF PER 5"x5" .METAL FLASHING w/TAR BETWEEN :b.l �' • - — — BRC: HGT. ..,. „ CONTRACT 1,9 x1,3"' METAL FLASHING AND SHINGLES `Z -ALUM. DRIP EDGE F I..ASHINCI 'll� SHINGLE PER — „_ � 2x6. FASCIA - CONTRACT. ---VENTED AI..UM. SOFFIT ah SHEATH & TEXT". FINISH WINDOW 1x4 WINDOW FLASHING AS REO'D TRIM DBL. HEADER 11/2 THICK DAVIS BEW S SAND FINISH DESIGN GROVP TYPICAL WINDOW & SLIDING GLASS (IFAPPKEY5TOI (IF APPLICABLE) DOOR E HIN ELASG DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL $$ANDFIIN15N Ste 925. 1300 TEL ' NTS NTS TEXTURED BANDING . VVWW.D V1800 sco N.T.S. 2 AND SEAL WITH WEATHER RFSI.',TIVE BARRIER TAPE ,'�.. 3!4° 1 411-I� — WEATHER RESISTIVE THICK BARRIER FLASHING PSILL TYP. CROSS-SECTION OF RAISED (SEE aETr1111.. t3 DO NOL E.1_A51I \ FOR OPTIONS) OVER BOTTOM ::. _ _ _ TEXTURED FINISH BANDING AND / NAILliNG FLANGE. 6° 5.'x5" METAL FLASKING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN 4 CORNER PATCH w/TAR BETWEEN dNE'S"FFti'l.uC`f"INNS: FLASHING AN SHINGLI SGALE: 3" - V-0` NOTES: RUN KICKOUT FLASHING 6" �� 1. CUT, F(A D UP& TEMPORARILY O PAST EDGE OF ROOF 4 0 SLCURE WEA II IER RESIS LIVE 1. FLASHING T() BE lliiXIBLE SELF-ADHESIVE TYPE {MIN. ROOF PER PLAN 6'° BARRIER ABOVE HEADER TO E WNI')N:.) FLASHING ALLOWS FOR FLASHING - �.... �. ALLOW � �- r 4 INSTAL .LATK)N 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING_ WINDOW 2. IN`;TAI_I.. L7 AD FLASHING UNDER SILL PLATE WEATHER fl-tEN; RF:.>L.a FIVE: BARRIER r r° 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. P )LD WEAL-IHER RESISTIVE 1. FLASHING 1"c) BE: FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE WD E) 6 WILE} SHEATHING PER PLAN IIA`.,LIING Ai�Ci SEAL. WIEh-, ,APPii: STARRIER TO FORM WATER SHEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASI-TING IN ORDER AS SI -TOWN BY NUMBERS FASTEN SNECESSARY N.T.S. PLAN VIEW 3 .�. MEC,HANi. nl._I... r ��.. E.F A,� 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DERAIL N.T.S. 5 1/8" STUCCO THICKNESS 2010 FBRQ SECTION 703.8 4 PAPERBACK LATH 0 EXTERIOR WALLS SHALL. I'�'�;OVID�:__ I I IE BUILIDNG WITH A WEATHER RESISTAN 1 EXTERIOR WALL ENVELOP E. THE EXTERIOR WAIL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALLENVELOPE SHALL_ BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF ; WATER WITHIN THE WALL A`SSSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER B[ --"HIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD OPTION -A FRAME/MASONRI INTESECTION UNDER _- SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. EXPAN510NJOINT TOEXTEND ECTION" BELOW GMU FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NCI. Tl -IAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D r � , - P {:.�VE.:F` TUE S, OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH WOODEN 226NOR OTHER APPROVED WEATHER RESISTANT MATERIAI.._. SHALL._ BE LEC Q C � METAL OR PLASTIC EXPANSION JOINT SIDING IEONTALLY, WI TI'" THE U�PLAYER, LAPPED OVER THE LOWER LAYER .NOT LESS THAN 2 INC -ES ��1 rm). WHERE JOINTS OR MATERIALSN--ALLBE APPLIED IOR. OCCUR FELT SHALL BE LAPPED N,..�_L I.E`ry.r., THAN 6 INCHES '152 mm). — SILL. PLATE CV FROM TOP OF CMU SEE NOTE # .1... .,.. _, AI -'PROVED GORF�C)`.,alC)N—(-�'I::.SI��:y1I�rF: I I....A:�HINC� .:�I-IAL..I_.. BE, PROVIDEDPROVIDEDIN THE L_X1LI�i0R WALL kmNVITM.01-'E IN SUCH A MANNER AS TO PRLVk�N i ENTRY OF WAGER INTO THE WALLsz� - �' CAVITY OR PENSI I-_ /,TION 01 W,A I_kl 1O 1111_ ..; l T UC TUBAL FRAMING COMPONENT. TI-dE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WALL SHEATHING )I ] c-^ S 5/8" STUCCO OR GEMENTIOUS SHALL BE INSTALLED 7'CPF EVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NOTED; THE FOLLOWING LOCA.I..IONS: COATING OVER GMU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, b" WIDE) FROM TOP OF WINDOW SILL PLATEWINDOW `i S f C �_ I2LMUVL WEATHER RESISTIVE .BARRIER I,- AT TOP OF ALL EXTERIOR AIDC., DOOR OPENING. IN .�l_JCH ,/', MANNER A..� TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS _ CMU WALL PER PLAN 3 INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS -1f•.-IAN 1 1/8 N("'H1„*.S28rrim -OVE'R THE SHL_ATI•-i I.N(._.l MA I'ERIAL AROUND THE PERIME TER OF THE.. OPENING. INCLUDING CORNERS DO NO] REQUIRE •••�'•'•'-'••�-- r . ( �. - ti ::v ( ' NOTE; NUMBERS INDICATE ORDER ITEMS SHOULD BE • 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FL-ASHINC.; _"AML FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. INSTALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2: AT THE INTERSECTION OF C.;HIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO - 2138 COPINGS. 3. UNDER AND AT THE ENDS L:,F MASONRY, WOOD OR METAL COPINGS AND SILLS. I PLATE 4. CONTINUOUSLY ABOVE ALL �= ROJECTaNG WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL _ _ . -, ,_-� �,__ __ _y -- .,.� FLOOR �; � __ .... -.-FRAME CONSTRUCTION. PER M.G.D. ENGINEERING N.T.S. ` . WHERE EXTERIOR PORCH `:,,3, L)I:..CKS C�I� STAIRS AIRS A 1 TA(.,H 10 A WAL.L... C, R ASSEMBLY SEMBLY OF W001.) _ SCALE:3" - r -m" 6. AT WALL AND ROOF INTERSEC;.ITIONS. 7. AT BUILT—IN CUTTERS. ELEVATIONC GARAGE RIGHT TAMPA • DENVER EST. 1994 (F_-. (A SSFMBLED �; WINDOW n S WEATIIER FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXIERICR SHEATHING FLASHIf�G MECHANICAI...I Y FASTEN RESISTIVE , RESISTIVE BARRIER & o AS NECESSARY IN BARRIER '� � TEMPORARILY SECURE — 1. INTEGRATE INSTAI.I...ATION OF WEATHER RESISTIVE BARRIER WITH � p� CORNER`. THROUGH ' y FLA3IIIClC' FLASHING TO FORM WATER SHEDDING LAP:; �� h�� (;)�D LIF ITR `IT 1 WEATHER � 4,� RESISTIVE BARRIER & / w HEADER TO 2, SCORE & FOLD WEATHER RESISIIVE BARRIER ABOVE: HE IkMPC)12A111...�','IE:CIJRE. Cl WEATHER `� EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHING�� BARRIER TAF'i'=PLATE 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARR E:R BACK OVER HEAD FI. ASHING , � WALL PER PLAN 2 AND SEAL WITH WEATHER RFSI.',TIVE BARRIER TAPE ,'�.. 3!4° 1 411-I� — WEATHER RESISTIVE THICK BARRIER FLASHING PSILL TYP. CROSS-SECTION OF RAISED (SEE aETr1111.. t3 DO NOL E.1_A51I \ FOR OPTIONS) OVER BOTTOM ::. _ _ _ TEXTURED FINISH BANDING AND / NAILliNG FLANGE. 6° 5.'x5" METAL FLASKING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN 4 CORNER PATCH w/TAR BETWEEN dNE'S"FFti'l.uC`f"INNS: FLASHING AN SHINGLI SGALE: 3" - V-0` NOTES: RUN KICKOUT FLASHING 6" �� 1. CUT, F(A D UP& TEMPORARILY O PAST EDGE OF ROOF 4 0 SLCURE WEA II IER RESIS LIVE 1. FLASHING T() BE lliiXIBLE SELF-ADHESIVE TYPE {MIN. ROOF PER PLAN 6'° BARRIER ABOVE HEADER TO E WNI')N:.) FLASHING ALLOWS FOR FLASHING - �.... �. ALLOW � �- r 4 INSTAL .LATK)N 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING_ WINDOW 2. IN`;TAI_I.. L7 AD FLASHING UNDER SILL PLATE WEATHER fl-tEN; RF:.>L.a FIVE: BARRIER r r° 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. P )LD WEAL-IHER RESISTIVE 1. FLASHING 1"c) BE: FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE WD E) 6 WILE} SHEATHING PER PLAN IIA`.,LIING Ai�Ci SEAL. WIEh-, ,APPii: STARRIER TO FORM WATER SHEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASI-TING IN ORDER AS SI -TOWN BY NUMBERS FASTEN SNECESSARY N.T.S. PLAN VIEW 3 .�. MEC,HANi. nl._I... r ��.. E.F A,� 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DERAIL N.T.S. 5 1/8" STUCCO THICKNESS 2010 FBRQ SECTION 703.8 4 PAPERBACK LATH 0 EXTERIOR WALLS SHALL. I'�'�;OVID�:__ I I IE BUILIDNG WITH A WEATHER RESISTAN 1 EXTERIOR WALL ENVELOP E. THE EXTERIOR WAIL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALLENVELOPE SHALL_ BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF ; WATER WITHIN THE WALL A`SSSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER B[ --"HIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD OPTION -A FRAME/MASONRI INTESECTION UNDER _- SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. EXPAN510NJOINT TOEXTEND ECTION" BELOW GMU FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NCI. Tl -IAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D r � , - P {:.�VE.:F` TUE S, OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH WOODEN 226NOR OTHER APPROVED WEATHER RESISTANT MATERIAI.._. SHALL._ BE LEC Q C � METAL OR PLASTIC EXPANSION JOINT SIDING IEONTALLY, WI TI'" THE U�PLAYER, LAPPED OVER THE LOWER LAYER .NOT LESS THAN 2 INC -ES ��1 rm). WHERE JOINTS OR MATERIALSN--ALLBE APPLIED IOR. OCCUR FELT SHALL BE LAPPED N,..�_L I.E`ry.r., THAN 6 INCHES '152 mm). — SILL. PLATE CV FROM TOP OF CMU SEE NOTE # .1... .,.. _, AI -'PROVED GORF�C)`.,alC)N—(-�'I::.SI��:y1I�rF: I I....A:�HINC� .:�I-IAL..I_.. BE, PROVIDEDPROVIDEDIN THE L_X1LI�i0R WALL kmNVITM.01-'E IN SUCH A MANNER AS TO PRLVk�N i ENTRY OF WAGER INTO THE WALLsz� - �' CAVITY OR PENSI I-_ /,TION 01 W,A I_kl 1O 1111_ ..; l T UC TUBAL FRAMING COMPONENT. TI-dE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WALL SHEATHING )I ] c-^ S 5/8" STUCCO OR GEMENTIOUS SHALL BE INSTALLED 7'CPF EVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NOTED; THE FOLLOWING LOCA.I..IONS: COATING OVER GMU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, b" WIDE) FROM TOP OF WINDOW SILL PLATEWINDOW `i S f C �_ I2LMUVL WEATHER RESISTIVE .BARRIER I,- AT TOP OF ALL EXTERIOR AIDC., DOOR OPENING. IN .�l_JCH ,/', MANNER A..� TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS _ CMU WALL PER PLAN 3 INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS -1f•.-IAN 1 1/8 N("'H1„*.S28rrim -OVE'R THE SHL_ATI•-i I.N(._.l MA I'ERIAL AROUND THE PERIME TER OF THE.. OPENING. INCLUDING CORNERS DO NO] REQUIRE •••�'•'•'-'••�-- r . ( �. - ti ::v ( ' NOTE; NUMBERS INDICATE ORDER ITEMS SHOULD BE • 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FL-ASHINC.; _"AML FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. INSTALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2: AT THE INTERSECTION OF C.;HIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO - 2138 COPINGS. 3. UNDER AND AT THE ENDS L:,F MASONRY, WOOD OR METAL COPINGS AND SILLS. I PLATE 4. CONTINUOUSLY ABOVE ALL �= ROJECTaNG WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL _ _ . -, ,_-� �,__ __ _y -- .,.� FLOOR �; � __ .... -.-FRAME CONSTRUCTION. PER M.G.D. ENGINEERING N.T.S. ` . WHERE EXTERIOR PORCH `:,,3, L)I:..CKS C�I� STAIRS AIRS A 1 TA(.,H 10 A WAL.L... C, R ASSEMBLY SEMBLY OF W001.) _ SCALE:3" - r -m" 6. AT WALL AND ROOF INTERSEC;.ITIONS. 7. AT BUILT—IN CUTTERS. ELEVATIONC GARAGE RIGHT TAMPA • DENVER EST. 1994 (F_-. (A SSFMBLED �; WINDOW n S FLASHIf�G 2 AND SEAL WITH WEATHER RFSI.',TIVE BARRIER TAPE ,'�.. 3!4° 1 411-I� — WEATHER RESISTIVE THICK BARRIER FLASHING PSILL TYP. CROSS-SECTION OF RAISED (SEE aETr1111.. t3 DO NOL E.1_A51I \ FOR OPTIONS) OVER BOTTOM ::. _ _ _ TEXTURED FINISH BANDING AND / NAILliNG FLANGE. 6° 5.'x5" METAL FLASKING OR SAND FINISH KEYSTONE HEAD FLASHING TIE-IN 4 CORNER PATCH w/TAR BETWEEN dNE'S"FFti'l.uC`f"INNS: FLASHING AN SHINGLI SGALE: 3" - V-0` NOTES: RUN KICKOUT FLASHING 6" �� 1. CUT, F(A D UP& TEMPORARILY O PAST EDGE OF ROOF 4 0 SLCURE WEA II IER RESIS LIVE 1. FLASHING T() BE lliiXIBLE SELF-ADHESIVE TYPE {MIN. ROOF PER PLAN 6'° BARRIER ABOVE HEADER TO E WNI')N:.) FLASHING ALLOWS FOR FLASHING - �.... �. ALLOW � �- r 4 INSTAL .LATK)N 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING_ WINDOW 2. IN`;TAI_I.. L7 AD FLASHING UNDER SILL PLATE WEATHER fl-tEN; RF:.>L.a FIVE: BARRIER r r° 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS NOTES: 3. P )LD WEAL-IHER RESISTIVE 1. FLASHING 1"c) BE: FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE WD E) 6 WILE} SHEATHING PER PLAN IIA`.,LIING Ai�Ci SEAL. WIEh-, ,APPii: STARRIER TO FORM WATER SHEDDING LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASI-TING IN ORDER AS SI -TOWN BY NUMBERS FASTEN SNECESSARY N.T.S. PLAN VIEW 3 .�. MEC,HANi. nl._I... r ��.. E.F A,� 15 FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DERAIL N.T.S. 5 1/8" STUCCO THICKNESS 2010 FBRQ SECTION 703.8 4 PAPERBACK LATH 0 EXTERIOR WALLS SHALL. I'�'�;OVID�:__ I I IE BUILIDNG WITH A WEATHER RESISTAN 1 EXTERIOR WALL ENVELOP E. THE EXTERIOR WAIL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALLENVELOPE SHALL_ BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF ; WATER WITHIN THE WALL A`SSSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER B[ --"HIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD OPTION -A FRAME/MASONRI INTESECTION UNDER _- SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. EXPAN510NJOINT TOEXTEND ECTION" BELOW GMU FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NCI. Tl -IAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D r � , - P {:.�VE.:F` TUE S, OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH WOODEN 226NOR OTHER APPROVED WEATHER RESISTANT MATERIAI.._. SHALL._ BE LEC Q C � METAL OR PLASTIC EXPANSION JOINT SIDING IEONTALLY, WI TI'" THE U�PLAYER, LAPPED OVER THE LOWER LAYER .NOT LESS THAN 2 INC -ES ��1 rm). WHERE JOINTS OR MATERIALSN--ALLBE APPLIED IOR. OCCUR FELT SHALL BE LAPPED N,..�_L I.E`ry.r., THAN 6 INCHES '152 mm). — SILL. PLATE CV FROM TOP OF CMU SEE NOTE # .1... .,.. _, AI -'PROVED GORF�C)`.,alC)N—(-�'I::.SI��:y1I�rF: I I....A:�HINC� .:�I-IAL..I_.. BE, PROVIDEDPROVIDEDIN THE L_X1LI�i0R WALL kmNVITM.01-'E IN SUCH A MANNER AS TO PRLVk�N i ENTRY OF WAGER INTO THE WALLsz� - �' CAVITY OR PENSI I-_ /,TION 01 W,A I_kl 1O 1111_ ..; l T UC TUBAL FRAMING COMPONENT. TI-dE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WALL SHEATHING )I ] c-^ S 5/8" STUCCO OR GEMENTIOUS SHALL BE INSTALLED 7'CPF EVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF T NOTED; THE FOLLOWING LOCA.I..IONS: COATING OVER GMU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, b" WIDE) FROM TOP OF WINDOW SILL PLATEWINDOW `i S f C �_ I2LMUVL WEATHER RESISTIVE .BARRIER I,- AT TOP OF ALL EXTERIOR AIDC., DOOR OPENING. IN .�l_JCH ,/', MANNER A..� TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS _ CMU WALL PER PLAN 3 INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS -1f•.-IAN 1 1/8 N("'H1„*.S28rrim -OVE'R THE SHL_ATI•-i I.N(._.l MA I'ERIAL AROUND THE PERIME TER OF THE.. OPENING. INCLUDING CORNERS DO NO] REQUIRE •••�'•'•'-'••�-- r . ( �. - ti ::v ( ' NOTE; NUMBERS INDICATE ORDER ITEMS SHOULD BE • 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL.. FL-ASHINC.; _"AML FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. INSTALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2: AT THE INTERSECTION OF C.;HIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO - 2138 COPINGS. 3. UNDER AND AT THE ENDS L:,F MASONRY, WOOD OR METAL COPINGS AND SILLS. I PLATE 4. CONTINUOUSLY ABOVE ALL �= ROJECTaNG WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL _ _ . -, ,_-� �,__ __ _y -- .,.� FLOOR �; � __ .... -.-FRAME CONSTRUCTION. PER M.G.D. ENGINEERING N.T.S. ` . WHERE EXTERIOR PORCH `:,,3, L)I:..CKS C�I� STAIRS AIRS A 1 TA(.,H 10 A WAL.L... C, R ASSEMBLY SEMBLY OF W001.) _ SCALE:3" - r -m" 6. AT WALL AND ROOF INTERSEC;.ITIONS. 7. AT BUILT—IN CUTTERS. ELEVATIONC GARAGE RIGHT TAMPA • DENVER EST. 1994 (F_-. HORIZ.— MAKE-UP LIGHTS G.C. TO DETERMINE EXACT LOCATION OF FLOOD LIGHT 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER — — — — — — — — — — — - — — - — — Kk.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET TO SWITCH ' O.F.L HALF -SWITCHED DUPLEX OUTLET AT FAMILY ROOM SPECIAL PURPOSE OUTLET :O- O) I DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET ROUGH -IN I WALL SWITCH W.P. FOR OPT. LANAI I 1 THREE-WAY SWITCH GF.I. FAN/LIGHT 13 14 FOUR-WAY SWITCH D DIMMER SWITCH 3 / OUT TO CEILING MOUNTED INCANDESCENT LIGHT FIXTURE i / FLOOD LIGHTS WALL MOUNTED INCANDESCENT LIGHT FIXTURE , SD SD ---' / ICM RECESSED INCANDESCENT LIGHT FIXTURE --c. LIGHT FIXTURE WITH PULL CHAIN ALL MOUNT �� TRACK LIGHT �-- AT 8'-8" c3*E-_i FLUORESCENT LIGHT FIXTURE FAMILY ROOM \ 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION T ®D ELECTRIC DOOR OPERATOR (OPTIONAL) J G.C. TO DETERMINE EXACT \ ® CHIMES (OPTIONAL) LOCATION AND HEIGHT OF C] PUSHBUTTON SWITCH (OPTIONAL) ERMINE EXACT OUTLET AND MULTI -MEDIA chi CARBON MONOXIDE DETECTOR SND HEIGHT OF CHASE MULTI -MEDIA SMOKE DETECTOR SMOKE / CARBON MONO, COMBO DETECTOR UP t0 I `j TELEPHONE (OPTIONAL) FAN/ LIGHT ® TELEVISION (OPTIONAL) ' Q THERMOSTAT M. BATH \0 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH M M ® SPEAKER (OPTIONAL) c/> ROUGH -IN FOR OPT. CEILING PAN PENDANT </ J (VERIFY c7 CEILING MOUNTER INCANDESCENT LIGHT FIXTURE W/ LOCATION) � / —t5 </ J ROUGH -IN FOR OPT. CEILING FAN NOTES- I. OTES-I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED CH (VERIFY) ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DINING ROOM UP TO 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE LIGHT DATA FOLLOWING HEIGHTS A50VE FINISHED FLOOR — PORT SWITCHES.... 42" GF.I. (Q; OUTLETS ..... 14" — — — _ — — TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) �TELEVISION...14" G/ / GF.I. I P. O° GF.I. I G.C. VERIFY UNDER 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER _ I CABINET LIGHTIWG AT SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE M SD CM .II - KITCHEN AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. ); I GF.I. —MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING- OUTLET +14 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOMS, RECREATION ROOMS, �0 CLOSETS, HALLWAY$, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. � VENT HOOD DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. KITCHEN 2 TO EXTERIOR / PENDANT / / 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY (VERIFY '__��0✓ ROOMS SHALL BE GF.C.I. PROTECTED (GRI). GF.I. LOCATION) / / � � ::F.I. 6. IT I$ THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL / ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10A-05, Nf.C. 2008, 2010 L — - F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.I. ORDINANCES. I ENTRY — 1. EVERY BUILDING HAVING A FOS51L-FUEL-BURNING HEATER OR APPLIANCE, G.F.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON 0 3 G.C. VERIFY LOCATION OF At 48" MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH Room USED FOR SLEEPING $WITCH TO SWITCHED G.F.I. PURPOSES, PUSHBUTTON FOR OUTLETS— — 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN GD. OPENER 1` _ SUCH WIRING 1$ SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE I W.P. � _ BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM$ SHALL BE \ L — _ — — J LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I / LIGHT AND SWITCH L- � ----- � IN ATTIC \ GARAGE W.P. / G.F.I. FOR f T.U.G. SERVICE - k4TYP. /0 ALU. CABLE 150 AMP. TO FLOOR ELEC. ELEC. MAIN DISCONNECT METER A/C I CLG. OUTLET PANEL METER COMBO - SQUARED DISC. FOR G.D. OPENER 014 AND X12 COPPER TO 1 r — — — — — — — — — — — — — — — — — — — — —� PLAN RFOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS \ AMPS. REQUIRED PANEL 10 COPPER TO WATER HEATER I I UNDERGROUND 08 COPPER TO RANGE I I SERVICE BY I I 04 COPPER TO 5/8" GROUND ROD G.F.I.G.G. TO DETERMINE EXACT POWER COMPANY I I ALSO SERVICE TO BE BONDER \ GF.I. AT 48" LOCATION AND HEIGHT OF TO FOOTING STEEL AT. T 48" i i IRRIG. SWITCHED OUTLET . 2138 i::__jj I I W.P.GF.IELECTRICAL RISER DIAGRAM . COACH COACH NOTE: LIGHT �� LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL SAN M1 vat '' ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. °B 1696 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT X u.. 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER o 'A 00 00 3�E 4 U r _j�o ° N 0) 2 c, > =Jcy v��0 O�c0 u -t 0O ... f0 o ) �Cro� Z0 rGOv \ GF.I. AT 48" LOCATION AND HEIGHT OF TO FOOTING STEEL AT. T 48" i i IRRIG. SWITCHED OUTLET . 2138 i::__jj I I W.P.GF.IELECTRICAL RISER DIAGRAM . COACH COACH NOTE: LIGHT �� LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL SAN M1 vat '' ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. °B 1696 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS.COM TAMPA • DENVER EST. 1994 \ GF.I. AT 48" LOCATION AND HEIGHT OF TO FOOTING STEEL AT. T 48" i i IRRIG. SWITCHED OUTLET . 2138 i::__jj I I W.P.GF.IELECTRICAL RISER DIAGRAM . COACH COACH NOTE: LIGHT �� LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL SAN M1 vat '' ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. °B 1696 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 0.P. WEATHERPROOF DUPLEX OUTLET O.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET f$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Q, RECESSED INCANDESCENT LIGHT FIXTURE AC. LIGHT FIXTURE WITH PULL CHAIN TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FON ;Q• EXHAUST FAN/LIGNT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) E1 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) p THEW06TAT (p ELECTRIC METER J� ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) `\U ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. OTES1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.D AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2008 406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P:A.10A-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING NEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 25002.146 CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED X m 150 STATE STREET EAST OLC6MW FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM C '' o i2f J �O T 2N�MN N , r >;JM `i. LL 0 0 ,� J V f� 0 LL 1 +� o�'ro�' Z 0 JOB NUMBER 25002.146 CAD FILE NAME LOT 42 ISSUED 04-23-15 REVISED '., .u�14�-' I'Ro UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLC6MW FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 '., .u�14�-' I'Ro UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT GENERAL NOTES A)FLOORS = 40 PSF FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR OF PRESSURE TREATED WOOD. CAST, IN PLACE CONCRETE BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS' ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A)FLOORS = 40 PSF MASONRY WALL- CONSTRUCTION $) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E)BONUS ROOM/GAME ROOMS = 60 PSF U. N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS C G Q 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING& BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 6. VERTICAL REINFORCEMENT SMALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 154' O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. Q ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90 /o OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Win U.N.O. Fb =2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc 1= 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB, EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED WV/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT: PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/211-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1 MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ TRUSSWAY TRUSSES PER TB -39 7 4/16/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS w/ BED ROOM PER TB -55 (TL/JV) 8 4/27/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A PER TB -45 DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 O' �� sLU 0 �_ WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) gcti;.. ,, cr: Q - VALUE DENOTES SUCTION AREA 40 O 10 (+) 21.2 (+) 21.2 - 22.9 (- 28.3 (+) 20.2 (+) 20.2 20 O 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" xT-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „l 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT 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 SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited...._ cl- 0 LLt 0 w 7� C'� z U E..,,.' W (5 > O o7 ��gr W z La V) j 06 1-zi� > Z OF�m J N� Z ' o� g Z a -C k E O �- c) ac ibLU � Z LL. < O > W W vJ �U) > C ) 0 V � � 11 a� C F - i Z W O J i W > _ W O F. O F- = ZUj --- o aa_ STRUCTURAL ENG: CFG / BED C DRAFTING: STRUCT. BM QC CHECK: TL JOB No. TM - 2150450 SCALE: AS INDICATED DATE: 04/28/15 S1 a04 04 �' W O' �� sLU 0 �_ Q o Z � �s� ® CV gcti;.. ,, cr: Q cl- 0 LLt 0 w 7� C'� z U E..,,.' W (5 > O o7 ��gr W z La V) j 06 1-zi� > Z OF�m J N� Z ' o� g Z a -C k E O �- c) ac ibLU � Z LL. < O > W W vJ �U) > C ) 0 V � � 11 a� C F - i Z W O J i W > _ W O F. O F- = ZUj --- o aa_ STRUCTURAL ENG: CFG / BED C DRAFTING: STRUCT. BM QC CHECK: TL JOB No. TM - 2150450 SCALE: AS INDICATED DATE: 04/28/15 S1 FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1 -- LAPPED LAPPED MIN. 6" AND SEALED. Q 30'-0" 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 2 STORY FOOTING PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL lo ol 14'-0"16'-0" (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS ORloe EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 8 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q 2 2 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. F- LAP SPLICES SHALL BE NO LESS THAN 25". Z LU ■ ■ ■ ■ 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 ®� ® RECESSING DOOR SILLS. W O 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. LU T U O A/C PAD 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE U I_ _ o _ a °^° bo o SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U 00 -4" FIN. FLR io 60 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Z V r THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 W MF01 MF11 PAVERS USE ALTERNATE APPROVED METHOD. LU SD1 SD1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY a0cn 00 COMMUNITY & COUNTY CODES. - - ■ 8. FOUNDATIONS ----------- - - ■ IONS AND SUPPORTS FOR OUTDOOR MECHANICAL _ -_--- • ■ SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE � ■ • • ■ B — d-1 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION 0 — T N INSTRUCTIONS. 0 `� NOTE: EXTEND IFOOTING UNDER SGD. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED INTEGRATE INTO DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO LL I I MAIN CMU I DETERMINE STEP LOCATIONS IF REQUIRED 0 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BIdD3 Z' W AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD "' v �'s® ti a I I I FOOTING STEP DOWN AND CORNER INFORMATION. r,®�°.•+u�o•°•`°'�7Ji ®��' N I I I 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE° < �,eLL, �°;� 111 p ■ MF01 SHALL BE'. ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH ® ko o Z Z SD1 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION • 11! .,.`.• ..J � U I ( _ Fpg 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER -4 d SD1 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS I I I FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE °•F •v��® Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL '•••°°.'•°•°��® J Of MF01 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO'-'•' `e J SD1 11'-2" 3'-6" I I ■ FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. - ' /®/ r®® SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,lA1i® W __— COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS ! ! ] '' - I DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W 1 _ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS J J I I N I BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 CL " ((( ! PSF. 0 u0 0'-0" FIN. FLR ■ 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • Z Z 0, I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEEOi p_ , v ® z STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q N O — FOOTING SIZES PENDING DEPTH OF STEMWALL. M - o I I I 3 1/2" THICK CONC. SLAB W/ 6X6 ~O or '� cY W/1.4 XW/1.4 W.W.F. OVER 6 MIL p w * o } VAPOR BARRIER OVER I—M; Z __ ......__ :. COMPACTED FILL. CO FOOTING SCHEDULE ¢ 0 0 NF06OI SD1 - - N 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. U -S D 1Z 24"x24"x12"dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W.1-4 — O; 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. CD ■- 0 0 boo 6'-0-I I CD w 30"x38"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. o ca I 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z 91 ■ O U) Cl)j`� 3O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Q UJ U- J rb MF01 iT u - W SD10 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. z z 06I— tFi1 M cai N Z I O r . ( SD1 O �. \ _ 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. UD N �} cc m 7 / -� tc? _O J Z h N .1 w z 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < Z ® ® / SOS _ _"-- - O _ a vi \ O F05 0 O a E O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. U O� 5� _ co -4" FIN. FLR w Z _;, J - -4" FIN FLR p 1-- O ® L.L o ... f u_z 2.6 0 o� U ~ o �V z �a I Q W W 0o h_ PAVERS _ _ �� ■ SYMBOLS LEGEND �� w 9'-8" ® ,...� 5'-0" 3'-8" 3'-4" 2'-1" 2'-9%" 3'-5%" 2 STORY FOOTING ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. ■ IL ( I TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 Z ® I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q 0 TO TIE BEAM. 0 co J N 26" X 48" X o I MF02 o 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z (� 0.. T-6" ® I N SD1 N w_ Z 11 12" DP W/ #5s AT 6" I I O.C. EA. O I— WAYI z a d' zWo MF02 I 0J J SD1W 1 o �Wo Ci1MPACTION TEST Z01-0 2 co IOC _ I REQUIRED Ute—, W W M L_. J Results to be Verified LU 1— 0 _ Z • ■ • at Slab Inspection J D W Z MF13 Q Q = MD01 SD1 0 D01 SD2 SD2 8'-8 STRUCTURAL ENG CFG / BED 2 STORY FOOTING 21,-4, - DRAFTING: 30'-0" 00 01 Z-STRUCT: BM W QC CHECK: TL w JOB No. TM - 2150450 W r.;k 2 SCALE: AS INDICATED DATE: 04/28/15 FOUNDATION PLAN - 1/41f=11 -011S2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. v tf- tt 0 r - O O N LIJ W f— LL O U) Z ., O 04 � 000®00000000 � ®yI � � y ® oo W y®�'� «� p Via, % CA' i 4�V Z Z ® A . = �, ® ry 0� ❑ .� LL it fill a W J O Q >\ U � y Z�"j�O M1 yy LU w Q CL Z a :. p LL OC" U) G'' O CL U I— U 0 z Z can Q 3rz8V U- j LU S Z 11 NC M� Q 06 W-Zy 00 o _._1 Z � WW �a go _ 3:z z D ;j a 0 w °�� ZLU W U z~� as i Q O oJ � I-- Q' aw z w UJ z ® ® M 0 a ®..,■ O C10 Z_ V W 0 11 ■ ic, 3: Z Q a� UU)j Z W Q ■ Q J y W W O Y 1 LU OLU 0 z - r �ILL, m oV w QVC - �,z0 W ) 5 1'-4" 1'4" CC U) STRUCTURAL ENG: CFG / BED DRAFTING. L C DOWEL PLACEMENT PLAN # 15 1 6 9 5 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. STRUCT: BM QC CHECK: TL JOB No. TM - 2150450 SCALE: AS INDICATED DATE: -04/2--8--/15-- S3 4/28/15 S3 SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). Q • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. - J a 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. H Z w � LUZ Wo W O a_ z U 0 U) J W � M Q W O J LL O O N LIJ W f— LL O U) Z ., O 04 � 000®00000000 � ®yI � � y ® oo W y®�'� «� p Via, % CA' i 4�V Z Z ® A . = �, ® ry 0� ❑ .� LL it fill a W J O Q >\ U � y Z�"j�O M1 yy LU w Q CL Z a :. p LL OC" U) G'' O CL U I— U 0 z Z can Q 3rz8V U- j LU S Z 11 NC M� Q 06 W-Zy 00 o _._1 Z � WW �a go _ 3:z z D ;j a 0 w °�� ZLU W U z~� as i Q O oJ � I-- Q' aw z w UJ z ® ® M 0 a ®..,■ O C10 Z_ V W 0 11 ■ ic, 3: Z Q a� UU)j Z W Q ■ Q J y W W O Y 1 LU OLU 0 z - r �ILL, m oV w QVC - �,z0 W ) 5 1'-4" 1'4" CC U) STRUCTURAL ENG: CFG / BED DRAFTING. L C DOWEL PLACEMENT PLAN # 15 1 6 9 5 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. STRUCT: BM QC CHECK: TL JOB No. TM - 2150450 SCALE: AS INDICATED DATE: -04/2--8--/15-- S3 4/28/15 S3 F15 F16 Q U 50 �- C) s SD6 SD6 BW2 Roe X o N 00 LL L � F 15 S1 c 5 19 R02 ¢ SD6 W z LLJ SD6 — _ R03 R04 S1 0 RF02 SD6 R05 C� ® 0 2x6 #2 SYP CONT. LEDGER TO ® Z 1 COMBO TRUSS UNDER 2ND FL. F15 WALL W/ (2) 16d NAILS @ 4" O.C. R06 0 (0 SD6 0 F15� ® R07 V SD6 W Z = p R07 ® Q Q 17 R07 _ O U 0 LL W R07 0ED O zcj0 R07 C� — _ --- W I— �2Z R08 W J U Z /GE01 ? LL SD3 W F- STRUCTURAL ENG: CFG / BED Q DRAFTING: H z -STRUCT: BM W QC CHECK: TL JOB No.TM - 2150450 FIRST FLOOR F PLAN = SCALE_ AS INDICATED I— DATE: 04/28/15 Nc 1/4"=1'-0" NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND A F'�' R D S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. OR ENDNAILS OR ENDNAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 C) 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO T-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'4" 2 2 BW6 1. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. 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 INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4"x24" TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3)1 d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. .WALL 9. 2x P.T. PLATE AT BASE O BR F .WALL W/ THREADED ROD. NO S BRG 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) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O 2X8 SYP#2 BUILT UP ST (3) D COLUMN U 16d NAILS SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 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) v 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 H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 6"EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING C) SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'4" 2 2 STANDARD HEADER NOTES 1. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER, TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE Oq (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 O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O 2X8 SYP#2 BUILT UP ST (3) D COLUMN U O44 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"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. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. v O - O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 6"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. .NAIL SCHEDULE STANDARD NAIL. GENERAL DIAMETER/ LENGTH 8d .131" x 22' 10d .148" x 3" 12d .148" x 32' 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 PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" 1-1 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 AS IN°'GATED (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x2i' TAPCONS C) (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & nH2.5A w/(10)8d FRAME TO FRAME 535 600 MTS w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4"x24" TAPCONS a HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT" TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/2' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 Efl 0d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w48" 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 30IRDER TO COL./ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS J JOB No. TO POST: -SIMP. HTS20 OR LSTA18 NOTES TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" Z PLATE TAPCONS LEGEND -O ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 AS IN°'GATED TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"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 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x2i' TAPCONS C) ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 L Al OR ST 8 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl6 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ' ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL `` U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. -MIN. -2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 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 HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16 O.G. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" 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 ISNOT 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 NA -S, PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT 1S 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 LAYOUT TRUSS SHOWN DOES NOT MATCH THE U 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 TORE 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 INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. W a N W W H � O e�r�`ettrttari�'� F►r IL 04 ••w �" ®aa ® w O 0 CC- - J a1~ 'Z C • C#)0 40 •ate.• t� `� O PAkq` `` - � it,pattn� CL O, o Z"O� Q C 7`11 pc� w a Q l z o ?`'O X U Ow rC,� C cn� U z z O O CL ui H U ~ Op Z � U w �rzg� O LL1 G' rz Z NOoMr O06 W z U) w Q Z C) C� v�: Ii i Z Z z NF�m M z Q. P_j, E �- W o� X95' i 06 J �(41 a W Q iP.:N1-M ZQ J W W Z 0gi�i� O o� U F - WO a =Z W 65 O[L O Z Fn 0 O 0z 3: w 11 F - Z ~ H ~ U) ZW0 J N W LL o Y 1 w 0 0 z (D W z = W v O--- U)J W Z W 0 aa= p ��F- U � LL' U) STRUCTURAL ENG: CFG ! BED "'� DRAFTING:. ------- -------- -- ---- Q F_ Z STRUCT: BM W-- --- -- --- -- --. ___.. -- ._ FnQC CHECK: TL J JOB No. TM - 2150450 NOTES & CONNECTOR Z LEGEND -O AS IN°'GATED -SCALE- DATE �U) C) N W W H � O e�r�`ettrttari�'� F►r IL 04 ••w �" ®aa ® w O 0 CC- - J a1~ 'Z C • C#)0 40 •ate.• t� `� O PAkq` `` - � it,pattn� CL O, o Z"O� Q C 7`11 pc� w a Q l z o ?`'O X U Ow rC,� C cn� U z z O O CL ui H U ~ Op Z � U w �rzg� O LL1 G' rz Z NOoMr O06 W z U) w Q Z C) C� v�: Ii i Z Z z NF�m M z Q. P_j, E �- W o� X95' i 06 J �(41 a W Q iP.:N1-M ZQ J W W Z 0gi�i� O o� U F - WO a =Z W 65 O[L O Z Fn 0 O 0z 3: w 11 F - Z ~ H ~ U) ZW0 J N W LL o Y 1 w 0 0 z (D W z = W v O--- U)J W Z W 0 aa= p ��F- U � LL' U) STRUCTURAL ENG: CFG ! BED "'� DRAFTING:. ------- -------- -- ---- Q F_ Z STRUCT: BM W-- --- -- --- -- --. ___.. -- ._ FnQC CHECK: TL 04 8 5 S4,1 i nC ` , ,,. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. JOB No. TM - 2150450 NOTES & CONNECTOR LEGEND AS IN°'GATED -SCALE- DATE 04 8 5 S4,1 i nC ` , ,,. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. STANDARD 2ND FLOOR FRAMING NOTES: LLI 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' J OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 0 OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w Z SHEATHING IS NOT CONTINUOUS) 0 LU 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 0 Z (� 0 U) J W n Q m ❑ ADD STRAPS TO 0 J U - EA. SIDE OF WALL SO O 0 SD5 w j Pa: a O p o o O W H2x8 H2x8 H2x10 04 J07 J07 t 6 �"2 h 04:: - Z z J08 I J08 N C:° SII Q J09 J09 go LL VS0R __._ SO SD5 R10 \ O R11 Z �" � #1L N M L) C7 R12 00 W H 0 �z N z Q R13 _ _ ;;,o OJ � _ o Z 010 —" R13 O C _. R13 n L R13 U R13 00 __.. IQ (DC.) _ w Lu .�� R12 �_ z NC M - - od W z. R11 U � Z Z U� I c = III o — (n N F N� Z� & = a o R10 III SO Q U) Z - F th "� SD5 " SD5 0 a < F R14 LL U X6 ic A 4 U WJ LL :::.,:m: Z J Z LL. v R15 _._. - - -- __._ J09 O O O O � > 0 Q O R15 J08 W N III ___. z LU R16 J07 ❑w C/5 _— o J13 H2x8 R17y � p O O O 00 I� J12 �-� A i o p o Q02 7 \N _❑ R17 o Q Fn G IN J07 0 U rj 0 R18 V o A y'Q W Z R19 H Q H2x8z dN' H GE01 = ZW0 �WLLFJ o �GC� 0 0 W z W W 1- =Z D)w OjZ� W p 4Qz 5 H I— U � STRUCTURAL ENG: CFG / BED Q DRAFTING: H z-STRUCT: BM W - UIL.DUVC QC CHECK: TL �3t? W JOB No TM - 2150450 ROOF FRAMING PLAN _--- SCALE: AS INDICATED DATE 04/28/15 1W 1/4"=1 1-011 NOTE. SEEPAGE 54.1 OR NOTES AND CONNECTOR LEGEND 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, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z J a W LU a- I - (D w Of z O U) a 14'4" 0 292/0 1160/0 1660/0 2439/0 16'4"0 284/0 950/0 1379/0 1997/0 0 - „ 0 211 / 0 750 / 0 1177 / 0 1676 / 0MATERIALS 18 -0 . c� > o ° 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 H li 2. fc PRESTRESSED LINTELS = 6000 psi. ° d q110 20'-8" 0 145/0 550/0 981/0 1376 / 0 3. GROUTED PER ASTM C476fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O "U" GRADE 40 0 8RF14-1B/1T BEND 0 LENGTH PRECAST LINTEL LOAD TABLE BEND 0 LENGTH GENERAL CONCRETE LINTEL SCHEDULE NO -SHEAR WALL AT OPENING ,"B," TYPI DAL SHEAR WALL SEGMENT AT CORNERS PRECAST METAL LATH OR T'4 "Do' #3 4 d $F16-1B/1T 15 21/4 NOMINAL WIDTH C 4 #4 21/2 5 5/8 PROVIDE LINTEL W/ 3000 WIRE SCREEN C 121/2 ° LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING E 0 APPROVED LINTEL MANUFACTURERS: QUALITY, LOTTS, AND POWERS STEEL 25 W 7 C z STANDARD #5 psi CONC. PER OVER COURSESCASTE-CRETE, 81/16 14 30 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 131-411 36 0 8F16-0B/1T 9 13/16 16 1/2 1-1/2" CLEAR cY HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO 21 3/4 42 0 8F20-1B/1T Q c� STANDARD LINTELS a OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES 0 CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F$ -OB $F16-16 / 8F16 -OB 8F24-1B/8F24-0B 8F32 -1B / 8F32 -OB li�_ 1. - AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE `, PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 8F20-0B/1T U � _ V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 KED INTO HOOKED HOOSIDE PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED z C.M.U.C;op 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. F - - 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 C VERTICALS ''. 91-211 CD STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4"' BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q 141 r z ° #5 REBAR AT BOTTOM OF LINTEL 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 A", . .a .° . ° . . 4 q, a 8" BEARING EA. END °- °-° -- . °' ° ° �- —° ° a TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL Z W T-4" 1006 1663/1349 5365/1999 7342/3123 10000 / 4249 ° a. — — — a" +' "� ° — �— "- e ` -' ° I- BLOCK FILL w/3000 sl CONC. w/ 1 #5 DIA. p O 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 4 -0 � 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 .q ° e ° a REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT U) 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 " I O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. W Z ° . . I� 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 w 0 4'4 °.° Q 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A.MIN. 32" FOR THE LOAD LU 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 4 q 'a e in CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O CL �dl ° z ADEQUATE FOR THE LOADS. 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 6 2 iw 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O Z_ (� 9 -2 315 618/535 1533/1247 2781/1946 4754/2489 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. .�' ROUGH OPENING PER PLAN q "— _° — a 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 11'-2" 255 4711352 1075/1075 1838/1567 2883/2003 12-4' 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 0014 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS �_ ° ° ° ° 12'-8° 0 369/261 1002/984 1697/1361 2630/1738 0 d lo" #5 DIA. REBAR 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & OJ 13 -4 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW 14'4" 0 292/0 1160/0 1660/0 2439/0 16'4"0 284/0 950/0 1379/0 1997/0 0 - „ 0 211 / 0 750 / 0 1177 / 0 1676 / 0MATERIALS 18 -0 . c� > o ° 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 H li 2. fc PRESTRESSED LINTELS = 6000 psi. ° d q110 20'-8" 0 145/0 550/0 981/0 1376 / 0 3. GROUTED PER ASTM C476fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ° GRADE 40 0 8RF14-1B/1T BEND 0 LENGTH AP BEND 0 LENGTH ° . NO -SHEAR WALL AT OPENING ,"B," TYPI DAL SHEAR WALL SEGMENT �"D„ �"A„ n T'4 "Do' #3 4 d $F16-1B/1T 15 21/4 NOMINAL WIDTH C 4 #4 21/2 5 5/8 91/2 20 TYPE DESIGNATION C 121/2 ° #5 31/8 E 0 8RF14-0B/1T 25 33/4 7 14'4" 0 292/0 1160/0 1660/0 2439/0 16'4"0 284/0 950/0 1379/0 1997/0 0 - „ 0 211 / 0 750 / 0 1177 / 0 1676 / 0MATERIALS 18 -0 . c� > o ° 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 H li 2. fc PRESTRESSED LINTELS = 6000 psi. ° d q110 20'-8" 0 145/0 550/0 981/0 1376 / 0 3. GROUTED PER ASTM C476fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8" x 8" x 16" CMU U.N.O. RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 STRENGTH = 1900 PSL' d. BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'_4" 1694/1694 3725/3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ° ° ' MD08/S5 FOR LAP INFO. ° 2'-8 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510., PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085/4085 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. GRADE 40 0 8RF14-1B/1T BEND 0 LENGTH AP BEND 0 LENGTH ° . NO -SHEAR WALL AT OPENING ,"B," TYPI DAL SHEAR WALL SEGMENT �"D„ �"A„ n T'4 "Do' #3 a' 4 d $F16-1B/1T 8" x 8" x 16" CMU U.N.O. RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 STRENGTH = 1900 PSL' d. BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'_4" 1694/1694 3725/3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ° ° ' MD08/S5 FOR LAP INFO. ° 2'-8 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510., PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085/4085 FILLED CELL AND REBAR (TYP). MORTAR T-4 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ; JOINTS SHOULD NOT BE CUT 4'4" 846/833 2121/1716 3127/2839 SEE FOUNDATION FOR FOOTING 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / , 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLEDR =RECESSED •- T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY s� 8F16-1B/1T F' a 8F8-1 B/1 T - D06 TYPICAL MASONRY CONSTRUCTION O QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0" A1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER v u 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. GRADE 40 0 8RF14-1B/1T BEND 0 LENGTH AP BEND 0 LENGTH 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF "All ,"B," ,oc., t7.r �"D„ �"A„ n T'4 "Do' #3 17/8 O $F16-1B/1T 15 21/4 NOMINAL WIDTH C 18 #4 21/2 5 5/8 91/2 20 TYPE DESIGNATION C 121/2 24 #5 31/8 E 0 8RF14-0B/1T 25 33/4 7 FILLED CELL AND REBAR (TYP). MORTAR T-4 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ; JOINTS SHOULD NOT BE CUT 4'4" 846/833 2121/1716 3127/2839 SEE FOUNDATION FOR FOOTING 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / , 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLEDR =RECESSED •- T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY s� 8F16-1B/1T F' a 8F8-1 B/1 T - D06 TYPICAL MASONRY CONSTRUCTION O QUANTITY OF #5 REBAR AT TOP SCALE: 3/4" = 1'-0" A1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER v u wit- CAVI SEE PLAN FOR TOP OF WALL AND LINTEL INFO BOTTOM REINFORCING PROVIDED U O 8RF22-0B/1TE� c .w. • ..,.' ; •,...... F F M 8NOMINAL W DTH IN (A 1N LINTEL (VARIES) O O 0 8F24-OB/1T n 4 O FILLED u 8RF30 1 B/1T � LINTEL PER PLAN P .'" 8F32-1B/1T 1-1/2" CLEAR C 0 8RF30-0B/1T TRANSOM OPENING ,.:. , ,, , .: ¢ w cn s: 0 _ T ( EQ'D _. #5 REB ...• . .: .. ; :. s � AR AT OP MIN 1) R 8F32 -0B/1T U � ¢ C.M.U. FRAME INFILL AROUNI9., WINDOW BY BUILDER SEE FOUNDATION O 8F38-1B/1T g SEE WF01/SD2 FOR z #.', ' PLAN FOR FILLED CELL �u 8F12 -1B/1T � O MORE INFO INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. r O 8F40-0B/1T---I` BOTTOM REINFORCING PROVIDED / 7-5/8" ACTUAL IN LINTEL (VARIES) CD C0 8" NOMINAL WIDTH LL x UNFILLED 2 2X8 WOOD HEADER 0 • TURNED SIDEWAYS. FIRST PLY 2X8 TO � w DOOR OPENING MASONRY WALL W/ L6 1-1/2" CLEAR ° . SIMPSON HUS26 HANGER x = ' @ EA. END. W/ (6) 3/16" Ox CollF w Q W wl #5 REBAR AT TOP MIN. (1) REQ'D 1-3/4" TAPCONS INTO O 0 H W U) MASONRY & (4) 10d X 1 O o z W � a . a TOP COURSE KNOCK LINTEL BLOCK 1/2 NAILS INTO HEADER. cn O U) WI 2ND PLY TO 1ST PLY W/ iio X U O I—, ,°• a #5 REBAR AT BOTTOM MIN. (1) 10d STAGGERED @ 6" O.C. ,SPP m ¢ REQ'D W � DO LINTEL W/ TRANSOM DETAIL F- 16 GA. POWERS STEEL BOXED W WI �? O � 7-5/8"' ACTUAL LINTEL 12 SCALE: 3/4" = V-0" O a 8" NOMINAL WIDTH POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. GRADE 40 0 8RF14-1B/1T BEND 0 LENGTH NOMINAL HEIGHT BEND 0 LENGTH 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF "All ,"B," ,oc., t7.r �"D„ �"A„ n „c„ "Do' #3 17/8 O $F16-1B/1T 15 21/4 NOMINAL WIDTH C 18 #4 21/2 5 5/8 91/2 20 TYPE DESIGNATION C 121/2 24 #5 31/8 E 0 8RF14-0B/1T 25 33/4 7 C z 30 #6 33/4 81/16 14 30 41/2 a 131-411 36 0 8F16-0B/1T 9 13/16 16 1/2 1-1/2" CLEAR cY 9 13/16 21 3/4 42 0 8F20-1B/1T Q c� a _ #5 REBAR AT TOP MIN. (1) REQ'D a li�_ So0" 8F20-0B/1T U � _ 17(D z C.M.U.C;op _ F o 0 8RF22-1 B/1 T ° GROUT C 91-6" ZQ 91-211 CD 141 r z ° #5 REBAR AT BOTTOM OF LINTEL Z O 8F24-1 B/1 T �; C wit- CAVI SEE PLAN FOR TOP OF WALL AND LINTEL INFO BOTTOM REINFORCING PROVIDED U O 8RF22-0B/1TE� c .w. • ..,.' ; •,...... F F M 8NOMINAL W DTH IN (A 1N LINTEL (VARIES) O O 0 8F24-OB/1T n 4 O FILLED u 8RF30 1 B/1T � LINTEL PER PLAN P .'" 8F32-1B/1T 1-1/2" CLEAR C 0 8RF30-0B/1T TRANSOM OPENING ,.:. , ,, , .: ¢ w cn s: 0 _ T ( EQ'D _. #5 REB ...• . .: .. ; :. s � AR AT OP MIN 1) R 8F32 -0B/1T U � ¢ C.M.U. FRAME INFILL AROUNI9., WINDOW BY BUILDER SEE FOUNDATION O 8F38-1B/1T g SEE WF01/SD2 FOR z #.', ' PLAN FOR FILLED CELL �u 8F12 -1B/1T � O MORE INFO INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. r O 8F40-0B/1T---I` BOTTOM REINFORCING PROVIDED / 7-5/8" ACTUAL IN LINTEL (VARIES) CD C0 8" NOMINAL WIDTH LL x UNFILLED 2 2X8 WOOD HEADER 0 • TURNED SIDEWAYS. FIRST PLY 2X8 TO � w DOOR OPENING MASONRY WALL W/ L6 1-1/2" CLEAR ° . SIMPSON HUS26 HANGER x = ' @ EA. END. W/ (6) 3/16" Ox CollF w Q W wl #5 REBAR AT TOP MIN. (1) REQ'D 1-3/4" TAPCONS INTO O 0 H W U) MASONRY & (4) 10d X 1 O o z W � a . a TOP COURSE KNOCK LINTEL BLOCK 1/2 NAILS INTO HEADER. cn O U) WI 2ND PLY TO 1ST PLY W/ iio X U O I—, ,°• a #5 REBAR AT BOTTOM MIN. (1) 10d STAGGERED @ 6" O.C. ,SPP m ¢ REQ'D W � DO LINTEL W/ TRANSOM DETAIL F- 16 GA. POWERS STEEL BOXED W WI �? O � 7-5/8"' ACTUAL LINTEL 12 SCALE: 3/4" = V-0" O a 8" NOMINAL WIDTH POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF "All ,"B," ,oc., t7.r �"D„ �"A„ "Bit „c„ "Do' #3 17/8 41/4 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 11 3/4 25 33/4 7 15 1 /2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 LU 04 o��r,�llllrei�� a: g. co d v CC � o O� �•• O �1�°R•••••��` �� U_ , %;PRS O k x, t U _ O_ 0 w U Z Q 0 0n c5 �n$� IL W & 'r, g C Z NGWM O Q 06 F-ZN a Q z V�S� CL �_ W O a4C415�Ir U W Z I- ~N� Q J �� C U � Q W z = W nai O Z 0 a O 01 61-81' SAFE LOAD TABLE NOTES Z ° 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION` SAFE LOADS FOR UNFILLED V LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2".SAFE LOADS FOR ALL W Z o P RECESSED LINTELS BASED ON 4" NOMINAL BEARING.Q � cm 2. 0 = NOT RATED. Q oi'!( 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.z > O 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 J -J 16"-011 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING (1) W L ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O Y 6. ONE #7 REBAR MAYBE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. F- rt W Q LINTEL PLAN W Opo 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT U J (� °. LU 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. w ZQ 0 .4 o e. U 11 p <q a; #3=2Y2' 4 #4 ° + ° _ ° ° _ 2 J D _ .. a = 3" RA FTIN . #5 TRUCTURAL ENG' CFG / BED a... #6 m 4 -• P e ,a „P " G _ - a ° _ Y2„ ° #7-3 2 �.' W 4 ° a STRUCT BM -�,. C CHECK TL ° .. B.. GVIt..C) �G W JOB No. TM - 2150450 44 LAP SPLICE EMBEDDED STANDARD 904 HOOK STANDARD 1180° HOOK s;d� = SCALE: AS INDICATED <. DATE: 04/28/15 t6D08 REBAR SPLICE DETAIL F'�„roc SCALE: 3/4 V-0” # 5""6 9 5 S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z 2 to W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (D Uj 1/8"=1 —0�� SUPPORT. 0 W = Z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT U J (� °. LU 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. w ZQ 0 .4 o e. U 11 p <q a; #3=2Y2' 4 #4 ° + ° _ ° ° _ 2 J D _ .. a = 3" RA FTIN . #5 TRUCTURAL ENG' CFG / BED a... #6 m 4 -• P e ,a „P " G _ - a ° _ Y2„ ° #7-3 2 �.' W 4 ° a STRUCT BM -�,. C CHECK TL ° .. B.. GVIt..C) �G W JOB No. TM - 2150450 44 LAP SPLICE EMBEDDED STANDARD 904 HOOK STANDARD 1180° HOOK s;d� = SCALE: AS INDICATED <. DATE: 04/28/15 t6D08 REBAR SPLICE DETAIL F'�„roc SCALE: 3/4 V-0” # 5""6 9 5 S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUTBACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID I I CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK I 8" CMU BLOCK I I MIN 4" WITH FOUNDATION L1/4- 11 WALL SCHEDULE WALL SCHEDULE w BELOW FOR ADDITIONAL FOR ADDITIONAL ry INFORMATION 3-1/2" CONC. SLAB w/ INFORMATION 3-1/2" CONIC. SLAB w/ I 3-1/2" CONC. SLAB wt Q 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER FIBERMESH REINF. OVER I FIBERMESH REINF. OVER FIBERMESH REINF. OVER (1) #5 s CONT. FIBERMESH REINF. OVER W 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER LU 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER F I I z 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER w FIBERMESH REINF. OVER J a z 2x PT SILL PLATE 2x PT SILL PLATE Q N LU g W g > 6 MIL VAPOR BARRIER Iw f a d z LU m da M II ° de d • +° # �. II, °'d °. . V n° I' n 00 da .I'n' 00 '— °° °T�� --T 4.. a ° 4 d ° e °..: .. —I W z a L. a GRADE _ w ° I —_ -1 I—I ISI I I_I A —I I—� I I—� I- GRADE hl.l LI o ° �d z cn d —45 ° ° d _ _-- _ . = o c to l e n' A ,°. I I—I I' , •°' w O ° - -Co _ _ _-f14�' =111= -=I = I - - - 1 I I_T— — _ ISI—ILII o C I 1 � ; ' � -� _ I I„— I I-�`- I- _ 1I -- — ° a�Ei- o I— gI. - - -_ _ _ -I I — —1 J I= = I = CLEAN V —.- Ii i I ; I -—� III ISI III ISI �I �I ::mmi °°°_� _�-'-I—I _� o IIS--;L-... — — o I I— I I=1 I I I I I L 1 COMPACTED z V _ _ CLEAN COMPACTED I i —III III— FILL @ 95% STANDARD I' , I I I i i I iii CLEAN (2) #5 BARS CONT. W/ 3” COVER FILL @ 95% ❑ (n —_ _ CLEAN COMPACTED 16" DENSITY (2) #5 BARS CONT. W/3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8° STANDARD J W (2) #5 BARS CONT.IT ' FILL @ 95% STANDARD (2) #5 BARS CONT. ' L-_--V I DIII — „ 11 I=i I=i I i D� DENSITY TYP. AT 2 STORY CONDITIONS 8 8 FILL @ 95% (3) #5 BARS REQUIRED AND DENSITY m W/ 3" COVER TYP. CLEAN COMPACTED W/ 3 COVER TYP. CLEAN COMPACTED 3 #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20 WIDE (2) #5 BARS CONT. W/ 3' COVER TYP. O Q V-4" FILL @ 95% STANDARD 1 `4" FILL @ 95% STANDARD FOOTING TO BE 20" WIDE DENSITY ❑ DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS REQUIRED AND FOOTING TO BE 20" WIDE _j WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG LL SHALL BE V-4" WIDE w/(3) #5 BARS -- SHALL BE 1'-4" WIDE w/(3) #5 BARS o N ` w W F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING FO NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1' O W O 1 0e a ti 4 ••� VAI sj N W p 3/4" RECESS @�.\® � z z PER MFG. SLIDING GLASS = * CV �� -� Q SPECS DOOR U !Q SLOPPED GROUT 811 CMU BLOCKp `�.��►�®a Q TO DRAIN SEE PLAN ° da SLOPE �, / 'D O MIN. 24" BEFORE 4 I. °..' . �/ ®®, -. J FOR STEP OPTIONAL CURB d . I o00 P �` ?y LL 8" (G.C. TO VERIFY) ANOTHER STEP I d I d.' 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE ° ° d OPTIONAL '�- - -'r REINF. SEE 3-1/2" CONC. SLAB Irv/ . I ° 4 FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. CURB FOR FIBERMESH REINF. OVER 'I I° d #5 CONT. REINF. a 6 MIL VAPOR BARRIER 25" GROUT CELL SOLID .� PLAN I I. SEE FOUNDATION REFER TO PLANS FOR 1 11 @° a uai' r I FOR QUANTITY < LOCATION d MAS. ELEV. 6 MIL VAPOR BARRIER I� ° 0-0 w/ (1) #5 ° 4 1/2 CASING 0 BAR CONT. ' �+ —' — — — w ° ° 4 A �'. I G ° " I'. O "� (� a °, w❑ d ° I a V 00 ° n r�,�4.,r` �..�:� °nom"�a��'I al All \l. z r I. a ° a ..°..�' ALUMINUM THRESHOLD a >• ' d ❑ GRADE °a #5 x 25 x 25 — — _ q ° ° — ` — Q N II CONT. W/3" I,. — — '•+ 4 : ° CORNER BAR, ONE 3 1/2" CONC. SLAB I — - i vi — —I rS.3., o 00 — 8 4 MUDDED I '— :. o . n n.. I I — — °.'.'.... ° — — r— __ — — _— _ _ ; ., .. _ a d" —COVER ° a ° w/ FIBERME H SLOPE I_I I I i_�..-...__III_._ L.,I. 1I FOR EA. HORIZONTAL S — I I M ° — FLOOR CLEAN { -I -- — r o n 1 4 .I. 1 __ ....._�.,,._ ,.,...,__. ._ I III-_---III—III— L._.._. I---III—� � a , a ._... 2 #5 BENT BARS °.. , . ° ° Id REBAR, TYP. U.N.O. REINF. AND 6 MIL ..._.. ._.._ -.,^ .- 1 i—I I - ._. I —I L._I—) I I SLOPED COMPACTED - - _- — _ d — O — -- T I_ - w °... n '. a. VAPOR BARRIER 3/4" RECESS _I — — — �-- a'; _III III_—i FILL 95% _ _ _ w p a �. ° _MIN. 25" LAP SPLICE ° �.�. �. M"°— — I — I— I —1 1 Q o „ I--.-III—I I _._ _ — I T _ _. To DRAIN @ I I -=1 I �I I I:_—III -.. L._ -1 I_ =_I=I I= w .— _ d' _ _ _ — ! , (2) #5 BARS CONT. III—III—III III _ _ _ r. � � °� ° I I' t ° _ . SLOPE 1/4 .1 1 11 � STANDARD I I E -III - _ _ W/ 3 COVER TYP. 1 -4 CLEAN COMPACTED I -III- =III--' -- n° ° DENSITY 13' x 12" THICKENED 114 — i =III--III —I I iI I I—- °. _ APER FOOT ° c U 1 4 (2) #5 REBAR SLAB w/ (1) #5 CONT. -- I - 1 (2) #5 CONT _ ELI MIN. a FILL @ 95 /o STANDARD O �' +I'+I II Ii �LI i 1_L. VERIFY W/ DETAILS FOR REQUIRED o d . q° ' . ° DENSITY Z p ly U - W/ 3" COVER. III III III III III STEEL AT 2 STORY LOCATIONS PER MFG. ° d , O .� 8 SPECS WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED ° a STEEL AT 2 STORY LOCATIONS EXP JOINT 0 Ica FO FOOTING SHOWER F08 THICKENED EDGE FO 9 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMULd SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE': 3/4" =1'-0" SCALE: 3/4" =1'-0" F' SCALE: 3l4" =1'-0" ? /1 c~n �/�� SEE ELEVATION ❑ Q LDZ _ LL �" W s FILLED CELL WOOD POST SEE r FLOOR PLAN FOR SIZE I V I O o w � 4" AND BASE CONNECTION GARAGE TOP COURSE TO BE 0 ` J TOP VIEW @CORNER — CHAIR BLOCKS. ENTIRE J BASE TO BE FILLED _ = O W SOLID I I _ zz GARAGE WALL CMU BASE w/ (1) #5 i ® I Q U09 di VERTICAL @ EACH z LU CORNER. SEE FLR. O z Zslug� 3-1/2" CONC, SLAB w/ DRIVEWAY BY PLAN FOR BASE I I ¢ Q W BUILDER- ❑ I— Z 0 u FIBERMESH REINF. OVER SIZE w 6 MIL VAPOR BARRIER CONCRETE OR I I J 0 I— O 411 PAVERS SEE FOUNDATION I I w V F- 0 FOR PAD SIZE Q W CONC. SLAB OR PAVERS PER PLAN I I Z — - W (n 1 � O CLEAN COMPACTED $" x 8' THICKENED FILL @ 95 /o STD. EDGE w/ (1) #5 a°. ;. ° d . �n Z DENSITY CONT. ° ° a n ° ° ° Q ° n d a. O F13 THICKENED EDGE F15 FRONT BASE NOT USED z GARAGE DOOR SCALE: 3/4"=1'-0" COLUMN DETAIL SCALE: 3/4"=1'-0" O z a� zwO WUj p� LL Y M 0 8 CMU - 8" C.M.U. FINISH W F_ 0 3-1/2" CONC. SLAB FINISH PER PER ELEV. PVC OR SCH40 z 2 V) w ELEV. TOP (2) #5 x 4'-0' TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 w/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE F w W m CENTERED AT PIPE SLEEVE CENTERED AT PIPEZ SLEEVE LU I— Z Z REINF. OVER 6 MIL FINISH FLOOR PENETRATION VAPOR BARRIER PENETRATION p V 0 V PENETRATING PENETRATING d a d a W W Z 0 PIPE PIPE a. 4 a Q Q= GRADE °. n � MLOOP TIE (TYP.) 4 - — • ° - d CLEAN _ 1,—� i- • = I -.---I - I I Et COMPACTED D M + FILL—M T_ T Z — STRUCTURAL ENG: CFG /BED I —D— _— —_ 'd : 4°— I I Q 00 _ — — ° " �• � DRAFTING: PVC SLEEVE MIN.-- I I)_� FOOTING FOOTING PER III-1_ I �_� i'i_ I — _ _I _ I z DIAMETER TO BE 2 ' III—I f I—III- PER PLAN PLAN I I i SEE FDN PLAN 1 ....I -� I—I --__I III w _— sTRucT: BM PVC SLEEVE I- III-=�aR _-_ — SEE FDN. ❑ PIPE SIZES LARGER —', I`"""� THAN THE I I I I I I I I ( PLAN FOR I I- avuU,� w QC CHECK: TL /SIDE VIEW (FRONT VIEW SIZE &REINF. JOB No TM - 2150450 PENETRATING PIPE C � C SAN„r ',"�4;rR1�) = SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND a .o �� ~ DATE: 04/28/15 F14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4” =1'-0" "- SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. R. 2x6xl2 P.T.-_ OF OPENING CENTER BUCK 4 I 1 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2x6 P.T. BUCK EACH SIDE OF OPENING e PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) D02 GARAGE DOOR BUCK DETAIL SCALE: 3/4" =1'-0" THREADED ROD PER PLAN MIN. 6" FROM END OF CMU REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE 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 - I - 1 i1 [I 11! !. I__ 12 (TYP) SEE ELEV' INA EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED. 2x BLOCKING 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EACH END �\ TOP KNOCK OUT COURSE w/ (1) #5 CONT. CMU 1 KNEEWALL ABOVE D03 BEARING/SHEAR WALL TO CMU WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" PRECAST LINTEL, TYP. MIN. 2 TAPCON ANCHORS PER NOTE: CUT BACK 2X8 P.T. @ RECESS WHEN REQ'D TOP TO ALLOW CONT. 2X4 MASONRY WALL BLOCKING AROUND CURVE. SEE PLAN 2X8 — 2X8 W/ (2) 16d TOE NAIILS EA. END 2X4 SPF CONT PRE-ENGINEERED WOOD TRUSSES @ 24" O/C r — UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" O/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN II II CZ R MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL SCALE: 3/4" =1'-0" (2) 2x TOP PLATE (2) 2x PT BUCK _.. w/ 1/2" O.S.B. BI TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO OSB w/(2) - Lzz TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK 1 OR 3 1/2" EMBEDMENT FOR SOLID J BLOCK. MAX. 6" FROM TOP AND BOTTOM PT BASE PLATE (3) 16d COMMON NAILS (TYP.) HEADER PER LOCATION 2x w/ (2) 16d TOE NAILS IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FOI FASTEN PT 2x NAILER TO MAIr SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE I (2) 2x TOP PLATE ATTACHMENT REQUIREMENTS 2x4 SPF #2 KNEE WALLS TAPCONS WITH STUDS @ 16" O.C. # ROWS W STRUCTURAL (2) 2x #2 SYP 3/16" X 3" SHEATHING ON BOTH SEE PLAN FOR 1 SIDES FROM TOP OF I BEAM SIZE 3/16" X 3" WALL TO BOTTOM OF 2 BEAM. ATTACHED PER BUILDER FRAME 3/16" X 3" NAILING SCHEDULE RADIUS AS REQ'D 2 OTHERWISE SP2 CLIPS I AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED F0 KNEEWALL AT ENTRY ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 DA 2x BUCK DETAIL SCALE: 1/2" =1'-0" ROOF SHEATHING -SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES VALLEY FRAMING FRAMING DETAILS FORDTL. ADDITONAL INFORMATION GLUED AND NAILED AT 6" O.C. SCALE: 3/4" =1'-0" VTEL SMA i nnvv PER PLAN CLIP EACH TRUSS STRUCTURAL SHEATHING SEE ROOF PLAN Q FOR TYPE CLIP EACH TRUSS -SEE ROOF PLAN FOR TYPE FRAME OUT TO FRAME OUT TO BLOCK EDGE BLOCK EDGE AS REQ'D a z (2) 2x TOP PLATE (2) 2x #2 SYP I (2) 2x #2 SYP w z SEE PLAN FOR SEE PLAN FOR BEAM SIZE W 0 BEAM SIZE I 2x4 SPF #2 KNEE WALL 2x4 SPF #2 KNEE WALL I O 2x PLATE 2 I ITT STUDS @ 16" O.C. w/ STRUCTURAL U � WITH STUDS @ 16" O.C. I 2x PT BOTTOM O w/ STRUCTURAL PLATE I SHEATHING FROM TOP z U SHEATHING ON BOTH I I OF WALL TO BOTTOM OF 0 U) SIDES FROM TOP OF I WALL. ATTACHED PER PRECAST NAILING SCHEDULE m WALL TO BOTTOM OF I LINTEL OR OTHERWISE SP2 CLIPS 0 BEAM. ATTACHED PER AT TOP AND SP1 CLIPS NAILING SCHEDULE I COURSEOUT 0 AT BASE ARE REQUIRED 1/2"x8" ANCHOR BOLT LL MASONRY OR TITEN HD @ 32" O.C. o BUILDER FRAME WALL & 6" FROM EACH END RADIUS AS REQ'D N >w W KNEEWALL AT ENTRYKNEEWALL AT ENTRY UFO "FO O SCALE: 3/4" =1'4" SCALE: 3/4" =1'-0" I w z 11111111111/ LLI r 't �1 o•eeeeee•® �i N PROVIDE STANDARD HOOK \�• z (1) #5 IN TIE BEAM-- z .... 0 �. p ®...� cti.a X V NOTES: NAIL SCAB TO TOP CHORD - LL ° J WITH (4) 0.131" x 3 1/4" NAILS nL _ w �:� 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM J�' \`' e.• '� �.� ee a — ��.1 0 TO 2010 FBC- R ADD 2x4 VERTICAL SCAB IN I > ��i®® ®®®�►�i' e•� ®®'>' J � 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND EACH TRUSS IF NO WEB IS P"�� ® U PRESENT INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY ®®II•,i,111111® ` II (1) #5 BAR IN PRECAST LINTEL W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF w BUCK (3) 0.131" x 3 1/4" NAILS TYPICAL (2) #5's VERTICAL IN AT EACH TRUSSw GROUT FILLED CELL 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT 2x4 'X' BRACE ACROSS LENGTH �I I O IN z O O NAILS OR EQUIVALENT, '�TRUCTURAL \ a OF SHEARWALL > 5 VERTICAL CONNECTION OF WINDOW TO STRUCTURE BY II GROUT FILLED CELL (IF ng 0 w OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w Q''OIr.. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE (3) 0.131" x 3 1/4" TOE NAILS I ENTIRE COLUMN TO cli C o ADDED TO EXISTING 2x BUCKED OPENING, USEII I BE GROUT FILLED 2x4 BLOCKING BETWEENLU (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @EACH SUCCESSIVE BUCK TRUSSES TOENAILED TO SEE PLAN a ., DOUBLE TOP PLATE WITH = ^ .o O 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4 NAILS @ 4 O.C. THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN - �r I - —'-' '� L'- Q TRUSS (AS NOTED) O REQUIREMENTS (FASTENING) ARE MET IIII��C U , DBL TOP PLATE z 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO NOTE: ALL HOOKS AND SPLICES TO BE O 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW FRAMED WALL CONSTRUCTED AND SIZED PER NOTES (nQ® TO 2x PER WINDOW MANUFACTURER'S SPECS Z C?' O (2) LAYERS OF 3/4" CDX PLYWOOD GLUED AND NAILED AT 6" O.C. STAGGERED (TYP. ARCHED RAFTER) NOTE: PRE -ENG. COMMON TRUSSES MAY BE ,;r "' ;"" °� „�/T USED ILO. CURVED TRUSS' HEADER (SEE PLAN) SEE FRONT ELEVATION ,i'�� FOR WINDOW TYPE t6DO1 VERTICAL REINFORCING W �C00 W01 CONNECTION OF PERP. DETAIL SCALE: 3/4"=1'-0" SHEARWALL TO TRUSS SCALE: 3/4"= -0" ROOF SHINGLES: ROOF TILES: L 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES C CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) C 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING 26 GA. GALV. FLASHING: C 1. G-90 GALV. COATING 2. MEETS ASTM A527 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER F 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT L HURRICANE ANCHOR AT EACH BLOCKING ATTACH TO EACH END (--`..�-".' �� NOTE: ROOF SHEATHING MUST TRUSS (REFER TO ROOF PLAN) a BLOCKING OSB A 2 8d NAILS 8d EACH END EA, O.S.B. , �; O 2X STUDS @ 16" O.C. FOR KNEE WALL O 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, r / BE APPLIED AND FASTENED TO C BLOCKING ATTACH H4 OR H5 AT EACH END BASE TRUSS PER PLANS BEFORE ELEVATION VARIES C 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO r , f,�/ PRE ENGINEERED ROOF DORMER FRAMING IS INSTALLED. O LSTA18 @ 32" O.C. STUD TO PRE -ENG _ TOP A MASONRY 2 6d NAILS Ccs 16 O.C. TO 8d NAILS )) (T TRUSS/RAFTER ,, ;, f, , TRUSS BELOW TRUSS SLIT ROOF SHEATHING FOR - SIDE & TO NAILER END VIEW dSEACH�ND (TYPICAL) �� r, o, a , ,J 7/16" OSB EACH SIDE, r �'.� � � , STRAP ALUM. DRIP EDGE � ©, , PRE -ENG. WD L1 w/ 6d NAILS ((qq�� 16" O.C. `' ,� �" ^ ,' , � 2X4 WD STUD CRIPPLE 2X BUCKS, SEE TO SIDE & TCSP NAILER , ✓ i , , TRUSS; 24" O.C. AT 16 O.C. c� CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA MD04FOR MORE INFO. s 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF '% ;�'' �/ PLAN R-30 INSULATION a DECK SEE DETAIL BELOW VENTED ALUM. SOFFIT FOR FASTENING SPECS ° DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL � EACH END TO TOP CHORDS OF VC TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER < DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C BELOW AND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM O.G. CONT. GROUT SOLID ; WOOD FRAME &CMU SCALE: 1/2"=1'-0" PLATE CONN. DETAIL SCALE: 3/4"=1'-0" F PRECAST CONC. OR POWERS REFER TO ELEV. w STEEL SILL TYP. @ ALL FOR OVERHANG of C WINDOWS WINDOW PER > F IF A/C IS SUSPENDED FROM TOP PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN, CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING _ FLOOR PLAN CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. ''`--- __ TEXTURED ATTACHMENTS SUPPLIED BY A/C 12 " GALVANIZED FLASHING PER MANUFACTURER'S' 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, (1) SPH4 EVERY OTHER STUD COMPANY SE C SPEC.'S PLAN " " STANDARD TRUSS BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON F BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIESLI FURRING @ 24" O.C. TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" y, °I OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT � VERT REINF. BEYOND OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING SHOWN FOR CLARITY L CONIC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION o MAX. PROVIDE (4) 10d NAILSI— — — — — — — — — — -- 2x4 #2 SYP CROSS PLAN FOR MORE L TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN I I BRACING (AT 45°) W/ INFO MAIN FLOOR NAILS TO TOP CHORD+ TOP AND BOTTOM MIN (3) 12d NAILS TO RAT (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE — . .. ELEV 0'-0" I I (4) 16d COMMONS NAILED @EACH END LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE LAP W/ (2) 16d NAILS MAX 48" MAX 48" ++ TO EACH TRUSS. TYP DISPOSAL ISAL BY A/C GALV. FLASHING PLSUPPLIER F EACH SIDE CONNECTION TO BE (—� ----------1,t. L + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED I— — — �. _ _... — — — — _. SUPPLIED BY A/C I I- _� fin 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMMONS END NAILED TO + COMPANY I I`wFF [ VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1 + FOR FTG DETAILS F , BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH CM01 CHIMNEY PRE-ENGINEERED TRUSS T1301 A/C IN TRUSS END 4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. J i W W Ac z� J � � U) ... 0 • W Uj z z�� i H W 0 F- H i1 v W J w i V � O 11 Q � ZW~O O_j J _ WLLF 0E --O Uj I-- X Z W j Z OC _ -0 aa= _ Cr STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: BM QC CHECK TL .-.._ _....---------- --- JOB - JOB No. TM - 2150450 SCALE AS INDICATED DATE: 04/28/15 SD2 D A B A ROOF SHINGLES: ROOF TILES: L 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES C CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) C 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING 26 GA. GALV. FLASHING: C 1. G-90 GALV. COATING 2. MEETS ASTM A527 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER F 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT L HURRICANE ANCHOR AT EACH BLOCKING ATTACH TO EACH END (--`..�-".' �� NOTE: ROOF SHEATHING MUST TRUSS (REFER TO ROOF PLAN) a BLOCKING OSB A 2 8d NAILS 8d EACH END EA, O.S.B. , �; O 2X STUDS @ 16" O.C. FOR KNEE WALL O 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, r / BE APPLIED AND FASTENED TO C BLOCKING ATTACH H4 OR H5 AT EACH END BASE TRUSS PER PLANS BEFORE ELEVATION VARIES C 7/16" OSB EA. SIDE, W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO r , f,�/ PRE ENGINEERED ROOF DORMER FRAMING IS INSTALLED. O LSTA18 @ 32" O.C. STUD TO PRE -ENG _ TOP A MASONRY 2 6d NAILS Ccs 16 O.C. TO 8d NAILS )) (T TRUSS/RAFTER ,, ;, f, , TRUSS BELOW TRUSS SLIT ROOF SHEATHING FOR - SIDE & TO NAILER END VIEW dSEACH�ND (TYPICAL) �� r, o, a , ,J 7/16" OSB EACH SIDE, r �'.� � � , STRAP ALUM. DRIP EDGE � ©, , PRE -ENG. WD L1 w/ 6d NAILS ((qq�� 16" O.C. `' ,� �" ^ ,' , � 2X4 WD STUD CRIPPLE 2X BUCKS, SEE TO SIDE & TCSP NAILER , ✓ i , , TRUSS; 24" O.C. AT 16 O.C. c� CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA MD04FOR MORE INFO. s 2x BUCKS, END VIEW 2x4 PLATES OVER ROOF '% ;�'' �/ PLAN R-30 INSULATION a DECK SEE DETAIL BELOW VENTED ALUM. SOFFIT FOR FASTENING SPECS ° DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL � EACH END TO TOP CHORDS OF VC TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER < DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C BELOW AND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM O.G. CONT. GROUT SOLID ; WOOD FRAME &CMU SCALE: 1/2"=1'-0" PLATE CONN. DETAIL SCALE: 3/4"=1'-0" F PRECAST CONC. OR POWERS REFER TO ELEV. w STEEL SILL TYP. @ ALL FOR OVERHANG of C WINDOWS WINDOW PER > F IF A/C IS SUSPENDED FROM TOP PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN, CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING _ FLOOR PLAN CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. ''`--- __ TEXTURED ATTACHMENTS SUPPLIED BY A/C 12 " GALVANIZED FLASHING PER MANUFACTURER'S' 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, (1) SPH4 EVERY OTHER STUD COMPANY SE C SPEC.'S PLAN " " STANDARD TRUSS BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON F BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIESLI FURRING @ 24" O.C. TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" y, °I OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT � VERT REINF. BEYOND OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING SHOWN FOR CLARITY L CONIC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION o MAX. PROVIDE (4) 10d NAILSI— — — — — — — — — — -- 2x4 #2 SYP CROSS PLAN FOR MORE L TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN I I BRACING (AT 45°) W/ INFO MAIN FLOOR NAILS TO TOP CHORD+ TOP AND BOTTOM MIN (3) 12d NAILS TO RAT (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE — . .. ELEV 0'-0" I I (4) 16d COMMONS NAILED @EACH END LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE LAP W/ (2) 16d NAILS MAX 48" MAX 48" ++ TO EACH TRUSS. TYP DISPOSAL ISAL BY A/C GALV. FLASHING PLSUPPLIER F EACH SIDE CONNECTION TO BE (—� ----------1,t. L + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED I— — — �. _ _... — — — — _. SUPPLIED BY A/C I I- _� fin 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMMONS END NAILED TO + COMPANY I I`wFF [ VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1 + FOR FTG DETAILS F , BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH CM01 CHIMNEY PRE-ENGINEERED TRUSS T1301 A/C IN TRUSS END 4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. J i W W Ac z� J � � U) ... 0 • W Uj z z�� i H W 0 F- H i1 v W J w i V � O 11 Q � ZW~O O_j J _ WLLF 0E --O Uj I-- X Z W j Z OC _ -0 aa= _ Cr STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: BM QC CHECK TL .-.._ _....---------- --- JOB - JOB No. TM - 2150450 SCALE AS INDICATED DATE: 04/28/15 SD2 SIN DIA BES PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 161 NAILS GABLI TRUSS TO PLT.@12" 0. MAX. CMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. SIMPSON HGA-10 H @ 48" O.C. OSB NOT REQUIRED TO GABLE END SHEATHING BE CONT. @ THE SHEATHING SPAN TO BE 2'-0" MAX.) END OSB NOT REQUIRED TRANSITION FROM TOP FASTEN PER PLAN. TO BE CONT. @THE PLT. TO GABLE TRUSS PROVIDE 2x4 BRACE TO TRANSITION FROM 14'-01' < H G18'-8" BEAM TO GABLE EA. ADJ. DIAGONAL FASTEN TRUSS SPLICE AS REQ'D. DBL. 2x4 TOP PLT. TO DIAGONAL w/(2) 16d BEAM PER PLAN TOENAILED @ EACH END.AT 24" O.C. FASTEN SIDE WALL NAILS. SHEATHING PER PROVIDE 2X BLOCKING FOR PLAN. W BEAM CONNECTION SIMPSON H10A DIAGONAL TO TOP PLT., FRAME WALL CONNECTION SIMP60N A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. A35 DIAGONAL TO 6" EMBED) MIN. 6" TRUSS BOT. CHORD FROM EACH END AND 32" O.C. MAX. I HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION 2X TOP PATE TO GABLE END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 1 GABLE END @ FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR CONNECTION DETAIL SCALE: 3/4"=1'-0" FOR ADDITIONAL INFO AS REQ'D REFER TO PLANS FOR EXACT SIZE OF O.H. 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. 0 el -4" MAX. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6.. O.C. _-- CONT. 2X4 SIMPSON H10A DIAGONAL TO (5) 16d NAILS BRACE TO BLOCKING 2X4'S @ 24" O.C. BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE END @ FLAT CEILING w/ BOSTON HIP SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propert H 2X4 BLOCKING@EA. OUTLOOKER (ROOF GABLE END SHEATHING \ /LU SHEATHING SPAN TO BE 2'-0" MAX.) END 1) FASTEN PER PLAN. NAIL W/(2)16d NAILS EA. END PROVIDE 2x4 BRACE TO 2x4 BLOCKING (2) 12d NAILS, 14'-01' < H G18'-8" PER PLAN EA. ADJ. DIAGONAL FASTEN (2)16d NAILS PLT, TO STUD TOP & SPLICE AS REQ'D. 2'-0" MAX. TO DIAGONAL w/(2) 16d PLAN ATTACH PER TOENAILED @ EACH END.AT 24" O.C. SIMPSON H-10(TYP.) NAILS. W PROVIDE 2X BLOCKING FOR 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 W � NAILING v GABLE BRACING@ 48" BELOW PRE ENG. TRUSS W/(2)16d NILS TO TRUSS O.C. MAX. 45° FROM DBL. 2X8 _ n 2X FACIA, END NAIL HORIZONTAL (+/- 10°) 11 FRAMING (OR PRE-ENGINEERED VALLEY TOP PLT. BRACE NOT REQUIRED 6' W/(2)16d NAILS@EA. FROM EAVES. OUTLOOKER 2x4 SYP #2 BLOCKING, @ 24" O.C. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE END @ FLAT CEILING w/ BOSTON HIP SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propert VAULTED CEILING SCALE: 3/4" =1'-0" 2X4 ATTACHED TO EA. GABLE H 2X4 BLOCKING@EA. OUTLOOKER (ROOF 2x4 OUTLOOKERS \ /LU SHEATHING SPAN TO BE 2'-0" MAX.) END RAFTER TO OPPOSITE SIDE 7'-0" < H ::rz 9'-4" NAIL W/(2)16d NAILS EA. END @ 24"o.c. MAX. 2x4 BLOCKING (2) 12d NAILS, 14'-01' < H G18'-8" PER PLAN - (2)16d NAILS PLT, TO STUD TOP & SHEATHING PER 2'-0" MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) PLAN ATTACH PER TOENAILED @ EACH END.AT 24" O.C. SIMPSON H-10(TYP.) NAILING SCHEDULE W y 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 W � END NAILq OUTLOOKER v JQ' BELOW c° W/(2)16d NILS TO TRUSS � DBL. 2X8 _ n 2X FACIA, END NAIL 11 FRAMING (OR PRE-ENGINEERED VALLEY TOP PLT. W/(2)16d NAILS@EA. 2x4 #2 SYP P.T. BLOCKING @ OUTLOOKER 2x4 SYP #2 BLOCKING, @ 24" O.C. rCF01 FIELD FRAMED ,,. ®°� HOLD WALL DOWN 3-1/2" PRE -ENG. ROOF TRUSS 2X8's@16" O.G. FOR OUTLOOKERS � ,�� •Nara° � / •+"'� °•+° �/ 'moi (TYP.) BRACE TO LEDGER DTC CLIP, (2) 8d NAILS. : SHEATHING PER PLAN W V-9" MAX. WALL SHEATHING PER PLAN ATTACH PER NAILING AY 2X4 BLOCKING OVER THE i\1 G?p cra �a ... < SCHEDULE 2X4 LEDGER w/ (2) 10d NAILS LINTEL PER PLAN d J NAILS INTO TOP Q TEXTURED CEMTITUOUS : � - '� p FINISH, 7/8" MIN. THK. @EACH WEB EACH TRUSS�� PATE Z s 1/2" x 8" J -BOLT @ 32" O.C. AND LU STD CONDITION FRAME WALL :– DTC CLIP, (2) 8d NAILS INTO CMU WALL Z z 6" FROM EACH END w/ NUT & 1/2" GYP. BOARD W O WASHER CEILING NAILER o w EXTERIOR SHEATHING. Cl) X AS REQ'D. ;o aa= OR LINTEL SEE '' SIMPSON META16 CMU WALL BELOW w ATTACH PER PAN FROM O MSTAM-24 TYP. EACH SIDE OF EACH 1/2" GYP. BOARD ON PT. FURRING �.:.` r �. STUD. REFER TO WALL SPLICE J TOP OF WALL TO BOTTOM p DETAIL FOR FLASHING REQUIREMENTS (MSTA M -12's MAY D. CONTACT EOR CONDITION IS REQUIRED. 0 C) BE USED AT ENDS WHERE HEIGHT IS 0 - LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM MASONRY WALL 2x8 #2 SYP PT. BASE PATE W/ 0 BOLT OR • VAULTED CEILING SCALE: 3/4" =1'-0" 2X4 ATTACHED TO EA. GABLE 0 ATTACH 2x6 RAFTER TO 2x8m RIDGE BOARD WITH A35 ON o I w ONE SIDE OF RAFTER W H LAO GE ROOF SHEATHING \ /LU BOARD RAFTER TO OPPOSITE SIDE 7'-0" < H ::rz 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) (AS SHOWN) 2x4 BLOCKING (2) 12d NAILS, 14'-01' < H G18'-8" PER PLAN - PLATE THRU O.S.B SHEATHING DTC CLIP, (2) 8d NAL INTO UQ wbw (THICKNESS PER PLAN) TO TOENAILED @ EACH END.AT 24" O.C. F_ PRE-ENGINEERED TRUSS BELOW WITH W y 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 W � PLATE TO TOP CHORD OF EACH TRUSS v JQ' BELOW BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR � _ FASTEN CONVENTIONAL 2x VALLEY RAFTER 11 FRAMING (OR PRE-ENGINEERED VALLEY Q TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. rCF01 FIELD FRAMED ,,. ®°� 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS W w/(2) 12d END NAILS @ EACH END. TRUSS PER PAN � ,�� •Nara° � / •+"'� °•+° �/ 'moi @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS. : LL W WALL SHEATHING PER PLAN INTO BLOCKING, (4) 8d AY 2X4 BLOCKING OVER THE i\1 G?p cra �a ... < C) J 2X4 LEDGER w/ (2) 10d NAILS LINTEL PER PLAN d J NAILS INTO TOP Q �� : � - '� p TRUSS TRUSS @EACH WEB EACH TRUSS�� PATE Z s Q LU STD CONDITION FRAME WALL :– DTC CLIP, (2) 8d NAILS INTO CMU WALL Z z DOUBLE TOP PATE W O Z � BLOCKING, (2) 1/4"x 2 3/4" MASONRY WALL TAPCONS IN CMU. OR o w EXTERIOR SHEATHING. Cl) X Z ;o aa= OR LINTEL SEE '' SIMPSON META16 w ATTACH PER PAN FROM O JF06 NON–BEARING WALL CLIP DETAIL PAN J TOP OF WALL TO BOTTOM p 1— D. CONTACT EOR CONDITION IS REQUIRED. 0 C) 2x8 #2 SPF STUDS AT 16" O.C. OU 0 - DRAFTING: SCALE: 3/4" = 1'-0" STD CONDITION @ CMU MASONRY WALL 2x8 #2 SYP PT. BASE PATE W/ 0 BOLT OR • 1r , OR LINTEL SEE 1/2"x8" ANCHOR TITEN SCALE: AS INDICATED PAN . HD @ 32" O.C. & 6" FROM EACH W 04/28/15 SD3 END C) t, ° m o 2 O 0 _ O \ 2x6 COLLAR TIE HALF WAY UP VAULTED CONDITION @ CMU o HEIGHT OF VALLEY. FASTEN w/ (5) SIMPSON DTC, (2) 8d NAILS z L \ • • INTO BLOCKING, (4) 8d NAILS > a ' c) Q® TO TOP PLATE o 0 ATTACH 2x6 RAFTER TO 2x8m RIDGE BOARD WITH A35 ON o I w ONE SIDE OF RAFTER W H LAO GE N \ /LU BOARD RAFTER TO OPPOSITE SIDE 7'-0" < H ::rz 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) (AS SHOWN) STRONGBACK W/ (1) 2X4 BRACE 14'-01' < H G18'-8" FASTEN SYP OR SPF 2X6 (MIN. WIDTH) - PLATE THRU O.S.B SHEATHING DTC CLIP, (2) 8d NAL INTO UQ wbw (THICKNESS PER PLAN) TO � F_ PRE-ENGINEERED TRUSS BELOW WITH Z y 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 W � PLATE TO TOP CHORD OF EACH TRUSS v JQ' BELOW BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. OR � _ FASTEN CONVENTIONAL 2x VALLEY RAFTER 11 FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT TRUSS TRUSS SIMPSON META16 2x4 SYP #2 BLOCKING, @ 24" O.C. rCF01 FIELD FRAMED ,,. ®°� r�1111.11111A��' �ti��®�� W a- W w/(2) 12d END NAILS @ EACH END. TRUSS PER PAN � ,�� •Nara° � / •+"'� °•+° �/ 'moi - W N v W : LL W WALL SHEATHING PER PLAN 77" T�..,� AY 2X4 BLOCKING OVER THE i\1 G?p cra �a ... < C) J LINTEL PER PLAN d TOP OF THE BOTTOM CHORD. ATTACH w/ (2) 10d NAILS @ �� : � - '� p 2x WALL, SEE PLAN ;a EACH TRUSS�� s Q LU STD CONDITION FRAME WALL BEARING CONDITION CMU WALL W O Z � 2 ;o aa= JF06 NON–BEARING WALL CLIP DETAIL CONTRACTOR TOFI J ;\ \\ D. CONTACT EOR CONDITION IS REQUIRED. 0 C) ENG: CFG / BED DRAFTING: SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D QC CHECK: TL • 1r , JOB No. TM - 2150450 Q SCALE: AS INDICATED DATE: 04/28/15 SD3 t, ° o 2 O _ O \ 2x6 COLLAR TIE HALF WAY UP tf Iill� 11 U HEIGHT OF VALLEY. FASTEN w/ (5) z y \ • • 10d COMMON NAILS @ EACH END` (TYP.) > ' c) Q® 0 ATTACH 2x6 RAFTER TO 2x8m RIDGE BOARD WITH A35 ON o I w ONE SIDE OF RAFTER W 45" ; '\— GABLE END SHEATHIN t�4 ) FASTEN PER P AN, NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE BOTTOM IF HEADER 1S NOT FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED * WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED 12" O C FOR 2 10 OR GABLE BRACING CHART H LAO GE ATTACH A35 ON ADJACENT I NO BRACE REQUIRED BOARD RAFTER TO OPPOSITE SIDE 7'-0" < H ::rz 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) (AS SHOWN) STRONGBACK W/ (1) 2X4 BRACE 14'-01' < H G18'-8" FASTEN SYP OR SPF 2X6 (MIN. WIDTH) - PLATE THRU O.S.B SHEATHING L.L UQ wbw (THICKNESS PER PLAN) TO w F_ PRE-ENGINEERED TRUSS BELOW WITH Z y 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 W � PLATE TO TOP CHORD OF EACH TRUSS v JQ' BELOW U Z 2x6's @ 24" O.C. MAX. _ FASTEN CONVENTIONAL 2x VALLEY RAFTER 11 FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION C rCF01 FIELD FRAMED VALLEY DETAIL SCALE: 3/4"=1'-0" W 45" ; '\— GABLE END SHEATHIN t�4 ) FASTEN PER P AN, NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE BOTTOM IF HEADER 1S NOT FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED * WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR LESS THAN 12" USE I 3 -ROWS 12d NAILS STAGGERED 12" O C FOR 2 10 OR GABLE BRACING CHART H GABLE BRACING ) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :�= 7'-0" (1) 2X4 BRACE 7'-0" < H ::rz 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H G14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-01' < H G18'-8" STRONGBACK W/ (2) 2X4 BRACE LSTA30 STRAPS AT EACH I @ x '�GREATER HEADER 2X4 BRACE IF STUD WRAPPED OVER REQUIRED SEE TOP PLATE & NAILED TO CHART. HEADER EACH SIDE w/ 10d COMMON. NAILS (11) 10d NAILS ( DOUBLE 2x SYP #2 w/ 1/2" @ 6 O.C. I FLITCH PLATE HEADER (U.N.O.), ATTACH JAMB STUDS I SEE HEADER SCHEDULE FOR PER WF08/SD4CONNECTION INFORMATION GABLE VERTICAL I I FILLING AND BLOCKING AS DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO STUD TYPICAL I HEADER w/ (2) ROWS OF 12d 2ND 2X4 BRACE IF (U.N.O.) @ 16" O.C. UNLESS NOTED x REQUIRED, SEE CHART I OTHERWISE 2x STUDS TYP. 1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING I HEADER (CENTERED Win TOP PLATE OR 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION ONLY @ BRG WALL LOCATIONS W/ UPLIFT 60 0 NOTE: PT BOTTOM PLATE ALL GABLE BRACING IS TO BE SYP#2 OR BETTER xFy�� I z '`86 19 (GE02 GABLE BRACING OF09 WALL HEADER DETAIL °F DETAIL SCALE: 3/4" =1'-0 SCALE: 1/2" =1'4" 5 '. V of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. i i I ii I i I II � ) i J — z ��$+ v U) ZOO > 0 8 L.L UQ wbw w F_ W J Z Z is o i H _ W � � C W v W U Z _ 0 v C ► U Z _ 0 11 C F— W OZ W y _ W J 0 11— Q 2 co R LU W O Z � 2 ;o aa= CL STRUCTURAL ENG: CFG / BED DRAFTING: -.. .. _ STRUCT: BM . QC CHECK: TL JOB No. TM - 2150450 SCALE: AS INDICATED DATE: 04/28/15 SD3 1 11 11 LL I 2x DBL TOP Uj 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" MIN.15/32' SHEATHING 0 O Q NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. 3/8"SHEATHING PER 2 PLATE BEYOND W_ z _ X 4'/z' SIMPSON SDS SCREWS @ 16' O.C. MAX. °- W s 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. PLAN W ATTACH TO GABLE END STUDS W/ (2) 1/'4" X 3h' p 0 [ CONNECTION PER PLAN SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ _ _ _ - - - - - - - - - - W = O NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS °I 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TT �I 7T IF �I LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. II 6 I I I I I I I I I ® NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS SPACING EXTERIOR WALL II I I I I II _ II II 0 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2° OR TRUSS III - _ -- - - - - - @ 3" O.C. - - 2X12 BOX HDR w/ 2x8's TOP & BOT., - WALL ° FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 III III I I II II II ® PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER W/ 8d Q SHEATHING q TO 2X12 AT WALL TO BE FASTENED TO III III I I I I I I I SPLICE, SEE -- COMMON NAILS @ 3 O.C. (2) ROWS @TOP &BOTTOM 1/2 PRECAST LINTEL w/ (2)ROWS STAGGERED ~ 12 2x4 SYP #2 OR PRE-ENGINEERED z ROOF TRUSSES @ 24" O.C. MAX. III OPENING III I I I I I I I SPLICE DETAIL. W W 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX, W SEE PLAN DESIGNED FOR SHINGLE ONLY III III I I 4 II II MAX 1/8" SPACE _ } MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE III 3 III I II II II BETWEEN � PLAN I I W Z ROOF SHEATHING ATTACHED PER PANELS _j W NOTE: i i Q NAILING SCHEDULE III TYP. III II II I(' II LL 00 EXTERIOR SHEATHING i O III AROUND III I II II 2x STUDS BEYOND, J 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT SIMPSON III OPENING III I II II I I SEE PLAN FOR 0 Q W RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT TRANSOM I U W STUD SLOPE AS REQ'D _ MORE INFO [- [- O AS NOTED ON PLANS. SHEATHING SPLICE WINDOWS SEE I CD H3 CLIP (4) 1 O NAILS FOR CONY. III III 11 11 11 11 W Z I Z (� FRAMED MEMBERS ONLY I- �I - W z - 2 BETWEEN EXTERIOR PLAN III I I I II I I I I II II II II U) ¢ W O SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING I p W 2X6 P.T. SYP. #2 CONT. w/ 2 J W • III I I I II I I II I I II LI 0 T O_ 0 STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS GYPSUM I O Z C) 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS _j V) cn m WALLBOARD 1/4 X 4 TAPCONS @ 16 O.C. m _L 1=1_ -I Ill �I_ - - _IL - �I 0 ,L REQUIRED BETWEEN STUDS. JOINT, MAX. SPACED EVENLY VERTICALLY ¢ PRE-ENGINEERED ROOF - - - - - - - - - - - 0 O N 2 LINTEL SEE p TRUSSES 24" O.C. MAX, 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ - - - - - O U 0 1/8" GAP PLAN • O (2) 1/4" X 4'/V SIMPSON SDS SCREWS @ 16" O.C. MAX. - - - - - FLOOR SYSTEM W -"--------- NAILING PER 4-0 MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/z" SCHEDULE PKT SGD U_ 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPECS o IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 1 Od NAILS @ o 3" O.C. TO 2x6 VERTICALS N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS Lu Lu> EACH END i- (SDO1 SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL rPS01 HEADER SECTION POCKET o SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0.. SGD W� TRANSOM SCALE: 3/4"=1'-0" z a d NOTES: ..... N Q y �1 .;JAAII �/,e �rx � d' 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ++ .•� '« U, �� W o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ++ ""� _` ` 0.. Z!_> z z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) W ® pp : J PIPE OR DUCT W/ PENETRATION PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE _�, PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING �', OC; � ex � Q OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. PER ETAIL SEE TRUSS PLAN 24" O.C.w/ 3 12d -' 0'`' 0 TO BLOCK OUT TOP PLATE @ ( ) FOR MORE INFO = �/.e PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3 O.C. ATTACH W/ 2 10d NAILS O.C. NAILS @ EA. END �'• co 15 e« '® � PSPN516Z W/ 12 16d NAILS TYP. O 2" EDGE 3' EDGE 5' EDGE ALONG w/ �� •eee® ., •eJO ( ) (SOLID BLOCK w/ 2x6) s ee•eee TOP & BOT. I 10d x 3" CONNECTORS tQ!�o®eLL „ 2x4 STUDS PER DOUBLE 2X4 TOP PLATE DOUBLE 10d @ 3 O.C. 10d x 3., t+++ ++ +®FRAMING PLAN tt11111 TOP SPLICE COMMON Z C740 2x8 #2 SPF VERTICAL @ w 24" O.C. w/ EXTERIOR p p p Z W z 4 a z 3' z z -' Q 2x4 #2 SYP P.T. EACH TRUSS w/ SHEATHING & (4} 12d I MSN w w w ¢ ¢ n NAILS EACH BRACING U C 5" 4 1/2" a w v> (4) 12d NAILS INTO TRUSS & (3) 12d @ ¢8 �LjjN 10d x 3" TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS Z 2x4 BEYOND AGAINST COMMON d @EACH VERTICAL 2x8 STUDS p, M'„ 1Odx3 O O cN 0 TRANSOM BETWEEN LINTELS � M y TOP SPLICE COMMON z z z W a o ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP z OPP. SIDE ¢ ¢ Q SLOPE AS REQ'D z W SEE PLAN FOR � O IL 1 Od x 3" LINTEL INFO ¢ o PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON V I I U) I I (n I I z _ .!2 EA. SIDE TYP. AT ALL ) DOUBLE 2X8 ¢ - - OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ 2 U EA. SIDE TYP. AT ALL q �t O • TOP PLATE a 1/4" x 3 1/2" TAPCONS @ 12 W g 'E EXTERIOR CONDITIONS EXTERIOR CONDITIONS N �- � -' 2X8 STUDS PER 10d x 3" ° O.C. SPACED EVENLY O,"�' m FRAMING PLAN COMMON cn m U BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD VERTICALLY z0 OVER sruD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6 � O (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d Q �+ 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS a TIP. BRG WALL TOP PLATE SPLICE () STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE ZX�S 4FO (WFO62x BUILT-UP STUD SCALE: 3/4" =1'-0" (3) or (4) 2x COLUMN PSO2 SECTION AT POCKET W COLUMDETAIL SCALE: 3/4" =1'-0" N SLIDER SCALE: 3/4" =1'-0" � VJ SEE ROOF SHEATHING, STRUCTURAL SHEATHING (2) 2x TOP PLATE p ' Z ATTACHED PER NAILING PLAN NAIL PER PLAN xxxx '� +, SCHEDULE DOUBLE TOP PLATE W In Lu 8 (2) 2x BUILT-UP COL. 0 SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d z 2X4 #2 SPF z � < SP2 @ EACH STUD z H 1 2x4 #2 SYP CONT. w/ (2) 16d � NAILS @EACH END BLOCKING @ COMMON NAILS EACH STUD OR 24" O.C.w/ (2) U Q TRUSS MEMBER, TYP. (MAX.24" W SIMPSON LSTA30 w/ 16d END NAILS F - PRE -ENGINEERED w (22) 10d NAILS (ALL CORNER - J O.C.). IF MASONRY, USE (2) 1/4" cn EACH END W TAPCONS w/ MIN, 2" ROOF TRUSS -SEE EXTERIOR SHEATHING CONDITIONS STRAP J 0 FRAMING PLAN FOR AROUND TALLER STUD) Z EMBEDMENT @ 24" O.C. SPACING NAIL PER PLAN O PRE-ENGINEERED ROOF TRUSS = TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR < MORE BRG. WALL INFO W w Q CONNECTIONxx U W z WOOD/MASONRY WALL OR TRUSS, 2X BRIG WALL, SEE PLAN I I x x Q Z _ O (2) 2x TOP PLATE 4 2X8 #2 SPF VERTICAL @ 24" O.C. p I- SEE PLAN FOR STUD SIZE & SPACING. W MIN (2) 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ ° TRUSS U.N.O. (4) 12d NAILS @ EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING I- ATTACHED PER NAILING U �.- LD02 LEDGER AT LOW ROOFFOR SCHEDULE END SIMPSON LSTA24 NFORORE a @ TOP & BOTTOM) 12d NAILS z W SCALE: 3/4" =1'-0" EACH STUD V U5 p = 2X BRIG WALL, SEE PLANZ[f 2x8 w/ (2) 1Od NAILS LU FOR STUD SIZE & SPACING. LINTEL SEE 4 a @ EACH VERTICAL a MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR w/ (2) ROWS OF 1 O NAILS 0 PLAN PKT SGD � PT POST (AS NOTED) CONNECTION STAGGERED @ 8" Q.C. BY BUILDER ENT z CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS 4F1 SECTION AT DOUBLE BEARING4F14WALL STEP BEARING (PS03 SECTION AT POCKET Z o NOT REQUIRED. EXTERIOR BEAM AS NOTED SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" U FRAME WALL SLIDER SCALE: 3/4" =1'-0" w Z 11 HTS20 CLIP FROM POST TO BEAM 3 O N LAP BEAM PLYS AND NAIL AS SHOWN Q a (5) 0.131 x 3 1/4" NAILS PER PLY Z L> 0 HTS20 CLIP FROM POST TO BEAM 2,0 2,0 H J L EXTERIOR BEAM AS NOTED <qp ROOF SHEATHING, FR�gA ROOF SHEATHING, O W W TRS FASTEN PER PLAN TR FASTEN PER PLAN F- 0 PLAN VIEW @ TOP OF POST Ss `'ss p 0 W 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE W 111- 0 1/i 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING z LU LEDGER LEDGER + + W L.. _ Z PROVIDE (4)10d x 3 PROVIDE (4)10d x 3" ++ p (� j V W NAILS AT JOINT NAILS AT JOINT D) W Z ABU POST 10d !NAILS @ 4" O.C. 10d NAILS @ 4 O.C.Q Q = BASE (AS NOTED) 2X6 FACIA 2X6 FACIA ° PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL U CL 5/8" THREADED ROD w/ °e o' PER PLAN PER PLAN MORE INFO AND p NUT SET IN ADHESIVE —SP4 TO EACH OVERHANG 24 O.C. w/ EXTERIOR o• CONNECTION SHEATHING ATTACHED H TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS STRUCTURAL ENG: CFG / BED PER PLAN TO LEDGER PER PLAN TO LEDGER PER NAILING SCHEDULE II -. r _ n & (4) 12d NAILS EACH Q DRAFTING q 1 SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) 4 TRUSS MEMBER Z PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN pO LINTEL SEE PLAN-STRUCT: BM 16d NAILS 16' O.C. W _ INFO 12" O.C. 0 QC CHECK. TL ...-_. PKT SGD ATTACHMENT 2x8 w/ (2) 1 Od NAILS @ ��i_�iN<� W2, JOB No. TM - 2150450 CONDITION @ CMU WALL CONDITION @ FRAME WALL BY BUILDER EACH VERTICAL SCALE: AS INDICATED SIDE VIEW @ BASE OF POST ~ DATE. 04/28/15 (CDO1 CORNER COLUMN FRAMING4F11 TRUSS SCAB DETAIL NOT USED (PS04 SECTION AT S.G.D. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0"3/4"=V-0" "�j D4 SCALE: 3/4" =1 �-0" T COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. z TOPPING INFO CL HANDRAIL BY OTHERS Wo SO GIRDER / COL. CONNECTION IL 3/4" PLYWOOD FLOOR 2 d FLOOR SCALE: 3/4" =1'-0" FUj ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: _ SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. (QJ n 3/4" SHEATHING _ 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. — 1. CONC. OR CLAY TILES CO) W W TYP. (U.N.O.) PRE-ENGINEERED ROOF A A SHEATHING PER PLAN 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS W 0 TO LEDGER TRUSS - SEE FRAMING PLAN 2x4 #2 SYP BLOCKING 3. MEETS UL R2453 PROGRAM 3. ATTACH PER NAILING ON 43# FELT(ASTM D 228 TYPE 1) PLAN EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN 4. @ 48" O.C. W/ (2) 12d 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN SCHEDULE 3/4" SHEATHING TYP. (2) SIMPSON LSTA18 WALL 2x4 BOTTOM PLATE MIN. THICKNESS 0.0187 IN. ATTACH PER NAILING SCHEDULE PRE-ENGINEERED ROOF � TRUSS - SEE FRAMING PLAN TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN (U. N. 0.) CHROMATE TREATMENT 2x BOTTOM PLATE W/ ON 6 MIL. VAPOR BARRIER I REFER TO FOUNDATION PLAN FOR FTG. INFORMATION FOR LOCATION & SPACING FLOOR W/ (14) 10d NAILS E. , PLAN FOR FLOOR U 11 SYSTEM 42 FLOOR ° (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO 2x4 #2 SYP ANGLE VERT. #5 IN FILLED CELL 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. TRUSSES @ 24" O.C. (2) SIMPSON META16 FLOOR NAILING TRUSS STRAP - SEE RIBBON BOARD WITH (2) AGAINST TRUSS 77 FLOOR TRUSS TO MASONRY WALL EXTERIOR SHEATHING FINISH Q MAX. FRAMING PLAN FOR DRAFTING: R-30 INSULATION SCHEDULE " _ =_ __ __ ROWS 8d NAILS @ 3" O.C. VERTICAL @ 48" O.C. CONNECTIONS ° TRUSS STRAP SEE ROOF • -- II= IL PRE -ENG FLOOR TRUSS OR MASONRY WALL ------ (4) 16d NAILS RIBBON ° ° PLAN STAGGER ROWS 1.5" TRUSS STRAP - SEE W/ (3) 12d NAILS EACH (3) 1/4"x4-1/2" SDS SCREWS JOB No. TM - 2150450 FIELD FRAME 2x4 KNEE WALL, ... PO SOEANN TOREATED .^ -•�---- FILL TRUSS PER ------ TO EACH TRUSS SIMPSO SCALE: AS INDICATED FRAMING PLAN FOR END VERTICALLY @ 24" O.C. AND @ o STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT BEARING ATTACH SHEATHING TO CONNECTIONS FROM T&B) SEE PLAN NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) \"-1/2" SYS. 42 FLOOR SEE WS10/SD5 FOR CONNECTOR SCHEDULE FOR EACH TRUSS MTS 12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN TRUSSES @ 24" SEE PLAN FOR SIZE ALUM. DRIP EDGE CONNECTION ==== SEE CONNECTOR DBL. TOP PLATE SEE PLAN FOR SIZE O.C. (MAX) STUDS 2x CONT. SUBFASCIA O.S.B. TO OVERLAP SILL SCHEDULE FOR �' ATTACH RIBBON TO AND REQ'D # OF HDR. PER PLAN PLATE 1 1/4" (MIN.) GYP. CLG. BD. ' CONNECTION EACH TRUSS w/ (4) STUDS 1/2" GYP. CLG BD OR • (2) 5/8" TYPE "X" WHEN °» ° 8d NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS IN GARAGE SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER —�� OR BLOCKING (PT IF MASONRY WALL SEE PLAN FOR MORE INFO PLATE RIGID INSUL. BETWEEN TEXTURED CEMTITUOUS BEARING DIRECTLY OR FRAME WALL MSTAM36 STRAP4' FINISH, MIN. 2X4 PT SILL PLT. IF KNEEWALL STRIPS ON ON MASONRY) SEE PLAN ES THICKNESS 8" CMU WALL BP.C.MF�URRING X/ (10)10d TO STUDS &SON 8) STRAP W/ (11) 10d TO NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. (2) 12d AT 12" O.C. 2-1/4" TITEN SCREWS TO Si 2 -STORY CONNECTION S1 2 -STORY CONNECTION 4si2 STORY WALL CONNECTION UINTELCOURSE. USE SIMPSON MSTCM60 @ CANTILEVER SCALE: 3/4" =1'-0" STRAP W/ (2 16d SINKERS & (14) 1/4" X 2-11// 4" TAPCONS FOR PERP. WALL SCALE: 3/4" =1'-0" PARALLEL WALL SCALE: 3/4" =1'-0" TRUSSES 20" TO 26" DEEP (IF TITENS ARE NOT IN LINTEL COURSE OR INTO FILLED CELL USE 1/4" X 1 3/4" TITENS) U.N.O. 2nd FLOOR WALL; SEE PLAN CONTRACTOR TO PROVIDE FOR MORE INFO. IF PROVIDE BLOCKING ADEQUATE WATERPROOFING. SHEATHING IS NOT BELOW JAMBS IF FLOOR NO CONCRTE SLAB PERMITTED CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO STRAPS FROM EA. STUD TO TRUSS SEE ARCH DWGS FOR z TOPPING INFO CL HANDRAIL BY OTHERS Wo SO GIRDER / COL. CONNECTION IL 3/4" PLYWOOD FLOOR 2 d FLOOR SCALE: 3/4" =1'-0" FUj ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: _ SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. (QJ n W in _ 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES CO) W W LOADING) W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF A A 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS W 0 TO LEDGER TRUSS - SEE FRAMING PLAN SEE PLAN FOR MORE w 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) PLAN FOR LOCATION & SPACING W �" 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN (2) SIMPSON LSTA18 W 5. MIN. THICKNESS 0.0187 IN. SHEATHING OR FIBER REINF. CONC. I STRAPS CENTERED @ 6. CHROMATE TREATMENT ON 6 MIL. VAPOR BARRIER I REFER TO FOUNDATION PLAN FOR FTG. INFORMATION PRE-ENGINEERED ROOF FLOOR W/ (14) 10d NAILS E. , PLAN FOR FLOOR U 11 SEE WS11/SD5 FOR SIM. END ° TRUSSES @ 24" O.C.CONDITION SYSTEM INFO. VERT. #5 IN FILLED CELL I 3-1/2" CONC. SLAB LAYOUT FOR (2) SIMPSON META16 TRUSS STRAP - SEE ° ANGER ----- FLOOR TRUSS TO MASONRY WALL EXTERIOR SHEATHING FINISH Q LINTEL PER PLAN FRAMING PLAN FOR DRAFTING: R-30 INSULATION �, .: d " _ =_ __ __ W/ TOP OF MASONRY I= CONNECTIONS ° TRUSS STRAP SEE ROOF • -- II= IL MASONRY WALL 2x12 #2 SYP CONT. LEDGER W/ STRUCT: BM -- ° ° PLAN D (3) 1/4"x4-1/2" SDS SCREWS JOB No. TM - 2150450 ... PO SOEANN TOREATED .^ -•�---- FILL TRUSS PER EQUALLY SPACED w "�m�,, 0. SCALE: AS INDICATED PLAN VERTICALLY @ 24" O.C. AND @ o EA. END VERTICAL (MIN. 2" BEARING FROM T&B) SEE PLAN \"-1/2" SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUMN CEILING GYP. BD. SEE PLAN FOR SIZE ALUM. DRIP EDGE AND REQ'D # OF DBL. TOP PLATE STUDS 2x CONT. SUBFASCIA HDR. PER PLAN ° VENTED ALUM. SOFFIT °» ° WINDOW AS SCHEDULED rBF 01 SECTION AT BALCONY »o MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4" = V-0" SEE PLAN FOR MORE INFO TEXTURED CEMTITUOUS FINISH, MIN. 1/2" GYP. BD. (1) SIMPSON LSTA30 \ ES THICKNESS 2x BOTTOM PLATE w/ STRAP W/ (11) 10d TO » MID -SPAN BLOCKING (2) 12d AT 12" O.C. ENGINEERED TRUSS UTN.OS ABOVE PLATE » (MAX SIMPSON ATHING 0' ANGLE) W/ (22) 10d SOLIDA��< sy @ HEADER NAILS. BEND STRAP OVER SFT SIMPSON SP4 w/ (6) 10d W TOP PLATE MIN, 3", THEN X 1 1/2" @ 24" O.C. I— RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE Q STUDS/ HEADER U.N.O. ON PLAN EXTERIOR SHEATHING FROM , ; (2) 2X HEADER - SEE 2ND TOP OF WALL TO BOT. RIBBON, " FLOOR PLAN FOR MIN. NAIL PER PLAN HEADER SIZE & REQ'D (2) 2X SILL AT WINDOW w/ 2x JAMB STUDS Q CRIPPLE STUDS AT EACH END ~ NAILED TO STUD PACK w/ 10d NAILS i�-- IF HEADER IS UPSET Q @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOE NAILS (1) 2x SILL PLATE w/ (2) W z PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. 1� 0 WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS W 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN O 4' BUT LESS THAN 6' '"' 4FT (1) 2x SILL PLATE w/ U DECKING PER FLOOR -'� (2) 10d TOENAILS. (D V NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN (4) 1/4" X 2 1/4" TITENS IF FLOOR "• 4FT (2) 2x SILL PLATE w/ 0 � FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, "" A35 CLIPS EACH SIDE w/ Z) FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON »» 2x CRIPPLES @ 16" O.C. m CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & " Q (14) 1/4" X 2 1/4" TITENS INSTEAD OF » w/ (2) 10d TOENAILS T&B p ER MSTA36 STRAP (IF TITENS ARE NOT IN (PLYWOOD SHEATHING LINTEL COURSE OR INTO FILLED CELL • • _j SEPARATE SHEATHING LL SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O."» o FOR MORE INFO UNDER WINDOW o »» SEE DETAIL WS11/SD5 N NOTE: FOR MORE INFO = W STRAPS CALLED OUT WITHIN THIS DETAIL ARE ONLY REQUIRED WHEN INDICATED AS SUCH ON �•. O THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONTINUOUS » • FROM TOP OF WALL TO BOTTOM OF FLOOR »» ®�l�I111Ii/l, W 04 SYSTEM AND WHEN 3 OR MORE WINDOWS ARE »» \ '! lleeer® p- o IN A ROW (ONLY JAMB STUDS BETWEEN 2X TOP &BOT. RIB NS, �, �o.�� r,r eW WINDOWS) CENTER WINDOWS MUST HAVE CONT. �. ° ••°t� �., w d LSTA30 STRAPS TOP AND BOTTOM AND EACH, "' ,Q- ;,.®® AL Q Z SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE — PROVIDE BLOCKING p "•� 0= U LOAD PLAN FOR MORE INFO BELOW JAMBS SO SO HEADER CONNECTION -•° a- a SCALE: 3/4" =1'-0" ®'* " +�®°° �a`w O 2nd FLOOR ��, W << Sy SIMPSON LSTA30 w/ (22) ° FFT 10d NAILS (MAY BE O O DOUBLE 2X TOP p ra•+�7 °` ANGLED UP TO 10') PLATE SOLID SHEATHING Q illi. EXTERIOR SHEATHING @ HEADER - e7CN M o FROM TOP OF WALL TO BOTTOM RIBBON SIMPSON SP4 w/ (6) w, _ ATACHED PER NAILING 10d x 1 1/2" @ 24" O.C. Q o O SCHEDULE EACH SIDE OF WINDOW LOCATION U (2) 2x SPF TOP PLATE C;yL,If 2 8d NAILS 3" O.C. TO Z U () @ Z JAMB STUDS & FLOOR O TRUSS BELOW (2) 2X HEADER -SEE 2ND O'��' FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS d m - 2X BOTTOM PLATE - DECKING PER DECKING PER FLOOR NAILING FLOOR NAILING U SCHEDULE SCHEDULE H - FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW FLOOR TRUSS SEE (n FRAMING PLAN FOR SILL /FRAME DOWN INFO Y. FRAMING PLAN FOR 0 Z CONNECTION INFO \ CONNECTION INFO_j 0) Z < 0 06 �� NOTE: HUj 0 <� 1 STRAPS CALLED OUT WITHIN THIS DETAIL ARE U Z ONLY REQUIRED WHEN INDICATED AS SUCH ON O 0F - THE STRUCTURAL PLANS OR WHEN THE SIMPSON LSTA30 w/ J U.N.O. FROM TOP OF WALL TO BOTTOM OFF OAB OR SYSTEM AND TO STUDS � ABOVVEE PLATE U.N.O. �STRUCTURAL SHEATHING IS NOT CONTINUOUS rn v R-11 BATT INSULATION 3/4" O.S.B. FASTEN PER PLAIN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB H • L� � STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST U ISI: FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR w 0 Q FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN Z W Zg� BEAM SEE PLAN 0 ♦ ^ 0 FLOOR SYSTEM DRAFT 4so GIRDER / COL. CONNECTION SO HEADER CONNECTION o� SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT REFER TO ROOF PLAN 2nd FLOOR HIGH BEAM SCALE: 3/4" =1'-0" U w N MORE INFO. MAX: DRAFT STOPPING FOR CONNECTIONS @a) 2nd FL. HIGH BM. SCALE: 3/4" =1'-0" @ UQ MATERIALS MIN THICKNESS Z W SHALL BE 1/2" GYP BOARD - = OR 15/32" OR 7116" OSB. Uj w BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH O W/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE SEE PLAN AND BOTTOM CHORDS i 10d NAILS 2 - PRE -ENG. FLOOR SYSTEM - STRAPSOCENTERED @ z LINTEL AS PER PLAN IF NO FLOOR SYSTEM INSTALL KNEEWALL & (4) 2X STUDS (3) 2X STUDS FLOOR W/ (14) 10d NAILS O PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ UNDER COLUMN ABOVE (2) 16d NAILS @ 6" O.C. p G SHEATHING PER PLAN ATTACH 2X STUDS Z WD: HD. HT. ATTACH PER NAILING W/ (2) 16d NAILS @ 6" SCHEDULE, O.C. w Z 11 SEE PLAN CONTINUOUS FROM �_ 0 70P OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A Z II.- � BOTTOM PLATE. a WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN - (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO S0 TYPICAL WALL SECTION 2 STORY CMU / FRAME SCALE: 3/4" = V COPYRIGHT MCD 2014: The information contained in this document is c 4so 2 -STORY COLUMN a@ GIRDER SCALE: 3/4" =1'-0 :opyrighted and is the exclusive property of MONTA CONSUL DATE: 04/28/15 4s, WALL TO FLOOR TRUSS 4SOSECTION CORNER FRAMING AT CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ACCOMODATE STRAP pW0 W in _ J 1/2" DIA. THREADED ROD WITHIN GIRDER CO) W W w H = Z A A 1 6" FROM COLUMN - 2X 2ND FLOOR STUDS W 0 SEE PLAN FOR MORE w 0 F- 0 THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 INFO. z PLAN S0 TYPICAL WALL SECTION 2 STORY CMU / FRAME SCALE: 3/4" = V COPYRIGHT MCD 2014: The information contained in this document is c 4so 2 -STORY COLUMN a@ GIRDER SCALE: 3/4" =1'-0 :opyrighted and is the exclusive property of MONTA CONSUL DATE: 04/28/15 4s, WALL TO FLOOR TRUSS 4SOSECTION CORNER FRAMING AT CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ACCOMODATE STRAP W in TEXTURED CEMTITUOUS WOOD BASE BOARDI - 1/2" DIA. THREADED ROD WITHIN GIRDER w H = Z FINISH, 1/2" MIN. - � '- 6" FROM COLUMN - TRUSS PER THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN W �" �■ p.s.i.) w/ 6x6 10/10 W.W.M. ' SECTION FOR MORE INFO (2) SIMPSON LSTA18 W _ 0 Q OR FIBER REINF. CONC. I STRAPS CENTERED @ SEE FLOOR FRAMING ON 6 MIL. VAPOR BARRIER I REFER TO FOUNDATION PLAN FOR FTG. INFORMATION FLOOR W/ (14) 10d NAILS E. , PLAN FOR FLOOR U 11 I SEE TRUSS SYSTEM INFO. VERT. #5 IN FILLED CELL I 3-1/2" CONC. SLAB LAYOUT FOR (2) SIMPSON META16 FIN. FLR. ,jk0'-0" ANGER ----- FLOOR TRUSS TO MASONRY WALL EXTERIOR SHEATHING FINISH Q STRUCTURAL ENG: CFG / BED DRAFTING: '�...` �, .: d " _ =_ __ __ W/ TOP OF MASONRY I= 00 �.• SEE SHEET SD1 FOR FTG DETAILS GRADE �, • -- II= IL MASONRY WALL ATTACHED PER W NAILING SCHEDULE p — STRUCT: BM -- QC CHECK: TL D JOB No. TM - 2150450 ... PO SOEANN TOREATED .^ -•�---- FILL TRUSS PER w "�m�,, 0. SCALE: AS INDICATED PLAN S0 TYPICAL WALL SECTION 2 STORY CMU / FRAME SCALE: 3/4" = V COPYRIGHT MCD 2014: The information contained in this document is c 4so 2 -STORY COLUMN a@ GIRDER SCALE: 3/4" =1'-0 :opyrighted and is the exclusive property of MONTA CONSUL DATE: 04/28/15 4s, WALL TO FLOOR TRUSS 4SOSECTION CORNER FRAMING AT CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN w ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & H 2x8's @ 16" O.C. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS SPACING. Q APPROVED BLDG. WHEN WALL IS CONT. BRG ON ROOF SHEATHING 0 MAX (U.N.O.) WRAP BELOLSTAW. TO BLOCKING ( ATTACH PER NAILING r. BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END TRUSS -SEE 2X4 CONT. W/ (2) 12d Q PLYWOOD FLOOR (2) 2x4 #2 SYP BLOCKING FRAMING PLAN NAILS TO EACH STUD MSTAM24 EACH SIDE w/ SIMPSON HUC24-2 ATTACH PER NAILING w OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE F_ WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. U) Z 10d NAILS AND 5 ANCHOR BOLT OR TRUSS O UNDER WINDOW JAMBS •, 2X6 #2 SYP CONT. LEDGER W/ (2) Ya''x3" 2x8 #2 SYP SILL PLATE W/ 0 1/4"x2 3/4" TAPCON'S J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. &%" EPDXY ANCHOR OR LU (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C. W/ MIN. p h FLOOR TRUSS SEE PLAN O BUILT-UP STUD & 3" FROM EACH END TRUSS PLAN FOR FOR 24" O.C. 7" EMBEDMENT & 6" FROM U COLUMNS PT 2x8 BOTTOM CONNECTION INFO EACH END 0 PLATE O.S.B. TO OVERLAP z C) LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO ° SIMPSON LUS26. USE °•• p (n 1x PT NAILER (MIN.) TRUSS. VERIFY WJ SHOP 4 LUS26-2 FOR 2PLY TRUSS J LU LOW ROOF' SEE DRAWINGS m Q PT FURRING AS TRUSS PLAN FOR ° 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS ° MASONRY USE HETA16 8" CMU WALL EXT. FINISH, PER ARCHS @ 24" O.C., OPT. TRUSS RECESS LEDGER 0 0 N W Lu S 1 SECTION COMBO (LD03 SECTION AT OPEN TO ABOVELD01 LEDGER AT GIRDER F02 WALL SPLICEo SCALE: 3/4" =1'-0"DETAIL SCALE: 1 1 /2" = 1'-0" TRUSS SCALE: 3/4" = 1'-0" LEDGER SCALE: 3/4" =1'-0" O W a ab EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ y ATTACH PER NAILING TOP &SP1 BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ .2X4 #2 SYP NAILER TO STUDS W/ ., � EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCK ADJACENT 3-16d @ EA. STUD. ATTACH TRUSS " � �► ••• % -- , Z SCHEDULE OR MTS12 MAY BE USED @ •• ® , `t ATTACH PER 2x4 NAILER w/ 2) NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL TO NAILER W1(3) 10d TOE NAILS. LL ��t� p BASE. 2X8 @ 16" O.C. - SEE FRAMING ( SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL �' ,, , NAILING 10d NAILS @ 16" O.C.----.__ � � J PLAN FOR MORE INFO. SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR „�; J O (2) 2X4 #2 SYP BLOCKING W/ 2X BLOCKING W/ (2) 12d SCHEDULE SIMPSON HUC24-2 EA. ENDL 2x4 STUDS @ 16" O.C.ONAILS @ 6" O.C. SHEATHING ATTACHED '• �... W! (4) 10d & (2) 10d NAILS. TOENAILS EACH END PER NAILING SCHEDULE ��, USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD --- -- 10 UNDER WINDOW JAMBS. NAILS @ 12" O.C. — (5) 16d NAILS BRACE ___ _ 2X8 #2 SYP CONT. LEDGER W/ s ••••••• ' ��t TO BLOCKING SIMPSON H2.5 - - (4) 16d NAILS. ATTACH NAILS 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TRUSS TO INTO END OF EA. FLOOR TRUSS, STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS O �, EACH END FOR MORE INFO. ADJACENT DIAGONAL, FASTEN ATEA. SIDE OF G.T.) U •' ALL THREAD ROD TO DIAGONAL w/ 2 16d NAILS /4'x3" SDS WOOD SCREWS @ 16 @ 48 O.C. O O.C. MAX - EQUALLY SPACED & 3 --- `� TRUSSES PER PLAN ( ) FROM END OF LEDGER -USE 3 a -- SIMPSON LUS26 OR IF 2 -PLY + • MO 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED ° �'': TRUSS SIMPSON LUS26-2 w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE LEDGER SEE FLOOR FRAMING PLAN & TRUSS TO LEDGER w Ci BOLT OR J -BOLT WJ MIN. 7" TOP PLATE w/ 16d NAILS RECESSED INTO I— ou z EMBEDMENT @ 32" O.C. & 3" -- WALL BRACING @ 48" O.C. MAX. 45° FROM a UI c C3 @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED TRUSS. VERIFY w/ WS11/SD5 FOR MORE INFO. Q ,a FROM EACH END 6' FROM EAVES. SHOP DRAWINGS U VERIFY PLAN FOR LOCATION (2) 2X4 TOP PLATE AND DIRECTION (IF PARALLEL 8 CMU WALL, TYP. PRE-ENGINEERED TRUSS - °° _ 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 MIN. SEE WS10/SD5 FOR BLOCKING O,� U SEE FRAMING PLAN FOR C.M.U. WALL ( ) INFO. z O SPACING & CONNECTION WITH ROOF LOAD O , SEE PLAN C.M.U. WALL PER PLAN OPT. TRUSS RECESS LEDGER - INFO. °°. — 2X LEDGER TO UPPER FLOOR WALL w/ U) /� „ .. 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. � O 0 S1 SECTION AT RAISED F 1 SECTION AT ABOVE F 1 2 STORY FRAME WALL (L"604 SECTION AT LOW ROOF w SCALE: 3/4"=V-0.SCALE: 3/4"=1-0° SCALE: 3/4"=1-0" SCALE: 3/4" _V-0" HEELTRUSS BRACING DETAILI— j SEE PLAN FOR DEPTH V J p Z A OF LANDING _I LD (U) ��8t LU PLYWOOD SHEATHING O 0 -' ` OVER LANDING p �— C-6 si ATTACHED PER GENERAL ¢ W 0 < je gI STANDARD (3) 2X12 FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN UO Q $ STRINGERS w/ SIMPSON NOTES FOR MORE INFORMATION A35/USP MP34 CLIP TO 12 w PRE ENGINEERED WD Z U) v TRUSSES @ 24" O.C. FLOOR SYSTEM & 2x8 #2 SYP JOISTS @ Z LANDING FRAMING LANDING 16"O.C. w/ � 0 Z. @ FIBERGLASS SHINGLES OR o SIMPSON A35/USP MP34TILE VERIFY WITH ELEVATION W 0 Q flims 3 OR LUS26 HANGER ON Z EACH SIDE TRUSS ANCHOR (SEE PLAN) Z ~ y, N (2) 2X12 REQ'D @ END OF o z d J fir^ O LANDING FOR STRINGERS z g ROOFING FELT �/, TO CONNECT TO w/ (2) o O ~ ^, SIMPSON A35/USP MP34 APA STRUCTURAL SHEATHING EACH END TO LEDGER W \ ATTACHED PER NAILING SCHEDULE Q Lu SEE PLAN FOR MASONRY z_ LLl WALL OR WOOD WALL p U) MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE w 0 END OF LANDING w/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK / X ,% %; , 2x8 #2 SYP (P.T. 'IF MANSONRY EADER SEE PLAN FOR Z 1 1 I FLOOR SYSTEM MORE INFO & CONNECTIONS WALL) CONT LEDGER w/ (3) 16d O.H. o 1 KNEEWALL OR BEAM I NAILS @ 16 O.C. MAX. TO SEE 2nd FLOOR PLAN FOR Q PLAN VIEW @ LANDING EACH STUD. ((2) 1/4 x3 1/2 APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION --• TITENS @ 16" O.C. MAX. FOR p 1 (2) 2x SPF 1 1 1 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR z O SHEATHING FROM TOP OF WALL TO w Z 11 1 TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR 0 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE p - N SPACED 1/2' x 4 li BOLTS, TOE NAIL d` 1 STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q Q F• 1 B 1 1 FLOOR SYSTEM NAILS WALL SHEATHING IS Z > 0 PER PLAN STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ 0 J J 2x STUDS SEE PLAN (2) 2x HEADER LINE 1 SEE FLOOR 1 ARE PARALLEL TO WALL ? (1) W L PLAN FOR MORE 1 ROOF SHEATHING ATTACHED PER NAILING 0 r - i 1 1 1 1 INFO 1 SCHEDULE p W 0 RISERS PLYWOOD FLOORING SEE 0 1 1 1 1 FLOOR FRAMING PLAN I z 1 2x P.T. BASE PLATE SEE1 1 1 FOR MORE INFO (D no W m BEARING SCHEDULE TREADS 2x BASE PLATE w/12d @ 24 O.C. w = Z TO FLOOR SYSTEM BELOW p (� 0 V It 1 FOR A.B. INFO 1 1 I I \ cn U _j Z 0 1 I 1 1 SEE PLAN FOR Q Q= ~� DIRECTION& MORE SEE FOUND. PLAN FOR FTG. REQ. INFORMATION — - — 2x12 STRINGERS ONE �--�" A ON EACH SIDE AND 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH ONE @ MID -SPAN FLOOR GIRDER SEE � STRUCTURAL ENG: CFG /BED A SCHEDULE ON FLOOR PLANS FOR TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS Q Q DRAFTING: MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION &CONNECTION INFO z-STRUCT: BM STUD AND (5) 10d NAILS INTO HEADER LL1 SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST C> 9 QC CHECK: TL B � JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO, @) pp JOB Na TM - 2150450 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LETOF -IN STRINGERS. BASE FASTEN TO= SCALE: AS INDICATED FLOOR w/(4) 1/4' x3" TAPCONS �.. ~ DATE: 04/28/15 4F142nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING rSR01�GENERAL LANDING &4F1 TYPICAL WALL �� _ �_ �� OR EXTERIOR STORY WALLS ATTACHED PER NAILING ULE ,� -` SCALE: 3/4 -1 0 STAIR FRAMING I N G INFO SCALE: 3/4" =1'-0° SCALE: 3/4" =1'-0" WALL &EXTERIOR SECTION.SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 1 (2) 2x SPF 1 1 TOP PLATES 1 1 (2) 2x HEADER I 1 1 1 1 2x STUDS SEE PLAN I 1 SEE FLOOR 1 PLAN FOR MORE 1 1 1 1 INFO 1 B 1 1 I 1 1 I 1 2x SPF 1 BASE PLATE PRE-ENGINEERED -' ` OVER LANDING p �— C-6 si ATTACHED PER GENERAL ¢ W 0 < je gI STANDARD (3) 2X12 FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN UO Q $ STRINGERS w/ SIMPSON NOTES FOR MORE INFORMATION A35/USP MP34 CLIP TO 12 w PRE ENGINEERED WD Z U) v TRUSSES @ 24" O.C. FLOOR SYSTEM & 2x8 #2 SYP JOISTS @ Z LANDING FRAMING LANDING 16"O.C. w/ � 0 Z. @ FIBERGLASS SHINGLES OR o SIMPSON A35/USP MP34TILE VERIFY WITH ELEVATION W 0 Q flims 3 OR LUS26 HANGER ON Z EACH SIDE TRUSS ANCHOR (SEE PLAN) Z ~ y, N (2) 2X12 REQ'D @ END OF o z d J fir^ O LANDING FOR STRINGERS z g ROOFING FELT �/, TO CONNECT TO w/ (2) o O ~ ^, SIMPSON A35/USP MP34 APA STRUCTURAL SHEATHING EACH END TO LEDGER W \ ATTACHED PER NAILING SCHEDULE Q Lu SEE PLAN FOR MASONRY z_ LLl WALL OR WOOD WALL p U) MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE w 0 END OF LANDING w/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK / X ,% %; , 2x8 #2 SYP (P.T. 'IF MANSONRY EADER SEE PLAN FOR Z 1 1 I FLOOR SYSTEM MORE INFO & CONNECTIONS WALL) CONT LEDGER w/ (3) 16d O.H. o 1 KNEEWALL OR BEAM I NAILS @ 16 O.C. MAX. TO SEE 2nd FLOOR PLAN FOR Q PLAN VIEW @ LANDING EACH STUD. ((2) 1/4 x3 1/2 APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION --• TITENS @ 16" O.C. MAX. FOR p 1 (2) 2x SPF 1 1 1 3/4" PLYWD. DECKING MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR z O SHEATHING FROM TOP OF WALL TO w Z 11 1 TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR 0 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE p - N SPACED 1/2' x 4 li BOLTS, TOE NAIL d` 1 STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Q Q F• 1 B 1 1 FLOOR SYSTEM NAILS WALL SHEATHING IS Z > 0 PER PLAN STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ 0 J J 2x STUDS SEE PLAN (2) 2x HEADER LINE 1 SEE FLOOR 1 ARE PARALLEL TO WALL ? (1) W L PLAN FOR MORE 1 ROOF SHEATHING ATTACHED PER NAILING 0 r - i 1 1 1 1 INFO 1 SCHEDULE p W 0 RISERS PLYWOOD FLOORING SEE 0 1 1 1 1 FLOOR FRAMING PLAN I z 1 2x P.T. BASE PLATE SEE1 1 1 FOR MORE INFO (D no W m BEARING SCHEDULE TREADS 2x BASE PLATE w/12d @ 24 O.C. w = Z TO FLOOR SYSTEM BELOW p (� 0 V It 1 FOR A.B. INFO 1 1 I I \ cn U _j Z 0 1 I 1 1 SEE PLAN FOR Q Q= ~� DIRECTION& MORE SEE FOUND. PLAN FOR FTG. REQ. INFORMATION — - — 2x12 STRINGERS ONE �--�" A ON EACH SIDE AND 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH ONE @ MID -SPAN FLOOR GIRDER SEE � STRUCTURAL ENG: CFG /BED A SCHEDULE ON FLOOR PLANS FOR TOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS Q Q DRAFTING: MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION &CONNECTION INFO z-STRUCT: BM STUD AND (5) 10d NAILS INTO HEADER LL1 SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST C> 9 QC CHECK: TL B � JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO, @) pp JOB Na TM - 2150450 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LETOF -IN STRINGERS. BASE FASTEN TO= SCALE: AS INDICATED FLOOR w/(4) 1/4' x3" TAPCONS �.. ~ DATE: 04/28/15 4F142nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING rSR01�GENERAL LANDING &4F1 TYPICAL WALL �� _ �_ �� OR EXTERIOR STORY WALLS ATTACHED PER NAILING ULE ,� -` SCALE: 3/4 -1 0 STAIR FRAMING I N G INFO SCALE: 3/4" =1'-0° SCALE: 3/4" =1'-0" WALL &EXTERIOR SECTION.SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. MIN. (3) 2x SYI STUDS REQ'D OF LANDING V 16d NAILS FRC LEDGER TO S' PACK STANDARD (3) STRINGERS 1A SIMPSON A35 CLIP TO FLOO SYSTEM & LAI' FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 6" MIN. lo STANDARD (3 SYP #2 STRING SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE ----I -- 2x JOISTS PER "A— 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON wl (3) 1 NAILS ((16" O.C. MAX. T TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 (HANGER TO EACHH x 3 1/2" STUD. ((2) 1/4" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR MASONRY WALL) A -A PLAN VIEW (cD 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING @ 3" O.C. TOP AND A35 @ EA. STRINGER OF LANDING G (3) 2x12 re 8'-0" 12'-0" BOTTOM CHORD 4'-0" MAX 6'-0" (1)2x12 (1) 2x8 STAIR WINDER DETAIL. 4'-0" (2) 2x BEAM PER SCHEDULE WIDTH OF LANDING (3) 2x12 2xJOIST (P.T. IF ATTACHING TO 8'-0" 11'-0" REQ'D @END OF LANDING FRAMING PLAN MASONRY WALL) CONT LEDGER (1) 2x12 (1) 2x8 2x6 FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. (3) 2x12 W/ SQUASH CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" 2x6 6'-0" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR LL UP COLUMNS BELOW RISE F STEPS AND MASONRY WALL) BEAM/FLOOR 2x8 A -A PLAN VIEW @ 90 DEGREE TURN LANDING MI . TREAD DEPTH 2x6 5'-0" TRUSS PER PLAN SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 2x12 2x8 9'-0" MIN. (3) 2x SYP #2 2x8 T-0" 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING STUDS REQ'D @ END 5'-0" W/ (2) 12d TOENAILS IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) 9'-0" (2) 2x12 MASONRY WALL) ATTACHED PER 16d NAILS FROM HEIGHT AND PLAN 2x12 STRINGERS ONE 5'-0" GENERAL FLOOR LEDGER TO STUD3/4" LAYOUT. HEADER WITHIN ON EACH SIDE AND 8'-0" CONSTRUCTION PACK SEE PLAN FOR DEPTH PLYWOOD OR OSB ONE @ MID -SPAN 16" O.C. 2x8 NOTES (1) 2x12 (1) 2x8 BE REQUIRED. SEE PLAN 6-0" SHEATHING OVER MAX FOR REQUIRED HEADER U_ OF LANDING AND LANDING ATTACHED PER GENERAL FLOOR NOTCH SILL AND 0 OIL BEAM @END OF INFORMATION. TO LANDING A 3-1/2" SDS SCREWS @E CONSTRUCTION 2x ATTACHED TO PLYWOOD FLOORING LANDING PER MAX, 4'-0" ABOVE FLOOR STRINGER TO ALLOW VERTICAL SCHEDULE STANDARD (3 SYP #2 STRING SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE ----I -- 2x JOISTS PER "A— 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON wl (3) 1 NAILS ((16" O.C. MAX. T TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 (HANGER TO EACHH x 3 1/2" STUD. ((2) 1/4" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR MASONRY WALL) A -A PLAN VIEW (cD 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING @ 3" O.C. TOP AND A35 @ EA. STRINGER OF LANDING G (3) 2x12 2x8 8'-0" 12'-0" BOTTOM CHORD TO LANDING 6'-0" (1)2x12 (1) 2x8 2x6 4'-0" 1 -JOIST PER U) LU (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 FRAMING PLAN 6'-01" (1) 2x12 (1) 2x8 2x6 4'-0" ACCOMMODATE 2x (3) 2x12 W/ SQUASH 8'4" 10'-0" SEE AR S. FOR MAX. 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 BLOCK OR LL (3) 2x12 RISE F STEPS AND 91_01" BEAM/FLOOR 2x8 °' 91-0" MI . TREAD DEPTH 2x6 5'-0" TRUSS PER PLAN 2x4 #2 SPF STUDS @ (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 8'-01, (1) 2x12 (1) 2x8 2x6 5'-0" W/ (2) 12d TOENAILS Uj (3) 2x12 PENDING LANDING 9'-0" (2) 2x12 2x8 ol T-0" HEIGHT AND PLAN 2x12 STRINGERS ONE 5'-0" C'Oa 'i 6' 04' LAYOUT. HEADER WITHIN ON EACH SIDE AND 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" SUPPORT WALL COULD ONE @ MID -SPAN (2) 2x12 2x8 9.01" (1) 2x12 (1) 2x8 BE REQUIRED. SEE PLAN 6-0" W LEDGER W/ (2) 1/4" X FOR REQUIRED HEADER U_ AND A34 @ EA. STRINGER NOTCH SILL AND 0 OIL SEE ARCH PLAN INFORMATION. TO LANDING A 3-1/2" SDS SCREWS @E o 2X6 #2 SPF RIM BOARD a 2x ATTACHED TO PLYWOOD FLOORING MAX, 4'-0" ABOVE FLOOR STRINGER TO ALLOW VERTICAL 2x JOIST (P.T. IF -- - STRUCTURAL ENG: CFG / BED (2) 2X BEAM PER 2x6 VERTICAL AND ATTACHING TO TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d X QC CHECK: SCHEDULE @ END OF x � MASONRY WALL) CONT 2x12 STRINGERS ONE _. _-- _ 2x4 SILL PLATE W/ 2 ( ) L -BRACE @ 6'-0" O.C. & LANDING FOR STRINGERS TM - 2150450 LEDGER w/ (3) 16d ON EACH SIDE AND AS INDICATED TO CONNECT BEAM SHEATHING TO NAILS @ 16" O.C. MAX. ONE @ MID -SPAN 16d TOE NAIL EA. cF, TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" BUILT UP COLUMN CONT. BRACE & 10d E x 3 1/2" TITENS @ 16" A35 CONNECTION 2x4 SILL PLATE W/ (2) BELOW. O.C. MAX. FOR A MASONRY WALL) SCREWS EQUALLY NOTCH SILL AND MIN. (3) 2x4 SPF #2 10d NAILS @ 4"" O.C. ____ FLOOR SHEATHING C SPACED/CENTERED IN TRUSS COLUMN WOOD OR MASONRY °0'1 BASE PLATE DOUBLE TRUSS PARALLEL TO FLOOR To OUTSIDE FACE OF TRUSS WALL SEE PLAN FOR VERTICAL LOCATIONS). ATTACHED PER PLAN MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING G (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1)2x12 (1) 2x8 2x6 4'-0" LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING z SDS SCREWS @ 12" EVERYTHING 0 O.C. ON ANGLE TYP. TOGETHER. -J U) LU (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-01" (1) 2x12 (1) 2x8 2x6 4'-0" ACCOMMODATE 2x (3) 2x12 2x8 8'4" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4' -0" LL (3) 2x12 2x12 91_01" (2) 2x12 2x8 7"-0." 91-0" (1) 2x12 (1) 2x8 2x6 5'-0" NAILS FROM RIM JOIST PLATFORM ° 2x4 #2 SPF STUDS @ (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 8'-01, (1) 2x12 (1) 2x8 2x6 5'-0" W/ (2) 12d TOENAILS Uj (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" T-0" (1) 2x12 (1) 2x8 2x6 5'-0" C'Oa 'i 6' 04' (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" MAxs -o° 5'-0" OR LESS (2) 2x12 2x8 9.01" (1) 2x12 (1) 2x8 2x6 6-0" W 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4 2x JOIST PER NOTE: " SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4 X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT Q� PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR rSTO GENERAL LANDING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" = V-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 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, INC. Any use, dup LIJ D PARTY WALL OR CONTRACTOR TO ELEVATOR WALL SEE CONSTRUCT PANELS MAKE PANELS WIDTH PLAN TO SLIDE INTO THE OF ELEVATOR DOOR ELEVATOR SHAFT J Q MIN. 7/16" SHEATHING THRU DOOR OPENING, Z W/ 8d RING SHANK , 3 2 WIDTHS MAY VARY. W PANELS 1 AND 2 TO BE 9 MIN 8" BEARING FOR NAILS @ 6" O.C. ONU) CENTER PANEL. ALL EDGE AND 12" O.C. IN INSTALLED AND LU Z SHIFTED OUT TO 0 OTHER PANELS TO FIELD ALLOW FOR PANEL 3 Lu BEAR ON LEDGERSp ~ (WHICH IS LONGER) TO RIMBOARD 16 O.C. MAX INTO W/ (3) 16d NAILS INTO N ATTACH PLATFORM TO BE INSTALLED LAST V W M U G 2x4 CONT. TOP PLATEOIL cLi STUDS OR FLOORW NAILS @ 4 O.C. JOISTS 2x4 CONT. TOP PLATE FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE@- LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING z SDS SCREWS @ 12" EVERYTHING 0 O.C. ON ANGLE TYP. TOGETHER. -J U) LU MAX. 4'-0" ABOVE FLOOR o V 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o TO STUDS W/ (2) 16d J ry ACCOMMODATE 2x ATTACH W/ (2) 12d Q TOE NAl X o p 12 O.C. W/ (3) 16d END END UNDER Of LL ATTACH 2x6 VERTICAL TOENAILS BOTTOM) @ _ FLOOR 5YS M F MID SPAN BLOCKING m Z NAILS FROM RIM JOIST PLATFORM ° 2x4 #2 SPF STUDS @ O 2x6 VERTICAL AND TO JOISTS W/ 2X6 MID 2x4 CONT. TOP PLATE TO I -JOIST W/ (3) Y4" x 3" U SPAN BLOCKING w MAX 6-0" "" C 24 O.C. EVERY OTHER W/ (2) 12d TOENAILS Uj TOENAILS BOTTOM L -BRACE @ 6'-0" O.C. & SECTION X -X @ ANY OPENING 04 SDS WOOD SCREWS EQUALLY SEE PLAN FOR ADDITIONAL BEARING;, 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. p �°,'� Of '•.w C'Oa 'i 2X6 #2 SPF CONT. U O o Z 0UJI0 WALL INFORMATION ATTACHED TO TRUSS MAxs -o° 4. • � Zo Q NAILS 0=Z W LEDGER W/ (2) 1/4" X U_ NOTCH SILL AND 0 OIL SEE ARCH PLAN VUJ - Z O 3-1/2" SDS SCREWS @E o 2X6 #2 SPF RIM BOARD a PLYWOOD FLOORING MAX, 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) h TO ALLOW VERTICAL - -- - RIMBOARD 16 O.C. MAX INTO W/ (3) 16d NAILS INTO N TW O ALLOVERTICAL TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST M U G 2x4 CONT. TOP PLATEOIL cLi STUDS OR FLOORW NAILS @ 4 O.C. JOISTS 2x4 CONT. TOP PLATE FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE@- (ATTACH TOP PLATE o MAX. 4'-0" ABOVE FLOOR o V 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o TO STUDS W/ (2) 16d J ry ACCOMMODATE 2x ATTACH W/ (2) 12d Q TOE NAl X o p 12 O.C. W/ (3) 16d END END UNDER Of LL ATTACH 2x6 VERTICAL TOENAILS BOTTOM) @ _ 2x4 #2 SPF STUDS @ F Z NAILS FROM RIM JOIST PLATFORM ° 2x4 #2 SPF STUDS @ O 2x6 VERTICAL AND TO JOISTS W/ 2X6 MID 2x4 CONT. TOP PLATE TO I -JOIST W/ (3) Y4" x 3" U SPAN BLOCKING w MAX 6-0" "" C 24 O.C. EVERY OTHER 2X6 #2 SPF @ 12" O.C. Uj TOENAILS BOTTOM L -BRACE @ 6'-0" O.C. & SECTION X -X @ ANY OPENING 04 SDS WOOD SCREWS EQUALLY SEE PLAN FOR ADDITIONAL BEARING;, 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. p �°,'� Of '•.w C'Oa 'i t� U o Z 0UJI0 WALL INFORMATION ATTACHED TO TRUSS MAxs -o° 4. • � Zo Q ST04 ELEVATOR TEMP. FLOORM'• �. MIN 7/16" FLOOR ='® SCALE: 3/4" = V-0" PLATFORM DETAIL ,�! „ Q SHEATHING.. • • ne �• �: 40 Q LL 2x4 CONT. TOP PLATE 3Yz" ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 1"" 2x4 #2 SPF STUDS @ 3� 2x4 CONT. TOP PLATE 24" O.C. SEE ARCH PLAN cn NAILS MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE uJ 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d J X X 24" O.C. W/ (2) 12d TOE NAILS O D 2x6 VERTICAL @ 6'-0" TOENAILS BOTTOM O.C. MIN. AND c . wNY NOTCH SILL PLATE 2x4 SILL PLATE w/ 2 V 4 FOR VERTICAL O NOTCH SILL AND 2x4 #2 SPF STUDS @ p+� OPENING. W/IN 10d NAILS @ 4" O.C. co PLYWOOD FLOORING 24" O.C. EVERY OTHER Q HANDRAIL KNEEWALL (NOTCHED @ 2x6 STUD TO BE I N CONT. BRACE & 10d' 2x4 CONT. TOP PLATE � SPACED/ ENTERED I + + Z " I -JOIST TO OUTSIDE + + @ O' ATTACH TOP PLATE TO 3 4%$" +8' + NAILS 4 O.C. TO STUDS 2/ (2) 16d TOE ' FACE OF JOIST + + FLOOR SHEATHING O Q NAILS + + O 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST a m 24" O.C. W/ (2) 12d N.T.S. W/ (2) %"x3" SDS U TOENAILS BOTTOM 32 SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED h FLOORING FOR STRAP ATTACH TOP PLATE TO OgL SEE ARCH PLAN IN I -JOIST U STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB F- U) 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48"-0.C. p , Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) Q (D U O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ �., (n 3 % g d 10d NAILS 4" O.C. 3" O.C. NOTE: U_ c n TOENAILS BOTTOM @ ' W 2 SIMPSON LST (NOTCHED @2x6 D vi a i. STIFFNER TO BE Z �, p N O VERTICAL LOCATIONS). Q ". dS z i -n � NOTCH SILL AND FLUSH w/ OUTSIDE OF O STRAP (1 EA. SIDE OF PLYWOOD FLOORING BOTTOM CHORD w C% \ I— STUD) EVERY 48 O.C. TO ALLOW VERTICAL Nw° N FLOOR BEAM CONDITION TO SLIDE DOWN TO J N Z FLOOR BEAM SEE FACE OF I -JOIST LLI Q � PLAN 2x6 VERTICAL AND Q :J C �j g ATTACH 2X6 VERTICAL L -BRACE @ 6'-0" O.C. & �` �r`) Q -C W E TO I -JOIST W/ (3) Ya" x 3" @ ANY OPENING wd V g:g 6 6 8 SDS WOOD SCREWS U W 3 EQUALLY 24" I -JOIST SEE PLAN z W Z Z 1,,,, g SPACED/CENTERED IN Q J W 00 -JOIST TO OUTSIDE ST02 SECTION @ HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR O U FLOOR BEAM CONN. SCALE: 3/4"=1'-0" z w 3%" 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . TW O ALLOVERTICAL TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST M U G 2x4 CONT. TOP PLATEOIL cLi SEE ARCH PLAN NAILS @ 4 O.C. 2x4 CONT. TOP PLATE FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE@- (ATTACH TOP PLATE o MAX. 4'-0" ABOVE FLOOR o V 3 1 TO STUDS W/ (2) 16d J Z ACCOMMODATE 2x ATTACH W/ (2) 12d Q TOE NAl X o p tV ATTACH 2x6 VERTICAL TOENAILS BOTTOM) @ _ 2x4 #2 SPF STUDS @ F Z W 2x4 #2 SPF STUDS @ 10d NAILS @ 4 O.C. "" 2x6 VERTICAL AND 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE TO I -JOIST W/ (3) Y4" x 3" U W "" C 24 O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM L -BRACE @ 6'-0" O.C. & SECTION X -X @ ANY OPENING SDS WOOD SCREWS EQUALLY 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. p C'Oa 'i t� U CONT. BRACE & 10d' 2x4 CONT. TOP PLATE � SPACED/ ENTERED I + + Z " I -JOIST TO OUTSIDE + + @ O' ATTACH TOP PLATE TO 3 4%$" +8' + NAILS 4 O.C. TO STUDS 2/ (2) 16d TOE ' FACE OF JOIST + + FLOOR SHEATHING O Q NAILS + + O 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST a m 24" O.C. W/ (2) 12d N.T.S. W/ (2) %"x3" SDS U TOENAILS BOTTOM 32 SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED h FLOORING FOR STRAP ATTACH TOP PLATE TO OgL SEE ARCH PLAN IN I -JOIST U STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB F- U) 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48"-0.C. p , Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) Q (D U O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ �., (n 3 % g d 10d NAILS 4" O.C. 3" O.C. NOTE: U_ c n TOENAILS BOTTOM @ ' W 2 SIMPSON LST (NOTCHED @2x6 D vi a i. STIFFNER TO BE Z �, p N O VERTICAL LOCATIONS). Q ". dS z i -n � NOTCH SILL AND FLUSH w/ OUTSIDE OF O STRAP (1 EA. SIDE OF PLYWOOD FLOORING BOTTOM CHORD w C% \ I— STUD) EVERY 48 O.C. TO ALLOW VERTICAL Nw° N FLOOR BEAM CONDITION TO SLIDE DOWN TO J N Z FLOOR BEAM SEE FACE OF I -JOIST LLI Q � PLAN 2x6 VERTICAL AND Q :J C �j g ATTACH 2X6 VERTICAL L -BRACE @ 6'-0" O.C. & �` �r`) Q -C W E TO I -JOIST W/ (3) Ya" x 3" @ ANY OPENING wd V g:g 6 6 8 SDS WOOD SCREWS U W 3 EQUALLY 24" I -JOIST SEE PLAN z W Z Z 1,,,, g SPACED/CENTERED IN Q J W 00 -JOIST TO OUTSIDE ST02 SECTION @ HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR O U FLOOR BEAM CONN. SCALE: 3/4"=1'-0" z w 3%" 2x4 CONT. TOP PLATEOIL cLi SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE o MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO V 3 1 TO STUDS W/ (2) 16d J Z STUDS W/ (2) 16d TOE TOE NAl X x NAILS tV 2x4 SILL PLATE W/ (2) C 2x4 #2 SPF STUDS @ F Z W 2x4 #2 SPF STUDS @ 10d NAILS @ 4 O.C. "" 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE W "" C 24 O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE C VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 3" 0UJI0 ATTACHED TO TRUSS NAILS 0=Z W BELOW (OTHERWISE NOTCH SILL AND 0 OIL SEE ARCH PLAN VUJ - Z O ATTACH W/ (2) 12d L J � Eo PLYWOOD FLOORING MAX, 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) h TO ALLOW VERTICAL STRUCTURAL ENG: CFG / BED C 2x6 VERTICAL AND ---------- _..__.._.. -- TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d X QC CHECK: x � NOTCH FLOOR _. _-- _ 2x4 SILL PLATE W/ 2 ( ) L -BRACE @ 6'-0" O.C. & TM - 2150450 C SCALE: TOENAILS BOTTOM AS INDICATED SHEATHING TO - DATE: 16d TOE NAIL EA. cF, ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d E TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4"" O.C. ____ FLOOR SHEATHING C SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 °0'1 DOUBLE TRUSS PARALLEL TO FLOOR To OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). C ATTACH 2x4 TO TRUSS L N.T.S. TO SLIDE DOWN TO W/ (2) Y4"xW SDS C FACE OF TRUSS SCREWS EQUALLY 2x4 #2 SPF STUDS SPACED & CENTERED C @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS o 2x6 VERTICAL @ 6 -0 „ TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6-0 O.C. & - L O.C. MIN. AND @ ANY SDS WOOD SCREWS @ANY OPENING 8 WIDE WEB OPENING W/IN EQUALLY STIFFENER @ 48" O.C. HANDRAIL KNEEWALL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ FOR VERTICAL TRUSS TO OUTSIDE 3" O.C. NOTE: C FACE OF TRUSS STIFFENER TO BE 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR ` PERPENDICULAR TO FLOOR FLUSH W/ OUTSIDE OF BOTTOM CHORD H NAILS @ 4" O.C. N.T.S. C (ST03 SECTION @ HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4 V-0" - SECTION X -X F lication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ] V5 = V J Z 11 ] F- tV C > F Z W 0 J W LU 1 0UJI0 0=Z W JI— O 0 VUJ - Z O J � Eo STRUCTURAL ENG: CFG / BED � DRAFTING:---- ---------- _..__.._.. -- -STRUCT: BM - . ---- _._._._ _........ QC CHECK: TL _. _-- _ JOB No. TM - 2150450 C SCALE: AS INDICATED - DATE: 04/28/15 RECORD COPY -1 123 s t C- 54ztr4c- lip-,