Loading...
HomeMy WebLinkAbout290 Big Spring Ter 16-1622 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5UB FA5CIA, 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC W.N., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT 17 3 - THORNBROOKE 40's DARLINGTON - 2585 - ELEV. "A" GARAGE RIGHT TAYLOR MORRISON O5-17-16 CREATED LOT 5PECIFIC PLAN FOR LOT 113 IN THORNBROOKE 40'5, ELEVATION "A", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: (2) BAR PENDANT PRE -WIRE, (1) CEILING FAN PRE -WIRE, UNDER CABINET LIGHTING AT KITCHEN, ADDITIONAL SINK AT BATH 3, DEN, 9 FT. POCKET 5LIDER AT FAMILY ROOM, S FT. INTERIOR DOOR5 AT MAIN FLOOR, VENT HOOD. TO OUTSIDE, R-38 IN5ULATION, LAUNDRY, TUB ROUGH -IN AND 15T AND 2ND FLOOR 5ALU5TER5. PLAN REVISIONS DRAWING INDEX COV -GENE11 RAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OIR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 5IZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "'NOMINAL DIMEN51ON5" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) R102,35. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER I'D.G.R - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, PER F.B.C.R 5TH EDITION (2014) R103L,2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A50VE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B:C.R 5TH EDITION (2014) R103.6.3 WATER RE51STIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.E.C.R. 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH A5TM G 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 S.F, FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5NING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: I. 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. • i•••p " ��``® x 0 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E7EIVVER- /� r 0 O LO O a'�'i��o `� IIII�i � car � O J JMI�w �N� n z A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION ,w to 02ND CNJ 8905.2.1. ,_ .@ ( 0 CLAY AND CONCRETE TILE (IF APPLICABLE): L • oo�" �. THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR o Or- 9. RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WI IRE THE VAeo 15 DETERMINED IN ACCORDANCE WITH SECTION OR THE OF 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R 5TH EDITION 1201 ) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE -j CO R301.2.1.3 RECOMMENDATIONS RAS - E0 4_� 11; A5TM D 262(o, TYPE II; OR A5TM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH J ro� A - '1 �+ og zNO OF RA5118,119 OR 20, a� -JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE (5,C.)OR HONEYCOMB �`���� .•••"•'•• 'v/��ii, CORE STEEL DOORS NOT LESS THAN 13/8` THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. .•' et' •••i r ... y �: ui a FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGFFLOOR ELEVATION. v C3: rwft 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS�:5 ASPHALT SHINGLES (IP APPLI(-ABLE) 3A1 -FRONT ELEVATION 3A2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _7A -j (f DATE SANFC?RD BUILDING DIV161ON A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 'TEST REQUIR.ED Results to be Verified at .Slab inspection a�1w�NG $ANFOR'f� #16 - 1 522 ISASPHALT5HINGLE5 SHALLIWITH MTINSTALLED �I i•••p " ��``® DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E7EIVVER- EST. 1994 �— DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE (5,C.)OR HONEYCOMB �`���� .•••"•'•• 'v/��ii, CORE STEEL DOORS NOT LESS THAN 13/8` THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. .•' et' •••i r ... y �: ui a FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGFFLOOR ELEVATION. v C3: rwft 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS�:5 ASPHALT SHINGLES (IP APPLI(-ABLE) 3A1 -FRONT ELEVATION 3A2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _7A -j (f DATE SANFC?RD BUILDING DIV161ON A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 'TEST REQUIR.ED Results to be Verified at .Slab inspection a�1w�NG $ANFOR'f� #16 - 1 522 ISASPHALT5HINGLE5 SHALLIWITH MTINSTALLED �I i•••p " ��``® 2. ASPHALT SHINGLESHALLON YBEUSED ON ROOF SLOPES OF TWO US VERTICAL IN 12 UNITS HORIZONTAL 2:12) OR GREATER OR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND THAN FOUR UNITS IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, a'�'i��o `� IIII�i � car � LE55 VERTICAL z A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION .� CNJ 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WI IRE THE VAeo 15 DETERMINED IN ACCORDANCE WITH SECTION OR THE OF 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R 5TH EDITION 1201 ) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE R301.2.1.3 RECOMMENDATIONS RAS - 11; A5TM D 262(o, TYPE II; OR A5TM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH A - '1 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsi) 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5118,119 OR 20, a� CHIMNEY HEIGHT REQUIREMENT5 (IF APFU ABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR CLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) N COMPLIANCE WITH AS G 288, GI325, OR G 8 D LLED IN ACCORDANCE WITH T TM l 111 AN INSTALLED MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF 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 DOUN5POUT6 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. M 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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 T� 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 FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3, 0 EXHAUST FANS AND VENTING: I, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D150HARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE 2585 MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE 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 "TNI5 DRYER EXHAUST 5Y5TEM IS EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 6T/TLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. COKER SHEET GENERAL NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: - 155UANCE OF PLANS FROM TNI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO — APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING — CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY V.• REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 II uuv .II 1_1 15'-011 65'-4" I H.B..ELEVATION/ "r(-)0'.4-4„ 3/4" CONDENSATION DRAIN BY PLUMBER AIR HANDLER LINES PROM UPPER FLOOR 3'-0" 52'-411 151_/11 PITCH - 1/8" / FT. Q _`r L 11 _ 411 TAYLOR MORR16ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE to cA 150 STATE STREET EAST OUYAWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER -� EST. 1994 r0 J 0 Lo J co c4 1 �rn�M Y/ m� N _ 1 V r >>Ja L. 6iL. 811 0 roc ��� N 0j C0 [L- _(D 00�0 M1� 4 o 0 Zcfmm21 U ACRYICIFY I I� — 50 COAL, ON LANAI III I � W.N. � I i I� Ll j 91.111 3'.g" 20'-0° i g�-7� of REF. Lu a I -6" I AA SLAB C.J. i I C.J. 3A2 PITCH�' � _ -------- ------------------t---------------------- 1/8" / FT. Z m ;� PROVIDE WATER /� PITCH _ REFERENCE LINE FOR ICE MAKER / z TO DRAIN ELEVATION 4po /� >iLU _ I oo Lu w I w NOTE: / ��,,, T i PAVER DRIVE / LEAD WALK ALL SLAB ANGLES / 2,-1„ ARE AT 45° (UN.O.) L.T. AIR HANDLER LINES FROM ROUGH -IN - I UPPER FLOOR I I 411 P.V.C. �I I 3/4" RECE55 FOR I I �' `v 3/4" CONDENSATION ENTRY DR DRAIN BY PLUMBER to an I I 1414" /o"a 3'-0"x3-0" A/CPAp (SEE MECH. 20' II" 2'-1" 11.811 31.1011 31NI411113' 2112181113'-8"CONTRACTOR TILE - PQR LOCI 0 3-8 19'-0" «� F — — — , F — — — -1 C�' 3/4" GONDEN5ATION — 411 4" P.Y.C. DRAIN BY PLUMBER SEAT ABY. 2'-0" RECE55 a rOPT. PT. = I I DRYER I I WASHER I `" \ VA _ Ii L _. — — J L — — — J S" CM.U. WALL ABV. �o ZT 8" C.M.U. WALL H.B..ELEVATION/ "r(-)0'.4-4„ 3/4" CONDENSATION DRAIN BY PLUMBER AIR HANDLER LINES PROM UPPER FLOOR 3'-0" 52'-411 151_/11 PITCH - 1/8" / FT. Q _`r L 11 _ 411 TAYLOR MORR16ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED x ro w 150 STATE STREET EAST OUYAWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER -� EST. 1994 r0 J 0 Lo J co 1 �rn�M Y/ m� N _ 1 V r >>Ja L. 6iL. 0 roc ��� 0j C0 [L- _(D 00�0 M1� 4 o 0 Zcfmm21 JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED '01%11111 fit Va Q� •• • �/� 'r iu © •• 0+�i� ". • h ®;�3+ • • 00-e: _j O 0 000 W rr) pC r%%. >= gUILQ�,y .2585 Sq�FORo . 0 R�� #16_622 SLAB INTERFACE PLAN SCALE: 1/4" = 11.011 GARAGE RIGHT • TI TLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUYAWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER -� EST. 1994 '01%11111 fit Va Q� •• • �/� 'r iu © •• 0+�i� ". • h ®;�3+ • • 00-e: _j O 0 000 W rr) pC r%%. >= gUILQ�,y .2585 Sq�FORo . 0 R�� #16_622 SLAB INTERFACE PLAN SCALE: 1/4" = 11.011 GARAGE RIGHT • TI TLE • SLAB INTERFACE PLAN • SHEET • REFER TO SHEET 2A2 FOR MAIN FLOOR T.O.M. !M' T.O.M. VENT NOOp T.011 T.O.M. PLAN DIMEN51ON5 9' 4" 4" 9' 4..2 - 26 5H. 9' 4" 9' 4"TO EXTERIOR A.F.F. F. HI). AT 8'-0" A.F.F. N.B. (L– O.H_c. – – 00 – O.H.C. BOTT, OF LINT AT 8' 0" A.F.F. T.OM, G.C. VERIFY 8' 0" H. I I I r – – – – – – – - A.F.F. 9' 4° INTERIOR p00R5 I I 1 RANGE I 50 GAL, 1 AT MAIN FLOOR ou I O W/ HOOD W.N. * )L * * ARCH FROM II I Lu 1 0 1 8-0TO 6.Lu LANAI FAMILY ROOM A 1 - _ - ;'' 19' -6"x14' -O" LINE OF SECOND I 2c DINING I \ / KITCHEN I INSULATE 1 9 8x14 4 I WALLS 1 9'-4" PLT. HT. 2 -STORY VOLUME FLOOR ABV. I 10 -6 x14 -0 1 / \ 9'-4" FLAT CLG. 9'-4" FLAT CLG. o i r -11- 1 I"–'— If G.C. VERIFY 2 STORY 19 -4' I / 11 I GARAGE 1 3A2 N j ON LANAI � cLG. c� G.C. VERIFY / X � I 1 1 I 20'-O"x2O'-O" 15T FLOOR WOOD 1 BALUSTERS /aV � a I/ 1 1 9'-4" PLT, HT, 6 T.oM. I 1 CPT. TILE / / �`��' INSULATE IL I j • JOB NUMBER 26002.095 • CAD FILE NAME LOT 17J ISSUED 05-17-16 REVISED DAMS BEWS DESIGN GROUP Ei VLA_A-XV M%, rLA_;lU"A _"W/ / " OPENING 42" H. / +� p ' ABOVE � 813 . 925 .1300 TEL 9'-4 AFF. o TO UNDER I STAIR DATA: ARCH FROM `� �, I o RAILING IS RISERS AT /DRIVE / LEAD WALK 313 .923 .1800 FAX STAIRS ( 8 0 To 8 / / LINE OF SEGOND 1 a WWWDAMSBEW&COM v 1.38" EACH / I FLOOR ABY. o I TAMPA • DELIVER. — 10.00 TREADS – – – R/5 UP / / / / \ \ L.T. a I EST. 1994 FLU5H FRAME I / �\ ROUGH -IN 1 0 `o , iee�ee TO FURRING 9' 4" SLOPING 1 2 5 OR 9' 4" ARCH FROM BARREL ARCH I a�� ®�•...., i�� 'LG. CLG. I Vo UME CLG, 8' 0" TO 8' 8" FROM 8 0 •.••�JI® 1 –– LINE OF SECOND 1 Q . •. e 5 5H. TO 8 -8 �s ®'W zl' FLAT HDR. 2x8 WALL ��' ° 2x8 WA L I FLOOR ABV. L _ – – – – – – – r : O 6 ; 1 AT 4' 4" I a – – – – 2x6 WALL ��' FOYER m: w N c- SEE SECTION 1 9' 4" AIR HANDLER Q� 9'_4,' WALLST ml, �' Li, .. = MASTER SUITE I I LINES FROM FLAT CLG. ,d �:'�= 9 4 CLG. @ UPPERFLOOR d': 16'-0"x14'-4° 9'-4" FLAT CLG. 9 4 �� -'b,� rt. a BFD u CLG. 8 v I T.OM. ecs c Lu 2 6x8 0 M.C. a a "� o TEMP. GL. ENOL. X ,u 9 -4 / P 1111 � ENTRY I AFF. G.C. VERIFY FOR cu GPT. TILE ON 42" H. LOW WALL a DEN R38 CEILING INSULATION a UTIL. 11'-4"x10'-6" 9'-4" PLT. HT. M. BATH PWDR l' 9'-4" FLAT CLG. FLUSH FRAME 9.4 24" G TILE 9 4 9 4 TO FURRING PAVERS -6x8-0 CLG. CLG. CLG. – – – , – – – BFD SHOWER a – – – – T.O.M. I FLAT HEADER , 13' 0"x3 0" A/C 1 13' 0"x3 0" A/C 1 w FOPT. rOPT. 1 AT V-0" A.F.F. 1PAp (SEE MEC�I. (PAD (SEE MEG4.jj�LAV. 20" H. TIL, ° I PRYER _1 I WASHER 1 Ep. – – 9 4 – – - – – CONTRACTOR CONTRACTOR 5 SH. O SEAT L S;N. J L _ _ W.G. LAv 11 0 (FOR LOG.)– _j (FOR LOC.)– _j 1- 0 7F H.B. 13 5H. 26 5H, FLAT HEADER ��04� T.O.M. TEMP. GL. ENCL. AIR HANDLER DIRECT VENT DRYER Hp. AT S'-0" HR AT V-0" AT 8'-0" A.F.F. 9' 4" ON 42" H. LOW WALL LINES FROM THRU EXT. WALL UPPER FLOOR HAN5EN BOX AFF. 0 BELOW PREGAST LINTEL V TYPICAL MASONRY • x m 4,. WINDOW SCHEDULE ID U) J,�O 0 O Jcc +i�0) 21" 31" (8 WINDOW .22(so M >>JM -OUTS L �aLL • 0 O ro = r' t)-0ti 05t C0 12 5H 1/2 32 5H Eo`er �o_cmcm W t0+'�p M0 0 of 13 5H 1/2 33 5H 23 5H 33 5H = (? • JOB NUMBER 26002.095 • CAD FILE NAME LOT 17J ISSUED 05-17-16 REVISED DAMS BEWS DESIGN GROUP Ei VLA_A-XV M%, rLA_;lU"A _"W/ / " OPENING 42" H. / +� p ' ABOVE � 813 . 925 .1300 TEL 9'-4 AFF. o TO UNDER I STAIR DATA: ARCH FROM `� �, I o RAILING IS RISERS AT /DRIVE / LEAD WALK 313 .923 .1800 FAX STAIRS ( 8 0 To 8 / / LINE OF SEGOND 1 a WWWDAMSBEW&COM v 1.38" EACH / I FLOOR ABY. o I TAMPA • DELIVER. — 10.00 TREADS – – – R/5 UP / / / / \ \ L.T. a I EST. 1994 FLU5H FRAME I / �\ ROUGH -IN 1 0 `o , iee�ee TO FURRING 9' 4" SLOPING 1 2 5 OR 9' 4" ARCH FROM BARREL ARCH I a�� ®�•...., i�� 'LG. CLG. I Vo UME CLG, 8' 0" TO 8' 8" FROM 8 0 •.••�JI® 1 –– LINE OF SECOND 1 Q . •. e 5 5H. TO 8 -8 �s ®'W zl' FLAT HDR. 2x8 WALL ��' ° 2x8 WA L I FLOOR ABV. L _ – – – – – – – r : O 6 ; 1 AT 4' 4" I a – – – – 2x6 WALL ��' FOYER m: w N c- SEE SECTION 1 9' 4" AIR HANDLER Q� 9'_4,' WALLST ml, �' Li, .. = MASTER SUITE I I LINES FROM FLAT CLG. ,d �:'�= 9 4 CLG. @ UPPERFLOOR d': 16'-0"x14'-4° 9'-4" FLAT CLG. 9 4 �� -'b,� rt. a BFD u CLG. 8 v I T.OM. ecs c Lu 2 6x8 0 M.C. a a "� o TEMP. GL. ENOL. X ,u 9 -4 / P 1111 � ENTRY I AFF. G.C. VERIFY FOR cu GPT. TILE ON 42" H. LOW WALL a DEN R38 CEILING INSULATION a UTIL. 11'-4"x10'-6" 9'-4" PLT. HT. M. BATH PWDR l' 9'-4" FLAT CLG. FLUSH FRAME 9.4 24" G TILE 9 4 9 4 TO FURRING PAVERS -6x8-0 CLG. CLG. CLG. – – – , – – – BFD SHOWER a – – – – T.O.M. I FLAT HEADER , 13' 0"x3 0" A/C 1 13' 0"x3 0" A/C 1 w FOPT. rOPT. 1 AT V-0" A.F.F. 1PAp (SEE MEC�I. (PAD (SEE MEG4.jj�LAV. 20" H. TIL, ° I PRYER _1 I WASHER 1 Ep. – – 9 4 – – - – – CONTRACTOR CONTRACTOR 5 SH. O SEAT L S;N. J L _ _ W.G. LAv 11 0 (FOR LOG.)– _j (FOR LOC.)– _j 1- 0 7F H.B. 13 5H. 26 5H, FLAT HEADER ��04� T.O.M. TEMP. GL. ENCL. AIR HANDLER DIRECT VENT DRYER Hp. AT S'-0" HR AT V-0" AT 8'-0" A.F.F. 9' 4" ON 42" H. LOW WALL LINES FROM THRU EXT. WALL UPPER FLOOR HAN5EN BOX AFF. 0 BELOW PREGAST LINTEL V ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). %woo; C)� 0 1 c� oC 1 �0 HATCHING LEGEND SA/Vpopt) INSULATE WALL o�ggR7iv1��� 1� • TOTAL SQ, PT. 32415.1=. I MAIN FLOOR PLAN NOTES GARAGE yRIGHT 2585 n�rrir•mn�nu•� '. • TITLE • MAIN FLOOR PLAN NOTES TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 20" 21" 31" 53° WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H W 39" 13 5H 1/2 33 5H 23 5H 33 5H = (? J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 12 ° 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PEGIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -5H, GA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). %woo; C)� 0 1 c� oC 1 �0 HATCHING LEGEND SA/Vpopt) INSULATE WALL o�ggR7iv1��� 1� • TOTAL SQ, PT. 32415.1=. I MAIN FLOOR PLAN NOTES GARAGE yRIGHT 2585 n�rrir•mn�nu•� '. • TITLE • MAIN FLOOR PLAN NOTES 1-1 SI -611 1'-411 .. V-411 291-0'1 -411 36'4' REFER TO SHEET 2Ai FOR MAIN FLOOR PLAN NOTES x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C J0�r0 0 0 JM�� e i 0 0 r n; ` >>JrNi 00 ICD ��� F- 3�E Y cu;:N J * m *5 0o�~ ZN LeiLei SI -611 1'-411 .. V-411 291-0'1 -411 36'4' REFER TO SHEET 2Ai FOR MAIN FLOOR PLAN NOTES JOB NUMBER 26002,095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C J0�r0 0 0 JM�� N i 0 0 r ` >>JrNi 00 ICD ��� 03 Co 3�E Y cu;:N J * m *5 0o�~ ZN LeiLei JOB NUMBER 26002,095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED USANFORDn #16-1622 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" li-oll GARAGE RIGHT • TI TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • 6E "-)I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -® EST. 1994 USANFORDn #16-1622 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" li-oll GARAGE RIGHT • TI TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • ° JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED 6 (0x6 8 9'-01 BFD CLG. x m V.. DAVIS BEWS DESIGN GROVP r r in i� _j to 0 TAMPA • DEl*- E EST. 1994 F� 0 0 j N ;) 10 0 @ N ` >'JrNi T � ;xI u, �a�• — — — R/S — — — 00 °-0n 1 i -j O X1111 r 1111/� �` _0 LL _Z 0}'fp 60O ry 00 0 40 ZN�It I I ° JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED ALL EMERGENCY ESCAPE AND RESCUE o)1LD/,v0 TITLE • OPENINGS SHALL COMPLY WITH 8310 UPPER FLOOR PLAN NOTES PER F.B.C.R. - 5TH EDITION (2014). SANFORd * * * * * * * - 0"A RTti��I,� — #16-1622 UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" = I' -0"2B1 GARAGE RIGHT 6 (0x6 8 9'-01 BFD CLG. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEl*- E EST. 1994 F� ALL EMERGENCY ESCAPE AND RESCUE o)1LD/,v0 TITLE • OPENINGS SHALL COMPLY WITH 8310 UPPER FLOOR PLAN NOTES PER F.B.C.R. - 5TH EDITION (2014). SANFORd * * * * * * * - 0"A RTti��I,� — #16-1622 UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" = I' -0"2B1 GARAGE RIGHT 6 (0x6 8 9'-01 BFD CLG. T � ;xI u, A.N. I L N0.2 — — — R/S — — — 1 i X1111 r 1111/� �` ry 5-0X(0-8 r- — -i 42" H 2-6x&-8 BFD I I •• '® •' p ° �i ' n E PROVIDE I I RAILING PAN AND DRAIN w UNDER A.W.U, I _ ` v� r - ®� _ • z 'd W •. u X� I M �� 9 0------- CLG. -- I --------------- i h- ;� Nw �® BEDROOM 2 L—J / I ,.G ., 13'-4°x12'-8" 9'-0" FLAT CLG. a i oil/ BEDROOM 4 � I Ad«°°° °®�®` ''I y �� a rs c LAV. o W.C. ,,, BATH 3 �' 13'-6' x11'-0 I '!s►�ier►rr���, C= � d' 9.01 s' 9'-0" FLAT CLG. �' FE —co CLG. I G.G, VERIFY FOR d Q CPT, TILE BATH 2 z Ia R38 CEILING INSULATION 2-6x6-8 CLG. LAV. LAV. � PROVIDE 24" W. A/C 3050 SH, I 2030 TEMP. 5W, HD. AT 1'-8" PAN AND DRAIN PLATFORM HD, AT 1'-8" UNDER A.W.U. * EGRE55 W CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE TYPICAL WOOD FRAME ~ WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE WINDOW SCHEDULE 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 WINDOW WIDTHS ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 20" 24" 36" 45" SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 V) �- WINDOW CALL—OUTS WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, 20" 1518 F.G. 2018 F.G. 3015 F.G. 4018 F.G. WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F-5-C.R. - 5TH EDITION W = 24" 0 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. M (2014)83122 p 36" J 1830 5H 2030 5H 3030 5N 4030 SH Z 45" 0 VO 5H 20405H 3040 5H 4040 5H 60" z 3: 1850 5H 2050 5H 3050 5H 405O 5H >= -12 1060 5H 2060 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOJ5 W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER J 8 z MANUFACTURER AND SPECIFICATION5, Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED 151NGLE HUNG -5H, CASEMENT- G5MT, OR FIXED GLASS- F.G.) 2585 ALL EMERGENCY ESCAPE AND RESCUE o)1LD/,v0 TITLE • OPENINGS SHALL COMPLY WITH 8310 UPPER FLOOR PLAN NOTES PER F.B.C.R. - 5TH EDITION (2014). SANFORd * * * * * * * - 0"A RTti��I,� — #16-1622 UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" = I' -0"2B1 GARAGE RIGHT 11 C,d'.dll JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED • x m w DAVIS BEWS DESIGN GKOVP �a JO�0 EST.1994 -jMh� 0 c5ac ,(��; >>JM Lo LL • N 0 0 rl 6.ti 0� CO Y L J (0 � O 0 h ZCM2"e JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED I loom N\ * 01 06000*00*, ,o 1® LL �•'� '� p� 4 FW - z a I cem C�l 0 1 I >= M oC J 2585 OSANFORD #16-1622 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = I'-0" GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ]DENVER- ENVEREST. EST.1994 I loom N\ * 01 06000*00*, ,o 1® LL �•'� '� p� 4 FW - z a I cem C�l 0 1 I >= M oC J 2585 OSANFORD #16-1622 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = I'-0" GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. STAIR NOTES: RAILING BALU5TER5 5HALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS SHALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRA5PA5LE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 8" TRAY CLG. IN MASTER 5UI UNDER -STAIR PROTECTION ENCL05ED ACCE561BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FEC R301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION 12014). 42" H.— RAILING 42" H.— RAILING BEAM LINE OF 6' 8" MIN. BEAM FLOOR FLOOR SYSTEM HEAD CLEARANCE SYSTEM 3/4" PLYWD. DECKING 2x 5TRINGER5 1000" 36" N. CONTINUOUS GRASPABLE (TTTI'.) RAILING IF— 7u 1" N051NG 1 F— RAILING ITYP)� STORAGE----'_ UNDER t 2x TREADS AND M 5TAIR5 `r Ix R15ER5 (TYP) 11 TREADS AT 10.00" EACH STAIR SEC7ION SCALE: 1/4" = 14" TYP. ARCHWAY A SCALE: 1/4" = I'-0" JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED x ro w DAVIS BEWS T 0 JOLo 0 DESIGN GROVP O -j co OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX °) MM TAMPA • DEIqVM -� EST. 1994 (7 - T >>JN L. L a0L • p 0 roc � O 'o ti -5 00 Ec tLY ro°' � N N J 00 21201 JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED �utLOI,yG, SANFORD 10 #16+~1622 PLAN DETAILS SCALE: 1/4" = 1'-0" GARAGE RIGHT • TITLE • PLAN DETAILS • SHEET • y DAVIS BEWS DESIGN GROVP 150 STATE STR_ESC EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIqVM -� EST. 1994 (7 - �utLOI,yG, SANFORD 10 #16+~1622 PLAN DETAILS SCALE: 1/4" = 1'-0" GARAGE RIGHT • TITLE • PLAN DETAILS • SHEET • 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031o.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" CLEAR OPENING HEIGHTS IN DUELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN( 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5tH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 e I� 6 G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA PLT. HT. (TYPICAL) 4" BANDING (rYP.) 16TUCCO 1'4' W. x 54" H. FINISH/ DECORATIVE FIXED SHUTTERS = 4" BANDING (TYP.) 6� 12 SHINGLE 6 12 � SECOND FF. LINE ROOF TOM. _ 8" BANDING 4" BANDING TEXTURED LSHINGLE ROOF 6 I�// LSHINGLE ROOF - - 6" BANDIP 12 -SHINGLE ROOF PLT. HT. I'-4" W. x 5'-0" H. DECORATIVE FIXED SHUTTERS 9 12 T T Q6 X16 ■ ISI■ Ir ■ ■ ■ ®II■ -,rUIE r (ASSUMED)DOOR SURROUND SECOND FF. LINE T.O.M. 8" BANDING M TEXTURED FIN15H FRONT ELEVATION SCALE: 1/4" : 14" ANF®R� MAIN F.F, LINE S BEWS DESIGN GROVP DAVI(n GRADE LINE EST. 1994 (ASSUMED) FRONT ELEVATION SCALE: 1/4" : 14" ANF®R� • JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED �, 7 x ca w S BEWS DESIGN GROVP DAVI(n LO C 00100 o� EST. 1994 0 Je��1�� Y/ 0 L >_>JN ` O a L M 00 :2,5 -0 0-1cO 0 M I cli 6.0 O h y� 70 ZN2It • JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED �, 7 •° LL •°L&1 � s .. O h 0' c\I W U) ® z7 0 ego r o � N Z m M DC J 2585 #16-1622 SHEET ELEVATION "A" -I" 3A1 . GARAGE RIGHT IL S BEWS DESIGN GROVP DAVI(n 150 STATE STREET' EAST OLDSMAR, [1.ORIL7A 39677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAV1SI31"WS.COM TAMPA •DENVER EST. 1994 •° LL •°L&1 � s .. O h 0' c\I W U) ® z7 0 ego r o � N Z m M DC J 2585 #16-1622 SHEET ELEVATION "A" -I" 3A1 . GARAGE RIGHT IL 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCNE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCNE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 e GIRDER 12 "� Q6 GIRDER TRU55 TRUSS ROOF TRU55E5 12 AT 24" O.C. �•- �6 eo) (TYPICAL) ®❑ ❑ ❑ ❑ ❑ ❑ /2-5TORY GIRDER 6I� BR.3 LOFT VOLUME TRU55 ROOF TRU55E5 AT 24" O.C. ❑ "' a 4 (TYPICAL) ..- FLOOR SYSTEM -•- BEAM _ u FAMILY LINTEL GARAGE KI IN �� SECTION AA. SCALE: I/8" = I' -m" 612 Q6 12 LBHINGLE 12 6 SNINGL 6� ROOF/ ROOF PLT. HT_ - - - PLT. HT. /05TUCCO TEMP.�-STUCCO FINISN FIN15H 7 �l � SHINGLE ,,// 12 � ROOF /5NINiaLE a6 SECOND F.F. LINE _ 5ECOND F.F. LINE g' Q6 ROOF SECOND FF. LINE T.O.M. _ — - - � — -.OM. _ CIA -TEXTURED /TEXTURED 24" _ FIN15H �l _ _ - _ _ _ _ - - _ _ _ _J4LJq x w LANAI ROOF �o C,to ------------------- MAIN FF. LINE 0 -"'o N; ----- --------- - VENT REQUIREMENTS >>JN ` OQIL 0 0 O .j C O VENTILATION CALCULATIONS f I oaf~ -4�} I �+ zN20 ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ, IN. 4—•- I I 0 HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. I I I # UPPER 2/3 ROOF VENTS REQUIRED = 1 612 ------------------ HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. I 6:12 ,,, I ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT j I G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS G.C. VERIFY FOR ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. j I 838 CEILING INSULATION X 144 = 703 SQ. IN. i i HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. I 6:12 z 6_I2 j # UPPER 2/3 ROOF VENTS REQUIRED = 3rill, _n HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION =1636.0 SQ. IN. I `fie I Lu I I I 6:12 s'1 i ------ �\--------- I 6:12 \� -------------------- e r- ' n ---------- 6:12 6:12 LOWER ROOF I 1 VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I X 144 = 254 SQ. IN. j HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. 1 I i # UPPER 2/3 ROOF VENTS REQUIRED =1 I HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 711.3 SQ. IN. TYP. OVERHANG AA AT HIP (UN.O.) ROOF PLAN 5CALE: 1/8" - 1'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCNE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCNE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 e GIRDER 12 "� Q6 GIRDER TRU55 TRUSS ROOF TRU55E5 12 AT 24" O.C. �•- �6 eo) (TYPICAL) ®❑ ❑ ❑ ❑ ❑ ❑ /2-5TORY GIRDER 6I� BR.3 LOFT VOLUME TRU55 ROOF TRU55E5 AT 24" O.C. ❑ "' a 4 (TYPICAL) ..- FLOOR SYSTEM -•- BEAM _ u FAMILY LINTEL GARAGE KI IN �� SECTION AA. SCALE: I/8" = I' -m" 612 Q6 12 LBHINGLE 12 6 SNINGL 6� ROOF/ ROOF PLT. HT_ - - - PLT. HT. /05TUCCO TEMP.�-STUCCO FINISN FIN15H 7 �l � SHINGLE ,,// 12 � ROOF /5NINiaLE a6 SECOND F.F. LINE _ 5ECOND F.F. LINE g' Q6 ROOF SECOND FF. LINE T.O.M. _ — - - � — -.OM. _ CIA -TEXTURED /TEXTURED 24" _ • JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED MAIN F.F. LINE _ FIN15H �l _ _ - _ _ _ _ - - _ _ _ _J4LJq x w �o C,to FIN15N7 TYP. �l RETURN AT SIDES - _ _ MAIN FF. LINE 0 -"'o N; (o1�fn�M >>JN ` OQIL 0 0 O .j C O oaf~ �+ zN20 • JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED MAIN F.F. LINE _ FIN15H �l _ _ - _ _ _ _ - - _ _ _ _J4LJq 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM FIN15N7 TYP. �l RETURN AT SIDES - _ _ MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION VA ,,, 5CALE: 1/8" : 14° • 0 ® • s ,® c* • Z °.- Lu Lu s Q 12 12 ro 5HINGLE 12 Q6 1�� ®�j�O••°� .e• ® ®®®� ROOF 6 _~SHINGLE PLT. HT_ ROOF - PLT. NL _ STUCCO5TU000 ZIP FINISH T FG. F.G. * FINISNCID Z 12 5ECOND F.F. LINE 4t— 5HINGLE all 5ECOND FF, LINE T.OM. ROOF T.O.M. "' TEXTURED "' FINISH �! TEXTURED FIN15H `r MAIN FF. LINE 1L --TEMP. _ _MAIN F.F. LINE_ GRADE LINE GRADE LINE (ASSUMED) (455UMED) REAR ELEVATION 0 5CALE: 1/8" = 1'-0" ' M pC (6 1 12 6 0 6 12 /SHINGLE 12 6 5HINGLE ROOF ROOF PLT. NL PLT. HT. <-/5TUCCO /STUCCO /STUCCO 6 12 ;7 FINISN 7 5HINGLE 12 FINISN 7 �l a4 �l 5ECOND FF, LINE `-SHINGLE ROOF • g 5ECOND FF. LINE gSECOND FF. LINE - ROOF - - T.O.M. /� T.O.M. M 2,411 Z EXTURED /TEXTURED @ TEXTURED _ 2585 TYP. FIN15H co FIN15H 7 a, FIN15H 6�, • AT SIDE5 �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ - _ _ _ _ MAIN FF. LINE TITLE • g�ILD /Nc SIDE ELEVATIONS GRADE LINE GRADE LINE ROOF PLAN (A55UMED) (A55UMED)SANFORD DETAILS '-- RIGHT ELEVATION U w."." ".tl R 1 fi- 1 6 2 2 ELEVATION "A" GARAGE RIGHT ja DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. —� EST. 1994 ezzz— GRADE LINE GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION VA ,,, 5CALE: 1/8" : 14° • 0 ® • s ,® c* • Z °.- Lu Lu s Q 12 12 ro 5HINGLE 12 Q6 1�� ®�j�O••°� .e• ® ®®®� ROOF 6 _~SHINGLE PLT. HT_ ROOF - PLT. NL _ STUCCO5TU000 ZIP FINISH T FG. F.G. * FINISNCID Z 12 5ECOND F.F. LINE 4t— 5HINGLE all 5ECOND FF, LINE T.OM. ROOF T.O.M. "' TEXTURED "' FINISH �! TEXTURED FIN15H `r MAIN FF. LINE 1L --TEMP. _ _MAIN F.F. LINE_ GRADE LINE GRADE LINE (ASSUMED) (455UMED) REAR ELEVATION 0 5CALE: 1/8" = 1'-0" ' M pC (6 1 12 6 0 6 12 /SHINGLE 12 6 5HINGLE ROOF ROOF PLT. NL PLT. HT. <-/5TUCCO /STUCCO /STUCCO 6 12 ;7 FINISN 7 5HINGLE 12 FINISN 7 �l a4 �l 5ECOND FF, LINE `-SHINGLE ROOF • g 5ECOND FF. LINE gSECOND FF. LINE - ROOF - - T.O.M. /� T.O.M. M 2,411 Z EXTURED /TEXTURED @ TEXTURED _ 2585 TYP. FIN15H co FIN15H 7 a, FIN15H 6�, • AT SIDE5 �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ - _ _ _ _ MAIN FF. LINE TITLE • g�ILD /Nc SIDE ELEVATIONS GRADE LINE GRADE LINE ROOF PLAN (A55UMED) (A55UMED)SANFORD DETAILS '-- RIGHT ELEVATION U w."." ".tl R 1 fi- 1 6 2 2 ELEVATION "A" GARAGE RIGHT F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING T EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER CORNER PATCH MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE / EXTERIOR SHEATHING 15/32 O.S.B. SHEATHING i FAX W W W.DAVISBEWS.COM TAMPA •DENVER -�-� EST. 1994 ��- r� J��O TAPE / 2X4'S @ 16" O.C. BRG EXT WALL , BUILDING WRAP BEYOND FLASHING TO EXTEND 36" N r= .� 2 � PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND E � (ASSEMBLED FLASHING UNDER S.G.D. AS 2" 7/16" O.S.B. SHEATHING EXTERIOR FINISH � SHOWN, PROVIDE -1" BEAD OF BUILDING WRAP BEYOND PER BUILDER FLASHING CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING FLASHING. PROVIDE FLASHING UNDER THRESHOLD OF DOOR AND DECK FLASHING. I BOOT AT POSTSLm Lo AND RETURN UP JAMB 6" . USE I CEMENT PLASTER STOP #3 BUILDING WRAP TO GO OVER FLASHING LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING i EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE i PER BUILDER i FLASHING i #2 I FLASHING 7/16" O.S.B. SHEATHING OVER BOTTOM ' NAILING FLANGE FLASHING. INSTRUCTIONS: PROVIDE SELF ADHERED NOTES: SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER LAPPING DOWN OVER RIM JOIST 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE AND UP WALL BY 6" 20" FLOOR WATERPROOF MEMBRANE TRUSS i JOB NUMBER 26002.095 • FLASHING TO BE FLEXIBLE SELF i 2X8 TRIM BOARD CAD FILE NAME LOT 173 j #1 ADHESIVE TYPE (MIN 6" WIDE) j ISSUED 05-17-16 REMISED PRECAST LINTEL STUCCO "J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" ° SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY @ 24" O.C. MAX �° 24" FLOOR TRUSS �e TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8' CMU BLOCK • :TEXTURED EA. JOIST AND EXTERIOR SHEATHING CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING T EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER CORNER PATCH MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE / EXTERIOR SHEATHING WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE } DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, F1.oRIDA 34677 813, 92S .1300 TEL 813. 925.1800 i FAX W W W.DAVISBEWS.COM TAMPA •DENVER -�-� EST. 1994 ��- r� J��O TAPE / rMl�� , SILL PLATE N r= .� 2 � o� Co E � (ASSEMBLED � N �oltj� � 1 WINDOW) FLASHING , 2 i i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE } DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, F1.oRIDA 34677 813, 92S .1300 TEL 813. 925.1800 x ro FAX W W W.DAVISBEWS.COM TAMPA •DENVER -�-� EST. 1994 ��- r� J��O 0 rMl�� , �� N r= .� PJM � o� Co E � � N �oltj� � ZN�a WITH SECTION R702.7 OF THE CODE. ``e��r►►illcri� R703.2 WATER -RESISTIVE BARRIER `��`s•1••`°p•.. ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ��'W ti. ` ® !N ® � ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF a cv _" ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED ER ; v lw �W THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT a z THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND � s •"•haaa®•a TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING " APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING " �},cm COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR � y FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT � COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND :707 CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND (n TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE. WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR � PROTECTION AT THE HEAD AND SIDES. M oC1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. �\ 1 � 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.. 0 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„ OR FMA/AAMA/WDMA 300. >= 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. J • 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE • EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TITLE • 7. AT BUILT-IN GUTTERS. �u„LD;Hc FLASHING DETAILS SANFORp - R7M�r� - #1 6-1622 • SHEET • FLASHING DETAILs FAX W W W.DAVISBEWS.COM TAMPA •DENVER -�-� EST. 1994 ��- SNEATNING EXTURE IN15H COAT 3ROWN COAT iCRATCN COAT ELF -FURRING .ATN 'WO LAYERS WRB JEEP 5CREE0 'EWINATE SELF ONE5IVE FLA5HING J LOWER N05E OF 1.W.W.5. SELF ADHESIVE LA5HING 1A50NRY BLOCK ALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING " - ° / /1 / WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ,,,— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOOAR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT 01 f1hC FLASHING t SELF—ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MAI 1 L%UMA rU1K1n ASPHALT SEALANT: EXTEND MIN. 6" � OUTSIDE OF FLASHING / 6" Z DIVERTER FLASHING M1'l's DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ::::°.::yaa., ° HOLD EXTERIOR ° FINISH 2" ABOVE :�..;:. a.' ejROOF FLASHING ll CAULKING ° FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE �— FASCIA FIGURE 3: CORNER DETAIL CEMENT PLASTER IN--\ ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE _ EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD < > *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS _ CEMENT ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER SHEDDING LAPS OVER BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR EXTERIOR DOOR WITH DECK INSIDE CORNER EXTERIOR TEXTURED, PAINTED 0164, x ro MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EST. 1994 ez�- 3/4'A" BEAD OF CONSTR. SHEATHING 0 INSTALL SELF -ADHERED ASPHALT BASED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 6" X 18" H GALV. ADHESIVE TO BE APPLIED UNDER 1 FLASHING JAMB & HEAD NI THROUGH SELF -ADHERED FLASHING CONT. THRESHOLD OF DOOR AND RETURN BEHIND FLASHING FLASHING SEE ALL LEVEL VALLEY VERTICAL WALL FLASHING SELF -ADHERED FLASHING �`JM AND EXTENDING A UP JAMB 6". USE LIQUID NAIL BRAND ROOF FLANGED MINIMUM OF 6" ABOVE co 01 .0 -0 SHINGLES w� w= OR EQUAL WEATHER PROOF CAULKING SEE DETAIL W OW 00g FLASHING AT KNEEWALL �4a 4 J N _ 0 `0 0 6" X 18" H GALV. LL �- FLASHING CONT. N SEALANT SCORED RELEASE PAPER ROOF MATERIAL PER ELEVATIONS WITH APPROVED MAI 1 L%UMA rU1K1n ASPHALT SEALANT: EXTEND MIN. 6" � OUTSIDE OF FLASHING / 6" Z DIVERTER FLASHING M1'l's DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ::::°.::yaa., ° HOLD EXTERIOR ° FINISH 2" ABOVE :�..;:. a.' ejROOF FLASHING ll CAULKING ° FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE �— FASCIA FIGURE 3: CORNER DETAIL CEMENT PLASTER IN--\ ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE _ EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD < > *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS _ CEMENT ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER SHEDDING LAPS OVER BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR EXTERIOR DOOR WITH DECK INSIDE CORNER TRUSSES AT 24" O.C. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL FzOOF �EGK • ° Ty�Fgstiitic ° 01, 2 /,y /i Sy pEcK < � o TYPICAL ROOF TO Rgti ��'0 2' S� = �Np��`P`M�N� \ \ ROF a 040 ,P epGE se WALL FLASHING DETAIL F9 9T1)rj��` 5�N GOJR4 N GOVRS� 3Rp GOVRSE uRS�\ MEQ P�pR GO �SE 2Np �S4 co \ RAKE METAL 22 z9 5 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. REMOVE —' FIGURE 4: VALLEY DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" TEXTURED, PAINTED 0164, x ro -m =T AS EST. 1994 ez�- EXTER. WALL FINISH 0 ASPHALT BASED :IED ROOF CRICKET: 6" X 18" H GALV. 1 SEALANT APPLIED NI MIN: 3:12 SLOPE (REQUIRED AT FLASHING CONT. BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP �`JM AND EXTENDING A LOCATIONS) AT ENTRYz ROOF MINIMUM OF 6" ABOVE co 01 .0 -0 SHINGLES w� w= VERTICAL RISE OF ACS � Y `V ' 00g FLASHING AT KNEEWALL �4a 4 J N _ 0 `0 0 6" X 18" H GALV. LL �- FLASHING CONT. N SEALANT ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES \ SHINGLE PER CONTRACT FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL FzOOF �EGK • ° Ty�Fgstiitic ° 01, 2 /,y /i Sy pEcK < � o TYPICAL ROOF TO Rgti ��'0 2' S� = �Np��`P`M�N� \ \ ROF a 040 ,P epGE se WALL FLASHING DETAIL F9 9T1)rj��` 5�N GOJR4 N GOVRS� 3Rp GOVRSE uRS�\ MEQ P�pR GO �SE 2Np �S4 co \ RAKE METAL 22 z9 5 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. REMOVE —' FIGURE 4: VALLEY DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. / NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER I,_-7116" O.S.B. SHEATHING - -- - METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 1021»[1 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 0164, x ro -m 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • L?Er4VER. EST. 1994 ez�- N40, 0 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. / NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER I,_-7116" O.S.B. SHEATHING - -- - METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 1021»[1 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED I I FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED x ro 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • L?Er4VER. EST. 1994 ez�- r- 0 J0 Lo 0 O to JMI•W 1 0 �`JM CALL• • o co 01 .0 -0 w� 0 O ACS � Y `V ' to �4a 4 J N _ 0 `0 0 LL ZaLle 2 1/2" PERFORATED I I FLANGE 1/2" WEEP SCREED JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED I METAL FLASHING I 1 1 IV/ -A" V /1LLL 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO �ING WALL FLASHING DETAIL PLAN VIEW SANFORD THESE DETAILS ARE GENERIC AND MEANT OF # 22 TO SHOW GENERAL FLASHING AND � LAS G DETAILS WATERPROOFING METHODS TO BE USED. N7.5. QIE I DAVIS B EWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • L?Er4VER. EST. 1994 ez�- I METAL FLASHING I 1 1 IV/ -A" V /1LLL 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO �ING WALL FLASHING DETAIL PLAN VIEW SANFORD THESE DETAILS ARE GENERIC AND MEANT OF # 22 TO SHOW GENERAL FLASHING AND � LAS G DETAILS WATERPROOFING METHODS TO BE USED. N7.5. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. EL ECTfi�'f CAL. AGE"' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) 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 A50VE FINISHED FLOOR - SWITCHES ... LOORSWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEV1510K ..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 AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF -I) b. IT IS THE KSPON6151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.4.10, N.E.G. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N 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 LA55LED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. W.P. I II A/C DISCONN. IM[U rAl. HORIZ MAKE-UP LIGHT G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE W.P. G.F.I. FOR 4/0 ALU. CABLE MAIN DISCONNECT MER A/C DISC. COMBO - SQUARED EST. 1994 F�=— COACH TYP, 014 AND 12 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED ��M PANEL 10 COPPER TO ELEC. At AT 48" WATER NEATER UNDERGROUND PANEL 08 COPPER TO RAISE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD 0 0o ALSO SERVICE TO BE BONDED AGE TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. EL ECTfi�'f CAL. AGE"' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) 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 A50VE FINISHED FLOOR - SWITCHES ... LOORSWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEV1510K ..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 AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF -I) b. IT IS THE KSPON6151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.4.10, N.E.G. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N 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 LA55LED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. W.P. I II A/C DISCONN. IM[U rAl. HORIZ MAKE-UP LIGHT G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE 'Z`0 VC SANFQRD #16-1622 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT W.P. G.F.I. FOR T.U.G. SERVICE 150 STATE STREET EAST OLDWAR, MORmA 39677 813.925.1300 TEL 813.975.1800 FAX W W W.DAVISBEWS,COM TAMPA • DELIVER. EST. 1994 F�=— COACH 0 0 1 _IMI�� LIGHT 200 AMP ��M ELEC. At AT 48" PANEL --- IR---- >'jm �.°�. 0 0o �� r AGE 0-j c 1 � I LL Y C4 to ro J �r 4j . 00 ZN�v I � I I I I II L----- r GF.I. COACH AT 48" LIGHT 'Z`0 VC SANFQRD #16-1622 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED x ro w 150 STATE STREET EAST OLDWAR, MORmA 39677 813.925.1300 TEL 813.975.1800 FAX W W W.DAVISBEWS,COM TAMPA • DELIVER. EST. 1994 F�=— to 0 0 to 00 0 0 1 _IMI�� ��M Y/ L >'jm �.°�. 0 0o �� r 0-j c E LL Y C4 to ro J �r 4j . 00 ZN�v JOB NUMBER 26002.095 CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED 2585 • TI TLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • 41- DAVIS B EwS DESIGN GROVP 150 STATE STREET EAST OLDWAR, MORmA 39677 813.925.1300 TEL 813.975.1800 FAX W W W.DAVISBEWS,COM TAMPA • DELIVER. EST. 1994 F�=— 2585 • TI TLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • LECTfRICAL <E` DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 06. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN (p. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR SMOKE / sD ONE (OPTIONAL). COMBO DETECTOR TEL M TELEVISION (OPTIONAL.) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1> ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) 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) TELEV1510K ..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 AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF:C.I. PROTECTED (GF -U. 6. IT IS THE IESPON51BILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, MEL. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 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. G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FANS TO BE HARD -WIRED PRE -WIRE * * * * * * * • JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED •c x m 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER EST. 1994 F-- - ro J�to0 Oco i fA DW�M YI > > JLm N p` iL M 00 aN 0-j C0 3�E [LY0 J m 00 ch ZNLd' • JOB NUMBER 26002.095 • CAD FILE NAME LOT 173 ISSUED 05-17-16 REVISED 2585 �UttrplyG SANFOpo • TITLE • UPPER FLOOR ELECTRICAL PLAN #16-1622 . UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • SHEET • s DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER EST. 1994 F-- - 2585 �UttrplyG SANFOpo • TITLE • UPPER FLOOR ELECTRICAL PLAN #16-1622 . UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • SHEET • ME I AL WA I INUb FUK U5L WI I H HKL55UK1= I KLA I LU WUUU GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEXMETAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL OF DRAWINGS RAVIV FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES W OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ~ SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE J TERMITE TREATMENT ' (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. - -- - 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES z THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. LU PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES IX CONSUMER SERVICES S3 DOWEL PLACEMENT PLAN 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR d Z SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT o O CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4 FIRST FLOOR FRAMING PLAN N a 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERALz _ 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S4.1 NOTES & CONNECTOR LEGEND 0 THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. D PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN w W 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. = W CONFORMING T3 WELDED WIRE FABRIC HALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHASTM A-615 GRADE 40.ODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN `O DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE LU WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHINCALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD S D 1 FOUNDATION DETAILS 0 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 0 REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. S D2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANSS D3 GENERAL DETAILS m � j BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BYS D4 GENERAL DETAILS 0 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. I= 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: SD5 TWO STORY DETAILS J CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF R LL W BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) �+ L �+ LL t�`\,®�f i1 �1 iffil�' CL 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) S D6 TWO STORY DETAILS veeeeLQb� ••,•�."® '��P> � CN 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) z `��,�Q►�,®•.• ."• o® W o se FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS �••" Q �- � i z se Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS. �� O •-(x U t* - OR COPPER. FASTENERS SMALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) W N s�.1 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES W -� • 0 l • < _ Q :� OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. .. O �° "< R ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: '' y ••• � ��� J O MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUMBER DATE DESCRIPTION '., "••••®•®•®" �,.`` L GENERAL LOADING: O �i P tv ♦ee` 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, J oio���l ATTIC WITHOUT STORAGE = 10 PSF C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF 1 5/9/2014 CREATED ELEV. A, B, Q PSI (fm = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF WITH MASTER 2 AND WITH BONUS & MASTER 2 = 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 H GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 .GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/$/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES W o 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE W -ADDIT L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS w44 " SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL �0 . 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA CREATED ELEV. C W/ BONUS - TRUSSWAY d"�� "' FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/1$/2014 -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TRUSSES 0 Q o PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS U 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 0 . LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES z' z . WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) - Q � c O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR cl � o POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND w +� 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. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0 MAX AND 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 0- COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP MASTER PER BILL YOUNGMAN'S REQUEST a v' U 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 U� UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. LLo yti) 0 -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 O Z 10. MASONRY ROUGH OPENIN... 11. GROUT STOPS SHALL BE TOLERANCES - 1/4" TO + 1/2" Z PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15 -0 O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PER TB -56 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 O_ Q m CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. U) -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 0 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. af 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT w CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). of V J -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12dUj 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES THEN WOOD CONSTRUCTIONI 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD, CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY 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 -13 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 STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH , BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 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 ¢1/21', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. 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). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 6 4 ��4 a 5 5 Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS I- (� Z C-6 � J (D LL O Z 00 z< I- O Q 0 v D oa J V F- W H Z F- O w� U I-, o W O = U C) Q z 0 W 0 CL2 z O Z O M 11 0 F ti z U' W Z J O 0 1� J z _ 00000 04 m O F- O W Z z L) 0 O Fn Q Fa-�F- 0 U) LU STRUCTURAL ENG CFG / BAD H U DRAFTING: H -STRUCT: AML J QC CHECK CC OFO Q . ._.-. P JOB No. TM - 2152301 z LU SCALE: AS INDICATED 0 W DATE: 06-03-2016 --- W Ln # 1 6- 1 6 2 2 In it (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 1 V COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 0 M 00 co 0 Z 0 �O LL LO > O N FOUNDATION NOTES: NO WOOD STAKES PERMITTED IN FOUNDATION. 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. J 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL Z (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR O EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. DETERMINE STEP LOCATIONS IF REQUIRED COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Z ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD LAP SPLICES SHALL BE NO LESS THAN 25". FOOTING STEP DOWN AND CORNER INFORMATION. O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR G RECESSING DOOR SILLS. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. SHALL BE (ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH FOOTING SIZES PENDING DEPTH OF STEMWALL C 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. D 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIO FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE J 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Z DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO O SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, DETERMINE STEP LOCATIONS IF REQUIRED COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 FOOTING STEP DOWN AND CORNER INFORMATION. O >� G 9. NO WOOD STAKES PERMITTED IN FOUNDATION. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIO FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE J 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Z DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO O SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, DETERMINE STEP LOCATIONS IF REQUIRED COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 FOOTING STEP DOWN AND CORNER INFORMATION. O >� G 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND SHALL BE (ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH FOOTING SIZES PENDING DEPTH OF STEMWALL C PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION C 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER z COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIO FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE J PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Z FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. O SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS F BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PS F. O >� G 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO L DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND c FOOTING SIZES PENDING DEPTH OF STEMWALL C C M C FOOTING SCHEDULE J i 0 dp w/ #5's EQUALLY SPACED EA. l� C O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. C 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. j 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. C 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. c BARS & 3" MIN. COVER TO EDGE OF CONC. 00000 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. N 321.x32"x12" dp w/ #5's EQUALLY SPACED EA. C 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. L � BARS & 3" MIN. COVER TO EDGE OF CONC. - dp w/ #5's EQUALLY SPACED EA. Z O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. C 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. G 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. G dp w/ #5's EQUALLY SPACED EA. J L 4O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. STRUCTURAL ENG: CFG / BAD 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. < BARS & 3" MIN. COVER TO EDGE OF CONC. C dp w/#5's EQUALLY SPACED EA. C O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. F CC SYMBOLS LEGEND L = JOB No. C e INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). C • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. C C TO TIE BEAM. < 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. C L �)\u I/VQ SANFORD #16-1622 FOUNDATION PLAN 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, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q J N W D W 0 01IKIM J z � J Z i O J J L LU O >� H C W W W C 0 oW (') �Ra',, 06� z�� J Oa U Uj O� 2 �i s2 J a o Z O M AI J i 1✓f 11 l� i ZOO - 0 c 00000 N � m _ 0 W Z J �U 0 Uj a �0 J J STRUCTURAL ENG: CFG / BAD _ ..DRAFTING:---------------------------- -STRUCT AML QC CHECK: CC = JOB No. TM - 2152301 U SCALE. AS INDICATED 0 0 DATE: 06-03-2016 �i s2 it I .I I i s I I 1'-4•, V/ V 8'-4" 4'-4" V 4'-0" V 4'-0" V 4'-0" V 4'-0" V 2'-0" V 7'-0" y T-4" L#, 6'-8" V 6'-8" 5'-8" SYMBOLS LEGEND Lu ■ 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. F- Z m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT, W W z v O 0 N J— Z a 0 U W W to W 0 0 (.0 Z_ 5 m LLJ O ca JC= LL i� W d eeeeurlirrri� t- (I: Z/�®ss®�oes� W 6 � = U C-4 ®. J a 00, 71-011 W z y► Op - J O yy 3? % J J LLQ W • (r� oCY) OU_ f C)w U . f 6 Q U o O C6 LIJ a. _,, ,, U U E Z a0 O afCL W o U z Z WcD F- � o o ZZ W °6� LL o V z�� o Qz.J L) Z a O J O W J Q L4 F = W w Z��� o W� � USO 0 LL] U fn U Q z 0 W G7 a z Q Q z OM J H 0 r Z w Z J O O oe: _j z 0�—COW LO 0 �_ O0O 3 M O O .I z � LU LL W w�0 O — wQ l4— I=- 0 � cn �- w a_ g LDI/V' , STRUCTURAL ENG. CFG / BAD O DRAFTING: SANFORLi STRUCT: AML QC CHECK CC 6 2 4 Z JOB No. TM - 2152301 C� - W SCALE: AS INDICATED O W DATE: 06-03-2016 DOWEL PLACEMENT PLANU) 1/411=11-011 ~E 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 7'-0" wo iii M I.F 4'-8" -I 1 1, T-2`1 1,2'-4" 1, 3'-4" I, 3'-8" 1, 3'-10" 1, 4'-4" 1, T-4" 1,1'-8" 1, OV J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 off, OW ,.._.,. U -4 ❑ Z 06 �-�— Q z a J W LL O Q z ~ IYr W 11 a: O F- p O 0V- LU U I— F' J LL 3: N LU W ~ LU z J O O F-� _ OC/) Z Q '''_ LIJ J W W >- Z - f " 1 Q Q -- H W OV J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 off, O OW ,.._.,. U -4 ❑ Z 06 �-�— Q z a J W LL O Q z ~ O OW ,.._.,. U -4 J p W �-�— z a J W Q z IYr W 11 a: O F- p O 0V- LU U I— F' J LL 3: N LU W ~ LU z J O O F-� _ OC/) Z Q '''_ LIJ LL W W >- Z - f " 1 ��II �fro-�J z OW ,.._.,. U -4 a W Q z IYr O M 11 a: O 00 p z 0V- 3: N F- LU z J O O F-� 0 J Z FIRST FLOOR FRAMING PLAN ILD /�C 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND "FORE) # 16 - 16 22 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Iz— OW -4 z W Q Y IYr a: O 00 p F- 3: N m O F-� 0 J Z Q LIJ LL W W >- O - w Q W STRUCTURAL ENG: CFG / BAD ~ U DRAFTING: F- F- -STRUCT: AML U) --- -- J QC CHECK: CC F- JOB No. TM - 2152301 Z - --- w SCALE: AS INDICATED U) W DATE: 06-03-2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BWZ 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) OR 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW3 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 & 5" EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 5 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO 3'-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 pif Mrd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET s 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'x2a' TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) pO (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 44 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O FRAME TO FRAME 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING 5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED 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 AO (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN pO (2)2X6 SYP#2 BUILT UP STUD COLUMN OE (3)2X6 SYP#2 BUILT UP STUD COLUMN OF (2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 44 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. O3-1/2"x11-7/8" LVL COLUMN. O FRAME TO FRAME O H 10A 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 WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 312" 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 IPER 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 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x2"' ❑META16 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 0 a (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 H 10A w/(18)10d x 12" NAI LS OR FRAME TO FRAME H 10A 1015 H 10A 1340 J (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12' NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 5 (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 & 0000 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 7D MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 > � 8 � MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4'x2a' TAPCONS El HTT4 w/(18)16d x 22" NAILS & 8' 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 & 5 � a°O= 10 HGT-2 w/(16)10d NAILS w/$" 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)1Od 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 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8 " EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT - JOB No. TM - 2152301 19 HTT4 w/(18) 16d x 22' NAILS wA" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 J DATE: r 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 IRDER 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 .0 . a TO POST: SIMP. HTS20 OR LSTA18 0 7Z i Z TO BEAM: SIMP. HUC48 w/(14)16d NAILS > OW (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x2"' LU r/� : LU v, PLATE TAPCONS j ~ I - W0 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 0 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 0 J TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 0000 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d N 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 B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x2a' TAPCONS Z ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 5 � a°O= (10) 10d NAILS B3.5x16 (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 a ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL J STRUCTURAL ENG: CFG / BAD * NAIL TOGETHER USING (3) ROWS OF 12d NAILS DRAFTING: @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL -STRUCT: AML " 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.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE TFC-,:,," PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE 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: 1F THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.G. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES A'RE 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 2" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTO COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited W Q LEGEND . l 1/4"=11-011 c SANFORD #16-622 Ti .0 . a 0 7Z i Z Z > OW J C.7 > „x 1 � 1 W LU r/� : LU v, . �W j ~ I - W0 0 W zJ D LEGEND . l 1/4"=11-011 c SANFORD #16-622 Ti I S4. 1 W . a 0 7Z i Z Z > OW U C.7 > „x 1 � 1 W LU r/� : LU v, . �W j ~ I - W0 I S4. 1 . a z O ch u 0 zJ O 0 J R 1 0000 N > � m ~0 W Z 5 � a°O= 5 p F-2 a J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC - JOB No. TM - 2152301 J SCALE. AS INDICATED J DATE: r 06-03-2016 I S4. 1 oI? J08 J09 J10 J11 J11 J10 J09 J08 (n W W ,z o 0 N o �= U W W W O z m LLI o � a 1 LL ,py O a. W CY o • W z z o`er U O " J Of w O O W Q � 2 )i ( EXTERIOR FRAME WALL 0 SCHEDULE (TAYLOR MORRISON) ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALLS WITH PLASTER OR STUCCO FINISHES CL WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE LL O C� � Q z 0 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX c..) , 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES J 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEAT CKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1✓#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. z W ❑ (n W W ,z o 0 N o �= U W W W O z m LLI o � a 1 LL ,py O a. W CY o • W z z o`er U O " J Of w O O W Q � 2 )i ( EXTERIOR FRAME WALL 0 SCHEDULE (TAYLOR MORRISON) ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALLS WITH PLASTER OR STUCCO FINISHES CL WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE LL O C� � Q z 0 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX c..) , 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEAT CKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1✓#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. (n W W ,z o 0 N o �= U W W W O z m LLI o � a 1 LL ,py O a. W CY o • W z z o`er U O " J Of w O O W Q � 2 )i ( r�+ 0 LU ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B O CL W , LL O C� � Q z 0 M O rya c..) , ROOF FRAMING PLAN (SANFORD 1/4"=1'-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND #16- 1 fit '4A COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Zz Q r�+ ` C O LU O CL U * ""� LL O C� � Q z 0 O rya W W U Z Z Q (D ❑ 0 a 0 o Z_ z O 0 Q zQ W LL = J LLz���� �0 ° ~O z Q LU ❑ LLI It _ O Q z LU O CL z Q oz J O M on, 0 z (D � T- 3: zoo OW z � OC X_ 0000 S � N m F- O J Z o V �LU LL z LU O Fn 930 Q HSN LU � cn �- W STRUCTURAL ENG. CFG / BAD O DRAFTING: H F--STRUCT: AML J QC CHECK: CC H JOB No. TM - 2152301 Z - W SCALE: AS INDICATED 1,1 DATE: 06-03-2016 S4.2 CONTRACTOR TO — VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a af LU CL 0 W i z O Q — 9 AT CORNERS PRECAST "U" METAL LATH OR PROVIDE LINTEL W/ 3000 WIRE SCREEN STANDARD #5 psi CONC. PER OVER COURSES HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO OTHER BARS INTO REBAR IS BE FILLED. CORNER AS REQ'D INDICATED IN (SHEET METAL & LINTEL, #5 TO BE '. PAPER FELT 10" HOOK HOOKED INTO PROHIBITED) SIDE VERTICALS 4 AT ae- - d ldl °• �'�•d ° d e ROUGH OPENING PER PLAN A d d e •• SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE d LENGTH J, BEND 0 LENGTH e AND LOTT'S CONCRETE ° . NO -SHEAR WALL AT OPENING "D„ ° ' TYPI AL SHEAR WALL SEGMENT A. .. A 41/4 4o 4 A.d j .l..e 'd #4 21/2 5 5/8 91/2 20 n ° 121/2 °. 1d TRANSOM OPENING 7 I• 25 33/4 7 1151/2 ed #6 1 33/4 81/16 14 30 1 41/2 81/16 181/2 FRAME INFILL ARO64a, #7 ' 9 13/16 d 35 1 51/4 °.e. d Od '. {° 1694/1694 d d 5499/5421 SEE WF01/SD3 FOR 2'-8" 1425/1425 :'' ' ' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D > Cn 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. MORE INFO I• ae- - d ldl °• �'�•d ° d e ROUGH OPENING PER PLAN A d d e •• TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE d LENGTH J, BEND 0 LENGTH LAP SPLICE AND LOTT'S CONCRETE ° . NO -SHEAR WALL AT OPENING "D„ ° ' TYPI AL SHEAR WALL SEGMENT A. #3 A 41/4 LINTEL PER PLAN . ^•, ;� 4 A.d j 91/4 'd #4 21/2 5 5/8 91/2 20 3 55/8 121/2 °. #5 TRANSOM OPENING 7 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE d LENGTH J, BEND 0 LENGTH LAP SPLICE AND LOTT'S CONCRETE ° . NO -SHEAR WALL AT OPENING "D„ ° ' TYPI AL SHEAR WALL SEGMENT A. #3 17/8 41/4 LINTEL PER PLAN . ^•, ;� ':z.: A.d j 91/4 'd #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH J, BEND 0 LENGTH LAP SPLICE AND LOTT'S CONCRETE „Ar, „B„ „/'", "D„ „A„ "Br, „C„ A. #3 17/8 41/4 LINTEL PER PLAN . ^•, ;� ':z.: ` j 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 TRANSOM OPENING 7 113/4 25 33/4 7 1151/2 30 #6 1 33/4 81/16 14 30 1 41/2 81/16 181/2 FRAME INFILL ARO64a, #7 1 43/8 9 13/16 16 1/2 35 1 51/4 9 13/16 'WINDOW BY BUILDER STRENGTH = 1900 PSL {° 1694/1694 SEE FOUNDATION 5499/5421 SEE WF01/SD3 FOR 2'-8" 1425/1425 :'' ' ' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D > Cn 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. MORE INFO 3'-0" 1230/1230 2769/2769 4085/4085 `r ) J 3'-4" 1081/920 ON EITHER SIDE U.N.O. 4085/2839 Q LINTEL DESIGNATION SCHEDULE 41-4" 846/833 2121/1716 3127/2839 J 0M u � 5'4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / Z -1 6'-4" 526/434 1539/1539 1329/2267 0W _j� MARK REQUIREMENTS (2) 2X8 WOOD HEADER pW 7'-4" 480/322 1334/1334 1964/1552 '• • :•' TURNED SIDEWAYS. ' LO 8'-4" 415/235 1152/1152 1694/1552 FIRST PLY 2X8 TO •; ;`: 8RF6-1 B/1T 81=16-1 B /1T BOTTOM OF LINTEL CAVITY �.iZ MASONRY WALL W/ F- OWE DOOR OPENING O 1.7 ` SIMPSON HUS26 HANGER 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER F- 2 1-- QUANTITY OF #5 REBAR AT TOP J ) .;;..: @ EA. END. W/ (6) 3/16" Ox 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT ^ CL 1-3/4" TAPCONS INTO J NOMINAL WIDTH ENG: CFG / BAD MASONRY & (4) 1 O X 1 8F16-1B/1T 1/2" NAILS INTO HEADER. TYPE DESIGNATION 2ND PLY TO 1ST PLY W/ -STRUCT: AML QC CHECK: CC : JOB No. TM - 2152301 1 O STAGGERED @ 6" 0. C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE AND LOTT'S CONCRETE „Ar, „B„ „/'", "D„ „A„ "Br, „C„ „D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 1151/2 30 #6 1 33/4 81/16 14 30 1 41/2 81/16 181/2 36 #7 1 43/8 9 13/16 16 1/2 35 1 51/4 9 13/16 213/4. 42 ° 4 Q a #3=2Y2" a #4-2%2' d ° + 4° #6=3„ '1 a' d ° d #7 = 3 Y2" ° .. de' d 01 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8 INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING " x 8" x 16" CMU U.N.O. 0 M '-8' T-2" L 7'-4" SAFE LOAD TABLE NOTES H 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED h LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. C 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY C L CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 SUPPORT. C C e 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. = 9. ALL SAFE LOADS IN UNITS OF POJNDS PER LINEAR FOOT. I C LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1$0° HOOK LINTEL PLAN- \LD/iy01 1/8"= 1 1-011 4DO REBAR SPLICE DETAIL SANFORD SCALE: 3/4" = 1'-0" O�PA RT��r� #16- 22 COPYRIGHT MCD 2014' The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN OF WMR & ASSOCIATES LLC Any use duplication or transfer of these documents without the expressed written consent of MONTH CONSULTING & DESIGN OF WMR &ASSOCIATES LLC is strict) rohibited PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS �� STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -1113/8F24-013 8F32 -113/8F32-0113 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. �� ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS z� i I i i V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/81073. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567 / 454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 1 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 2• f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 2'-8" 1425/1425 3343/3280 4933/4933 > Cn 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 3'-0" 1230/1230 2769/2769 4085/4085 ) J 3'-4" 1081/920 2769/1716 4085/2839 Q LINTEL DESIGNATION SCHEDULE 41-4" 846/833 2121/1716 3127/2839 J 0M u � 5'4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / Z -1 6'-4" 526/434 1539/1539 1329/2267 0W _j� MARK REQUIREMENTS U = UNFILLED R = RECESSED pW 7'-4" 480/322 1334/1334 1964/1552 OU)�C QUANTITY OF #5 REBAR @ ' LO 8'-4" 415/235 1152/1152 1694/1552 N m O 8RF6-1 B/1T 81=16-1 B /1T BOTTOM OF LINTEL CAVITY �.iZ F- OWE O 8F8-1B/1T �— 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER F- 2 1-- QUANTITY OF #5 REBAR AT TOP J ) 0 8RF14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT ^ CL J NOMINAL WIDTH ENG: CFG / BAD O 8F16-1B/1T ) TYPE DESIGNATION -STRUCT: AML QC CHECK: CC : JOB No. TM - 2152301 J SCALE: AS INDICATED 1 DATE: 06-03-2016 S5 E 0 8RF14-OB/1T O 8F16-0B/1T 1-1/2" CLEAR 0 8F20-1 B/1 T _j 0 _ #5 REBAR AT TOP MIN. (1) REQ'D 0 H 8F20-0B/1T U _j Qz 0 8RF22-1B/1T C.M.U. Qg e GROUT LO 0 O 8F24-1B/1T '6 z d #5 REBAR AT BOTTOM OF LINTEL CAVITY O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED 7-5/8 ACTUAL IN LINTEL (VARIES) 0 8F24-OB/1T 8" NOMINAL WIDTH FILLED 0 N 8RF30-1B/1T P 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T d. Eu - 3: #5 REBAR AT TOP MIN. (1) REQ'D f 0 8F32 -0B/1T c Q C.M.U. i O 8F38-1B/1T Z � � Ou 8F12-1B/1T- MIN. 2$° q,z O 0 0BOTTOM 8F40 -0B/1T m REINFORCING PROVIDED 7.5/8* ACTUAL IN LINTEL (VARIES) Ow 8178 -OB/1T 8" NOMINAL WIDTH '-8' T-2" L 7'-4" SAFE LOAD TABLE NOTES H 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED h LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. C 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY C L CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 SUPPORT. C C e 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. = 9. ALL SAFE LOADS IN UNITS OF POJNDS PER LINEAR FOOT. I C LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1$0° HOOK LINTEL PLAN- \LD/iy01 1/8"= 1 1-011 4DO REBAR SPLICE DETAIL SANFORD SCALE: 3/4" = 1'-0" O�PA RT��r� #16- 22 COPYRIGHT MCD 2014' The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN OF WMR & ASSOCIATES LLC Any use duplication or transfer of these documents without the expressed written consent of MONTH CONSULTING & DESIGN OF WMR &ASSOCIATES LLC is strict) rohibited > Z �� ' J z� ^ ffi J U) v W O�a Q (.5 � J �r N � W z�� H J 0 z W i LU > Cn ) J Q Uri I p Z J 0M u � � Z -1 0 ( U : 0W _j� .yj pW OU)�C ' LO 0 O c N m �.iZ F- OWE J ---) QO= �— p F- 2 1-- J ) ^ CL J STRUCTURAL ENG: CFG / BAD DRAFTING ) -STRUCT: AML QC CHECK: CC : JOB No. TM - 2152301 J SCALE: AS INDICATED 1 DATE: 06-03-2016 S5 (1) #5 FROM FTG. TO - - (1) #5 FROM FTG. TO ' TIE BEAM SPLICE TO �� a'® TIE BEAM SPLICE TO BE MIN. 25" GROUT W/ DETAILS FOR REQ'D BE MIN. 25" GROUT CELL SOLID U); CELL SOLID MASONRY WALL m ® (' <C MASONRY WALL SEE PLAN SEE PLAN CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN 2 J FOUNDATION PLAN U) LU VARIES ° SEE PLAN a' E ° �' W(� a d• e °' .-.I °,.° ...14 GRADE —I I o GRADE Z_ i� W oo fn O W ° dLL 10 29 00 9 III -11 I _ I ° - - I (2) #5 BARS CONT. I —_II I I (2) #5 BARS CONT. ' I I I I — CLEAN COMPACTED I W/ 3" COVER TYP. 3�1 CQVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL @ 95% STANDARD V-4" FILL @ 95% STANDARD DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING % 3/4"=1'-0" � 3/4"=1'-011 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 ' CONT. BAR SLOPED GROUT TO DRAIN " OPTIONAL CURB BY BUILDER CONC. SLAB PER g 8"x12" THICKENED 8 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE REQ'D MIN 4" BELOW SLAB PER (1) #5 CONT. w/ 1-1/2" IDATION PLAN COVER TYP. 10 e 011-1/2" COVER TYP. CONC. SLAB PER 21/4" FOUNDATION PLAN CONCRETE SLAB PER w FOUNDATION PLAN w Z 2x PT SILL PLATE a. n- Uj ° .,44: e a ° �' a ° 4 /4ij I_I I- 11 pi I l _r _1 — II -I —I__..I I L_ I_ A6F'I' 1111:.—I rI IIll IL of W N COMPACTED O (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD U COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN 4FO7� DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" W GRADE a °- ° a w ° ° °e �d a. . _''� _ _ w o n d ° 1—I 18'1 4!, _ : IDI I ,III, ,III—III I I8 I d a , ° w MM O- - _ -� a —I I I I �.—. d w I. d' LU > I I I — I I —I LD — (2) #5 CONT. w/ 3" 1'-4" o (2) #5 CONT. w/ 3'�"MIN. = I _COVER TYP. 4(2) #5 BARS CONT. i W/ 3" COVER TYP. h COVER TYP. I -I I—I I (—III -1 I I—I (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-011 3/4"=1'-0" 3/4"=1'41 ® FILLED CELL PER PLAN - -- ---- --- -' 411 GARAGE TOP VIEW A CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY „ _ BUILDER- CONCRETE 4 M .... OR PAVERS y. Co I I-_ 11--- CLEAN COMPACTED _ I FILL @ 95% STANDARD — 1DENSITY g" 3" COVER TYP. 8" x 8" THICKENED EDGE w/ (1) #5 CONT. LJCIVJI I i THICKENED EDGE @ GARAGE DOORF1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 8"CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" TOP (2) #5 x 4'-0" — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION PVC OR SCH40 SLEEVE 3/4"=1'-0" 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE CONC. SLAB PER H FOUNDATION PLAN U 2x P.T. SILL PLATE C u • � O -1 I I=1 I DI 11— • d c co =1 I IDI I I =1 I11=1 I �— ;_ _ _• :•�4 A. .'...• ISI—ISI I I—III=' c iTl — i I Ill I l i—iTi I—Ill—it I- 8" 811 I- U U CLEAN COMPACTED(2) #5 BARS CONT. w/ 3" CLEAN COMPACTED C 8" 8" FILL @ 95% STANDARD FILL @ 95% STANDARD C DENSITY COVER TYP.; AT DENSITY 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE C a a C 0 � LUL W r I W UL BEARING SLAB STEP DOWN fi FO FOOTING AT INTERIOR BEARING LU 3/4"=1'-0" 3/4"=11.0" N LU TYPICAL CORNER BAR DETAIL (TOP VIEW) TOP (2) #5 x 4'-0" — CENTERED AT PIPE PENETRATION 3/4"=1'-0" PVC OR SCH40 SLEEVE FINISH FLOOR ELEV. -I '' Z -III=1 a s PENETRATING Ile FINISH FLOOR +' GRADE PIPE PENETRATING PIPE _ _ •d' d, ".. I SEE FDN. .•. .a " ' �' • .'. '. .4 ..a 4 a PLAN FOR I- - LOOP TIE (TYP.) o I I _) '6 '' 4 �° 4' D SIZE &REINF. - z .•-:.I I =_ �— I = I -- I PIPE PERPENDICULAR TO FND — _III= - FOOTING PER PLAN M z •'.. ' �d 1=1 — = _— — = I 1= I = i TOP (2) #5 x 4'-0" —11 I I I I MI -1 I I I i I I CENTERED AT PIPE PVC OR SCH40 SLEEVE CLEAN COMPACTED PENETRATION FOOTING PER PLAN _I I= =(- FILL @ 95% STANDARD SEE FDN PLAN (SIDE VIEW) DENSITY I I I I_ FOR SIZE ( —� — a s PVC SLEEVE &REINF. I— I = _ 44 4 (FRONT VIEW) =III _ I_ D—� 1 I511 -Ell PIPE VERTICAL THRU FDN a a D �- (MF1 TYPICAL FOUNDATION PENETRATIONS I I—I I IDI I IDS I Imo' 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the express SLOPE W/ 3" COVER TYP.; @ 11-411 2 -STORY CONDITION O,0 E PER MFG " SLOPE EXT. SURFACE (3) #5 BARS w/ 20 Q C� U OR GRADE 1/4" PER WIDE FOOTING _? FCLEAN COMPACTED OOT AWAY FROM BUILDING FILL @ 95% STANDARD � z O ELASTOMERIC JOINT DENSITY z FILLER O m _co EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU > O 3/4"=1'-0" 3/4"=1'-011 a. U) u.i J UZ U)� W o C] 06 a 0 U_ z Z Z J O 0 v C — O �a o W Q = LU Z 1"� Z 0 W U� 0z W LU U. z: NJ �rr� Q Z Q W 0 z Q ° Q Z o 0 z 0 Z w Z Z 0 0 J Z M Q H x 01 M 0 00 0 'S N o 0 J Z J W 6 �4 01 W 0 W STRUCTURAL ENG CFG / BAD U DRAFTING. f— -STRUCT: AML U __. Q QC CHECK CC Z JOB No. TM - 2152301 _._ SANEORD W SCALE AS INDICATED -' - - - -- (D DATE: 06-03-2016 Q`pARTM� NOT USED -' 6 2 2 SD1 led, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0LLVERIFY a'® W/ DETAILS FOR REQ'D U); > m ® (' <C - U STEEL AT 2 STORY LOCATIONS +" .J — W-: " w 1" 2 J �N a '. A ° as M MASONRY WALL SEE PLAN W®� eta , �i��ee° _ d dd: d ••°' CONC. SLAB PER (1) #5 FROM FTG. TO _ I✓ ® eeee• ` "��'`�°' J O J LL % .'`' 4 d r • SLOPE FOUNDATION PLAN TIE BEAM MIN. 25 #5 CONT. :. • ' P PER MFG SPLICE GROUT CELL J REINFORCEMENT SEE �° ' .° SOLID PER PLANS 4I FOUNDATION PLAN FOR QUANTITY I_ �. 0`M`" °� =I% _ .d .r 'M . , a : #5 25" x 25" CORNER THRESHOLD PER MFG �. 4 .d. a .Q. .p. o ' ' a °° w ` x BAR, ONE FOR EA. Cl) °' d Q r, _ _ a N d ° w � —_= d. °' d a .. °' 1dM HORIZONTAL CONC. SLAB PER U ( <... d I I - OO C7 q ° a °°' q REBARI'l, TYP. U.N.O. FOUNDATION PLAN _� I — = m 0 ° d � _ ....# '. #5 BARS CONT.. III=. :O> . d ,_ _ n n o d (2) . --..III-=III—III - ai TYPICAL CORNER BAR DETAIL (TOP VIEW) TOP (2) #5 x 4'-0" — CENTERED AT PIPE PENETRATION 3/4"=1'-0" PVC OR SCH40 SLEEVE FINISH FLOOR ELEV. -I '' Z -III=1 a s PENETRATING Ile FINISH FLOOR +' GRADE PIPE PENETRATING PIPE _ _ •d' d, ".. I SEE FDN. .•. .a " ' �' • .'. '. .4 ..a 4 a PLAN FOR I- - LOOP TIE (TYP.) o I I _) '6 '' 4 �° 4' D SIZE &REINF. - z .•-:.I I =_ �— I = I -- I PIPE PERPENDICULAR TO FND — _III= - FOOTING PER PLAN M z •'.. ' �d 1=1 — = _— — = I 1= I = i TOP (2) #5 x 4'-0" —11 I I I I MI -1 I I I i I I CENTERED AT PIPE PVC OR SCH40 SLEEVE CLEAN COMPACTED PENETRATION FOOTING PER PLAN _I I= =(- FILL @ 95% STANDARD SEE FDN PLAN (SIDE VIEW) DENSITY I I I I_ FOR SIZE ( —� — a s PVC SLEEVE &REINF. I— I = _ 44 4 (FRONT VIEW) =III _ I_ D—� 1 I511 -Ell PIPE VERTICAL THRU FDN a a D �- (MF1 TYPICAL FOUNDATION PENETRATIONS I I—I I IDI I IDS I Imo' 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the express SLOPE W/ 3" COVER TYP.; @ 11-411 2 -STORY CONDITION O,0 E PER MFG " SLOPE EXT. SURFACE (3) #5 BARS w/ 20 Q C� U OR GRADE 1/4" PER WIDE FOOTING _? FCLEAN COMPACTED OOT AWAY FROM BUILDING FILL @ 95% STANDARD � z O ELASTOMERIC JOINT DENSITY z FILLER O m _co EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU > O 3/4"=1'-0" 3/4"=1'-011 a. U) u.i J UZ U)� W o C] 06 a 0 U_ z Z Z J O 0 v C — O �a o W Q = LU Z 1"� Z 0 W U� 0z W LU U. z: NJ �rr� Q Z Q W 0 z Q ° Q Z o 0 z 0 Z w Z Z 0 0 J Z M Q H x 01 M 0 00 0 'S N o 0 J Z J W 6 �4 01 W 0 W STRUCTURAL ENG CFG / BAD U DRAFTING. f— -STRUCT: AML U __. Q QC CHECK CC Z JOB No. TM - 2152301 _._ SANEORD W SCALE AS INDICATED -' - - - -- (D DATE: 06-03-2016 Q`pARTM� NOT USED -' 6 2 2 SD1 led, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. led, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL i U.N.O. BUCK c 3/8" DIA. ANCHOR ( IF OPENING PROVIDED L (1) #5 VERTICAL IN H "',V . ' THREADED RO GROUT FILLED CELL (IF PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. O� REQ'D PER PLAN) E a INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF NOTE: SEE MD08 ON 2x6 P.T. BUCK EACH ` II' SIDE OF OPENING LINTEL PLAN FOR ADDIT'L REBAR INFO DETAIL KNOCK OUT COURSE .1 _ N/ 6d NAILS @ 16" O.C. VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET ADO GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PFR 9YR •.. ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR ( IF OPENING PROVIDED L CENTERED STRUCTURAL PER PLAN) THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. O� WALL w/ STUDS @ 16" C REQUIRED WH '/16" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE KNOCK OUT COURSE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. AT TOP AND SP1 CLIPS ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED „ –24 O.C.) PT BASE PLA', ADO BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=1 '-0,. LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU �— HEADER (SEE PLAID 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW W/ WOOD 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) 'x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 " EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I� (2) 2x TOP PLATE (2) 2x PLATE ---� >x4 SPF CONT. MIN. 2x4 SPF #2 KNEE --~' WALL WITH STUDS @ 16" O.C. W/ (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ ( IF OPENING PROVIDED L 3LOCKING ATTACH TO STRUCTURAL PER PLAN) FOR BEAM SIZE STRUCTURAL MIN. 2x4 SPF #2 KNEE SHEATHING ON BOTH 2x PT BOTTOM WALL w/ STUDS @ 16" C SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF , ti 1 t 2x4 VERTICAL 24 @ W/ GALVANIZED SIDES FROM TOP OF JAILS WALL TO BOTTOM OF TOP OF WALL TO C BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER KNOCK OUT COURSE RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS -4--L AT BASE ARE REQUIRED fiF_0'�KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES 3/4"=1'-0" 12 SEE PLAN PRE -CAST LINTEL PER W PLAN I— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 J F Z W FASTEN PT 2x NAILER TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, X FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK (� 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, c (,^ STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN N Z � THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x U BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0 O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME O (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SPECS Z O - m W D O 1-011 U *%%011111 � 1►ese®�� u i r SHEATHING PER PLAN STRUCTURAL � « •«` !. w o �— TYP. TRUSS TO FRAME SHEATHIN ® N O �'. Q Z CONNECTION PER TYP. TRUSS TO FR W LIJ �"« = CC U STD. CONNECTOR CONNECTION PER 1"C; q ire � J NOTES STD. CONNECTOR W g p FRAME OUT TO BLOCK NOTES so C_ Q F EDGE AS REQ'D FRAME OUT TO BLOCK °°,►� ® •••«��o ®`r` cy J OJ EDGE O 's���I//11 �4I s®``® 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE *``Rn OR TITEN MD @ 32" (2) 2x #2 SYP SEE PLAN 2 2 #2 SYP SEE PLAN FOR BEAM SIZE (ONLY h° KNEEWALL AT UPSET BEAM A/C UNIT AND PAN MIN. 24" BY SUPPLIER i. MIN. 24" MAX 48" I i MAX 48" BLOCKING UNDER A/C SUPPORTS O x O.C. & 6" FROM EACH FOR BEAM SIZE END ( IF OPENING PROVIDED L � EXT. SHEATHING PER PLAN) PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D 4 TO TOP CHORDS OF TRUSSES BELOW WHEN (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. MIN. 2x4 SPF #2 KNEE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 2x PT BOTTOM WALL w/ STUDS @ 16" C BELOW AND CONNECT w/ HTS20 32" O.C. � @ r PLATE I O.C. w/ STRUCTURAL C , ti 1 t 2x4 VERTICAL 24 @ W/ GALVANIZED SHEATHING FROM "•• �, E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 1, I O PRECAST LINTEL OR TOP OF WALL TO C NAILS TO BOTTOM + 4 + BOTTOM OF WALL. C H A KNOCK OUT COURSE +, ATTACHED PER F A 2x PLATES OVER ROOF DECK PER VALLEY A I � '�,., � t K TO TOP CHORD; NOTE D; NAILING SCHEDULE C OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C Mfl COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE O ROOF SHEATHING FOR STRAP `. F 2'-0" ABOVE A POINT &FRAME AT BASE ARE REQ'D C KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS > SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV FOR O.H. / WITHIN 10'-0" OF THE GALVANIZED FLASHING �I O CONT. ROOF SHEATHING NAIL PER PLAN �, , NEAREST ROOF � EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D 4 TO TOP CHORDS OF TRUSSES BELOW WHEN (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 32" O.C. � @ r 2x4 FRAMED CRICKET 1 1. , ti 1 t 2x4 VERTICAL 24 @ W/ GALVANIZED , "•• �, E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 1, I O O.C. MAX. w/ (4) 10d --� FLASHING 1 NAILS TO BOTTOM + 4 + H A CHORD & (3) NAILS + 11 A 2x PLATES OVER ROOF DECK PER VALLEY A I � '�,., � t K TO TOP CHORD; NOTE D; TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID w rr WINDOW PER > FLOOR PLAN �— PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR FRAMING DET IL IF WALL HEIGHT IS (4) 16d COMMONS ELEV 0'-0" BETWEEN 4FT & 8FT, <8> DOUBLE TOP PLATE B USE 2x6 SYP #2 STUDS + + NAILED @EACH END CONC. SLAB - " � ° + SEE FOUNDATION VERT REINF. BEYOND SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I 1-+ O RAFTER C + + 16d COMMONS END i I �I I 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL ' �- - MASON R COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E 16d COMMONS END 2x4 s _� �- PLAN JO STRUCTURAL SHEATHING PER PLAN AND ROOF y NAILED TO VERTICAL FINISH PER ARCHSFIN 1 2x4's + + SEE FOUNDATION SANFORD CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO K RAFTERS w/ 2 LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN ��°�iRTM�r� NAILED @ 6 O.C. STAGGERED #16 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. _ F01 DORMER FRAMING DETAIL 3/4"=1'-0" r� o (O Z° �J c 0 i i� a U �5) 0� am i i J Z CD Q LU U-1 °�� O z� zd W Q W Z z O� W � W W C ) Q p C Z ) 0 M 11 J � h 0 r ZJO p� C O 00 O 1 Lo !V m O J Z W �- © O O H F— ] W 0- J STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: AML ) - - - ---- QC CHECK: CC JOB No TM - 2152301 J SCALE AS INDICATED DATE: 06-03-2016 SD2 SIMPSON F.. DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON E DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS .41 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d2'-0" MAX. I END NAILS EA. END1 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN -- NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 1'-9" MAX. VARIES r RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" yA, . FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. II GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 67'-0" (1) 2x4 BRACE CONDITION IS REQUIRED. CONTACT EOR (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" FOR ADDITIONAL INFO AS REQ'D 2x4 BLOCKS, (2) 16d O STUD TOP & BOTTOM SIMPSON A23 @ EACH A35 DIAGONAL TO EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. -STRUCT: AML BRACE TO PLATE TRUSS BOT. CHORD NAILS @ EA. END. Q 4 Q TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d 3 1/4" HOLD 1/2" J -BOLTS w/ TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q PT 2x8 PLT., CANT. FOR 6' FROM EAVES. WASHERS (MIN. 7" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS CONNECT TO DROP GABLE WITH CLG. NAILING SURFACE O SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ HOLD WALL 3-1/2" H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF EACH END AND 32" O.C. 24" O.C. FOR FALSE IBM W DOUBLE TOP PLATE CHART SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. Q - 2x4 LEDGER W/ (2) 10d MAX. ATTACHMENT w/ (3) 10d - = - --- GABLE BRACING (+) BLOCKS w/8d NAILS SEE ELEV. FOR Z ry REQ'D. MIN (1) JACK &EXTERIOR TOENAILS EA. END PROVIDE 16d NAILS SEE CHART @ 6" O.C. O.H. SIZE LU V TRUSS PER PLAN GABLE END TRUSS TO ATTACH PER PLAN ¢ c� 2x TOP PLATE TO PLT.@12" O.C. MAX. a. <d LU = U GABLE END W/ 16d I) STUDS TYP. BASE W Q m O NAILS @ 6" O.C. 4- FRAMING FOR FALSE L TO BOTTOM CONNECTION CMU WALL OR LINTEL a = BEAM, IF REQ'D w/ (3) BELOW �-- SHEATHING PER PLAN ' , HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS STRONGBACK IF REQ'D CONT. 2x4 `O ---- 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS BRACE :11 O.C. AND 6" FROM EA. TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ PER CHART W 0 2x8 #2 SYP PT. BASE #5 CONT. SINGLE BASE & TOP 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" PLATE w/ PLYWOOD FALSE BM PER PLAN LINTEL SEE PLAN P' IN CMU. OR SIMPSON SHEATHING COVERING IF REQ'D ANCHOR BOLT OR CMU WALL CONNECTION CLEAR SPAN CONNECTION META16 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS .41 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d2'-0" MAX. I END NAILS EA. END1 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN -- NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 1'-9" MAX. VARIES r RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" yA, . FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. II GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 67'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D WHERE O.H. IS > V-0", DROP 0 W FOR NAILING PROVIDE CKINz FOR NAILING Oki W LLJ FE: ;E 2x4 BLOCKING (2) 12d STRUCTURAL ENG: CFG /BAD (2)16d NAILS PLT. TO GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d O STUD TOP & BOTTOM , EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. -STRUCT: AML TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q 4 Q TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q 2x4 #2 SYP P.T. 6' FROM EAVES. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN O SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF DOWN FOR DOUBLE TOP PLATE CHART SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. Q - 2x4 LEDGER W/ (2) 10d - - --- GABLE BRACING (+) BLOCKS w/8d NAILS SEE ELEV. FOR Z ry REQ'D. MIN (1) JACK &EXTERIOR SEE CHART @ 6" O.C. O.H. SIZE LU V TRUSS PER PLAN g ATTACH PER PLAN SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. 45° 0 CONT. 2x4 0 FOR NAILING PROVIDE CKINz FOR NAILING Oki W LLJ FE: ;E 2x4 BLOCKING (2) 12d STRUCTURAL ENG: CFG /BAD (2)16d NAILS PLT. TO WHERE O.H. IS > V-0", CO) O STUD TOP & BOTTOM , EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. -STRUCT: AML 2x4 DIAGONAL BRACE DROP END GABLE w/ W V1LD!/� J Q. 4 Q TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d @ 48 O.C. " O.C. TO 3RD OUTLOOKERS @ 24" z 2x4 #2 SYP P.T. 6' FROM EAVES. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS BAY w/ O.C. TO RUN BACK TO It O SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" STRONGBACK, SEE1 ST COMMON TRUSS N DOWN FOR DOUBLE TOP PLATE CHART WITH (3) 12d TOENAILS. 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB GABLE BRACING (+) CONNECT TO DROP 0 ry REQ'D. MIN (1) JACK &EXTERIOR SEE CHART GABLE WITH H2.5 CLIP. F- V TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO MAX 2'-0" O.H. W a. FROM TOP OF WALL STUDS TYP. BASE W � TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT �-- SHEATHING PER PLAN ',. STRONGBACK IF REQ'D CONT. 2x4 `O ---- 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS :11 O.C. AND 6" FROM EA. ,'4 INTO BLOCKING, (2) PER CHART W 0 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" �- MSTAM-24 TYP. EA. LINTEL SEE PLAN P' IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN (5) 16d NAILS BRACE 2x4'S @ 24" O.C. 0 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING _ TO BLOCKING O Z A GABLE END PROVIDE 2x4 BRACE SHEATHING FASTEN GABLE END TO EA. ADJ. DIAG. PER PLAN m SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D W ly- PER PLAN. 16d NAILS. Q /--- PROVIDE 2x BLOCKING w FOR NAILING PROVIDE CKINz FOR NAILING Oki W LLJ FE: ;E 2x4 BLOCKING (2) 12d STRUCTURAL ENG: CFG /BAD (2)16d NAILS PLT. TO NAILS, TOENAILED @ O STUD TOP & BOTTOM , EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. -STRUCT: AML PER PLAN TO STUD) V1LD!/� J Q. 4 Q TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. Q 2x4 #2 SYP P.T. 6' FROM EAVES. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS O SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK &EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a. FROM TOP OF WALL STUDS TYP. BASE � TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT �-- SHEATHING PER PLAN ',. 16" O.C. ---- 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS :11 O.C. AND 6" FROM EA. ,'4 INTO BLOCKING, (2) MASONRY WALL OR — .. .. 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" �- MSTAM-24 TYP. EA. LINTEL SEE PLAN P' IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN "IPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE USS PER PLAN �— 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 WALL SHEATHING PER v— LAY 2x4 BLOCKING ~— OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL fi—FO"kNON-BEARING WALL CLIP DETAIL — SIMPSON H10A DIAG. j TO BLOCKING U. 011111111111/ WW o >� ti 0 04 LU ® ® X, - Z Z GABLE BRACING @48"V2 O.G. MAX. 45° FROM w PROVIDE CKINz FOR NAILING Oki W LLJ FE: ;E STRUCTURAL ENG: CFG /BAD O DRAFTING: , HORIZONTAL (+/- 10°) -STRUCT: AML V1LD!/� J Q. 4 Q g BRACE NOT REQUIREDleo"% Q 6' FROM EAVES. TRUSS PER PLAN®' O SEE PLAN FOR O ��;; LL SUPPORT AND TIE DOWN OF JACK Q TRUSSES z PROVIDE BLOCKING F - BETWEEN TRUSS BAYS 5 O @ 4$" O.C. FOR FIRST 3 w BAYS SEE GABLE WALL PER PLAN J r CONNECTION DETAIL' . FRAME WALL SHOWN;CL FOR REQ'D ( Orr, CONNECTIONS MAY ALSO BE MASONRY) U` 0 6 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' Q ° . 0 o M LU IL N 2 C' U U� 0 Q O � W Z O co GABLE END @ FLAT CEILING w/ BOSTON HIP o 3/4"=1'-0" Li (2) 2x TOP PLATE z U J 0 SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME ORF.') j VALLEY TRUSSES PER < HEADER PER PLAN; SHEATHING 0 SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES c¢ W Ur FOR ADDT'L INFO. O Q z SIMPSON LSTA12 OR SP4 CONNECTORS @ p --I 24"o.c. IF HEADER WITH GABLE TRUSS Q .. UPLIFT SPAN 4'-6" OR O Q O a MORE. EXT. SHEATHING; ATTACH PER NAILING I j LL U 2x DOWNFRAME TO SCHED. W Q DOOR AS REQ'D (2) 16d NAILS TO EA.. = W z �1 COMMON TRUSS O LU �W1� 2 SIMPSON META16 @ Q W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF 0 W 1/2" THREADED ROD TO MASONRY. AT TRUSS O 2 EA. SIDE OF HEADER WOOD WALL U W (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL - EMBED. INTO SLAB SHOWN, SEE PLAN LU ONLY REQ'D @ BRG FOR WOOD OR (n WALL W/ UPLIFT0 in MASONRY cL GEO GABLE END AT VALLEY FRAMING z Q 3/4"=1'-0" Q Z O HEADER STUDS PER 0 ti 11 HEADER SCHEDULE Z (' U.N.O. ON PLANS LU Z ,J O I- OBJ ATTACH JAMB STUDS Z O Y PER WF08/SD4 W O 1 _ 0Go0 Lo 'S N IM 0 I— 0 W LL (.7 � Q0= P.T BASE PLATE wFCL - Z JOB No. TM - 2152301 SANFORD UJ SCALE: - ---- — AS INDICATED _- w DATE: 06-03-2016 TYPICAL HEADER DETAIL NOT USED � � � ' � U) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. w STRUCTURAL ENG: CFG /BAD O DRAFTING: 0 I- -STRUCT: AML V1LD!/� J Q. QC CHECK: CC - _- _ --- - -- Z JOB No. TM - 2152301 SANFORD UJ SCALE: - ---- — AS INDICATED _- w DATE: 06-03-2016 TYPICAL HEADER DETAIL NOT USED � � � ' � U) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH PROVIDE 2x4 ON TOP INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT PSPN616Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & • NAILS TYP. TOP & BOT. (2) 10d NAILS O.C. ATTACH PER NAILING + • PATTERN ON THIS + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) DETAIL TOP SPLICE 2x4 BEYOND AGAINST' A8" �`8''M� 2x8 STUDS M�" N, ATTACH 2x STUDS TO — TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1 O NAILS 1" EDGE 1 1/2" EDGE --� 10d x 311 COMMON 2 1/2" z W 1 1/2" w iv r N N N 04 10d x 3" COMM( OVERLAP TOP PLATE 3" COMMON OPP. AT CORNER O SIDE Z U NAIL BOTTOM PLATE Z a l l 2 1/2" EDGE ATTACH 2x STUDS TO CONDITIONS w U W (n - TOP PLATE W/ (4) 16d TO CORNER STUD as oo PACK w/ (4) 1 Od NAILS 0 NAILS ((2) ON EA. SIDE)Al- 2x8 STUDS PER - CD TYP. AT ALL EXTERIOR FRAMING PLAN �� 10d x 3" COMMON CONDITIONS TOP SPLICE OPP. SIDE BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2> 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" o/c DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION ( 2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/c. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @ BRG. WALL AF�0TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V_011 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND 72 INSTALLED VERTICALLY. 01 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 11 z @3"O.C. LU 0 J T Di NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' = NAIL SPACING ----- FF--fl--TF— IF- Wz� °I 01� `SC OV SC ROOF SHEATHING, _ NAILS @ 3 O.C. ?�< FR qeT ROOF SHEATHING, �k FR qeT FASTEN PER PLAN II II II II II ❑Q�z F �A o < �A o I— va O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d N T FASTEN PER PLAN FN IRI 11 11-7I — II _ II — II a � z = COMMON NAILS @ 3" O.C. 1/2' A 1/2" GTyo,Q�ss GTyoRss III cr U_ ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — — — oy PO III III I I I I I WALL SHEATHING = EDGES 6" O.C. U.N.O. ON PLANS ° ° ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE O.C. MAX. III III 11 I I I DETAIL. MAX 1/8" g O5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III II I I II SPACE BETWEEN w W COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 1 O x 3" 4 W DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS NAILS AT JOINT III III I I PANELS >_ © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" III I I I I I I I W HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT 3 PER -ENG TRUSSES TOP & BOTTOM 2x SCAB w/ 10d NAILS III TYP. III I I 11 11 O STUD PER PLAN �, _ III AROUND III I I I I I I 2x STUDS BEYOND, OJ O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. III OPENING III I I II II SEE PLAN FOR MORE W � VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION a PER -ENG TRUSSES INFO I— z H O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA a EDGE DISTANCE PER qPVIL 10dx3 IIIr -Ti— - -Ti— rIII I I I I I w = cn IIII II II II = � O IIII I I II IIII CONV. FRAMED 2x4 PT LEDGER W/ > II II `IIII II II II ❑� 0 I_J_L____i�_ JU_ SEE ELEV. FOR SEE ELEV. FOR O.C. MAX.; FLATWISE (2) 16d wO CN U_O — — — — — FLOOR SYSTEM OO DO2 LEDGER @ LOW ROOF LL CUT TO FIT 2x BOTTOM PLATE SIMPSON H3 CLIP NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE OPENING SIZE 1 BEYOND SEE PLAN (SD01 TYPICAL SHED ROOF DETAIL MORE INFO & SHEATHING DIAGRAM w/ (2) 16d END NAILS 3/4"=1'-0" F1 EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD SHEATHING PER PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS JOINT, MAX. 1/8" GAPLEDGER PER PLAN TO LEDGER (2) 1/4" X 4'/2' SIMPS.7 CONV. FRAMED 2x4 PT LEDGER W/ MEMBERS ONLY NAILING PER 2x4 LEDGER W/ (2) 16d 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. TO GABLE END STUDS SCHEDULE O.C. PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR O.C. MAX.; FLATWISE (2) 16d O.H. SIZE O.H. SIZE NAIL PER PLAN NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG DO2 LEDGER @ LOW ROOF SEE TRUSS PLAN FOR NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF O.C. MAX. SIMPSON H3 CLIP NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE DOUBLE TOP PLATE (SD01 TYPICAL SHED ROOF DETAIL MORE INFO & REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS w/ (2) 16d END NAILS 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN Ell 5/8" THREADED ROD w/ NUT SET IN ADHESIVE SEE FOUNDATION d / PLAN FOR ADDITIONAL = _ Ur 3 INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS u EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/2' SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY SEE ROOF SHEATHING TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. 2x4 #2 SPF FASCIA PER O.C. MAX.; COMMUNITY SPECS PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. PRE-ENGINEERED SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR DOUBLE TOP PLATE (SD01 TYPICAL SHED ROOF DETAIL MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's ** Xx TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 1 O NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF * '* * t (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA.;; : TRUSS MEMBER MORE INFO& , + CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ 2 1Od NAILS O @ U\ XX + CONNECTION STAGGERED STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL XX - + 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL 4 PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i LINTELS LINTELS UNDER GIRDER TRUSS MORE BRC. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL 2x8 #2 SPF VERTICAL PER PLAN U.N.O. i i 24" O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. .Q SHEATHING PER S 2x BLOCKINGNAILING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SCHEDULE & • TAPCONS @ 12 O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER F1 SECTION @DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM FS03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDE 3/4"=1 '-0.1 3/4"=1'-0" 1/2"= 1 '4' 1 /2"=1'-0" 1/21.=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN Ell 5/8" THREADED ROD w/ NUT SET IN ADHESIVE SEE FOUNDATION d / PLAN FOR ADDITIONAL = _ Ur 3 INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS u EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/2' SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (SD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" I % 1/2"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ 1 Od x 3" OPP. SIDE kNCE PER Z m W o � O � oe,viadoaew�s��,� w � Q woe ��e�®Ae�s�4. vu N� Z tA• �& O . A%, Z Z ROOF SHEAT LU j U FASTEN PER PLA, Q W ®""® ••®•®�"` J O J' _j 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS E— EA. STUD OR TRUSS 0,., MEMBER, TYP. (MAX. w 24" O.C.). IF MASONRY, _j 0i ,,, 0� M USE W/ MIN) 2/ EMBED. @S p Q0 o 24" O.C. U ❑ � rY' O TRUSS PER PLAN U mi o O W* WOOD/MASONRY U� WALL OR TRUSS, SEES PLAN (TRUSS SHOWN) O 0 Q (D Z 0 0 1-1/2"=1'-0" a u.i o: �^ ❑ vJ U J 0 Q w `� 0 5 P C� O � Z O ��ffi~ --a 2x8 TO UNDER SIDE OF U < O ?a ¢ ROOF SHEATHING OO �y U = W Q "" Uj Z z F- --I 2x8 #2 SPF VERTICAL ~ W 2 @ 24" O.C. w/ EXT. U ~ r n SHEATHING PER Q W NAILING SCHEDULE & (4) 12d NAILS EACH W = TRUSS MEMBER U U) Q Z 2x8 w/ (2) 1 Od NAILS @ ❑ EACH VERTICAL W O CL 2 R z 4 0 O 0 M 11 J ❑ C� Z W Z Z 0 Q W o �e _ 0000Lo ' �S CV o J m Z -� °w U �p0 O Q Fa-�N W 0 W_ W STRUCTURAL ENG: CFG / BAD O DRAFTING: I-- -STRUCT: AML - - _I QC CHECK: CC F- JOB No. TM - 2152301 c 0 SCALE: AS INDICATED SANFORDw DATE: 06-03-2016 �F°gRTM�c� U) D4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES ot BEARING SEE PLAN SEE ARCHITECTURAL -' PLAN FOR OVERHANG INFO o WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN e• LINTEL AS PER PLAN .e LINTEL AS PER PLAN 77 e WD. HD. HT. ' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS -F- * EXT FINISH PER PLAN VERT REINF. BEYOND 1< MASONRY WALL PER ,a PLAN FIN. FLR. �t 0'-0" - 60 GRADE NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED I STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS :R IS UPSET DOW IS (1) 2x SILL (2) 10d S. EXT. OPENINGS AN 4FT:(1) 2x TE w/ (2) S.OPEN I G THAN 4F (2) W A 'CH/ S@16"7. I TOENAILS 'WOOD NG REQ'D X11 i 0 i F_ CL !U I W O �j w LL O Ci ®®°N®e•°°�/® W ® ®s Z Z or 6 ¢ra N O 0,° , a; U z � X10 0 A ' A-' 2x BOTTOM PLATE w/ PER BEARING WALL UNDER WINDOW ( FLOOR TRUSSES ARE � OF SILL MAX OPEN'G loco) � °'�°®® �®` � - � (2) 12d AT 12" O.C. I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20 - 26 DEEP, USE WIDTH 4'4'). USE A35 if I 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 3/4" FLOOR SHEATHING I STRAPS CENTERED @ STRAP w/(20) 16d " CLIP AT EA. END FOR ROD WITHIN 6 FROM ( ) OPENINGS GREATER ATTACHED PER FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS COL; SEE BRG WALL/ i , CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. ~ NAILING SCHEDULE I 2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6' "✓ D FLOOR TRUSSES SEE I STRAPS CENTERED LI TITENS ARE NOT IN SECTION FOR MORE @ (2) SIMPSON META16 LINTEL COURSE OR SIMPSON LSTA30 w/ PLAN FOR DEPTH ANDUj FLOOR W/ 14 10d O INFO. FLOOR TRUSS TO ( ) INTO FILLED CELL USE \ " 2x TOP &BOT. DIRECTION REFER TO MASONRY WALL - NAILS 1/4" X 1 3/4" TITENS ; \ RIBBONS, CONT. (11) 10d TO STUDS syr, N WW FOUNDATION PLAN ) " ABOVE PLATE U.N.O. O Q o ;.. , ;,'..., s ., . • (3) 2x STUD PACK NOTE: ALL FLOOR \ \ FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' _ - _ INFORMATION FLUSH W/ FACE OF SCHEDULE — NO MOISTURE MASONRY ATTACHED (4) 2x STUDS BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ I I- SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A-AFOR FLOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR BE 1/2 GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR PL SHEATHING PER AN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING TRO.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR BEARING WALL PER VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12 O.C. AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END 2x4) TO TRUSS w/ (4) PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR STRAP 1/2" GYP. CLG BD OR ': 1/2" GYP. CLG BD OR • : (2) ROWS 8d NAILS @ � 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN e CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL F SHEATHING TO EA. IN GARAGE I. (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON ,. I BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR MASONRY WALL PER 3 O.C. WALL MASONRY WALL PER BLOCKING w/ (4) 16d PLAN • .I SHEATHING TO PLAN L. MASONRY OR MTS12 BOTTOM PLATE 178" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING &CMU 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM IS PROVIDED ,OR PER PLAN TYPICAL TWO STORY SECTION TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl�\CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�\FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) gk SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED g LU SEE ARCH DWGS FOR TOPPING INFO EL 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE FRAMING PLAN ZAuk Q CONNECTIONS r Z ..._ U ;-; .. O FOR FLOOR CONNECTION M w o " M Q SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE Cs SOLID SHEATHING @ U p ►r TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER Z Q FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING Z SIMPSON SP4 w/ (6) 10d O SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER HEADER CONNECTION @ 2nd FLOOR HIGH BM x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 LLI USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° Oa00O O MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d a 06 — REFER TO PLAN FOR (20) 16d SINKERS & (14 " NAILS. BEND STRAPNAILS. (2) 2x SPF TOP PLATE BEND STRAP p Z BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. �'�/ INFO. FOR TRUSSES 20" TO U O 3", THEN RUN DOWN Q 3", THEN RUN DOWN LU O LU 26" DEEP 65 FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ W 0 PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER Z O SYSTEM - IF NO FLOOR LINTEL COURSE OR \HEADER EXTERIOR SHEATHING SIZE & REQ'D SYSTEM INSTALL INTO FILLED CELL USE 1 O SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS W I KNEEWALL &PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) \ � STRAP W/ (11) 10d TOFLOOR TRUSS SEE TO BOT. RIBBON, NAIL -STRUCT: AML EXTERIOR SHEATHING FROM TOP OF WALL -T, UNDER COLUMN U.N.O. ;� \ FLOOR TRUSS PER PLAN STUDS ABOVE PLATE FRAMING PLAN FOR U.N.O. PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL 0 LU ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/(2) 10d DBL. TOP PLATE BARRIER (FELT PAPER 11 TOE NAILS AT EA. END TOENAILS. OPENING HDR. PER PLAN OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: 2 ( ) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x STUDS, SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO SPACING AND GRADEINFO. I STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN TO VERIFY SIZE PLAN BEYOND NAILS SEE FLOOR FRAMING SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS :R IS UPSET DOW IS (1) 2x SILL (2) 10d S. EXT. OPENINGS AN 4FT:(1) 2x TE w/ (2) S.OPEN I G THAN 4F (2) W A 'CH/ S@16"7. I TOENAILS 'WOOD NG REQ'D X11 i 0 i F_ CL !U I W O �j w LL O Ci ®®°N®e•°°�/® W ® ®s Z Z or 6 ¢ra N O 0,° , a; U z � X10 0 A ' A-' 2x BOTTOM PLATE w/ PER BEARING WALL UNDER WINDOW ( FLOOR TRUSSES ARE � OF SILL MAX OPEN'G loco) � °'�°®® �®` � - � (2) 12d AT 12" O.C. I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20 - 26 DEEP, USE WIDTH 4'4'). USE A35 if I 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 3/4" FLOOR SHEATHING I STRAPS CENTERED @ STRAP w/(20) 16d " CLIP AT EA. END FOR ROD WITHIN 6 FROM ( ) OPENINGS GREATER ATTACHED PER FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS COL; SEE BRG WALL/ i , CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. ~ NAILING SCHEDULE I 2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6' "✓ D FLOOR TRUSSES SEE I STRAPS CENTERED LI TITENS ARE NOT IN SECTION FOR MORE @ (2) SIMPSON META16 LINTEL COURSE OR SIMPSON LSTA30 w/ PLAN FOR DEPTH ANDUj FLOOR W/ 14 10d O INFO. FLOOR TRUSS TO ( ) INTO FILLED CELL USE \ " 2x TOP &BOT. DIRECTION REFER TO MASONRY WALL - NAILS 1/4" X 1 3/4" TITENS ; \ RIBBONS, CONT. (11) 10d TO STUDS syr, N WW FOUNDATION PLAN ) " ABOVE PLATE U.N.O. O Q o ;.. , ;,'..., s ., . • (3) 2x STUD PACK NOTE: ALL FLOOR \ \ FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' _ - _ INFORMATION FLUSH W/ FACE OF SCHEDULE — NO MOISTURE MASONRY ATTACHED (4) 2x STUDS BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ I I- SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN STANDARD CORNER A-AFOR FLOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR BE 1/2 GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR PL SHEATHING PER AN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING TRO.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR BEARING WALL PER VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12 O.C. AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END 2x4) TO TRUSS w/ (4) PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR STRAP 1/2" GYP. CLG BD OR ': 1/2" GYP. CLG BD OR • : (2) ROWS 8d NAILS @ � 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN e CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL F SHEATHING TO EA. IN GARAGE I. (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON ,. I BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR MASONRY WALL PER 3 O.C. WALL MASONRY WALL PER BLOCKING w/ (4) 16d PLAN • .I SHEATHING TO PLAN L. MASONRY OR MTS12 BOTTOM PLATE 178" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING &CMU 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED SCHEDULE OR SIM IS PROVIDED ,OR PER PLAN TYPICAL TWO STORY SECTION TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl�\CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�\FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) gk SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED g LU SEE ARCH DWGS FOR TOPPING INFO EL 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE FRAMING PLAN ZAuk Q r Z ..._ U ;-; .. O FOR FLOOR CONNECTION M w o " M Q Z Cs FLOOR GRIDER OR U p ►r O J 0 BEAM Z Q U Z 3 Z O Z j O HEADER CONNECTION @ 2nd FLOOR HIGH BM 0 3/4"=11_011 of D_ 0 � LLI J 1 U Oa00O O Z 0 j � 3 � a 06 C-4 � m Zj� p Z O O J Z O I-- W �'�/ J n U O Q Z 4 O LU O LU 65 N W 0 W�//�� F 2 I- W J O Z O w LUL U a: STRUCTURAL ENG: CFG / BAD O W U Q H -STRUCT: AML _ -- - Z QC CHECK CC Q 0 LU Z - - - -- G7 O SCALE AS INDICATED - -- -- .... . W DATE: 06-03-2016 o.. SAAR �` W F01 TYPICAL BALCONY FRAMINGNOT USED c � SD5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Z Q Z O O M 11 J 0 L r Z T 3 Z w Z j O 0 Z 0 � 1 _ Oa00O O � C-4 � m O O J Z I-- W �"�O z LU O 65 p W 0 U) 0- w a: STRUCTURAL ENG: CFG / BAD DRAFTING: - (~j H -STRUCT: AML _ -- - QC CHECK CC Q JOB No. TM 2152301 Z - - - -- UJ SXNFORD SCALE AS INDICATED - -- -- .... . W DATE: 06-03-2016 SAAR �` W F01 TYPICAL BALCONY FRAMINGNOT USED c � SD5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" \� 1/2"=1'-0" HANGER BY OTHERS 2x BRG WALL W/ EXTERIOR SHEATHING —� 2x BRG WALL W/ (2) 2x HEADER SEE FROM TOP OF WALL SIMPSON SP2 @ TOP & FROM TOP OF WALL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" WINDOW SEE PLAN ---�Y TO BOTTOM OF SILL BETWEEN STUDS W/ SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) ATTACH PER NAILING EACH END NAILING SCHEDULE OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE ROOF SHEATHING — ISIMPSON H2.5 EA. TRUSS MORE INFO IF I USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE J -BOLT W/ MIN. 7" EXTERIOR SHEATHING II MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL FROM EA.END PRE-ENGINEERED — ATTACH PER NAILING 2x BLOCKING W/ 12d BLOCKING BELOW. SEE PLAN FOR 1 TRUSS STRAP STUDS BELOW W/ (9) 10d #2 SYP CONT. I SCHEDULE OVERLAP BOTTOM 2x6 #2 SYP CONT. a"SDLEDGER W/ (2) Y4'x3-1/2" I NOT REQ'D IF STUD IS LEDGER INTO S WOOD SCREWS @ w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 16 O.C. MAX. & 3 LEDGER W/ (2) Y4'0-1/2" (TRUSS. TRUSS SHOP FROM EA. END -USE (3) MASONRY WALL PER E TOENAILS EACH END CONNECTED w/ MTS12 SDS WOOD SCREWS @ _ TO TRUSS BELOW) 3/4" TAPCONS PER 1 0 000C4 16" O.C. MAX. & 3" OPT. TRUSS RECESS LEDGER 2x BASE PLATE W/ (2) OR LSTA18 FROM EA. END - USE 3/4" FLOOR SHEATHING STRAP; CENTER (3) SCREWS FOR 24" I SIMPSON LUS26. USE 12d NAILS @ 12" O.C. O.C. LUS26-2 FOR 2PLY ATTACHED PER STRAP BETWEEN 1 I TRUSS TRUSS SHOP 2x BLOCKING W/ (2) 12d LEDGER PER PLAN NAILING SCHEDULE MASONRY WALL AND 2x8 SYP #2 LEDGER W/ 2x STUDS SEE PLAN 1 O 3/4" FLOOR SHEATHING TOENAILS EACH END 5 0 H2F_ FLOOR TRUSS PER FRAME WALL STUDS ABOVE ARE ATTACHED PER (2) 2x4 #2 SYP 1 PLAN 1 1 TO ALIGN W/ STUDS 1 NAILING SCHEDULE BLOCKING w/ SIMPSON 1 1 AML BELOW 1 _ _._ 1 (2) 2x4 #2 SYP QC CHECK: CC 1 1 TM - 2152301 1 j SCALE: AS INDICATED 1 DATE: 06-03-2016 1 1 BLOCKING w/ SIMPSON 1 HUC24-2 EACH END, 1 B 1 1 1 HUC24-2 EACH END, USE (4) 10d & (2) 10d 1 1 1 1 USE (4) 10d & (2) 10d t NAILS. UNDER 1 SEE PLAN 1 rM NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY PLATE WINDOW JAMBS USE M; a (2) 2x6 w/ HUC26-2.LOW ROOF TRUSS SEE 1 SEE ARCHS FOR PRE-ENGINEERED 1 LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR D FURRING AND INTERIOR FINISH 1 FLOOR SYSTEM TRUSS PLAN FOR PLAN CONNECTIONS (IF d CONNECTIONS TRUSS IS CONT. BRG d MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 1 PLATES U.N.O. PLAN ON WOOD USE HGA PLAN 1 1 CLIPS @ 24" O.C.) 1 Ql/ \ SECTION 00- RAISED HEEL TRUSS 4S1SECTION @ COMBO TRUSS 4F& WALL SPLICE DETAILS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1'-0" \� 1/2"=1'-0" HANGER BY OTHERS 2x8 MIN. SPF #2 @ 16" EXTERIOR SHEATHING —� EXTERIOR SHEATHING (2) 2x HEADER SEE FROM TOP OF WALL PLAN FOR MORE INFO. FROM TOP OF WALL TO BOTTOM OF SILL 2x4 BLOCKING WINDOW SEE PLAN ---�Y TO BOTTOM OF SILL BETWEEN STUDS W/ INFO. IF WALL NAILING SCHEDULE PLATE ATTACH PER TRUSS PER PLAN ATTACH PER NAILING EACH END NAILING SCHEDULE SCHEDULE GIRDER BELOW ROOF LINE ROOF SHEATHING — ISIMPSON H2.5 EA. TRUSS MORE INFO IF I ATTACH PER NAILING SYSTEM BELOW ISIMPSON H2.5 EA. TRUSS as SCHEDULE J -BOLT W/ MIN. 7" PRE-ENGINEERED II EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY 4&2 FROM EA.END PRE-ENGINEERED — TRUSS PER PLAN I2x6 J -BOLT W/ MIN. 7" SEE PLAN FOR 1 EMBEDMENT @ 32" TRUSS PER PLAN #2 SYP CONT. I 1 OVERLAP BOTTOM 2x6 #2 SYP CONT. a"SDLEDGER W/ (2) Y4'x3-1/2" I SIMPSON LUS26. USE -- LEDGER INTO S WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3 LEDGER W/ (2) Y4'0-1/2" (TRUSS. TRUSS SHOP FROM EA. END -USE (3) MASONRY WALL PER (DRAWINGS L_ SCREWS FOR 24" O.C. SDS WOOD SCREWS @ _ C I 1 0 000C4 16" O.C. MAX. & 3" OPT. TRUSS RECESS LEDGER MAX..SE O NIS) 1 FROM EA. END - USE 1 (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 1 I TRUSS TRUSS SHOP LEDGER PER PLAN (DRAWINGS— I 2x8 SYP #2 LEDGER W/ LEDGER AT GIRDER NOT USED MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT., TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) LEDGER a- OPEN TO BELOW 1-1/2"=1'-0" \ 3/4"=1'-0" I(L�DO4 LEDGER @LOW ROOF 3/4"=1'-0" EXT, FINISH PER 2x8 MIN. SPF #2 @ 16" EXTERIOR SHEATHING —� O.C. - SEE FRAMING (2) 2x HEADER SEE FROM TOP OF WALL PLAN FOR MORE INFO. PLAN TO BOTTOM OF SILL 2x4 BLOCKING WINDOW SEE PLAN ---�Y PLATE ATTACH PER BETWEEN STUDS W/ INFO. IF WALL NAILING SCHEDULE (2) 12d TOE NAILS TOENAILS EACH SIDE ATTACH PER NAILING EACH END ROOF SHEATHING SCHEDULE GIRDER BELOW ROOF LINE ' ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS MORE INFO IF I SCHEDULE SYSTEM BELOW ANCHOR BOLT OR as 2nd STORY WALL PER J -BOLT W/ MIN. 7" PRE-ENGINEERED SEE FLOOR FRAMING EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY 4&2 FROM EA.END ANCHOR BOLT OR TRUSS PER PLAN I2x6 J -BOLT W/ MIN. 7" SEE PLAN FOR 1 EMBEDMENT @ 32" FOR MORE INFO #2 SYP CONT. O.C. & 3" FROM EACH 1 OVERLAP BOTTOM LCESS a"SDLEDGER W/ (2) Y4'x3-1/2" I SIMPSON LUS26. USE -- LEDGER INTO S WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3 TRUSS (TRUSS. TRUSS SHOP FROM EA. END -USE (3) MASONRY WALL PER (DRAWINGS L_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ O C MIN. (4) 16d NAILS TO 1 0 000C4 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX..SE O NIS) 1 16 I(L�DO4 LEDGER @LOW ROOF 3/4"=1'-0" EXT, FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO. PLAN & CONNECTIONS 2x4 BLOCKING WINDOW SEE PLAN ---�Y WINDOW ATTACHMENT BETWEEN STUDS W/ INFO. IF WALL SHEATHING PER PLAN (2) 12d TOE NAILS TOENAILS EACH SIDE ATTACH PER NAILING EACH END REQ'D FROM STUDS TO SCHEDULE GIRDER BELOW ROOF LINE 2x8 #2 SYP P.T. SILL 2x BASE PLATE W/ 12d MORE INFO IF PLATE w/ 1/2" EPDXY 2x4 CONT. W/ (2) 12d SYSTEM BELOW ANCHOR BOLT OR as 2nd STORY WALL PER J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL SEE FLOOR FRAMING EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY 1 FROM EA.END ANCHOR BOLT OR 1 O J -BOLT W/ MIN. 7" SEE PLAN FOR 1 EMBEDMENT @ 32" FOR MORE INFO SHEATHING TO O.C. & 3" FROM EACH 1 OVERLAP BOTTOM END 1 PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM =1 7--:1 d' c EXT. FINISH PER a; ARCHS /WF1Z SECTION @ OPEN TO ABOVE 1-1/2"=1'-0 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. r T 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT CONNECT TO DOUBLE (2) 2x TOP PLATE O.C. w/ EXT. SHEATHING (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS NAILS @ 6" O.C. WINDOW SEE PLAN ---�Y WINDOW ATTACHMENT FOR LOCATION INFO. IF WALL 2x BLOCKING w/ (2) 12d @EACH END. TOENAILS EACH SIDE (2) 2x4 TOP PLATE IF WALL SHEATHING IS REQ'D FROM STUDS TO STOPPED BELOW GIRDER BELOW ROOF LINE SEE LD02/SD4 FOR 2x BASE PLATE W/ 12d MORE INFO IF LOOK 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD as 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING NAILING SCHEDULE PLAN FOR MORE INFO 1 0 1 O ATTACH PER NAILING SEE PLAN FOR 1 .� 0 FOR MORE INFO TRUSS DIRECTION 1 1 UNDER 2ND STORY COLUMNS, PROVIDE & MORE INFO 1 •a : FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL 111=1'-0" MASONRY WALL PER 1 PLAN i O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. r T 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W 2nd STORY WALL �-- NAILS IF SHEATHING IS NOT CONNECT TO DOUBLE Blood O.C. w/ EXT. SHEATHING CONTINUOUS TO BASE TOP PLATE W/ 16d BOTTOM OF TRUSS/ PLATE, SP8 TOP AND NAILS @ 6" O.C. L WINDOW ATTACHMENT BOTTOM ARE REQ'D INFO. IF WALL @EACH END. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE C REQ'D FROM STUDS TO O GIRDER BELOW 2x BEARING WALL SEE LD02/SD4 FOR WITH ROOF LOAD MORE INFO IF AF1 BRACING @ 2 STORY FRAME WALL TRUSSES ARE BOTTOM PLATE BLOCK ADJACENT as Q � 1 ATTACHED PER SEE FLOOR PLAN NAILING SCHEDULE 1 1 0 1 O ATTACH PER NAILING BAYS @EACH 1 .� 0 FOR MORE INFO C 1 1 UNDER 2ND STORY COLUMNS, PROVIDE > U) 1 SOLID BLCOKING WITHIN FLOOR SYSTEM = SCHEDULE DIAGONAL AS SHOWN. UNDER 2ND SOTRY COLUMN LOCATION. 1 1 111=1'-0" 1 i O C 1 1 SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W 2nd STORY WALL �-- NAILS IF SHEATHING IS NOT CONNECT TO DOUBLE Blood O.C. w/ EXT. SHEATHING CONTINUOUS TO BASE TOP PLATE W/ 16d BOTTOM OF TRUSS/ PLATE, SP8 TOP AND NAILS @ 6" O.C. L WINDOW ATTACHMENT BOTTOM ARE REQ'D INFO. IF WALL SHEATHING ISN'T CONT. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE C REQ'D FROM STUDS TO O GIRDER BELOW 2x BEARING WALL SEE LD02/SD4 FOR WITH ROOF LOAD MORE INFO IF AF1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF SHEATHING TO P BLOCKS W/ 8d NAILS @ LU 6" O.C. w Ix (5) 16d NAILS BRACE ' z TO BLOCKING 00 N I— `� — PROVIDE 2x4 BRACE Z 0 - TO EACH ADJACENT O E DIAGONAL, FASTEN c) TO DIAGONAL W/ (2) w (n 16d NAILS WGi F– TRUSSES PER PLAN LU O.S.B. TO OVERLAP O U BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Z (MIN.) O.C. MAX. 45° FROM p 2x LEDGER TO UPPER – - -- – HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED coW 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. SDS SCREW @ 16" O.C. g W O J LL LLI 1"=1'-011 LL CL o U) sloe w �. ® Llan �a 4 ;; Z Z �+ (2) 2x SPF TOP , ' CV !LI � « _j =;Z-. 2x #2 SPF STUDS @ 16" Blood O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO BOTTOM OF TRUSS/ O GIRDER SEE PLAN FOR L WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE C REQ'D FROM STUDS TO O GIRDER BELOW (2) 2x HEADER SEE LD02/SD4 FOR OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH MORE INFO IF IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO TRUSSES ARE < PARALLEL TO WALL as ROOF SHEATHING 1 ATTACHED PER SEE FLOOR PLAN NAILING SCHEDULE 1 1 0 1 O 1 .� 0 FOR MORE INFO C 1 1 UNDER 2ND STORY COLUMNS, PROVIDE > U) 1 SOLID BLCOKING WITHIN FLOOR SYSTEM = 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF SHEATHING TO P BLOCKS W/ 8d NAILS @ LU 6" O.C. w Ix (5) 16d NAILS BRACE ' z TO BLOCKING 00 N I— `� — PROVIDE 2x4 BRACE Z 0 - TO EACH ADJACENT O E DIAGONAL, FASTEN c) TO DIAGONAL W/ (2) w (n 16d NAILS WGi F– TRUSSES PER PLAN LU O.S.B. TO OVERLAP O U BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Z (MIN.) O.C. MAX. 45° FROM p 2x LEDGER TO UPPER – - -- – HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED coW 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. SDS SCREW @ 16" O.C. g W O J LL LLI 1"=1'-011 LL CL o U) sloe w �. ® Llan �a 4 ;; Z Z �+ (2) 2x SPF TOP , ' CV !LI � « _j =;Z-. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ L S,ANFORD C L 0 PAR1�� G U) > _J Blood z PLATES U.N.O. . Q O1/2"THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER L MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d z NAILS INTO HEADER C �ffi O M (2) 2x HEADER 11 OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER < BETWEEN FLOORS as REVIEW THREADED ROD SPACING 1 SEE FLOOR PLAN 1 1 0 1 O 1 .� 0 FOR MORE INFO C 1 1 UNDER 2ND STORY COLUMNS, PROVIDE > U) 1 SOLID BLCOKING WITHIN FLOOR SYSTEM = 1 UNDER 2ND SOTRY COLUMN LOCATION. 1 1 111=1'-0" 1 i O C 1 1 0 000C4 1 1 1 1 0OWZ 1 1 F- 1 1 I 2x STUDS SEE PLAN 1 O 5 0 H2F_ STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 AML BELOW 1 _ _._ 1 QC CHECK: CC 1 1 TM - 2152301 1 j SCALE: AS INDICATED 1 DATE: 06-03-2016 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 t 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP, 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW I I 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 1 q 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ L S,ANFORD C L 0 PAR1�� G U) > _J Blood z . Q O1/2"THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER L MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d z NAILS INTO HEADER C �ffi O M IF PORTIONS OF THIS WALL 11 OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER < BETWEEN FLOORS as REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z J I- BOTTOM OF FLOOR SYSTEM 0 '- z O .� 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY C E UNDER 2ND STORY COLUMNS, PROVIDE > U) SOLID BLCOKING WITHIN FLOOR SYSTEM = 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. � s 111=1'-0" [ i O C COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ L S,ANFORD C L 0 PAR1�� G U) > _J Blood z . Q W W C) 06 z zLd �ffi O M 11 0 U) p as W Cn z J I- O 0 '- z O .� 0 LU i W �--- > U) �..� C � s SD6 Blood . Q u z O M 11 (, '- z O .� 0 J Q W Y i O 1 0 000C4 0OWZ F- W O 0 O 5 0 H2F_ STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: AML _ _._ QC CHECK: CC = JOB No. TM - 2152301 j SCALE: AS INDICATED DATE: 06-03-2016 SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ Uj STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK Q F- LINE UP 2xJOIST IN z LINE WITH MIDDLE O STANDARD (3) 2X12 2x12 STRINGER TO BE CO W STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR v O 0 SYSTEM & LANDING 2xJOISTS @LANDING N FRAMING @ 16"O.C. W/ SIMPSON z 0- z A35 OR LUS26 HANGER O y z ON EACH SIDE Q 2 W W 0p Q6„ MIN. W O U O z (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO p=p W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT 9 QQ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONVECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" 00t,11l1I1/1'' BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" �,®`�� ����% W o BELOW O.C. MAX. FOR `c�Yi 10" MIN. �`®•°®••••®®��j®® A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY 0 LU 0 6,°•p 3 to z Z SEE SCHEDULE FOR MAX WIDTH OF LANDING _ Q MIN. 3 2x SYP #2 W ® 1;61 ®• C= = N ce ce U �- Imo' -,. e STUDS REQ'D @ END "`, �^® °-, c� 0 OF LANDING W/ MIN. (6) m •• vZ Q-' 3/4" PLYWOOD OR OSB ••• •• ""� Q 16d NAILS FROM OF LANDING _ . °'i� ,.P�► o®®® � SEE PLAN FOR DEPTH "•®••' ``' _ _j o SHEATHING OVER � � �'',,rrl ',,``� ® -"'� LEDGER TO STUD LANDING ATTACHED STAIR WIN DER DETAIL L PACK PER GENERAL FLOOR O. CONSTRUCTION Q NOTES \, MID SPAN BLOCKING O TO MATCH JOIST PLYWOOD SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING w, IF ATTACHING TO ATTACHED PER -� O�� m STANDARD (3) 2X12 TOENAILS EACH END d , SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR O o SIMPSON A34 / A35 CONSTRUCTION O CLIP TO FLOOR 0 16" O.C. NOTES Q • o SYSTEM & LANDING �- z FRAMING O_ � MAX BEAM @ END OF ¢ o O cei O LANDING PER SCHEDULE WO �- w o a` SEE PLAN FOR U ` MASONRY WALL OR 0 O WOOD WALL SIMPSON A35 zo CONNECTIONS CC W MASONRY WALL OR FRAME WALL BEYOND W 2 2x BEAM PER 2x JOIST P T IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM M TO I EDGER _ (' STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CROSS �7 /`11V1 LG CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. F_ TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" U) _j o BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q BELOW O.C. MAX. FOR MASONRY WALL) STRINGERS TO BE 0 z A -A PLAN VIEW @ 180 DEGREE TURN LANDING NQTCHEDATLANDING I-- SEE SCHEDULE FOR MAX WIDTH OF LANDING z O W (3) 16d TOENAILSU Z Q ST02 NOT USED o \ o BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 8'-0" MIN. TREAD DEPTH (2) 2x12 3/4" O.S.B. W/ 8d NAILS 6'4" (1) 2x12 (1) 2x8 @ 3" O.C. TOP AND 4'-0" BOTTOM CHORD (3) 2x12 2x8 -JOIST PER FRAMING 11'-0" (2) 2x12 PLAN W/ SQUASH 6'-0" (1) 2x12 (1) 2x8 BLOCK OR 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 2x6 6'-0" PENDING LANDING \ 4'-0" HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 WITHIN SUPPORT 7'-0" g_p WALL COULD BE 2x6 5'-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND (2) 2x12 HEADER AND ONE @ MID -SPAN Q 8'-0" ^ SUPPORT /`1 INFORMATION. A34 @ EA. STRINGER 5'-0" 0 TO LANDING (3) 2x12 2x12 2x ATTACHED TO (2) 2x12 2x JOIST (P.T. IF STRINGER I I I 7'-0" ATTACHING TO I I I I 5'-0" MASONRY WALL) CONT I I I I (2) 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I (1) 2x12 (1) 2x8 NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I 2x8 x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION III I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'4" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" g_p (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T -p" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 0 (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" TO TRUSS W/ (3) Ya" x 3" W w U = W 3Y2' I— O 0 SEE ARCH PLAN 2x4 CONT. TOP PLATE W MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO zW STUDS W/ (2) 16d TOE < W 2x4 #2 SPF STUDS X X I NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, O = 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN ck (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p w KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING a TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO z Q NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Z @ ANY OPENING 2x4 CONT. TOP PLATE Q O 0 M 11 (ATTACH TOP PLATE Z r ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d 0 r DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 11/2" TOE NAILS Z Z F— SECTION X -X N.T.S. SDS WOOD SCREWS w J 0 0 EQUALLY IX SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p < W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z 0 Y ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I- co LI) 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" I ATTACHED TO TRUSS 000 0 NAILS NAILS I BELOW (OTHERWISE I- M 0 2x4 #2 SPF STUDS @ SEE ARCH PLANI ATTACH W/ (2) 12d N CO 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) O I ­_Z _j TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I 0 U 0 Uj 130 � SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) z tU >- 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. BRACE & 10d C7 &5 -.� t = ACCOMMODATE CONT. 2x 0 2x4 SILL SILL PLATE W/ (2) NAILS @ 4" O.C. TO p 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C.s= �__ FLOOR SHEATHING W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS Z) STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO i W/ 2 Ya'x3" SDS __. .... DRAFTING: ..:.. _._ _ (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY 0 STRAP (1 EA. SIDE OF SPACED & CENTERED �- STRUCT: AML STUD) EVERY 48" O C ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS ----- ---- __... -- - ---- L-BRACE @ 6'-0" O.C. & a QC CHECK: CC FLOOR BEAM CONDITION @ ANY OPENING �V1lbl�rG� q SDS WOOD SCREWS H JOB No TM 2152301 BASE PLATE PER FLOOR PLAN NOTE: FLOOR BEAM SEE z -- - TE PLAN EQUALLY SAIJFI)+F2p � SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4' TRUSSOOUTSPACED/CENTEREDE IN TRUSS SEE PLAN — -- - — 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE p� ��' W DATE: 06-03-2016 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS �'�� X ST01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. slzE OF INSIDE BEAM. NAIL CD ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES '1 (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 '� 6 Z 3/4"=1'4" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16-1622 f