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Home My WebLink About289 Big Spring Ter 16-2312 (new sfh) (a)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 150 AMP. SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. LOT 184 - THORNBROOKE 40' s MANCHESTER - 2138 - ELEV. "A" GARAGE LEFT TAYLOR MORRISON REDRAW NOTES 01-21-16 CREATED LOT SPECIFIC PLAN FOR LOT 184 IN THORNBROOKE 4015, ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: PRE -HUNG DOOR AT MA5TER BATH AND (4) CEILING FAN PRE -WIRE. 'NO FIRE RATED SOFFIT REQUIRED11 PLAN REVISIONS DRAWING INDEX COV -GENERAL 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 2C -INTERIOR ELEVATIONS, STAIR SECTION, 3A1 -FRONT ELEVATION 3A2 -SIDE AND READ ELEVATIONS, ROOF PLAN 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COPY DETAILS REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE BANIF RD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REUUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CO TS NCTI N TEST Q UIRED Resulis It, he Verified cue Slab inspection 0�'C_,"AR'VA #16-2312 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN61ON611 OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X1 GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102,3.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH =x co � k • JOB NUMBER 26002.192 0 HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION To BE cao Fi O J �O PER F.B.G.. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, PER F.B.C.R 5TH,EDITION (2014) R103b2J1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE N 60 N 27-16 uj r' 0N`.,ry� ,Vi s� C9 LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 41NCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED .e••°®r �, °"r•;�S' 6 u` ca AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 6 L °m�• �" �� 0 roc~ a51 10o 0�C0 BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.C.R.5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH A5TM C 926. L 3�E L o ._ co o�roti Zr�� y •• �1 .•° ; 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 • • INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH =x co � ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH • JOB NUMBER 26002.192 • O -4 HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION To BE cao Fi LOT 184 PER F.B.G.. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, PER F.B.C.R 5TH,EDITION (2014) R103b2J1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE uO N 27-16 uj CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE� ,Vi s� c _j LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 41NCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED .e••°®r �, °"r•;�S' ►' °" u` ca AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP : : ® �" �� 5CREED. PER F.B.C.R 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.C.R.5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH A5TM C 926. L STUCCO CONTROL JOINTS: y •• �1 .•° ; 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 5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR i'll0 PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE6ISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASkIING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. DAVIS BEWS WINDOW IN5TALLATION: 11 DESIGN GROVP 1. 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. 150 STATE. STREET EAST OUX MAR, FLORIDA 34677 DWELLING / GARAGE OPENINGS: s 3.925.1300 00 A THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB WWW.DAVISBEWSCAM CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL06ING DEVICE. TAMP^ • DEINTVEIi EST. 1994— FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, V ASPHALT 5HINGLE5 (IF APPLICABLE): 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 89052b.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2.12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN C) 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE 1V OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL Nt (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, A5TM D 4869; TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH 0 WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EIPITION WHERE THE VAW IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 'a CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE Cez 2 0 HIGHER THAN THE 800E 08 RIDGE THAT IS 10 '-0" AWA T OR CLOSER TUB AND SHOWER AREAS: 0 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-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 THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END 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. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. /,/� w 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: >m (.OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DSCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE 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 J MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE561BLE FROM THE ROOM IN WHICH THE DRYER IL��L�11.111111�� IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER + EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 2138 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER' ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE 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 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. REV. 10-14-2015 01 • SHEETcov • N.E I 4'-0" C1 CA is • K ro w 1.0 to C � '" o NI Y/ .2 cm • O c ~ � Oro�O E � �}IN � p.�lD 26002.192 - 00 CAD FILE NAME LOT 184 0 ISSUED 07-27-16 0 ®✓� Lu c 9 I3' -0"x3-0" A/C LL PAD (SEE MECH. ICONTRACTOR I ®w ELEVATION IFOR LOC.) sit e••oe O 0'-4" N.E I 4'-0" C1 CA is • K ro w C � '" o NI Y/ .2 cm • O c ~ � Oro�O E � �}IN � p.�lD 26002.192 - 00 CAD FILE NAME LOT 184 0 ISSUED 07-27-16 0 ®✓� Lu c 9 I3' -0"x3-0" A/C PAD (SEE MECH. ICONTRACTOR I ®w ELEVATION IFOR LOC.) sit e••oe O 0'-4" L - 9'-0„x3,_011 G.C. VERIFY ACRYLIC CONC. PAD ON LANAI II 11/2” RECE55 FOR S.GD. 41. P.v.C. II l 3/4" P.V.C. CONDENSATION DRAIN BY PLUMBER N o T N _ CQ N I y �I a \ 1811 II_III 6' -II _�� 51_4�I N W.C. Q - � TILE SEATX01WE ABV. REFERENCEOL E CONDENSATION ", - - - x -ALL- -DRAINBY DRAIN BY r --1r--1 I OPT, II OPT. 4" P.V.C. LWASNER L DRYER `A f 41-111 AIR HANDLER LINES FROM . W/ DISP 4�, I UPPER FLOOR 16'-311 41.711 3/4" P.V.C. 11, PROVIDE WATER co, LINE FOR ICE MAKER '�� pO�NDENIN BSA?IONQ PLUMBER 3/4" RECESS FOR ENTRY DR. 1 �i lI T� OF REF. CJI 411 ca cn N � 50 u , GAL. Y-5 1/2'1 2'-91/211 21 111 21.811 8.1 31.811 51.011 ELEVATION l) 0'-4" PAYERS I z I I I I I I I I I ------C�.------ --------a----------- I ------C�---------- I � v I I I I I � — m — I I I ul I I I ELEVATION I . I I AA PAVER DRIVE / LEAD WALK 3A2 2' 8" 161-011 2' 8" 11.011 11.811 81.811 30'-011 E�l-) 0'-41. ELEVATION (-J 0'-4" U _ �- co a. M TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 6U5TERRANEAN TERMITE5 * * * * * * * * * * * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE u C1 CA is • K ro w C � '" o NI Y/ .2 cm • O c ~ � Oro�O E � �}IN � p.�lD 26002.192 - 00 CAD FILE NAME LOT 184 0 ISSUED 07-27-16 u DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST OLDM4W FLORIDA 34677 813 .92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 0 i� 0 0 (9f) PMEI 0 00 0 W 2138 ��ttrdrN� • USANF0RD SLAB INTERFACE PLAN_ GARAGE ilLEFT C1 CA is • JOB NUMBER 26002.192 - 00 CAD FILE NAME LOT 184 0 ISSUED 07-27-16 0 ®✓� Lu c 9 .. • �,cooro ®w sit e••oe O DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST OLDM4W FLORIDA 34677 813 .92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 0 i� 0 0 (9f) PMEI 0 00 0 W 2138 ��ttrdrN� • USANF0RD SLAB INTERFACE PLAN_ GARAGE ilLEFT El REFER TO SHEET 2A2 HB. FOR MAIN FLOOR PLAN DIMEN510N5 T.O.M. 9'-4" 13'-0"x3-0" A/CI PAD l5EE MECH. (CONTRACTOR I FOR LOG.) I L — — — J 3 - 26 5H. HD. AT 84" * EGRE55 T.O.M. 9'-4" AFF. b- TEMP. GL. ENCL. ON 42" H. LOW WALL DRYER VENT ci A.F.F. e TYPICAL MASONRY x w WINDOW SCHEDULE JOHNUMBER 26002,192 WINDOW WIDTHS CAD FILE NAME LOT 184 0do 20" 2111 37" 5311 �ro REVI®,1111 rr® WINDOW CALL -OUTS 2 L.i c -i 1, LL 90 .-/NSM 00) H 26" >_;JM 12 5H 1/2 32 5H 22 5H 32 5H Lu .2 ice: s� 0 00 C n aJ�ti � = 39" 13 5H 1/2 33 5H 23 5H 33 5H DAVIS BEWS c J DESIGN GROVP 0, p z p 51" 14 SH 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H Z 72" ss 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENINGS FOR ALL WIN[)OW5, � w WIN[)OW 51ZE5 AN[) INSTALLATION MAY VARY PER MANUFACTURE SPECIFICATIONS. z REFER TO FLOOR PLANS FOR STYLE OF WIN[)OW USE[) (51NGLE HUNG -51-1, CASEMENT- C5MT, OR FIXED GLA55- F.G.) e x w JOHNUMBER 26002,192 0 to o CAD FILE NAME LOT 184 0do ISSUED 07-27-16�.., �ro REVI®,1111 rr® N L.i c -i 1, LL 90 .-/NSM 00) co i. >_;JM LL o .2 ice: s� 0 00 C n aJ�ti � oro Co J. E �� rn DAVIS BEWS c DESIGN GROVP 0, p z 150 STATE STREET EAST OLDSMAk FLORIDA 34677 * * * * * * * 813 .928 .1300 TEL. 813 925 1800 FAX ALL EMERGENCY E5CAPE AND RE5CUE WWW.DAVISBEW&COM OPENINGS SHALL COMPLY WITH 8310 TAMPA nEr X/ER PER F.6.C.R. 5TH EDITION (2014). EST. 1994 * * * * * * * V W imp 0 0 ry 0 (M/) 0 ce I J 0 HATCHING LEGEND >= USANFORDIN5ULATE WALL ® #16-2312 TOTAL 5Q. FT. 2 6 (o 3 5.1=. MAIN FLOOR PLAN NOTES' GARAGE LEFT 11* 2138 olk • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II JOHNUMBER 26002,192 CAD FILE NAME LOT 184 ob ISSUED 07-27-16�.., �ro REVI®,1111 rr® L.i c -i 1, LL 90 00) co �e J : Ouj LL o .2 ice: s� wmv J. r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 * * * * * * * 813 .928 .1300 TEL. 813 925 1800 FAX ALL EMERGENCY E5CAPE AND RE5CUE WWW.DAVISBEW&COM OPENINGS SHALL COMPLY WITH 8310 TAMPA nEr X/ER PER F.6.C.R. 5TH EDITION (2014). EST. 1994 * * * * * * * V W imp 0 0 ry 0 (M/) 0 ce I J 0 HATCHING LEGEND >= USANFORDIN5ULATE WALL ® #16-2312 TOTAL 5Q. FT. 2 6 (o 3 5.1=. MAIN FLOOR PLAN NOTES' GARAGE LEFT 11* 2138 olk • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II 1, O // DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1VVE - EST. 1994 � O 0 0z 0 0 00 0 >= <,o\ 7D E21:38:1 SANFORD �Fpq� �� L • TI TLE • MAIN FLOOR PLAN DIMENSIONS #16'23 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = V-0" GARAGE LEFT II 2A2 • • x cc JOB NUMBER 26002.192 to J r0 CAD FILE NAME LOT 184v— 0 -i N - ISSUED 07-27-16 N r 0 0 00) CIJ cc d REI/I5.. 0 z 2'9JM °°°® �., o M E • 0 0 ro� 'D ■� O�C0 LL EI LL L (3)t �+�N r. p � m `r z�Ld nP • 10 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1VVE - EST. 1994 � O 0 0z 0 0 00 0 >= <,o\ 7D E21:38:1 SANFORD �Fpq� �� L • TI TLE • MAIN FLOOR PLAN DIMENSIONS #16'23 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = V-0" GARAGE LEFT II 2A2 uj JOB NUMBER 26002.192 co CAD FILE NAME LOT 184v— ISSUED 07-27-16 cc d REI/I5.. 0 z °°°® c� •• LL r► •• nP • 10 • y, •O ice'® 8 •®•®i •• � ®®� • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1VVE - EST. 1994 � O 0 0z 0 0 00 0 >= <,o\ 7D E21:38:1 SANFORD �Fpq� �� L • TI TLE • MAIN FLOOR PLAN DIMENSIONS #16'23 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = V-0" GARAGE LEFT II 2A2 2 - 4050 F.G, HD. AT 1'-8" ADV, 2ND FF. W 2x 2x4 FRAME FRAME 3050 5H. WALL WALL HD. AT 1'-8" * EGRE55 3050 5H. HD. AT 1'-8" *EGRESS 3050 5H. HD, AT 1'-8" 0�_ CIZ W r �a '61 a PROVIDE PAN AND DRAIN UNDER A.H.U, 24" H. AIG PLATFORM ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.G.R. 5TH EDITION (2014). �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 26002.192 TYPICAL WOOD FRAME x N w.. CAD FILE OT 184 WINDOW SCHEDULE Uro WINDOW WIDTHS O yy JCA ®VSs N 20" 24" 46 LI.! G 0) 6 WINDOW CALL -OUTS 2 >_;J� Q. Bio Q V I- . Ic1 20" H 1818 F.G. 2018 S.G. 3018 S.G. 4018 S.G. w i�r =) L 0. m 00 • 24" O 1820 F.G. 2020 S.G. 3020 S.G. 4020 S.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 51-1 Z 48" p 1840 5H 2040 5H 3040 5H 4040 5H z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, Lu w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8MANUFACTURE 51"EGIFIGATION6, z 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW 1,15ED , 51NGLE HUNG -51-1, GA5EMENT- G5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.G.R. 5TH EDITION (2014). �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 z • JOB NUMBER 26002.192 x N w.. CAD FILE OT 184 IsNo Uro O yy JCA ®VSs N Nh 00) 2 cm LI.! G 0) 6 I? V e >_;J� Q. Bio Q V I- . Ic1 00 'p J V � O�C0 i, �'_ ro� i�r g o0 L 0. m 00 • z • JOB NUMBER 26002.192 CAD FILE OT 184 IsNo -16 0� �•o•••� yy JCA ®VSs N 00 LED LI.! G 0) 6 o Z • J V e 9i Q. Bio Q Ic1 i�r g o0 • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAXW W W.DAVISBEWS.COM TAMPA • IDENVER EST. 1994 ( owq;r 0 0 ca 0 (A 0 1 00 0 F� >w 0 2138 \LDI • SANFORD 'OA rR-TV �6-2312 UPPER FLOOR PLAN NOTES SCALE: 1/4" = 1411 GARAGE LEFT I VERIFY TNE5E CRITICAL DIMEN51ON5 TO MURE WINDOW5 ARE CENTERED ON OPENING BELOW 30'-(D" 8'-I" 11'-11" 1' 6" 2'-6° DAVISs•Y�� x 0 w JOB NUMBER 26002.192 Y Utoo o 2. N00) M >=JM V L °`�i' 0 .. ,v_ Jin 8i C p L sC*l Q ,� lD Z r d Cy) � CAD FILE NAME LOT 184 O ISSUED 07-27-16 DAVISs•Y�� JOB NUMBER 26002.192 Y to Cy) � CAD FILE NAME LOT 184 O ISSUED 07-27-16 3.� 00 b1111111111 co uj • �CI u Gia Z+ LL." r00 Uj 6- 901 dra Q LJd 4 ' • Cry ,� __ l• Cy • 1 so DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.'92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 Millill ql;r 0 0 I cje 00 1 ne 00 0 >= 2138 <1 nIA- SANFORt� O�"AR_V � #16..2312 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FDC 8301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * * * 5TAIR NOTES: RAILING 5ALU5TER5 SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HAND 15 HANDRAILS FOR 5TAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST R15ER HANDRAIL END5 514ALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5, CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION �c ENCL05ED ACCES51BLE $PACE UNDER 6TAIR5 5HALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 STAIR SECTION SCALE: 1/4" - 1411 a X16-2312 PLAN DETAILS 42" H. 36" H, CONTINUOU5 . C x co w o w0 CIQ • JOB NUMBER 26002.192 • LOW WALL GRA5PABLE U oO o h0) Na) N r - >JM � s) jL 0 Z J O 0CJ �0CJ o 6. oW fOti Z��a CAD FILE N 184 ISSUE N 07 ` RAILING 3/4" PLYWD. BEAM PECKING LINE OF 6'-8" MIN, BEAM FLOOR HEAD CLEARANCE / FLOOR SYSTEM SYSTEM �811111 �R, / 1020" 2x 5TRINGER5 LOW WALL I I" N051NG (TYP.) I I e I I LINE OF X S' ( I DOOR IN M 2x TREAD5 AND I I FOREGROUND Ix R15ER5 (TYP) I I 11 TREAD5 AT 1020" EACH UNDER -STAIR PROTECTION �c ENCL05ED ACCES51BLE $PACE UNDER 6TAIR5 5HALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 STAIR SECTION SCALE: 1/4" - 1411 a X16-2312 PLAN DETAILS ui a. 05 cy) UZI .gip. . C x co w o w0 CIQ • JOB NUMBER 26002.192 • C OJ to0N�(M em V ` 00 E U oO o h0) Na) N r - >JM � s) jL 0 Z J O 0CJ �0CJ o 6. oW fOti Z��a CAD FILE N 184 ISSUE N 07 ` SLI ui a. 05 cy) DAVISam SEWS DESIGN GROVP 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM EST. 1994 CDom W Nr Y 0 0 Z m0 z cn z °C � O 00 O >= 0 2138 , • TI TLE • PLAN DETAILS • SHEET • SCALE: 1/4" = 14" GARAGE LEFT UZI .gip. o w0 CIQ • JOB NUMBER 26002.192 • CAD FILE N 184 ISSUE N 07 ` SLI r r ® pZ d uj •U o �- w• r purr® �811111 �R, DAVISam SEWS DESIGN GROVP 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM EST. 1994 CDom W Nr Y 0 0 Z m0 z cn z °C � O 00 O >= 0 2138 , • TI TLE • PLAN DETAILS • SHEET • SCALE: 1/4" = 14" GARAGE LEFT 11/2" THICK 5AND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H JZTEXTURED BANDING NOTE: Z IHIS IJtIAIL �HUUJO IHt ITMAL IHK.NNt= o OF ALL RAISED TEXTURED FIN15H BANDING cx AND 5AND FINISHED KEYSTONES (WHERE X > APPLICABLE) IF THICKNESS 16 TO BE o DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT z_ THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" ASTM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION (REQUIREMENTS TO BE PER 2010 RB.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063, TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" GEAR OPENING HEI6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINII5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN( 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER IF.B.C. 2010 RESIDENTIAL CODE 8612.3 mmma 6� LSHINGLE ROOF G.C. VERIFY ALUMINUM OVER 2x6 5U6-FA5CIA PLT. HT. (TYPICAL) I'-4" W. x F-0" H. ITucclo - DECORATIVE FINISH FIXED SHUTTER 0 Z f c Q ., 12 SECOND FF. LINE 6� LSHINGLE ROOF `A T.O.M. 6" BANDING TEXTURED ❑❑❑❑❑❑❑❑ TEXTURED FIN15H FIN15H El 7-17-1171 El 171 [:J I BANDING ❑❑❑❑❑❑❑❑ BANDING MAIN F.F. LINE �� — _ MAIN F.F. LINE OG COPYRICaHT 2014, TAYLOR MORR16ON GRADE LINE 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 14" 12 vJ Q6 + JOB NUMBER 26002.192 12 6I� 12 2 C 0 'A v/ �� Lo 00 3� to J Lo r0 J MN 0, o °� � cli N d =Jm J 'o ~O oro Go LLt ro°' 04 �Mroti 0,- 0 Zz .1 6 SHINGLE r ROOF PLT. HT. 4" BANDING (TYPJ 16TUCCO FINISH uj �- m .; LL r • _ • CD + I'-4" W. x 5'-0" H. • DECORATIVE FIXED SHUTTER SHINGLE ROOF 4" BANDING 12(TYPJ ro SECOND FF. LINE 1'-0" BANDING T.O.M. 6" BANDING r7 7 4" BANDING TEXTURED ❑❑❑❑❑❑❑❑ TEXTURED FIN15H FIN15H El 7-17-1171 El 171 [:J I BANDING ❑❑❑❑❑❑❑❑ BANDING MAIN F.F. LINE �� — _ MAIN F.F. LINE OG COPYRICaHT 2014, TAYLOR MORR16ON GRADE LINE 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 14" a #16 "23 12 ELEVATION "A" GARAGE LEFT y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 V mmC qqm0 00z W V) oC 0 No 00 0 >= 0 ott I �1 �R • TITLE • FRONT ELEVATION DETAILS vJ x as + JOB NUMBER 26002.192 C 0 'A v/ �� Lo 00 3� to J Lo r0 J MN 0, o °� � cli N d =Jm J 'o ~O oro Go LLt ro°' 04 �Mroti 0,- 0 Zz .1 CAD FILE NAME LOT 184 r 11 a #16 "23 12 ELEVATION "A" GARAGE LEFT y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 V mmC qqm0 00z W V) oC 0 No 00 0 >= 0 ott I �1 �R • TITLE • FRONT ELEVATION DETAILS vJ + JOB NUMBER 26002.192 CAD FILE NAME LOT 184 r ISSUED 07-27-16 uj �- m .; LL r • _ • CD + • a #16 "23 12 ELEVATION "A" GARAGE LEFT y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 V mmC qqm0 00z W V) oC 0 No 00 0 >= 0 ott I �1 �R • TITLE • FRONT ELEVATION DETAILS jr>- ----------- — I I I I • I II SADDLE I yrO �e I I I CAD FILE NAME LOT 184 I I �j 'It ISSUED 16 UPPER ROOF 6:12 i VENT REQUIREMENTS I VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. c LIJ .O V 3 U)LL X 144 = 612 SQ. IN. LL. ... 0C 0 co HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. I 6:12 6:12 0 # UPPER 2/3 ROOF VENTS REQUIRED = 3 0 Z'r20 I 6`11 w 2 6:12 ---r---------- I I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. I I I I I ACTUAL SOFFIT VENTILATION =1480.8 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 G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS w 6:12 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS �l I OF NET FREE AREA PER VENT. 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATIOt TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2. AND ASTM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING of AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 a-� 12 GIRDER (01 TRU55 -\ Q6 GIRDER TRU55 Q6 GIRDER TRU55 SECTION AA. 5CALE: 1/8" : I'-0" 12 Q6 12 6 ` SHINGLE � 6 RDOF 5HINGLE 12 ROOF Q 6 PLT. HT. PLT. T. PLT. HT. STUCCO %� FIN15H -STUCCO FIN15H * 12 8 SHINGLE Q6 SECOND F.F. LINE 5ECOND F.F. LINE ROOF 7 SECOND F.F. LINE T.OM. _ _ T.O.M. / T.O.M. - — TEXTURED /TEXTURED FINISH 7 FINISH 7 2.1p v co �l o� MAIN FF. LINE MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : I'-0" 12 12 6 Q6 /SHINGLE ROOF PLT. HT.PLT. HL_ ■ * 5TUCCO FINIV SECOND FF. LINE SECOND FF. LINE _ T.O.M. _ T.O.M. _ /TEXTURED FIN15H <, * i TEMP. MAIN FF. LINE _ _ _ _ MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION 12 6� PLT. HT. _ _ _ - rb L SHINGLE SECOND FF. LINE _ ROOF/ Y.oM_ /TEXTURED b- FINISH � �l MAIN FF. LINE SCALE: 1/8" : I'-0" 12 6� 12 6 6 2 /SHINGLE Q ROOF PLT. HT. STUCCO TEMP. FINISH 7 T �l SECOND FF. Lli T.OM. /TEXTURED FINISiN 7 MAIN FF. LINE -GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" : I'-0" yA I I x N SADDLE Qy m CAD FILE NAME LOT 184 J �O 0 �j 'It ISSUED 16 N' ~ c= � 00REVI NM� �o; c 6 Q �. >JM c LIJ .O V 3 U)LL 0 0 ro= U�' LL. ... 0C 0 co E L 6:12 CJCJ t3 O iT 0 Z'r20 I 6`11 w 2 6:12 ---r---------- I � I GARAGE ROOF VENT REQUIREMENTS I4 * I VENTILATION CALCULATIONS j I ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. I X 144 =196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. _ I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. ACTUAL SOFFIT VENTILATION = 539.9 SQ. IN. TYP. OVERHANG AT HIP AA (U.N.O.) ROOF PLAN SCALE: 1/8" : I'-0" 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATIOt TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.2. AND ASTM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING of AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 a-� 12 GIRDER (01 TRU55 -\ Q6 GIRDER TRU55 Q6 GIRDER TRU55 SECTION AA. 5CALE: 1/8" : I'-0" 12 Q6 12 6 ` SHINGLE � 6 RDOF 5HINGLE 12 ROOF Q 6 PLT. HT. PLT. T. PLT. HT. STUCCO %� FIN15H -STUCCO FIN15H * 12 8 SHINGLE Q6 SECOND F.F. LINE 5ECOND F.F. LINE ROOF 7 SECOND F.F. LINE T.OM. _ _ T.O.M. / T.O.M. - — TEXTURED /TEXTURED FINISH 7 FINISH 7 2.1p v co �l o� MAIN FF. LINE MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : I'-0" 12 12 6 Q6 /SHINGLE ROOF PLT. HT.PLT. HL_ ■ * 5TUCCO FINIV SECOND FF. LINE SECOND FF. LINE _ T.O.M. _ T.O.M. _ /TEXTURED FIN15H <, * i TEMP. MAIN FF. LINE _ _ _ _ MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION 12 6� PLT. HT. _ _ _ - rb L SHINGLE SECOND FF. LINE _ ROOF/ Y.oM_ /TEXTURED b- FINISH � �l MAIN FF. LINE SCALE: 1/8" : I'-0" 12 6� 12 6 6 2 /SHINGLE Q ROOF PLT. HT. STUCCO TEMP. FINISH 7 T �l SECOND FF. Lli T.OM. /TEXTURED FINISiN 7 MAIN FF. LINE -GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" : I'-0" DINO SANFORD PA x#16`2312 ELEVATION "A"_ rArr GARAGE LEFT INV r DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWI, FLORIDA 34677 813. 925. 1300 TEI... 813.925.1800 FAX V VW.DAVISBEWS.COM �r_`�rw��►v� �I 1� ST. 1994 0 w Y O 0 m0 z (9f) 0 O � z� 00O 'mmq J 2138 • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS II 3A2 II LLj x N U C too Qy m CAD FILE NAME LOT 184 J �O 0 �j 'It ISSUED 16 N' ~ c= � 00REVI NM� �o; c 6 Q �. >JM c LIJ .O V 3 U)LL 0 0 ro= U�' LL. ... 0C 0 co E L CJCJ t3 O iT 0 Z'r20 DINO SANFORD PA x#16`2312 ELEVATION "A"_ rArr GARAGE LEFT INV r DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWI, FLORIDA 34677 813. 925. 1300 TEI... 813.925.1800 FAX V VW.DAVISBEWS.COM �r_`�rw��►v� �I 1� ST. 1994 0 w Y O 0 m0 z (9f) 0 O � z� 00O 'mmq J 2138 • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS II 3A2 II LLj • JOB NUMBER 26002.192 Qy m CAD FILE NAME LOT 184 �j 'It ISSUED 16 c= � 00REVI ��'/ c 6 1® •• •• �® c LIJ .O «. •+ LL. v j F'.OD �� ' co DINO SANFORD PA x#16`2312 ELEVATION "A"_ rArr GARAGE LEFT INV r DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWI, FLORIDA 34677 813. 925. 1300 TEI... 813.925.1800 FAX V VW.DAVISBEWS.COM �r_`�rw��►v� �I 1� ST. 1994 0 w Y O 0 m0 z (9f) 0 O � z� 00O 'mmq J 2138 • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS II 3A2 II �^ BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OF MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 / f 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 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED ( CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALiEXTERIOR WATER PROOF CAULKING L� I i PER BUILDER ISH i PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST �I AND UP WALL BY 6" I WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING 421'�TyF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sT 3.1�P WEATHER RESISTIVE BARRIER 6P SILL PLATE (SEE DETAIL B 401 O 2 FOR OPTIONS) CORNER PATCH FLASHING �► NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / i / EXTERIOR RESISTIVE SHEATHING BARRIER � TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 2 i 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 2X4'S @ 16" O.C. BIRG EXT WALL xi FLASHING TO EXTEND 36" C x ro 0) DAVIS BEWS DESIGN GROUP C 7/16" O.S.B. SHEATHING 0 EXTERIOR FINISH 150 STATE STREET EAST OWSMW MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA •DENVER BUILDING WRAP BEYOND EST. 1994 PER BUILDER r _I G. PROVIDE FLASHING 0 i• 0 0 BOOT AT POSTS 0W z Ln oro Co PLASTER STOP 1%%EL 0 L�}iN o . tp 37 OOF MEMBRANE � lCr. WATERPROOF MEMBRANE 0 o ZG2ov LCE 7/16" O.S.B. SHEATHING L) 0 old FLASHING. ORR PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" �e f 20" FLOOR TRUSS � I I I `-SEE STRUCTURAL FOR ..4 CONNECTORS 24" FLOOR TRUSS k SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM), WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND 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. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. aO\VDING 7. AT BUILT-IN GUTTERS. SA�FoRlD �IPAR'4; _'.312 FLASHING DETAILS • JOB NUMBER 26002.192 • CAD FILE NAME LOT 184 ISSU4®11 ! 10 ! 11I ®I''27-16 LLI • 41 M o f Ma xi C x ro 0) DAVIS BEWS DESIGN GROUP C Lo J Lo r0 0 150 STATE STREET EAST OWSMW MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA •DENVER EST. 1994 2N000) r _I C'i 'J M 0 i• 0 0 roc ~ 0 0W z Ln oro Co 1%%EL 0 L�}iN o . tp 37 � lCr. 00 0 o ZG2ov 0 • JOB NUMBER 26002.192 • CAD FILE NAME LOT 184 ISSU4®11 ! 10 ! 11I ®I''27-16 LLI • 41 M o f Ma 2138 • TI TLE • FLASHING DETAILS I� � qJ o - 00 C T-1 co 0 V-4 0 z css 11,1 C co -j LL xi 0) DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OWSMW MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA •DENVER EST. 1994 V r NrO 0 0 z 0W z Ln ne 0 37 00 0 0 L) 0 old 2138 • TI TLE • FLASHING DETAILS I� � qJ o - 00 C T-1 co 0 V-4 0 z css 11,1 C co -j LL 5HEATHING TEXTURE FINISH COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP 5CREED TERMINATE 5ELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.5. 5ELF ADHESIVE FLASHING MA50NRY BLOCK WALL V WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF AnUCDCrl Cl ACU]Klt- o / -1 nn kin BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING 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 SUBFLOOOO/R RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER t EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED ASPHALT ADHESIVE 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW �^ OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) .N SCORED / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL Wt METAL LATH IN zz ACCORDANCE WITH STMC1063 ASPHALT SEALANT:WFF� EXTEND MIN. OF 6° BUILDING PAPER TEXTURED, PAINTED 7/16" O.S.B. ~ (BEFORE FOLDING, SCORE U rtoo EXTER. WALL FINISH EXTEND A MINIMUM 6" SHEATHING ROOF CRICKET: VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) MIN: 3:12 SLOPE PLASTER STOP — THRESHOLD CRICKET AS ;;r.;:,:;-: „:..;,; • SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP RC SHINGLE OVER ISSUED 6 METAL 7'4 66 a O�'• UNPERFORATED FLANGE 7/8" ' FLASHING C 6 O ca 00 �°' _s mLL 31/2" C4 r o++0 41 °0 UNPERFORATED � I FLANGE 7/8" O \ WEEP SCREED DECORATIVE FINISH Q ®• MAINTAIN *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT ED BOTTOM OF PLASTER SHEDDING LAPS WEEP SCREED OVER ALL INSIDE AND IW-1-1IY- 11/2" TO 2" SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR ABOVE ROOF EXTERIOR DOOR WITH DECK INSIDE CORNER WILL NEED TO BE SHEATHING ®ate CEMENT PLASTER IN MITER CUT AND • �'j' P `` • °°0 C ACCORDANCE WITH CAULKED ALL BUTT ®•� JOINTS NEED TO BE ASTMC926 OVER WOOD EMBEDDEDIN .Ml SEALANT USING _ 2ND FLOOR ' VULCUM CAULK FOR ALL,i ASPHALT SEALANT:WFF� EXTEND MIN. OF 6° -- RELEASE PAPER TEXTURED, PAINTED SELF -ADHERED FLASHING, ~ (BEFORE FOLDING, SCORE U rtoo EXTER. WALL FINISH EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ROOF CRICKET: VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) MIN: 3:12 SLOPE PLASTER STOP — THRESHOLD CRICKET AS ;;r.;:,:;-: „:..;,; • SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP RC SHINGLE OVER ISSUED 6 METAL FLASHING 3-1/2" 7'4 66 a O�'• UNPERFORATED FLANGE 7/8" REUI QA%% 0 0 a� r _j 0 C 6 O ca 00 �°' _s mLL C4 r o++0 41 °0 � I O \ DECORATIVE FINISH Q ®• o *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT ED ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER SHEDDING LAPS OVER ALL INSIDE AND IW-1-1IY- BLOCK IST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR EXTERIOR DOOR WITH DECK INSIDE CORNER WILL NEED TO BE ®• ASPHALT SEALANT:WFF� EXTEND MIN. OF 6° �.vry 1. vr�w. FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j I MANUFACTURES U rtoo EXTER. WALL FINISH o SPECIFICATIONS ROOF CRICKET: N. 26002.192 MIN: 3:12 SLOPE PLASTER STOP — CRICKET AS ;;r.;:,:;-: „:..;,; • SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP RC SHINGLE OVER DIVERTER FLASHING f ... DRIP EDGE J FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r YW.. rr. HOLD EXTERIOR °` ° r.,` FINISH 2" ABOVE ROOF FLASHING s:;• •. CAULKING \ :; FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV. V FLASHING TYPICAL. ROOFING FELT DRIP EDGE -"�-- FASCIA FIGURE 3: CORNER DETAIL FLASHING W/" \ CONT. GALV. " FLASHING PER MANUFACTURI SPECIFICATIOI \ OVER ROOF ROOF MATERIAL PER SHINGLES W/ 1 ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHINGW/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT RSO RGOF pEGK METAL DRIP EDGE TO BE UNDER ry'�Fq 'Sil, UNDERLAYMENT AT OC�O �c�,ROOF EAVES S 0 tic,�oq cyq�C R10& OAl yq Olt OGPp O IpAEN� pp TYPICAL ROOF TO qR tioo 00 25% 5� Uovell" \ a`ENp` WALL FLASHING DETAIL Fq-1,>, 0 � 51\AGpv 41NGO& 3Rp "00"' uFyS� \ SE DO NOT NAIL WITHIN 6" VALLEY CENTERLINE 2N0 �g4 Gp RAKE METAL DRIP EDGE z2 29 TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT j 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" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL / r NOTE: \\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. )UBLE JOIST AM BELOW 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK U4 x ro w O. ra U rtoo JOINT ONLY o J h� 0 • • N. 26002.192 c1li 2N0co V-4 N y •?•;JM CAD FILE NAME LOT 184 ISSUED 6 METAL FLASHING 3-1/2" 7'4 66 a O�'• UNPERFORATED FLANGE 7/8" REUI QA%% 0 0 a� r _j 0 C 6 O ca �°' _s mLL C4 r o++0 41 °0 �+ Z�2° 1/2" CEMENTITIOUS U- U4 CD O. ra VULCUM CAULK BOTTOM (1-0 6 JOINT ONLY o ,�4 00 • • JOB NUMBER 26002.192 c1li 1C V-4 0 CAD FILE NAME LOT 184 ISSUED Q .. 27-16 METAL FLASHING 3-1/2" 7'4 uj UNPERFORATED FLANGE 7/8" REUI QA%% 71� C WEEP SCREED ,<f _s mLL 1/2" CEMENTITIOUS U- DECORATIVE FINISH Q ®• o ED ALL INSIDE AND IW-1-1IY- •,• Gy OUTSIDE CORNER ® WILL NEED TO BE ®• ®ate MITER CUT AND • �'j' P `` • CAULKED ALL BUTT ®•� JOINTS NEED TO BE EMBEDDEDIN .Ml SEALANT USING _ ' VULCUM CAULK FOR ALL,i DAVIS BEWS DESIGN GPLOVP 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 .925 . 1300 TEL 813 925. 1800 FAX W W W.DAVISBEW&COM 2 1/2" PERFORATED TAMPA FLANGE 1/2" WEEP SCREED EST. 1994 BLOCK ®®,®°® f INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR 0 0 0z z cn pmmq 0 000 vmmq 0 2138 OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED - FLASHING PATCH )HERED FLASHING DING SANFORD AF # 232 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.r.S. • TITLE • FLASHING DETAILS • SHEET�� • MICROWAVE OUTLET +14" WP. / GF.I. FOR TAG. SERVICE ELEC. METER COACH LIGHT WALL W.P. MOP G.F.I. COACH LIGHT L W.P. A/C GF.k DISCONN. LEGTfRIC L <� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER o.p. WEATHERPROOF DUPLEX OUTLET 'G.F.L GROUND FAULT INTEMPTER 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 Ip DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE } WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;O• RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� c SMOKE / CARBON MONO. COM50 DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU/> ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL BIND 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.. J4" (UNLESS A5V COUNTERTOP) TELEV16ION... 14" 3. ALL BROKE 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 �i� ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, PENS, SUNROOMS, I�CI�ATION R00MS, MAKE-UP CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.i. LIGHTS DEVICE ANp TAMPER -PROOF RECEPTACLES PER NE.C. 2011406.12 ANO 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WM IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUWING 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. ALAWS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC, REFER TO FLOOR TYP. 14 AND 012 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL MO COPPER TO WATER HEATER UNDEI%ROUND 18 COPPER TO RANGE SERVICE BY 04 COPPER TO 5/8" GROUND ROD POWER COMPANY ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL S4t4FORC1 COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 2 MAIN FLOOR ELECTRICAL PLAN � mbW ��' • JOB NUMBER 26002.192 • CAD FILE NAME LOT 184 ISSUED 07-27-16 REVISED • x m - _a) ztil DAVIS BEWS DESIGN GROVP C U rLo0 EST. 1994 0 h ryN�' 0N1'!M >=JM O (3 LL • -0 JT 00 o C � 0 � C1 E 11 - ,= 0 6 .c m o zz24 • JOB NUMBER 26002.192 • CAD FILE NAME LOT 184 ISSUED 07-27-16 REVISED 2138. • TITLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • - _a) ztil DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • L]ENVER . EST. 1994 2138. • TITLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET • a 16'2'12 UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT LECTfRICAL < 1 DUPLEX CONVENIENCE OUTLET x (aw DUPLEX OUTLET ABOVE COUNTER 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER o,P. WEATHERPROOF DUPLEX OUTLET U too to -' N' N�(Yi LL �`T^ 8icoo lLs� N "0-0 0 oc*0n -20 Z V V .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR �@E 220 VOLT OUTLET I WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ((Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U7 ROUGH -IN FOR OPT. CEILING FAN v � HORIZ c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES1 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTER5 (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISION.. All 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 (G.F.1) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F5C.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 C. VERIFY LOCATION MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING )R CEILING FAN PURPOSES. RE -WIRE 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. a 16'2'12 UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT JOB NUMBER 26002.192 CAD FILE NAME LOT 184 ISSUED 07-27-16 REVISED • x (aw 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER C 0 00 > EL. U too to -' N' N�(Yi LL �`T^ 8icoo lLs� N "0-0 0 oc*0n -20 Z V V JOB NUMBER 26002.192 CAD FILE NAME LOT 184 ISSUED 07-27-16 REVISED 2138 • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • --------- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER -�� EST. 1994 2138 • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF/100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -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 @ 10'4' MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED S4 REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS,THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FIND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Win' U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 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 = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. 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 CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 A RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 16' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED) DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S4 WIND PRESSURE & SUCTION EFFECTIVE NOTES & CONNECTOR LEGEND S4.2 (PSF) WIND (�) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O5 GENERAL DETAILS (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 TWO STORY DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 8 (+) 19.0 (+) 19.0 50 (- 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" N (+) 18.4(77777 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 „l 5 5 �� a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 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 INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 w/ BED ROOM PER TB -55 (TL/JV) S1 APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 CREATED ELEV. B W/ OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 0 0®orr�"talrr®s w M ��i� a ®a� •°®••••••••••• Nz �I�� LI 00 •• 2 ,,' Y p A. = Z 0 - , D ~� tR O; N s ° (in)ka' �j , r�9 Z Np co 0 m LL 9, w 4� 0 z' O O C o m cL) Q z C' VJ W x O w �st z 06 z 0co � J U oQ SNF W U z�� 0 W ) �^ Uj V cy _ ..�� s D 000 CO) T_ z<0 0 J J V W I- O �Wm _0LL U Z aa= 0 hal~ STRUCTURAL ENG CFG / BED 1.1-11,.. DRAFTING: p\_DING -STRUCT: TNT 0 SANFOi�® QC CHECK: CC JOB No. TM -2152854 SCALE AS INDICATED DATE: 08/10/2016 S1 N VJ 0®orr�"talrr®s w M ��i� a ®a� •°®••••••••••• Nz �I�� LI 00 •• 2 ,,' Y p A. = Z 0 - , D ~� tR O; N s ° (in)ka' �j , r�9 Z Np co 0 m LL 9, w 4� 0 z' O O C o m cL) Q z C' VJ W x O w �st z 06 z 0co � J U oQ SNF W U z�� 0 W ) �^ Uj V cy _ ..�� s D 000 CO) T_ z<0 0 J J V W I- O �Wm _0LL U Z aa= 0 hal~ STRUCTURAL ENG CFG / BED 1.1-11,.. DRAFTING: p\_DING -STRUCT: TNT SANFOi�® QC CHECK: CC JOB No. TM -2152854 SCALE AS INDICATED DATE: 08/10/2016 S1 e 30'-0" 2 STORY FOOTING A/C PAD SD2 SD2 2'-8" 16-0" ol 2'-8" T-10" 0" 8'-8" 21'4" 2 STORY FOOTING 30'-0" 0 Z O 0 LLO N 00 ih - FOUNDATION NOTES: LU 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I--' LAPPED MIN. 6" AND SEALED. Q 2, PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. Z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. C* W 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY c COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. - 9. NO WOOD, STAKES PERMITTED IN FOUNDATION. v W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED (Y DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS �� IlgppIU//B AND LAP SPLICE. SEE DTL MF09 AND MF1 0 ON SD1 FOR STANDARD W FOOTING STEP DOWN AND CORNER INFORMATION. � ,y/��'�' M 40 i 00 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE • 000 •° /04 ;z' i 20=W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH LL• Y o PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION _ 0 0% -1 = pot = Z J 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ¢ o! Z COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Iro Q, W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �000 w`� Z o PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL � °••po®• CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO .�( P ®�� FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. M LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. CJ, 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND p,CN FOOTING SIZES PENDING DEPTH OF STEMWALL. v,6 FOOTING SCHEDULE trno O12 x12 x12' dp w/ #5's @ 6 O.C. EA. WAY MIN (2) # 5 E.W. ` O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. * g 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. w 4 Ica 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z O36 x36"x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. 0 a- LU 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Co Z 06p OZ 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. Z ffi O F- 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Q z O a O5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. z C) �? Ui � Q W Z t O p LLW W SYMBOLS LEGEND v s ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. O m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. U oro N off° ra W �W0 1 OO 0=z W >'z Q IH�H CL STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNT QC CHECK: CC ODSANFORL) JOB No. TM -2152854 SCALE: AS INDICATED DATE: 08/10/2016 FOUNDATION PLAN - 1/4"=11 -011 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. C? zo Ln 0 ti SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. r^r O > CID V W M W atj%J111111111 �os®®o�®®®+• ��"//®®SII W co e®® p"• �� i tC8 a � • � O .J Z a U • 0 o Vol 0 J N Q Z C1 r^r O > CID V W M W atj%J111111111 �os®®o�®®®+• ��"//®®SII W co e®® p"• �� i tC8 a � USANFORD DATE: 08/10/2016 DOWEL LAYOUT PLAN 1/4"=1 0-011 #1 6 3 12 S3 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. • � O .J Z a • 0 o Vol 0 J A •�®o®o ® (� Z C1 "'®rr►rrnre �e�� orc O J m LL O • r" MC' amt p Ica /z/� V O W Q Z 0" Q) r L~ 1..1.. J J Z ., W o d NNS o W -jO z ,�� 0 0 � w W s _ 000 � r Z000 0 J J ACO�'� W �W0 0 P 0 0=Z J V W Z � aa= 0 F-2 STRUCTURAL ENG: CFG / BED DRAFTING----------------- -STRUCT: TNT QC CHECK: CC JOB No. TM - 2152854 SCALE: AS INDICATED USANFORD DATE: 08/10/2016 DOWEL LAYOUT PLAN 1/4"=1 0-011 #1 6 3 12 S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. �p� co r- oo rn rn rn w 0 co ti ca 1' -FIRST F FRAMING P /4"=1'-0" NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. W Q D 9 z 0 � U Q 0 R� O V w Uj 11111191110® rn 0 +• ©A w = Z z CA o �-' - W Q �c �- Z ❑ s�� °io•o •soo®oo �� O m LL V N CA o ' O U }� z O 0 _ Z caJ W o 0 '{ Z 06 t� zct�ffi J L- z a .� W Z�� V J H U_ W I— Q U 00 � H 0� 52 CO) VLLI O IW- 0 � �_z U W Z 0_. QQ= O F -2H STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNT QC CHECK: CC g�\LDING JOB No. TM -2152854 USCALE AS INDICATED DATE: 08/10/2016 �FPAFll�� #16-2312 S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2"" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 3rd. PT. PLATE BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If P 3rd. PT. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6"' EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 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. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"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) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) 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 & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6"' EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 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 O(2)2X4 SYP #2 BUILT UP STUD COLUMN BO (3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST 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. OP 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. SO 7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O FRAME TO FRAME O - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 6"' EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" 1 META20 w/(7) 10d x 14' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 d 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 1Z' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 F3 H10A w/(18)10d x 1NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS 41 P `�` H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS (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 & 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 El MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 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'x23' TAPCONS a 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 & 10 R 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)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928plf 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 19 HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS SIRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" PLATE TAPCONS !0 U_ 4%� � LLI ai ON MASONRY: SIMP. META16 . z TO POST: SIMP. HTS20 OR LSTA18 d TO BEAM: SIMP. HUC410 w/(18)16d & m 01 (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 ° 00 00 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 41 P `�` TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 83.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 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'x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 63.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING 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 REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT --r-STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 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. �L003 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. W Q W X61 119 '�, .°. ®°D rn &D !0 U_ 4%� � LLI ai . z O 0% d LL, m 01 ¢ aC O; 2 2_4 La Y 00 ° • v• .°°�a o z ° 00 00 j ` Ln '4/111111411 41 P `�` ? NOTES & CONNECTOR LEGEND DATES 08/10/2016 TE '�p_DtNc 1/4"=1 1-01 S4.1 SANT=0RL1 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 W ADD STRAPS TO S06 EA. SIDE OF WALL SD5 I, -co a)0 0 0 0 0 o O 0 0 rn ao ti �p�L O O O e— •— •— O O O 0 0 LO d - OV EXTERIOR FRAME WALL 0 SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES -- - -- -- --- - __ .- _.. _..._... WALL HEIGHT STUD &SPECIES SPACING SPACINGA INTERIOR ZONE END ZONE � 8'-0" W 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX V-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX V-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX y ° °.°�2'. WM � D_ -t 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX _= LLJ; Q u l 00 p: Z :v- J 0 Z EXTERIOR FRAME WALL NOTES � 4P :.% ` o lo 04 1 2x4 WALL TO E WITHIN DTHE WALL END ZONE. S WITHIN 5 FT OF CSEE OCHART ABOVE FOR RNER ARE ERED W Q REQUIRED STUD SPACING. �U®!�! 1 �® Q 2. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" \'s �" O STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ m TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL ' OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 0 - SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS �I 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 �� r 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. • o 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO O FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. *' c ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B , Oro Z Q C_� W °gj��, z z�� Zia 0 � Q� WLL Z6 � ,v J O° O W ry V ao off° to U � OC�L1 O H O �Wm F— opo Z - as= O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT TNT QC CHECK: CC nSANFORD JOB No. TM -2152854ROOF FRAMING PLAN __ SCALE: AS INDICATED �F— ------- OAR � DATE: 08/10/2016 1/4 11=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 1 6-2 3,2 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. STANDARD 2ND FLOOR FRAMING NOTES: W Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - -- -- -- -- TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) O ~ 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. i V � G7 o W EXTERIOR FRAME WALL 0 SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES -- - -- -- --- - __ .- _.. _..._... WALL HEIGHT STUD &SPECIES SPACING SPACINGA INTERIOR ZONE END ZONE � 8'-0" W 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX V-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX V-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX y ° °.°�2'. WM � D_ -t 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX _= LLJ; Q u l 00 p: Z :v- J 0 Z EXTERIOR FRAME WALL NOTES � 4P :.% ` o lo 04 1 2x4 WALL TO E WITHIN DTHE WALL END ZONE. S WITHIN 5 FT OF CSEE OCHART ABOVE FOR RNER ARE ERED W Q REQUIRED STUD SPACING. �U®!�! 1 �® Q 2. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" \'s �" O STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ m TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL ' OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 0 - SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS �I 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 �� r 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. • o 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO O FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. *' c ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B , Oro Z Q C_� W °gj��, z z�� Zia 0 � Q� WLL Z6 � ,v J O° O W ry V ao off° to U � OC�L1 O H O �Wm F— opo Z - as= O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT TNT QC CHECK: CC nSANFORD JOB No. TM -2152854ROOF FRAMING PLAN __ SCALE: AS INDICATED �F— ------- OAR � DATE: 08/10/2016 1/4 11=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 1 6-2 3,2 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS z J n W ^W LL H C� W r z O CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ° e _ d �.°•d O° ZBOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS ROUGH OPENING PER PLAN Id ` e,•••I. � d. n.Ie METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) • ., v �. .=.0 ,'fid ' . 9. • � � � LLJ 4 U) C� U_ a nl Uj W th W 14 1 dam. �e � .' =e. q 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 d CONC. w/ (1) #5 DIA. REBAR A4I!1 I I I!I I;1 SEE PLAN FOR TOP OF WALL AND LINTEL INFO .., GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE ° . NO -SHEAR WALL AT OPENING "D11 TYPI AL SHEAR WALL SEGMENT 4 #3 1 7/8 d d d, 41i 9 1/4 FRAME INFILL AROUND, �.'. 5 5/8 91/2 IA WINDOW BY BUILDER . '' �'' SEE FOUNDATION 24 #5 SEE WF01/SD3 FOR / \ A4I!1 I I I!I I;1 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO .., GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE ° . NO -SHEAR WALL AT OPENING "D11 TYPI AL SHEAR WALL SEGMENT $11 "/4 #3 1 7/8 416/4 d d, 41i 9 1/4 FRAME INFILL AROUND, 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 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE LINTEL PER PLAN `. „711 "D11 TRANSOM OPENING $11 "/4 #3 1 7/8 416/4 •� 41i 9 1/4 FRAME INFILL AROUND, �.'. 5 5/8 91/2 20 WINDOW BY BUILDER . '' �'' SEE FOUNDATION 24 #5 SEE WF01/SD3 FOR / \ 7 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 25 33/4 MORE INFO 151/2 30 • ., 33/4 81/16 s' ON EITHER SIDE U.N.O. 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 (2) 2X8 WOOD HEADER �'.'. 213/4 42 '- TURNED SIDEWAYS. ;: ,'.:. :`.:..,•; ' FIRST PLY 2X8 TO '•': ':: '' MASONRY WALL W/ DOOR OR WINDOW OPENING':. 1:.�? SIMPSON HUS26 HANGER MAX. OPENING 6 FT .1�. t '. @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE „711 "D11 $11 "/4 #3 1 7/8 416/4 2,1/4 41i 9 1/4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 I LAP SPLICE ;4 4 a° e + $ . 'e a 4� EMBEDDED STANDARD 90° HOOK L STANDARD 11800 HOOK #3=2%2' #4=2Y2' #5=2Y2" #6 = 3" #7=32" 8" x 8" x 16" CMU U.N.O. 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 8'-2" 16'-0" L 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 LU STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1B/8F24-0B 8F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. - 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113 / 2931 8672/4576 10000/6224 8" BEARING EA. END � n 3 -4 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 $328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4692 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0Z 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD A 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O 10'-0" 292 567/454 1366 / 1277 2423 / 1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 Q 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 0 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 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 -- --- - 18-0 0 211/0 750/0 1177/0 1676/0 ca 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL LL] 20'4" 0 180/0 598/0 1024/0 1441 / 0o W 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981 /0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 1 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 1�1►11111l►11 CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL e��' * boo, uj M 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE °°° °"'°.•° �j °�. 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. •°° °'•cm 00 3'-0" 1230/1230 2769/2769 4085/4085 •0 ` O O:� =�a 3'" 1081 / 920 2769 / 1716 4085 / 2839 LINTEL DESIGNATION S I G NATION SCHEDULE O w ij: Q W = = Z -4 4'-4" 846/833 2121/1716 3127/2839 z° ¢ �: �•'' Z Lo p J 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / �� Uj 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED .••�GJ�`�`` z p 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #6 a 8RF6-1 B/1T BOTTOM OF LINTEL EBAVITAR ��Y o� •®.P k�®�`�` < O 8'-4" 415/235 1152/1152 1694/1552 O 8F16-1B/1T °®o' ,,,,e O _j CO LL O 8F8-1B/1T �—QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT 0 8F16-1B/1T NOMINAL WIDTH ° O 0TYPE DESIGNATION •' E 8RF14-0B/1T ' v co O�4 N 8F16-0B/1T 1-1/2" CLEAR o'.j O 8F20-1B/1T _j ` 0 „ z H _ #5 REBAR AT TOP MIN. (1) REQ'D a O 8F20-0B/1T U 0 ¢ z C.M.U. ' O 8RF22-16/1T © GROUT z #5 REBAR AT BOTTOM OF LINTEL O 8F24-1B/1T CAVITY o + 0 8RF22-0B/1T -�` BOTTOM REINFORCING PROVIDED c 0 7-5/8" ACTUAL IN LINTEL (VARIES)' M 8F24-0B/1T 8" NOMINAL WIDTH o N 8RF30-1B/1T FILLED P - '1 8F32-1B/1T T 1 1 /2 CLEAR 0 � � 0 8RF30-0B/1T C�7 ¢w O_ #5 REBAR AT TOP MIN. (1) REQ'D Z s 81732 -0B/1T U � 0 << C.M.U. W 0 O 81738 -16/1T °° — 7 , a� 5� 0 L 0 �� °6 FALA� 12 -1 B/1 T `- �Q �, � 40-OB/1T �l`-----_+ BOTTOM REINFORCING PROVIDED7-5/8" ACTUAL IN LINTEL (VARIES) 8 -OB/1T 8" NOMINAL WIDTH vUNFILLED co Z W 0SAFE LOAD TABLE NOTES7N ES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 88i� `Z UST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ! J 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 4 2. 0 = NOT RATED. I 1- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W ti W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR _ -- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. S 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 Q IV 11 V 000 F— cti ZQO COV w O P p0 1 LINTEL PLAN in 1/8"=1'-0"= Z I— O V Z v Z � � aa= O0 HCH a. STRUCTURAL ENG: CFG / BED DRAFTING STRUCT: TNT QC CHECK: CC JOB No. TM - 2152854 d��LD/NG -----------.- — SCALE: AS INDICATED SANFORD DATE: 08/10/2016 /1 4DO8 REBAR SPLICE DETAIL p2�e�1 SCALE: 3/4" = T_0.. # 1 V— 2 J 2 S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB FOUNDATION PLP (1) #5 FROM FTG. TO TIE BEAM SPLICE TO MIN 4 U W `M ,< .1 '' ....4+ PER MFG FINISH PER ELEV. BE MIN. 25" GROUT A, FOUNDATION PLAN CELL SOLID FINISH FLOOR �I PENETRATING MASONRY WALL PIPE "II (1) #5 CONT. w/ 1-1/2" SEE PLAN PVC SLEEVE MIN..I U) DIAMETER TO BE 2( - CONCRETE SLAB PER CLEAN COMPACTED 13 FILL @ 95% STANDARD j FOUNDATION PLAN COVER TYP. Ile lo 11-1/2" COVER TYP. CONC. SLAB PER 2 1/4 I FOUNDATION PLAN ` VARIES - SEE PLAN a ° I' �w m a g —I I to e d GRADE z� w INA = w z 00 N bo I—I °4 � ° ° - M 4 U_ I—II _ (2) #5 BARS CONT. = I I I I (2) #5 BARS CONT. I III=I I CLEAN COMPACTED W/ 3 COVER TYP. 3 COVER ' —CLEAN COMPACTED W/ 3 COVER TYP. 3 CdVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY 1'-411 1'-411 10, DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTINGFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" % 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER z CONC. SLAB PER 8"x12" THICKENED 8 g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. NN FOUNDATION PLAN w/ 3" COVER TYP. L1. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER � 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q rl PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 REQ'D BELOW U) MIN 4 U W `M ,< .1 '' ....4+ PER MFG FINISH PER ELEV. CONC. SLAB PER A, FOUNDATION PLAN *Z•CC a "I " oLU IM* 0; Z .p Q : LD • •. .• , d'� ® +. •• O:( ,, �® t FINISH FLOOR U -J 0 0 ILL PENETRATING _. q PIPE w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" 11= PVC SLEEVE MIN..I — —I I— — FOOTING PER PLAN DIAMETER TO BE 2( - PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD j FOUNDATION PLAN COVER TYP. Ile lo 11-1/2" COVER TYP. CONC. SLAB PER 2 1/4 I - - -- x 25" x 25" CORNER THRESHOLD PER MFG FOUNDATION PLAN CONC. SLAB PER d °e ° • � ` V) CONCRETE SLAB PER W FOUNDATION PLAN 4 4; o I a .4 ` BAR, ONE FOR EA. v _° _ p a FOUNDATION PLAN w g z 2x PT SILL PLATE 2x P.T. SILL PLATE N d.' < a aI ° I "I HORIZONTAL REBAR, TYP. U.N.O. CONC. SLAB PER I I—I a w o'a s a 0 FOUNDATION PLAN wr1I4/ � (2) I l— (/� .• � e' a ... ° '.d a: � a : , � � .,°. e � '� 3 „ .. , I •'4 n : � . •, ` , a #5 BARS CONT. —III=III=III a 'd d- .' °I,d' :. O ' •.a ! + °., SLOPE W/ 3 COVER TYP.; @ 2 CONDITION"LP I ° _ —4. d_45° a I _ —I 1 —; I— =I I—III=III ISL—..III= _III�—III_II—III—'I- • III I �' •.. II II ;—_� .A II — Iv— 4 PER MFG -STORY #5 BARS 20" 1 i1=II- .I 11. — _ d —) I __ _I I_II I, I• I I_S•' I " SLOPE EXT. SURFACE (3) w/ M U 1 . I I 11.. _ 111 I 11-11 III 111-1 W 16" — W_ ��'811 811 � 01 z LU > _/10 CLEAN COMPACTED O (2) #5 BARS CONT. w/ 311 CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. w/ 3 FILL @ 95% STANDARD U COVER TYP.; AT 811 811 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD DENSITY " ih DENSITY DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE - — -- BARS REQ'D & FTG TO DENSITY A 0 BE 20" WIDE NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" w \ a a.y.. GRADE Uj Cn a , ' as e a on I 17111 A. i w o 4.° • a a° ° , a = _ III � I_I 11=1'4 I—II d I- - = I l I I I I I( II—,ISI—IISI II --III SI IIT—II SI.II_�I II oI—— 1 I—SI II; q.d44 8W A_ d . ° 1-1 I—I l I I _I I I—l.' II F— W • ° '4" ° r�r_ o� ' I s -I ( = I =III =) I — (2) #5 CONT. w/ 3" OU (2) #5 CONT. w/ 3'� = 16" MIN. = COVER TYP. (2) #5 BARS CONT.r, COVER TYP. ' I =III—III—III—III—I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY =0 FOOTING @SHOWER AT MASONRY FO THICKEINED EDGE AFO TYPICAL STEP FOOTING DETAIL 1 3/4"=1'-0" k� 3/4"=1'-0" ® FILLED CELL PER PLAN - -- ---- --- - - - 4" GARAGE TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL / BEYOND DRIVEWAY BY e.BUILDER- CONCRETE 4 c......... OR PAVERS a 00 F7 _ =I` CLEAN COMPACTED — FILL @ 95% STANDAR DI — I DENSITY g" 3" COVER TYP. 8" x 8" THICKENED EDGE w/ (1) #5 CONT. VLIVJI I 1 I THICKENED EDGE @ GARAGE DOOR AF1*kFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" CENTERED AT PIPE 8 C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE d LOOP TIE (TYP.) o = I = ISI, ill . FOOTING PER PLAN PVC SLEEVE 3/4"=1'-0" PVC OR SCH40 SLEEVE SEIAN FOR SIZEII I II —I IIT & REINF. I=1 ' 3/4"=1'-0" C-;) W 4 FO BEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING ®►w�wa�►o� 3/4"=1 C0 1 1.��r'�� ui M •.00 .00 ? p; •� J o 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS ° ° .. 4 do P e I� e ° 8"CMU- U W `M ,< .1 '' ....4+ PER MFG FINISH PER ELEV. CONC. SLAB PER A, FOUNDATION PLAN *Z•CC a "I " oLU IM* 0; Z .p Q : LD • •. .• , d'� ® +. •• O:( ,, �® t FINISH FLOOR U -J 0 0 ILL PENETRATING _. q PIPE d .I I d GRADE 4 - J i 11= PVC SLEEVE MIN..I — —I I— — FOOTING PER PLAN DIAMETER TO BE 2( - PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" CENTERED AT PIPE 8 C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE d LOOP TIE (TYP.) o = I = ISI, ill . FOOTING PER PLAN PVC SLEEVE 3/4"=1'-0" PVC OR SCH40 SLEEVE SEIAN FOR SIZEII I II —I IIT & REINF. I=1 ' 3/4"=1'-0" C-;) W 4 FO BEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING ®►w�wa�►o� 3/4"=1 C0 1 1.��r'�� ui M •.00 .00 ? p; •� J o 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS ° ° .. 4 do P e I� e ° REINFORCEMENT EMENT SEE U W `M ,< .1 '' ....4+ PER MFG SLOPE MASONRY WALL SEE PLAN'FEW CONC. SLAB PER FOUNDATION PLAN A, (1) #5 FROM FTG. TO TIE BEAM MIN. 25" SPLICE GROUT CELL SOLID PER PLANS *Z•CC a "I " oLU IM* 0; Z .p Q : LD • •. .• , d'� ® +. •• O:( ,, �® t Q III Q ap U -J 0 0 ILL _. q d .I I d FOUNDATION PLAN FOR QUANTITY ° A .r' I, as 4.4-, 4#5 x 25" x 25" CORNER THRESHOLD PER MFG ° d 'a . 4' °• ' . r d °e ° • � ` V) 4 4 °' 4 ° 4 4; o I a .4 ` BAR, ONE FOR EA. v _° _ p a ° °' "°' o 77= - o v N d.' < a aI ° I "I HORIZONTAL REBAR, TYP. U.N.O. CONC. SLAB PER I I—I d --� 0 FOUNDATION PLAN (2) I l— #5 BARS CONT. —III=III=III ' •.a ! + °., SLOPE W/ 3 COVER TYP.; @ 2 CONDITION"LP 4 PER MFG -STORY #5 BARS 20" " SLOPE EXT. SURFACE (3) w/ M U OR GRADE 1/4" PER WIDE FOOTING o � FOOT AWAY FROM BUILDING CLEAN COMPACTED FILL @ 95% STANDARD cn " DENSITY: ELASTOMERIC JOINT FILLER _ TYPICAL CORNER BAR DETAIL (TOP VIEW) AFi EXTERIOR DOOR POURED SILL *F1'FOOTING AT INTERIOR BEARING WITH CMU TOP (2) #5 x 4'-0" — CENTERED AT PIPE PENETRATION 3/4"=1'-0" \ % PVC OR SCH40 SLEEVE PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION 3/4"=1'-0" 3/4"=11-0" V J J Z (D xw s C) 06 5Pi�0 Z Z O J U v F_ Zed Q ° N� Q W❑ z�� _ z o� F_ D w O S o V 00 11 EL, r � F- zao ...1 A � U .. O LU 0 I— O UJ Co o=z _ Z.� � Qa= O F- CL H STRUCTURAL ENG: CFG / BED DRAFTING: — STRUCT: TNT QC CHECK: CC (FRONT VIEW)`v1�Dlv0 JOB No TM - 2152854 _ - -- — — SCALE: AS INDICATED PIPE VERTICAL THRU FDN = I I SANFORD I_ d 4 °Q DATE: 08/10/2016,. .... _... _ d° a —II' �F"AIz�� –II 1 2F1TYPICAL FOUNDATION PENETRATIONS NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC 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 HID @32"O.C., FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. CR KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR PROVIDE STANDARD CENTERED •,�,r = CLEAR BETWEEN FLUE THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. ON Wyy HOOK '/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 WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ W 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION ,I WALL SCHEDI THICK WASHER W/ EA. NAILING SCHED. ANCHOR. (1st BOLT TO (1) #5 IN TIE BEAM REST EQ. SPACED II A. aj 2x4 VERTICAL @ 24" (1) #5 BAR IN PRECAST �� ... d W/GALVANIZED O.C. MAX. w/ (4) 10d LINTEL �1•.. +.;:1.; ; ��1..:' FLASHING (2) #5's VERTICAL IN + 4 GROUT FILLED CELL CHORD & (3) 10d NAILS + TO TOP CHORD; NOTE a�� z ,;1� BETWEEN 4FT & 8FT, g + • ..I •:. ENTIRE COLUMN TO USE 2x6 SYP #2 STUDS BE GROUT FILLED w w GALVANIZED FLASHING '^ ..; U.N.O. 16d COMMONS END (1) #5 VERTICAL IN f d '. NAILED TO VERTICAL 16d COMMONS END GROUT FILLED CELL (IF ,1,`..: .� 2x4's REQ'D PER PLAN) f / 2 'd 7 2x4's + + C NOTE: SEE MD08 ON - TRUSS PER PLAN MO CHIMNEY FRAMING DETAIL LINTEL PLAN FOR 3/4"=1'-0" Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A% It ADDIT'L REBAR INFO fil)0 DETAIL VERTICAL REINFORCEMENT 1/2"=l' -O" NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS MASONRY WALL PER 2x8 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 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC 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 HID @32"O.C., FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. CR KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR SPECS W/2" MIN. CENTERED CLEAR BETWEEN FLUE THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. ON REQUIRED WHI '/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 WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ W 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. NAILING SCHED. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED II —24 U.U. PT BASE Of DO_ 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 PLAP 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 1"=1'-0" F01 DORMER FRAMING DETAIL 3/4"=1'-0" SEE TYPICAL HEADER :RAMING DETAILS FOR kDDITONAL 14FORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH 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 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT O F ROOF SHEATHING FOR STRAP �l C CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. / PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY H � A K FRAMING DETAIL ODOUBLE TOP PLATE B OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 1 J E STRUCTURAL SHEATHING PER PLAN AND ROOF 1 I FINISH PER ARCHSFIN� OCURVED ROOF TRUSSES PER PLAN OR CURVED G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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. (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 2' 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 ��— (2) 2x TOP PLATE (2) 2x 'x4 SPF CONT. MIN. 2x4 SPF #2 KNEE------�` WALL WITH STUDS @ 16" O.C. W/STRUCTURAL (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ SPECS W/2" MIN. 3LOCKING ATTACH TO CLEAR BETWEEN FLUE FOR BEAM SIZE STRUCTURAL &FRAME SHEATHING ON BOTH SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER W 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO' 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" 3/4"=1'-0" 12 SEE PLAN _ PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 0 a j � W 1/2"=1'-0 �® UjM �— SHEATHING PER PLAN gw w cicw Q —�' ui COSTRUCTURAL TYP. TRUSS TO FRAME SHEATHING ?? :� �- ".° Q J Z CONNECTION PER TYP. TRUSS TO FRAME , ®•�,t ° ee'` Lo Q U' STD. CONNECTOR CONNECTION PER NOTES NOTES ONNECTOR °0°°®°� 111110�`, Z FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK p EDGE 'w m IL h. n I �� I 1/2 x 8 ANCHOR BOLT (2) 2x TOP PLATE �— OR TITEN HD @ 32" (2) Zx #2 SYP SEE PLAN � (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE (ONLY FOR BEAM SIZE IF OPENING PROVIDED END I PER PLAN) I' O m MIN. 2x4 SPF #2 KNEE v o 2x PT BOTTOM WALL w/ STUDS @ 16 PLATE O.C. w/ STRUCTURAL o SHEATHING FROM PRECAST LINTEL OR TOP OF WALL TO 9 BOTTOM OF WALL KNOCK OUT COURSE , ATTACHED PER � d NAILING SCHEDULE �• OTHERWISE SP2 CLIPS MASONRY WALL• �— BUILDER FRAME AT TOP AND SP1 CLIPS L RADIUS AS REQ'D "� AT BASE ARE REQ'D KNEEWALL AT UPSET BEAM --------- A/C UNIT AND PAN MIN. 24" BY SUPPLIER i. MIN. 24" MAX 48" I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" 3/4"=V-011 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 COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END FLUE PER MANUF F'Kt-M/NUF•AU I UKtU CHIMNEY CAP SPECS W/2" MIN. CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. &FRAME 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF EXT. SHEATHING (1) SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. DOUBLE TOP PLATE 4 CRICKET 2x4 VERTICAL @ 24" W/GALVANIZED O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + 4 + CHORD & (3) 10d NAILS + TO TOP CHORD; NOTE IF WALL HEIGHT IS (4) 16d COMMONS BETWEEN 4FT & 8FT, + • NAILED @EACH END USE 2x6 SYP #2 STUDS GALVANIZED FLASHING 2x4 BLOCKING W/ (2) 16d COMMONS END 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL 16d COMMONS END 2x4's NAILED TO VERTICAL 2x4's + + TRUSS PER PLAN MO CHIMNEY FRAMING DETAIL 3/4"=1'-0" Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A% A_F6 KNEEWALL OVER MASONRY WALL 3/4"=1'-0" VJ J z 0 ui 06 C� W C, Z J PRE-ENG.TRUSS PER 0 � a PLAN, 24" O.C. MAX ROOFING MATERIAL W U vi PER ARCHS Q W Z Z�� SEE FRAMING PLAN _! z FOR CONNECTION F' W INFO F— � 11 SEE ELEVATION f— `J TOP OF MASONRY W W A. SEE ARCH PLANS FOR = i OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID D U.4 W U Go WINDOW PER > F �„ FLOOR PLAN 0 ra BULLI PRECAST CONC. OR W POWERS STEEL SILL 12 W 0 t TYP. @ ALL WINDOWS 0 0 �I ', EXT FINISH PER PLAN = Z fl.. W Z Q Q _ MAIN FLOOR O F" a F- ELEV 0'-0" CONC. SLAB - SEE FOUNDATION VERT REINF. BEYOND PLAN FOR MORE INFO II 1=-' STRUCTURAL ENG CFG / BED I= I �= DRAFTING -� PLAN MASONRY WALL PER STRUCT: TNT �yv��D�NG QC CHECK: CC SEE FOUNDATION JOB No. TM - 2152854 DETAILS FOR FTG INFO -__—_ __ _-- _-___._------ SCAL AS �ANFORD DATE: 08/10/2016 08/10/D2016TED I qRT fi_S'6 TYPICAL ONE STORY CMU WALL SECTION 3/11 '— SD2 'SOCIATES, LLC. is strictly prohibited. SIMPSON 1•..,,, 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 F DIAGONAL PLATE SIMPSON HGA10 @ 48" H O.C. NOTE: ALL GABLE NO BRACE REQUIRED BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE 9'-4" < H614'-0" TRANSITION FROM TRUSS BOT. CHORD STRONGBACK W/ (2) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ WALL TO GABLE STUD TOP & BOTTOM PT 2x8 PLT., CANT. FOR - WASHERS (MIN. 7" TRUSS CLG. NAILING SURFACEEMBED) MIN. 6" FROM DOUBLE 2x TOP PLATE EACH END AND 32" O.C. FASTEN SIDE WALL w MAX. SHEATHING PER PLAN. w 0� TOENAILS EA. END (5) 16d NAILS BRACE I TO BLOCKING GABLE END TRUSS TO c EXT. SHEATHING; O.C. TO RUN BACK TO PLT.@12" O.C. MAX. v ATTACH PER PLAN NAILS INTO TOP PLATE 4 O m O BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH H CONDITION IS REQUIRED. CONTACT EOR NO BRACE REQUIRED FOR ADDITIONAL INFO AS REQ'D (1) 2x4 BRACE SIMPSON A23 @ EACH A35 DIAGONAL TO 9'-4" < H614'-0" BRACE TO PLATE TRUSS BOT. CHORD STRONGBACK W/ (2) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ STUD TOP & BOTTOM PT 2x8 PLT., CANT. FOR - WASHERS (MIN. 7" EACH END.AT 24" O.C. CLG. NAILING SURFACEEMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w MAX. ATTACHMENT w/ (3) 10d w 0� TOENAILS EA. END 2x FASCIA w (2) 16dINTO PROVIDE 16d NAILS z � r� I � GABLE END TRUSS TO c 2x TOP PLATE TO O.C. TO RUN BACK TO PLT.@12" O.C. MAX. v GABLE END W/ 16d I� NAILS INTO TOP PLATE 4 O m O NAILS @ 6" O.C. FRAMING FOR FALSE L L BLOCKING @ 24" O.C. (2) 16d TOENAILS t_ SIMPSON H2.5(TYP.) CMU WALL OR LINTEL HGA10KT @ 32" O.C.AM, IF REQ'D w/ (3) 1 ST COMMON TRUSS BELOW .C. 10d NAILS @ EA. TRUSS @ EACH END BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP WITH (3) 12d TOENAILS. Q CL PLATE w/ PLYWOOD FALSE BM PER PLAN 2x4 LEDGER W/ (2) 10d SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** CONNECT TO DROP rGE_01 GABLE END @ FLAT CEILING CONNECTIONS EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END VARIES I m 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" 2'-0" MAX. 1'-9" MAX. 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) I \ \ II / \ 11 PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I 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 :!E 7'-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 GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. 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° Lj -CONT. 2x4 -2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -GABLE BRACING (+) SEE CHART T = STRONGBACK IF REQ'D PER CHART 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS Cc EA.DIAG. AS SHOWP FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. FHING PER PLAN TF w WHERE O.H. IS > V-0", FO NON-BEARING WALL CLIP DETAIL tWF0TYPICAL HEADER DETAIL NOT USED FOR NAILING 1/2"= 1 1-01, 3/4"=1'-0" 2x4 BLOCKING (2) 12d 1/2"=l' -O" (2)16d NAILS PLT. TO DROP END GABLE w/ NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. OUTLOOKERS @ 24" z TRUSS PER PLAN DTC CLIP, (2) 8d NAILS !, 2x FASCIA w (2) 16dINTO BLOCKING, (4) 8d END NAILS @ EA. O.C. TO RUN BACK TO O NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOENAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS 1 ST COMMON TRUSS HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE WITH (3) 12d TOENAILS. Q CL 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK & CONNECT TO DROP Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN a ATTACH PER PLAN LSTA18 HEADER TO GABLE WITH H2.5 CLIP. UL TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN U 16" O.C. 1/2" x 8" J -BOLT @ 32" �', DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MAX 2'-0" O.H. U) 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 o W META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME ANDWALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU 0 @ CMU FOR REQ'D FLASHING — CONT. 2x4 0 LAI (5) 16d NAILS BRACE TO BLOCKING _ GABLE END A PROVIDE 2x4 BRACESHEATHING FASTEN A GABLE END TO EA. ADJ. DIAG. PER PLAN > SHEATHING FASTEN FASTEN TO DIAG.w/(2)W PER PLAN. 16d NAILS. SPLICE AS REQ'D w SIMPSON H10A DIAG. �eaw�oarrrrro�!' TO BLOCKING /pv� W M p1 06.X. LL Ac�2 a 0 py .r �Ty-� Ld ® � ® ry • M W GABLE BRACING 48" PROVIDE 2x BLOCKINCC W �w d G= Z r " Z = O.C. MAX. 45° FROM FOR NAILING Q�• ` p HORIZONTAL (+/- 10°) ®si �`'� °�° c0 w Q BRACE NOT REQUIRED ms's ••®® ®°°° Z p 6' FROM EAVES. TRUSS PER PLAN * ` Q irrrrr t�tl�� W O 64 SEE PLAN FOR m U - SUPPORT AND TIEp DOWN OF JACK TRUSSES PROVIDE 2x BLOCKING FO NON-BEARING WALL CLIP DETAIL tWF0TYPICAL HEADER DETAIL NOT USED FOR NAILING 1/2"= 1 1-01, 3/4"=1'-0" 2x4 BLOCKING (2) 12d 1/2"=l' -O" (2)16d NAILS PLT. TO NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS !, 2x FASCIA w (2) 16dINTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOENAILS 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 & Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN a ATTACH PER PLAN LSTA18 HEADER TO FROM TOP OF WALL STUDS TYP. BASELouj 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 O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE 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 ANDWALL 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 "'"fiPSON 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 AT 24" O.C. LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN r ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 iN BAYS SEE GABLE n WALL PER PLAN •" 0o. n (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. J 6.9 OUTLOOKER OR SHEATHING CONV. FRAME OR m < C) ^ HEADER PER PLAN; VALLEY TRUSSES PER o SEE HEADER CANTILEVER PLAN 06 SCHEDULE & NOTES W u. FOR ADDT L INFO. Q Z SIMPSON LSTA12 OR 1= " SP4 CONNECTORS @ J 24"o.c. IF HEADER WITH GABLE TRUSS J 13, UPLIFT SPAN 4'-6" OR Q Z a MORE. EXT. SHEATHING; �/ 0ATTACH PER NAILING W U �? 2x DOWNFRAME TO SCHED. W Q 2 16d NAILS TO EA. o W ~ DOOR AS REQ'D O � COMMON TRUSS J Z Z W 0 SIMPSON META16 @ LL! 0 32" O.C. GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR r� PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY rGEGABLE END AT VALLEY FRAMING 0 io 3/4"=1'-0" HEADER STUDS PER 0011 HEADER SCHEDULE ` U.N.O. ON PLANS W H 0 _j r� NVLLI ATTACH JAMB STUDS PER WF08/SD4 W 0 1 O I— O �Wm 11 2 co Z 9 ) Qa= P.T BASE PLATE O L_ mc f- NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER STRUCTURAL ENG: CFG /BED PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: TNT \DIN STUDS REQ'D. `�� G QC CHECK CC- - SANFORD JOB No. TM - 2152854 SCALE. AS INDICATED FPA FZT\ -- -- --- — - --- ----- DATE: 08/10/2016 #1 6 - 23 i2 FIELD FRAMED VALLEY DETAIL w FO NON-BEARING WALL CLIP DETAIL tWF0TYPICAL HEADER DETAIL NOT USED 1/2"= 1 1-01, 3/4"=1'-0" 1/2"=l' -O" SD3 COPYRIGHT MCD 2014: 1he Information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATCO, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ PENETRATION OF 2 ROWS 10d @ 3" O.C. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO • TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR DOUBLE 2x4 TOP NOTES: PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ ATTACH PER NAILING I' (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON p 2 1/2" z z p W W 1 1/2" z cv W N N N N "' 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z 0 Q 2 1/2" EDGE (D z U 00 .- OUTSIDE (2) 2x4's ATTACH 2x STUDS TO _T1_ — _T1— FIII I I I I I CONDITIONS PLATE TRANSITION IIII NAIL BOTTOM PLATE INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's U TYPICAL TOP PLATE SPLICE @ BRG. WALL I I (2) 1/4" X 4%" SIMPS.7 "FOTYPICAL I I (3+) 2x COLUMN ¢ I IIII 2x4 LEDGER W/ (2) 16d 01NAILS @ 16" O.C. II II 11 O.C. p r TOP PLATE W/ (4) 16d 2x4 BLOCKING PLACED I I II IIII SEE ELEV. FOR FLATWISE (2) 16d TO CORNER STUD O.C. MAX.; O.H. SIZE II CONDITION @ CMU WALL AF�lTYPICAL SCAB OVERHANG OU_ @ FRAME WALL PRE-ENGINEERED --- — -------- O.C. .0i N2 DESIGNED FOR — — — — FLOOR SYSTEM OO (SD�01 TYPICAL SHED ROOF DETAIL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS U_ j3/4"=1'-0" NAILS ((2) ON EA. SIDE) 2x BOTTOM PLATE OPENING SIZE 1 01 BEYOND SEE PLAN PACK w/ (4) 10d NAILS p=Z cn SHEATHING DIAGRAM J V W F1 EXTERIOR SHEATHING SCHEDULE U Z 3/4"=1'-0" aa= ~ ~ 2x8 STUDS PER STRUCTURAL ENG CFG / BED DRAFTING -STRUCT: TNT QC CHECK: CC �1�C�Nc TYP. AT ALL EXTERIOR JOB No. TM - 2152854 FRAMING PLAN - -- SCALE: AS INDICATED SANFORD p DATE: 08/10/2016 10d x 3" COMMON CONDITIONS �_- OPP. SIDE TOP SPLICE ____ BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION 2 2x4'. 2> 2x6's 2 2x8's C) z U a a 07 00 C a EDGE DISTANCE PER ¢PVIL STUD _T1_ — _T1— FIII I I I I I DOUBLE 2x8 TOPTOP PLATE PLATE TRANSITION IIII O ( () (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @ BRG. WALL 0 (2) 1/4" X 4%" SIMPS.7 "FOTYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING� 3/8„ SHEATHING PER PLAN BEYOND 72 INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE %U_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING -----------_ - W(D _ (1) ROW OF 8d COMMON NAILS@3"O.C. U _j � A -NAIL SPACING ----- �-1--�--T� I� Wz.� � °) Oli `�'C O(� S'C ROOF SHEATHING, NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2k FR qeT ROOF SHEATHING, ? F '1& II I I II II II w w o cz NAILS @ 3" O.C. 1/2" AjJ40 1/2" `��GTATR(i FASTEN PER PLAN<<c c�pTR FASTEN PER PLAN �I- - JI- - _ - _ - - a � z k- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d tiO,c SS tiO,o�S'S III COMMON NAILS @ 3" O.C. - a - Oy Oy III III I I I I I WALL SHEATHING _ NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III I I I I I EDGES 6" O.C. U.N.O. ON PLANS A 1/2" - 2x4 FRAMING 24" _ O.C. MAX. DETAIL. MAX 1/8" g @ III OPENING III I I I I I I SPACE BETWEEN w W 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" Q DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III 4 I I PANELS _ W COMMON NAILS @ 3 O.C. NAILS AT JOINT } @ 4 O.C. PROVIDE (4)10d x3 III 3 I I I I I I I J PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I 0 HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS STUD PER PLAN AROUND 2x STUDS BEYOND, "- O TOP & BOTTOM 4" O.C. III III II II II SHEATHING SPLICE, @ III OPENING III II II II SEE PLAN FOR MORE O Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO I— z f– O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIIT _T1_ — _T1— FIII I I I I I w = u) IIII (2) 8d TOE NAILS II II II LEDGER PER PLAN 0 (2) 1/4" X 4%" SIMPS.7 I I II IIII SDS SCREWS @ 16" ¢ 1/4 x4 TAPCONS @ 12 IIII 2x4 LEDGER W/ (2) 16d 01NAILS @ 16" O.C. II II 11 O.C. p r 0 2x4 BLOCKING PLACED I I II IIII SEE ELEV. FOR FLATWISE (2) 16d o O.C. MAX.; O.H. SIZE II CONDITION @ CMU WALL AF�lTYPICAL SCAB OVERHANG OU_ @ FRAME WALL PRE-ENGINEERED --- — -------- O.C. 0u..0 N2 DESIGNED FOR — — — — FLOOR SYSTEM OO (SD�01 TYPICAL SHED ROOF DETAIL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS U_ j3/4"=1'-0" CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 01 BEYOND SEE PLAN p=Z SHEATHING DIAGRAM J V W F1 EXTERIOR SHEATHING SCHEDULE U Z 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO N CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER (2) 1/4" X 4%" SIMPS.7 2x4 PT LEDGER W/ CONV. FRAMED SDS SCREWS @ 16" NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d 01NAILS @ 16" O.C. SCHEDULE O.C. PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR � 2S/ (A SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.C. MAX.; O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL AF�lTYPICAL SCAB OVERHANG CONDITION @ FRAME WALL PRE-ENGINEERED NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ROOF TRUSSES @ 24" O.C. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (SD�01 TYPICAL SHED ROOF DETAIL REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS j3/4"=1'-0" 2U)W OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE 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+; . x @ EACH STUD 12d NAILS @ EACH END -- 2x12 BOX HDR w/ 2x8's x x TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE -ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS :5 WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF '+ + + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER U) 16" O.C. MAX. CONNECTION TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @- \1 2x BRG WALL, SEE TSTAGGERED INTO TRUSS & (3) 12d EACH VERTICAL xx PLAN FOR STUD SIZE & i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL a SPACING. MIN (2) 2x 1. L I SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO i 2x8 #2 SPF VERTICAL U.N.O. LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24" O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH SIMPSON LSTA24 EACH 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 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fi F1 SECTION @DOUBLE BEARING fi F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN - PT POST PER PLAN LAP BEAM PLYS AND V. 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 5/8" THREADED ROD w/ ' 0' NUT SET IN ADHESIVE a �l. SEE FOUNDATION as �. 4e ii . / PLAN FOR ADDITIONAL 3 INFO SIDE VIEW @ BASE OF POST (CDO1 CORNER COLUMN FRAMING I EXTERIOR WALL/TRUSS 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w (2) 1/4" X 3'/V SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS AT 12" O.C. SEE PLAN SIMPSON H3 CLIP W N SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4%" SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/i' SIMPS. 4'-0" MAX. L � 2S/ (A SDS SCREWS @ 16" LU M • - FASCIA PER O.C. MAX.; ••00 2 W 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 (SD�01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" LEDGER a- LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I— I LINTEL PER PL 10dx3" 10d x 3" OPP. SIDE kNCE PER LU Q 0 O EL ' U 2 0 c5 ®• W N Iq 000 F- Za° 45�••••• °••••• 41�'�®� � 2S/ (A iS °e r rK - LU M • - CO V ••00 2 W ,,� aC U o .. �— ROOF SHEATHING, U O z Q •• .� < _ J Z Q FASTEN PER PLAN 0 LU 0 •• ��~ _j � 0 ••... O w Q D ��rte�set�e OJ m U_ 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS° EA. STUD OR TRUSS O MEMBER, TYP. (MAX. • 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS N w/ MIN. 2" EMBED. @ 24" O.C. . Z � c O TRUSS PER PLAN t — WOOD/MASONRY WALL OR TRUSS, SEE` PLAN (TRUSS SHOWN) O Q 1-1/2"=1'-0" J 0 Q w a:, 06 g��, W z�� /— 2x8 TO UNDER SIDE OF < z a v ROOF SHEATHING � � Q No LU � W a 2x8 #2 SPF VERTICAL5A 0 J Z @ 24" O.C. w/ EXT. W SHEATHING PER � W ' ^ NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP W AND BOTTOM CHORDS ALONG W/ WEBBING) s 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER o 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. #16'2312 SD4 a N Iq 000 F- Za° CO V LU 0 LU 0 1 � 0 2U)W p=Z J V W U Z aa= ~ ~ STRUCTURAL ENG CFG / BED DRAFTING -STRUCT: TNT QC CHECK: CC �1�C�Nc JOB No. TM - 2152854 SCALE: AS INDICATED SANFORD p DATE: 08/10/2016 #16'2312 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES gL BEARING SEE PLAN k SEE ARCHITECTURAL PLAN FOR OVERHANG INFO 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 LINTEL AS PER PLAN - LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS _F_T T DBL. TOP PLATE 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND 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 DOUBLE 2x TOP PLATE NOTE: ALL FLOOR PRE-ENGINEERED HEADER TRUSSES TO BE P.T. IF 3/4" FLOOR SHEATHING ROOF TRUSS -SEE 1/2" DIA. THREADED NO MOISTURE stiFFT (& SE FRAMING PLAN FOR SCHEDULE BARRIER (FELT PAPER SIMPSON LSTA30 LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED ANGLE) W/ (22) 10d ROOF TRUSSES AT 24" TRUSS STRAP SEE NAILS. BEND STRAP (2) 2x SPF TOP PLATE STRUCTURAL COL PER O.C. - FRAMING PLAN FOR PLAN FOR SIZE AND CONNECTIONS 3", THEN RUN DOWN FACE OF JAMB STUDS/ 7 HEADER - SEE 2ND REQ'D # OF STUDS NAILS SIMPSON MSTAM36 HEADER EXTERIOR SHEATHING HEADER SIZE & REQ'D DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO W (2) SIMPSON META16 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS INFO. FLOOR TRUSS TO ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. TOENAILS. EXT. FLOOR W/ (14) 10d REFER TO MASONRY WALL NAILING SCHEDULE USE SIMPSON FOUNDATION PLAN MSTCM60 STRAP W/ FOR FTG. ' REFER TO PLAN FOR (20) 16d SINKERS & (14 HEADER OPENINGS FLUSH W/ FACE OF BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS PLATE w/ (2) 10d MASONRY ATTACHED INFO. FOR TRUSSES 20" TO PER NAILING 26" DEEP TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d LESS THAN 4FT:(1) 2x SILL PLATE 10d PRE -ENG. FLOOR (IF TITENS ARE NOT IN (2) 16d NAILS @ 6" O.C. TOENAILS. EXT. HEADER OPENINGS 1/8" GAP BETWEEN SYSTEM - IF NO FLOOR LINTEL COURSE OR SYSTEM INSTALL INTO FILLED CELL USE KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) " SOLID BLOCKING U.N.O. ;; \ FLOOR TRUSS PER UNDER COLUMN PLAN ABOVE PROVIDE SOLID BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE NOTE: ALL FLOOR PLAN FOR MORE INFO TRUSSES TO BE P.T. IF NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. TA BEARING WALL PER At PLAN BEYOND SEE FLOOR FRAMING COLUMNS PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. , PER BEARING WALL TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND 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 DOUBLE 2x TOP PLATE SOLID SHEATHING @ 2x BOTTOM PLATE HEADER 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d 1/2" DIA. THREADED ATTACHED PER"NAILING stiFFT (& SE SCHEDULE SIMPSON LSTA30 SP6/@ 2@x6 STUDS SIMPSON LSTA30 STRAPS CENTERED @ STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d > NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP FLOOR w/ (14) 10d OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIIN. 3", THEN RUN DOWN 3", THEN RUN DOWN FACE OF JAMB STUDS/ 7 HEADER - SEE 2ND FACE OF JAMB STUDS/ NAILS HEADER FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS W (2) SIMPSON META16 EXTERIOR SHEATHING STUDS ABOVE PLATE W � FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FRAMING PLAN FOR PER PLAN FROM TOP OF WALL U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL 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 W Q D O ' U a W CONNECTION INFO.. FLOOR GIRDER OR (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AND WINDOW IS LOWER: 1 2x SILL O PER PLAN ATTACH 2x STUDS W/ 1/2" DIA. THREADED V IF" HEADER IS UPSET A (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ > COL; SEE BRG WALL/ FLOOR w/ (14) 10d '• BEAM; SEE PLAN AT EA. END NAILED TO NAILS PLATE w/ (2) 10d AND WINDOW IS A W (2) SIMPSON META16 STRAPS CENTERED @ INFO. FLOOR TRUSS TO STUD PACK w/ 10d TOENAILS. EXT. FLOOR W/ (14) 10d REFER TO MASONRY WALL �s LOWER: (1) 2x SILL FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING NAILS @ 8" O.C. THEN ATTACH PER NAILING HEADER OPENINGS FLUSH W/ FACE OF PLATE w/ (2) 10d MASONRY ATTACHED PER NAILING TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d LESS THAN 4FT:(1) 2x SILL PLATE 10d (2) 16d NAILS @ 6" O.C. TOENAILS. EXT. HEADER OPENINGS 1/8" GAP BETWEEN w/ (2) (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS SCHEDULE ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 10d '• 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d REFER TO MASONRY WALL �s NAILS FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL PSOTYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT;(1) 2x A��e •�®®•• � ri®' OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d ��+, �s w••• •.®• �ij ter•, W M WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING °m . �' (2) 2x SILL AT WINDOW LARGER THAN 4FT: 2 011 �� a' 6' % U� r o W co CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS 2x SILL PLATE 4 T: O : ` 6 � cue OPENINGS GREATER CRIPPLES 16" O.C. °LU "o ¢• Q Z " @ AT EA. END NAILED TO CLIPS EACH SIDE w/ 2x • U �i ¢ : Z ;, wsl = THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d CRIPPLES 16" O.C. ��' z � O co D THAN 6 T&B (PLYWOOD NAILS @ 8" O.C. THEN @ . G� SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS c d,� •®®•®®® ®•• moo`® .4[ Z Q (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD s `` Q � SEPARATE SHEATHING TOE NAILS AT EA. END SHEATHING REQ'D / r�ar�rllrla ,�0 ` O x 2 1/4" TITENS; IF � P� �® 7- FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G ILL (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 00 SIMPS. MSTCM60 CLIP AT EA. END O STRAP w/(20) 16d OPENINGS GREATER SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 1/4" TITENS INSTEAD. THAN 6' (IF TITENS ARE NOT IN LINTEL COURSE OR 2x TOP &BOT. SIMPSON LSTA30 w/ INTO FILLED CELL USE (11) 10d TO STUDS d 1/4" X 1 3/4" TITENS e RIBBONS, CONT. o " Q " ABOVE PLATE U.N.O.' NOTE: ALL FLOOR TRUSSES TO BE P.T. IF " NO MOISTURE BARRIER (FELT PAPER (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO fi—so"kHEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, FRAMING PLAN FOR CONTINUOUS FROM @ 48" O.C. W/ (2) 12d1 SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP TOP PLATE TO TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ BEARING WALL PER VERTICAL @ 48" O.G. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) ; 16d NAILSBOTTOM 16d NAILS; BOTTOM FRAME 2x4 KNEE (2) H5 EA. FLOOR 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 SEE CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER STRAP 1/2" GYP. CLG BD OR a CONNECTION 1/2" GYP. CLG BD OR • : (2) ROWS 8d NAILS @ � 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN (2) 5/8 TYPE X WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON r`BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BLOCKING w/ (4) 16d PLAN •. SHEATHING TO PLAN +, MASONRY OR MTS12 � ' ' 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS BOTTOM PLATE SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING8"GAPBE &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF 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 TRUSS PER PLAN TYPICAL TWO STORY SECTION IWS1 TWO STORY PARALLEL FLOOR CONNECTION MSl TWO STORY PERP. FLOOR CONNECTION MSIA CANTILEVERED FLOOR TRUSS CONNECTION tNVblbA 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) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" \"_% 3/4"=1'-011 NOTE:: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR W TOPPING INFO CL 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. e LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO •�.. CONCRTE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" � i 0 z°: SEE FRAMING PLAN FOR FLOOR c� CONNECTION w a.+ v FLOOR GRIDER OR an " �y BEAM% Q I HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" U) z �. 06 Uj z 00 0 >= U) a ., O Q w z IN W W r S U 00 z 0 V J I-0 ' a C0 W UOUW �Z0 aa= O F- 2 I— CL STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: TNT �v1LDJ QC CHECK CC JOB No. TM - 2152854 SANFORD _.... SCALE: AS INDICATED �fipAF1T�*. DATE: 08/10/2016 #16-2312 l 3/4"=1'-0"D 5 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 CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fis', SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" """'^r^ ^" OTHERS LEDGER AT GIRDER NOT USED PLAN RPAN 1 -1/2"=l' -O" 1/2"= 1 1-01. WALL SPLICE DETAILS EXTERIOR SHEATH("^ 2x BRG WALL W/ 2x BRG WALL W/ TO BOTTOM PLATE PATE W/ 1/2" EPDXY SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 PLATE ATTACH PER SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE EA. O.C. & 3" FROM EACH USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE SCHEDULE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI 1x PT NAILER AS REQ'D ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d #2 SYP CONT. I SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" 4 a TOENAILS EACH END E CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 16" O.C. MAX. & 3" 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER UJI 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN RECESS LEDGER INTO O.C. 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALLA I FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER /Iz::� FRAME WALL 1 E3/4" ATTACHED PER (2) 2x4 #2 SYP PAN 2x8 #2 SYP P.T. SI 1 NAILING SCHEDULE (2) 2x4 #2 SYPi 64W BLOCKING w/ SIMPSON PATE w/ 1/2" EPC 1 BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT 01 SIDE OF USE (4) HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN EMBED. @ 32 O.0 FROM EA.END NAILS. UNDER SEE Pu" WINDOW JAMBS ONLY 1 WINDOW JAMBS USE �. 1 (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE — SEE ARCHS FOR 1 LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF 1 0 CONNECTIONS TRUSS IS CONT. BRG MASONRY(SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER META16 24" O.C. AOR @ OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fis', SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" """'^r^ ^" OTHERS LEDGER AT GIRDER NOT USED PLAN RPAN 1 -1/2"=l' -O" 1/2"= 1 1-01. WALL SPLICE DETAILS EXTERIOR SHEATH("^ LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER AN I2x6 #2 SYP CONT. LEDGER W/ (2) %4'x3-1/2" I SIMPSON LUS26. USE °SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY 16 & O.C. MAX. 3" TRUSS. VERIFY W/ TRUSS (TRUSS SHOP FROM EA. END - USE (3) (DRAWINGS SCREWS FOR 24" O.C. L_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT )16d ° S) D04 LEDGER @ LOW ROOF 3/4"=1'-0.. EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL FROM TOP OF WALL TO BOTTOM PLATE PATE W/ 1/2" EPDXY TO BOTTOM OF SILL W/ (1) ROW 8d NAILS ANCHOR BOLT OR PLATE ATTACH PER — J -BOLT W/ MIN. 7" NAILING SCHEDULE EMBEDMENT @ 32" ROOF SHEATHING — EA. O.C. & 3" FROM EACH ATTACH PER NAILING ISIMPSON H2.5 TRUSS I SCHEDULE II (2) 2x HEADER PRE-ENGINEERED — 1x PT NAILER AS REQ'D TRUSS PER PLAN I2x6 #2 SYP CONT. I LEDGER W/ (2) %4'x3-1/2" 4 a EXT. FINISH PER SDS WOOD SCREWS @ _ I 16" O.C. MAX. & 3" 1 FROM EA. END - USE UJI (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 0 1 DRAWINGS— � 2x8 SYP #2 LEDGER WI 1 i� MIN. (4) 16d NAILS TO 1 1 EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF USE (4) 16d NAILS)T. LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER AN I2x6 #2 SYP CONT. LEDGER W/ (2) %4'x3-1/2" I SIMPSON LUS26. USE °SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY 16 & O.C. MAX. 3" TRUSS. VERIFY W/ TRUSS (TRUSS SHOP FROM EA. END - USE (3) (DRAWINGS SCREWS FOR 24" O.C. L_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX. (AT )16d ° S) D04 LEDGER @ LOW ROOF 3/4"=1'-0.. EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL CONTINUOUS TO BASE TO BOTTOM PLATE PATE W/ 1/2" EPDXY NAILS @ 6" O.C. W/ (1) ROW 8d NAILS ANCHOR BOLT OR C.M.U. WALL PER PLAN @ 3" O.C. J -BOLT W/ MIN. 7" 2x BEARING WALL EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) (2) 2x HEADER ° 1x PT NAILER AS REQ'D a ° CONT. #5 IN TIE BEAM ..� 4 a EXT. FINISH PER SEE FLOOR PLAN ARCHS 1 F12� 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 2x8 #2 SYP SILL PLATE W/)/2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PAN FOR MORE INFO PLAN I & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLA1 IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE CO r 2x BEARING WALL WITH ROOF LOAD F1 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 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45* FROM 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. SDS SCREW @ 16" O.C. Z 0 F— CL U W cm w ® . ¢ �'i Vie• ��J7�._�''i � a � cs 2 Z C (2) 2x SPF TOP Zr n U 1 SEE FOUND. PLAN FOR FTG. REQ. I I I J i'- Z " 0 OA 1/2" THREADED ROD SEE BEARING C AT OPENING LARGER THAN 4'-2" ATTACH TOP N SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d LLl NAILS INTO HEADER = IF PORTIONS OF THIS WALL OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. 1M KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY m UNDER 2ND STORY COLUMNS, PROVIDE,1 SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL. UNDER 2ND SOTRY COLUMN LOCATION. � 0 1..=1'-0" Q d, PLATES U.N.O. ..... CO r 0 Z (2) 2x HEADER ..� 1 SEE FLOOR PLAN 1 1 UJI 1 FOR MORE INFO , 1 1 0 1 1 i� ca w 1 1 1 UJI IM O 1 I— 1 1 1 Via= - 1 Lu 1 1 0 ��F- 1 2x STUDS SEE PLAN 1 STRUCTURAL ENG: CFG / BED DRAFTING: STUDS ABOVE ARE -STRUCT: TNT QC CHECK: CC 1 1 1 TO ALIGN W/ STUDS SDATEJOB 1 SCALE: AS INDICATED _- _._..-.. 1 : 08/10/2016 1 BELOW X16-2312 1 SD6 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE PLATE 1 I I PRE-ENGINEERED 1 E D I 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. I I 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO 1 ALIGN W/ STUDS BELOW 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE 1 1 SEE BEARING SCHED. 1 FOR A.B. INFO 1 I 1 1 1 1 A 1 1 SEE FOUND. PLAN FOR FTG. REQ. I I I J i'- Z " 0 OA 1/2" THREADED ROD SEE BEARING C AT OPENING LARGER THAN 4'-2" ATTACH TOP N SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d LLl NAILS INTO HEADER = IF PORTIONS OF THIS WALL OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. 1M KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY m UNDER 2ND STORY COLUMNS, PROVIDE,1 SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL. UNDER 2ND SOTRY COLUMN LOCATION. � 0 1..=1'-0" Q d, 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. V 00 ..... CO r 0 Z Q ..� UJI , 0 F– 0 i� ca w UJI IM O I— 0 M — Via= - Lu 0 ��F- STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: TNT QC CHECK: CC No. TM 2152854 SDATEJOB SCALE: AS INDICATED _- _._..-.. : 08/10/2016 X16-2312 SD6 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. MIN. (3) 2x SYI STUDS REQ'D OF LANDING \ 16d NAILS FR( LEDGER TO S PACK STANDARD (3; STRINGERS VA SIMPSON A35 CLIP TO FLOG SYSTEM & LAI FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 6" MIN. (2) 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST (P.T. IF ATTACHING TO STAIR WINDER DETAIL REQ'D @END OF LANDING WIDTH OF LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) A -A PLAN VIEW @ 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. STUDS REQ'D @ END IF ATTACHING TO OF LANDING W/ MIN. (6) MASONRY WALL) 16d NAILS FROM LEDGER TO STUD � i, 16" O.C. I, / PACK SFF PI AN MR nFPTH 3/4 PLYWOOD OR OSB STANDARD (3 SYP #2 STRIN SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE -- I 2x JOISTS PER V'— 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON w/ (3) 16d NAILS @ 16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. ((2) 1/4" x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR MASONRY WALL) A -A PLAN VIEWa,@ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING /der 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 10 A35 @ EA. STRINGER TO LANDING SEE AR,9AS. FOR MAX. RISEXF STEPS AND MIbr TREAD DEPTH SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING 1c (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS (2) 2X BEAM PER 2x12 STRINGERS ONE (#2 SYP) (#2 SYP) OF LANDING SCHEDULE @ END OF ON EACH SIDE AND 2x8 8'-0" 12'-0" LANDING FOR STRINGERS ONE @ MID -SPAN 6-0" (1) 2x12 (1) 2x8 TO CONNECT TO. BEAM 4'4" ATTACHED TO TRUSS #1 6 312 TO BEAR DIRECTLY ON 2x8 8'-0" 11'-0" (2) 2x12 2x6 BUILT UP COLUMN A35 CONNECTION 2x6 4'-0" BELOW. (3) 2x12 2x8 8'4" 10'4" MIN. (3) 2x4 SPF #2 2x6 6'-0" (1) 2x12 (1) 2x8 COLUMN 4'-0" BASE PLATE 2x12 9'-0" (2) 2x12 ATTACHED PER PLAN 7'-0" 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" (1) 2x12 (1) 2x8 X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING & PLYWOOD FLOORING STAIR FRAMING INFO SCALE: 3/4" =1'-0" SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING 1c (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'4" ATTACHED TO TRUSS #1 6 312 (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'4" 10'4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PLYWOOD FLOORING (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" X 5'-0" " OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT X 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL 10d NAILS @ 4" O.C. (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. u U 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID VERTICAL LOCATIONS). UNDER BEAMS LESS THAN 2x12) SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STIFFENER TO BE STUDS W/ (2) 16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE Z 0 � V W e� 0 co a - o0) X002 N LLI 0 .�j z � ©®� Y o W CD OC o Q J z U ® d E e-4 _ 0 a3 U 4" o «, • ! W ' °o®0000ap'�ol� z ®rweise j M L (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STIFFENER TO BE STRUCTURAL ENG: CFG / BED STUD TO BE DRAFTING: PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: TNT u U QC CHECK: CC VERTICAL LOCATIONS). - -- JOB No TM - 2152854 STUDS W/ (2) 16d TOE32" SCALE: AS INDICATED -- — -- -- — DATE: 08/10/2016 ATTACHED TO TRUSS #1 6 312 QT1 NOTCH SILL NAILS BELOW (OTHERWISE Q AND SEE ARCH PLAN ATTACH W/ (2) 12d PLYWOOD FLOORING MAX. 4'4" ABOVE FLOOR TOENAILS @BOTTOM) V 000 TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X V) 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z Q O L -BRACE @ 6-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J J @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d A TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO V Y SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. _-__ -`= FLOOR SHEATHING 0 SPACED/CENTERED IN TRUSS PLYWOOD FLOORING _ (NOTCHED @ 2X6 LIJ DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS p N.T.s.TO SLIDE DOWN TO W/ (2) Y4"x3" SDS W = m FACE OF TRUSS SCREWS EQUALLY 0 Z 2x4 #2 SPF STUDS _ '- SPACED & CENTERED9 V _ „ @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS W �- Z O 2x6 VERTICAL @ 6-0 TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & O.C. MIN. AND @ANY SDS WOOD SCREWS @ ANY OPENING 8" WIDE WEB �Q 0 F. OPENING W/IN EQUALLY STIFFENER @ 48" O.C. pp^^�4 HANDRAIL KNEEWALL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS tA 9 Q_ FOR VERTICAL TRUSS TO OUTSIDE FACE OF TRUSS 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR NAILS @ 4" O.C. N.T.S. (ST03 SECTION @ HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4"=1'-0" SECTION X -X 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. 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF DRAFTING: PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: TNT QC CHECK: CC 0 - -- JOB No TM - 2152854 � �a'� ahw SCALE: AS INDICATED -- — -- -- — DATE: 08/10/2016 #1 6 312 QT1 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. 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