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277 Big Spring Ter 16-3112 (new sfh) (a)
THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U6 FASCIA, 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL, W.N., ELECTRIC RANGE, PAINTED KNEEWALL5 AT 5TAIR5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE6 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: ' THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 181 THORNBROOKE 40 S EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: MANCHESTER— 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/S INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A 2138 ELEV. C FLOOR -CEILING ASSEMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.G.R. - 5TH EDITION (2014) 8102.3.5. EXTERIOR FIN15HE5: GARAGE LEFT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/S INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F,B,C,R. - 5TH EDITION (2014) 8703.6.2 AND A5TM C 926, PER F.B.C.R, 5TH EDITION (2014) 8103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE516TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL TAYLOR MORRISON COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RE515TIVE 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 RB.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH 45TM G 926. 5TUCGO CONTROL JOINTS: STUCCO CONTROL JOINT5 TO BE INSTALLED PER ASTM C 1063.06 (1.11.4.1 THRU 1,11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 TRADITIONS S.F. 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 I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE REDRAW NOTES 10-254 CREATED LOT 5PECI CI PLAN FOR LOT 1131 IN THORNE3ROOKE 40'5, ELEVATION "G" CIARAGE LEFT W/ FLAN OPTIONS INCLUDING: 3 E34R PENDANT FARE-WIRE5, 6 CEILINC; PAN PRE-1IRE5, CALIFORNIA COUNTERTOP, EXTENDED LANAI, 9' POCKET 5LIDER, 8' INTERIOR DOOR5 AT MAIN FLOOR, 4 REC F5 ; CANS IN LOFT, VENT HOOD TO OJT51DE AND GLA55 PRONT DOOf PLAN REVISIONS CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX FL45PING: 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 - PLAN DETAILS 3C1 - FRONT ELEVATION 3C2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 303 - FLASHING DETAILS 3C4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN R.ECORY) COPY REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER DATE SAN CORD B I DING 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 REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE h �k ACTION TES's' REQUIRED Results to be Verified at Slab Inspection gUILDi,I/ SA/V ORI) 0 #16-31 12 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTIONS, Al GUTTERS, Al ALL CHANGES IN ROOF SLOPE OR D112t:L HUN, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO6ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, SOLID CORE (5.C.)OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. ASPHALT 5NINGLE5 CIF APPLICA5LE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6,1, 2. ASPHALT 5NINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE IV OR 45TM D &15115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CLAY AND CONCRETE TILE CFF APPLICA15LE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Wsi) 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF R45 IIB, II9 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTAL LATION. MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, GHIMNEY HEIGHT REQUIREMENT5 (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 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER. TUB AND 5HOWER AREA5: 1. GEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE 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 51DE 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. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R415ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 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, EXHAU5T FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 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 THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN5ION5, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY 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 REV151ON5 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. 09-29-2016 JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED 0,' • Y e••Zv> DAVIS SEWS 0 ._ 00 � x m DESIGN GROVP r0 00 OLDSMAR, FLORIDA 34677 813.925.1300 TEL 0 j J) TAMPA • IDET-- . EST. 1994 F<� - 'A 0��M Y/ Lm 2 >JLLLmM • 00 ra 5-01, oDCp � ro°' 00C�r z R Ot JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED (n 0 N 00 192 Cn c� LL co ®®�0�111161 0,' Y e••Zv> DAVIS SEWS 0 ._ 00 � t DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVIS$EWS.COM TAMPA • IDET-- . EST. 1994 F<� - (n 0 N 00 192 Cn c� LL co ®®�0�111161 0,' e••Zv> Z r * i `° 0 ._ 00 � t o s z • T1 TLE • COVER SHEET GENERAL NOTES REVISION LOG • SHEET ' N m 4" ELEVATION (-) 0'-4" ELEVATION ( ) 0'•411 M '61 TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES * * * * * G.G. VERIFY THAT DECO [)RAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE ****** SLAB INTERFACE PLAN GARAGELEFI • r DAVIS BEWS DESIGN GROVP 14'-0" 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ]DENVER - � � EST. 1994 --- K I'-4" ro U r- o CO c0 i cry co g g G.G. VERIFY ACRYLICI3' > >JM 0"x3-0" A/G �. LL • ON LANAI _ ELEVATION o roc o °� -i7 U '� ti PAD (5EE MECHI ]CONTRACTOR �= 0 0 CO - - ---,- E LJ �f0 0'-4° IFOR LOC) I $, 314191-2" aij L — J II RECE55 FOR POCKET SLIDER 4" P.V,C. II � 3/4" P.V,C. CONDENSATION DRAIN BY PLUMBER o r r _ c4 cv I a I 6'-11" 51-411 all — — U TILE SEAT SHOUTER ABV. RECESS REFERENCE = 2'-0" _EI..EVATION d 3/4" P.Y.G. GONDEN54TION - — — — x6 — — — DRAINBY r--1r--� PLUMBER ] OPT. I I OPT. ----- —\ 4" P.V,C. _ — = LWASWER J L PRYER J �J�J AIR HANDLER 11 4 I L — — -j Z _ — \ LINES FROM51 m W/ D15P UPPER FLOOR 4'-6.. 41_8ll PROVIDE WATER LINE FOR ICE MAKER o I m 3/4" RECESS FOR ENTRY DR. 11I >r C) 71 t- = I 50 GAL. W.H. cK3 8" / 9' 0"All 3' S 1/2" 2'-91/2" 2' I" 2'-8" 8" 3' 8" 5'-0" ELEVATION 0'-4" I � PAVERS av_ v Q_ti I I I I I I ------G.J. ---- I -----G.J. oil I c0 I - I I I I I I I �) I I I I I • I t�L)EVATION I m PAVER DRIVE /LEAP WALK AA 3C2 2'-8" 16' 0" 2'-8" 6'-8" 1'-8" 21'-4" 8'-8" 30'-0" 4" ELEVATION (-) 0'-4" ELEVATION ( ) 0'•411 M '61 TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES * * * * * G.G. VERIFY THAT DECO [)RAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE ****** SLAB INTERFACE PLAN GARAGELEFI • JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED • r 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 --- K ro U r- o J�� O J M 0; i 0rA�M > >JM �. LL • o roc o °� -i7 U '� ti �= 0 0 CO E LJ �f0 • JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED �®®��,tteerrr� ooe 4141, °W * ac�Q- ,� L) .2 'poee 000 0 W z V) 0 0 0 >= 0 2138 • TITLE • SLAB INTERFACE PLAN • SHEET • r 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 --- �®®��,tteerrr� ooe 4141, °W * ac�Q- ,� L) .2 'poee 000 0 W z V) 0 0 0 >= 0 2138 • TITLE • SLAB INTERFACE PLAN • SHEET • T.D.M. 9.4 A.F.F. LINE OF DRY5TAGK LEDGE5TONE (TYP.) T.O.M. 9'-4" A.F.F. F---_1 13.0"x3.0" A/C I PAD (5EE MECH. ICONTRACTOR I FOR LOG.) L — — — J 3 - 26 54 HD. AT 8'-0" * EGRE55 LINE OF DRY5TACK LEDGE5TONE (TYP.) T.O.M. 9'-4" A.F.F. H.B. v TEMP. GL, ENCL, ON 42" H. LOW WALL DRYER VENT s ccib m � .d TEXTURED FOAM BANDING (TYP.) (5EE ELEVATION) FLAT HEADER AT 8'-0" A.F.F. AFF, LINE OF DRY5TACK LEDGE5TONE (TYP.) ALL EMERGENCY E5CAPE AND RESCUE OPENING5 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * HATCHING LEGEND INSULATE WALL CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 A50YE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.5.C. 2010 q, 51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 MAIN FLOOIR 1157 S.F. TYPICAL MASONRY eal5.F. TOTAL L I V INCA WINDOW SCHEDULE GARAGE 4515.F. WINDOW WIDTHS 128 5.F. ENTRY 8s 5.F. 2011 LTJ 2111 3111 5311 J H WINDOW CALL -OUTS V 04 ''— IM L °aU" • 26" a X20 10 12 5H 1/2 32 5H 22 5H 32 5H Lu LLY �O = 39" 9 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 6.3 0 15 5H 1/2 35 5H 25 5H 35 5H � z 12" 16 5H 1/2 36 5H 26 5H 36 5H • C.C. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, Lu Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURE 5PECIFICATION3. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW USED (51NGLE HUNG=5H, CA5EMENTe C511T, OR FIXED GLA55a F.G.) HATCHING LEGEND INSULATE WALL CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 A50YE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.5.C. 2010 q, 51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 MAIN FLOOIR 1157 S.F. UPPER FLOOR eal5.F. TOTAL L I V INCA 2138 S.F. GARAGE 4515.F. LANAI 128 5.F. ENTRY 8s 5.F. TOTAL 5Q, FT. 28D(o S.F. MAIN FLOOR PLAN NOTES SCALE: 1/4" = l'-0" GARAGE LEFT • JOB NUMBER 26002.257• CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED x m w 150 STATE STREET EAST OLDSM k FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM Cr0 JONO 0 0 LID N J co NO � ■m V) cl) N V 04 ''— IM L °aU" • 00 a X20 10 6. 0CO LLY �O N 0 6. 41 co r, z It • JOB NUMBER 26002.257• CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSM k FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENWER EST. 1994 • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II 1, REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED X N 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 . 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C1^ 0 OJ J'�O c"'+)I�p� 'A 0��� Y/ L QQ�19 00 0 ICD a��n `o-1 COO Cm Cm 4 J �(p 00 r z d' JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED TITLE • MAIN FLOOR PLAN DIMENSIONS 2A2 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 ==_ r EST. 1994 TITLE • MAIN FLOOR PLAN DIMENSIONS 2A2 TO PROVIDE PAN AND DRAIN UNDER A.N.U. 24" H. A/C PLATFORM oo c� z J5R ALL EMERGENCY E5GAPE AND RE5GUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). CLEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED OPERABLE 5EGTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 UPPER FLOOR PLAN NOTES GARAGE ALEFT TYPICAIL WOOD FRAME y WINDOW SCHEDULE x 0 w WINDOW WIDTHS Lo r0 20" 24" 36" 48" W W W.DAVISBEWS.COM TAMPA • DENVER (1) WINDOW CALL -OUTS ll ` L. po• 00 °USN L (D 20111818 F.G. 2016 F.G. 3016 F.G. 4018 F.G. w 00cro� zCD 0 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. _ 9 J O 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z_ 60" s 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY MASONRY OPENINGS FOR ALL WINIDOW5, cn w WINI)OW 5IZE5 AN[) INSTALLATION MAY VARY PER F_ MANUFACTURE 5PECIFIGATION5. z REFER TO FLOOR PLANS FOR STYLE OF WIN[)OW U5ED (SINGLE HUNG -5H, GA5EMENT- GSMT, OR FIXE[) GLA55- F.G.) CLEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED OPERABLE 5EGTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE5IDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 UPPER FLOOR PLAN NOTES GARAGE ALEFT JOB NUMBER 26002.257• CAD FILE NAME LOT 181 T8 ISSUED 10-25-16 REVISED y x 0 w Lo r0 Lc) 0 J co OUXMAR, FLORIDA 34677 813.925.1300 TEL N 0 W W W.DAVISBEWS.COM TAMPA • DENVER (1) �J M ll ` L. po• 00 °USN L 0� O ���{{0 LL W cm o L cmJ 00cro� zCD 0 JOB NUMBER 26002.257• CAD FILE NAME LOT 181 T8 ISSUED 10-25-16 REVISED TITLE • UPPER FLOOR PLAN NOTES y DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 (F�-- TITLE • UPPER FLOOR PLAN NOTES I UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P-0" GARAGE LEFT JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED X l0 w DAVIS BEWS U r0 OLD DESIGN GROW 0 O co OLllSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Cl -,--� EST. 1994 mm ri) N ` �o1LM 00 a�h 2 CO LL a W �N 41�- lD ,- O h 41 ZN�01 JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED • TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLllSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Cl -,--� EST. 1994 • TITLE • UPPER FLOOR PLAN DIMENSIONS ALL GUARDRAIL5 AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014), 54LU5TER5 5HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR 514ALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINAL5. H4NDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5P4CE OF NOT LE65 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRA5PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER=FAIR PROTECTION ENCLo5ED AGCE551BLE 5PACE UNDER 5TAIR5 5HALL STAIR SECTION HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH 5YP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.G.R. - 5TH EDITION (2014). SGALE; 1/4" = 1'-0" 3/4" PLYWD. DECKING--- \ FLOOR 5Y5TEM I 'K; G.G. VERIFY 42" H. 36" H. CONTINUOUS I � In r 0 `-1010 O LOW WALL GRASPABLE Jr�i�� 0 OLDWAR, FORMA 34677 1'.0" I' W W W.DAVISBEWS.COM RAILING -- -CASING (I/ .m N - i BEAM 5TD, FLOOR PLAN) f LINE OF 6' 8" MIN. BEAM - HEAD CLEARANCE 5Y5TEM / _� o��o 1/16 0.5.5. Y rn BACKING Ll 1/2" DRYWALL CALI. TOP - / F 10.00" 2x 5TRINGE H. (TYp ,) 1 LO Lout UALL Imo` —►I r I" N051NG (TYP.) 2x TREADS AND Ix R15ER5 (TYP.) 11 TREADS AT 10.00" EACH UNDER=FAIR PROTECTION ENCLo5ED AGCE551BLE 5PACE UNDER 5TAIR5 5HALL STAIR SECTION HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH 5YP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.G.R. - 5TH EDITION (2014). SGALE; 1/4" = 1'-0" 3/4" PLYWD. DECKING--- \ FLOOR 5Y5TEM I 'K; G.G. VERIFY Y SHIM 45 I � In r 0 `-1010 O Jr�i�� 0 OLDWAR, FORMA 34677 1'.0" I' W W W.DAVISBEWS.COM ly— -CASING LINE OF DOOR IN FOREGROUND TRU55E5 -1/16 0.5.B. BEYOND BLOUN IN5ULATION ATTIC ACCESS DETAIL SCALE: 1/2" - I'-0" • G.G. VERIFY Y SHIM 45 POP-UP OUTLETS - REQ'D In r 0 `-1010 O Jr�i�� 0 OLDWAR, FORMA 34677 1'.0" I' W W W.DAVISBEWS.COM TAMPA • E)ENVER -CASING (I/ .m N - i 2x 5TUD5 (PER 5TD, PLAN) L Lm°p►L. BASE 0V -0 CABINET _� o��o 1/16 0.5.5. Y rn BACKING Ll 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 1'-0" TRU55E5 -1/16 0.5.B. BEYOND BLOUN IN5ULATION ATTIC ACCESS DETAIL SCALE: 1/2" - I'-0" • Y x ro w In r 0 `-1010 O Jr�i�� 0 OLDWAR, FORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E)ENVER 'A O��M (I/ .m N - i T Lm > i JN L Lm°p►L. 0V -0 _� o��o Y rn 0 6.0 0 y � C� � T Z N G d J08NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED 1 PLAN DETAILS SCALE: 1/4" = 14' GARAGE LEFT • TI TLE • PLAN DETALS • SHEET • Y DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OLDWAR, FORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E)ENVER - 3 EST. 1994�- 1 PLAN DETAILS SCALE: 1/4" = 14' GARAGE LEFT • TI TLE • PLAN DETALS • SHEET • 11/2" THICK SAND FIN15H KEY5TONE -- (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 C) OF ALL RAI5ED TEXTURED FINISH BANDING W AND 5ANp FIN15HED KEY5TONE5 (WHERE xAPPLICABLE) IF THICKNE55 15 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN15H OVER FRAME APf LIGAT101` TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" 45TM G926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F,B,C, RESIDENTIAL CODE 8103.6.2. AND 451M G 1063. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I1-0" CLEAR OPENING HE1605 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THF ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENIN65 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INGHE5 OF '1HE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVIGE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF 457M F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 PLT. HT. 12 /6HINGLE \ 6 D ROOF/ • �Gf EST. 1994 F—.= SHINGLE 010 C U oto ROOF G,C. VERIFY -j O -j u" 12 ALUMINUM OVER 6C fA N T 2x6 sus FASCIA 2z J N (TYPICAL) �aLL 00 2z'oN L 4 BANDING — STUCCO STUCCO )TYP.) LLLJ FINISH 1'-4" W. x 5'-0" H. EQ, EQ. DECORATIVE FIXED 5HUTTER5 5HINGLE 12 ROOF 4" BANDING `p !TYP) SEGOND F.F. LINE 12---I6 4" BANDING ` T.O.M. 5ET BOTT. OF 2'-0" W x 2'--6" H. 8' BANDING DECORATIVE BAND AT T.O.M. FIXED SHUTTERS DECORATIVE CORBEL 8" 5ANDING (SEE DETAIL) (TYP.) d- TEXTURED_ � �❑❑❑���� f IN15H ��� 6" BANDING ----- -- . ❑ � � � � ❑ � ❑ � � DRYSTAGK (TYPJ % a- - TEMP. =- ---- MAIN F.F. LINE — — — — CC) COPYRIGHT 2014, TAYLOR MORR150N G.G. VFRIFY - ALL BANDING AT STONE LOCATIONS 6 TO PROJECT 1/2" P45T THE FACE OF THE STONE 12 Z:�J6 5HINGLE ROOF --\ cs� GRADE LINE 4" BANDING (A55UMED) G.G. VERIFY GLA55 INSERT FOR FRONT DOOR, FRONT ELEVATION 5CALE: 1/4" = 1'-0" 8" BANDING PLT. HT t 1'-4" W. x 5'-0" H. DECORATIVE FIXED sHurrERs 6ECOND F.F. LINE T.O.M. - DECORATIVE CORBEL (SEE DETAIL) (TYP.) `-6" BANDING -TEXTURED FOAM BANDING (TYP) d (5EE DETAIL) DRYSTACK LEDGE5TONE -(TYPJ MAIN F.F. LINE ELEVATION "C" GARAGE L FT JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED Y D11VIS BEWS DESIGN GROVP • �Gf EST. 1994 F—.= x 010 C U oto -j O -j u" 0 M fA N T 2z J N �aLL 00 2z'oN .CJ }'cm 0000h Z 04 v JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED • TITLE • FRONT ELEVATION DETAILS I 3C1 II Y D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 . 92S .1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �Gf EST. 1994 F—.= • TITLE • FRONT ELEVATION DETAILS I 3C1 II OPT. LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS © ATTIC AREA =128 SQ. FT, / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. - HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. \4:12 # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72. SQ. IN. ACTUAL SOFFIT VENTILATION = 232.80 SQ. IN. 4:12 1 I ----------- -------- ------------------ I I I 1 I � I I � I I I I I 6:12 6:12 Cl 0 UPPER ROOF VENT REQUIREMENTS I-- VENTILATION CALCULATIONS j ATTIC AREA = 1274 SQ. FT. / 300 = 4.25 SQ. FT, X 144 = 612 SQ. IN. I I HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 I j HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. MW URL SOFFIT VENTILATION = 535.70 SQ. IN. I I 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 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I yA yio 1 X I I I I I 4� TAMPA •DENVER. I I I � 1 --- 6:12 LEDGE5TONE I I I I MAIN F.F. LINE J Lo co'n 1 � 6:12 0cn0)M I Y/ Lu I I I >>JM I I s. I I 0 0 � 6:12 6.12 JP�� TY Lu i 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 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 5C4LE: 1/8" - 14" 1112" THICK SANp FINISwI KE1`5T0NE _ !IF APPLIGABLE) R'45FD SAND FIN151; TEXTURED BAN iNC Z NOTE - 45 I 1'AIL 5HOW5 I �,F 1' I"ICAL THIGKNE55 OF ALI, R415ED 'IEX REI) FIN15H BANDING AND 54ND FIN6I-IED Q'Y51ONE5 (WHERE x > �' "FLIDABLE) IF THICKNF ;S 15 TO BE o DFFERENT f WILL FF BALLED OUT 41' ` 'JPECIF'C KEYNOTE C, -'LL. 00 TIIICKNE55 OF IEX%RED FIN15H OVER FRAME ��l IC.ATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R70l6I AND -`3/4" ASTM 0926. IN5TALLATION OF EXTERIOR LATHIN!. ,N„ THICK FRAMING APPLICATION Bf- QUIREMENTS TO 5E F'LR 2010 F.B.C. RESIDENTIAL CODE 8103.6.2, AND A51M C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5C41 F : I' -O" CLEAR OPENING HIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW I5 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 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 CONC.- LINTEL PLT. HT. a� 12 5EGOND F.F. LINE 4� TOM,_ 7t 0 v MAIN F.F. LINE 12 GIRDER TRU55 -\ 12 12 -6 5HINGLE 6 � RDOF /SHINGLE ROOF a 6 PLT. HT. PLT. - HT. _ ❑ ❑ ■ STUCCO FINISH STUCCO «� FIN151� 7 W/ OPT. -5HINGLE 8 BEDROOM 5 SECOND F.F. LINE 8 ROOF 5ECOND F.F. LINE *- 7 ONLY T.OM. - T.O.M. v %� � /TEXTURED . /TEXTURED TYP FINISH 7 FIN15H RETURN DRYSTAGK �l t° FIN15H 51DE5 LEDGE5TONE (TYP.) 6, MAIN F.F. LINE MAIN F.F. LINE GRADE LINE (A55UMED) PLT. HT. _ _ _ _ LEFT ELEVATION 12 50ALE: 1/8" 12 6� a6 5HINGLE ROOF PLT. HT. PLT. HT._ ■ /5TUGCO m * FINI5>N 5EGOND F.F. LINE 5HINGLE 412 12 4 5EGOND F.F. LINE — - - ROOF - - TOM. ■■ 7t TEXTURED --� rExruRED FIN150 -} -- FIN15HL* E MAIN F.F. LINE TEMP. MAIN F.F. LINE I yA 1 1 X SADDLE 4� TAMPA •DENVER. -�- r• --a EST. 1994 F-_�- --------------- --- 6:12 LEDGE5TONE I 0 I MAIN F.F. LINE J Lo co'n 1 � I 0cn0)M --� Y/ I I I I >>JM I I s. I I 0 0 � 6:12 6.12 m5� Lu i GARAGE ROOF E Y �N VENT REQUIREMENTS Q Lu j VENTILATION CALCULATIONS r 1 ATTIC AREA = 408 SQ. FT. / 300 = 1.36 SQ. FT. > j i X 144 = 196 SQ. IN. �-o<c� L----------- - -------------� HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 I-0 TYP, HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ, IN. OVERHANG ACTUAL SOFFIT VENTILATION = 132.50 SQ, IN. AT HIP AA (UN.O.) - 5C4LE: 1/8" - 14" 1112" THICK SANp FINISwI KE1`5T0NE _ !IF APPLIGABLE) R'45FD SAND FIN151; TEXTURED BAN iNC Z NOTE - 45 I 1'AIL 5HOW5 I �,F 1' I"ICAL THIGKNE55 OF ALI, R415ED 'IEX REI) FIN15H BANDING AND 54ND FIN6I-IED Q'Y51ONE5 (WHERE x > �' "FLIDABLE) IF THICKNF ;S 15 TO BE o DFFERENT f WILL FF BALLED OUT 41' ` 'JPECIF'C KEYNOTE C, -'LL. 00 TIIICKNE55 OF IEX%RED FIN15H OVER FRAME ��l IC.ATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R70l6I AND -`3/4" ASTM 0926. IN5TALLATION OF EXTERIOR LATHIN!. ,N„ THICK FRAMING APPLICATION Bf- QUIREMENTS TO 5E F'LR 2010 F.B.C. RESIDENTIAL CODE 8103.6.2, AND A51M C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5C41 F : I' -O" CLEAR OPENING HIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW I5 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 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 CONC.- LINTEL PLT. HT. a� 12 5EGOND F.F. LINE 4� TOM,_ 7t 0 v MAIN F.F. LINE 12 GIRDER TRU55 -\ 12 12 -6 5HINGLE 6 � RDOF /SHINGLE ROOF a 6 PLT. HT. PLT. - HT. _ ❑ ❑ ■ STUCCO FINISH STUCCO «� FIN151� 7 W/ OPT. -5HINGLE 8 BEDROOM 5 SECOND F.F. LINE 8 ROOF 5ECOND F.F. LINE *- 7 ONLY T.OM. - T.O.M. v %� � /TEXTURED . /TEXTURED TYP FINISH 7 FIN15H RETURN DRYSTAGK �l t° FIN15H 51DE5 LEDGE5TONE (TYP.) 6, MAIN F.F. LINE MAIN F.F. LINE GRADE LINE (A55UMED) PLT. HT. _ _ _ _ LEFT ELEVATION 12 50ALE: 1/8" 12 6� a6 5HINGLE ROOF PLT. HT. PLT. HT._ ■ /5TUGCO m * FINI5>N 5EGOND F.F. LINE 5HINGLE 412 12 4 5EGOND F.F. LINE — - - ROOF - - TOM. ■■ 7t TEXTURED --� rExruRED FIN150 -} -- FIN15HL* E MAIN F.F. LINE TEMP. MAIN F.F. LINE GRADE LINE (A55UMED) REAR ELEVATION 5CALE: 1/8" - I'-0" 12 6� �12 5HINGLE a6 ROOF TEMP.- _ L STUCCO �o FIN15H 7 PLT. HT. _ 12 �4 5ECOND FF. LINE r.o.M. ZTEXTURED FIN15H 7 @ - oJ / c0 TEMP. MAIN FF. LINE TEMP, GRADE LINE FR. DR. (A55UMED) z RIGHT ELEVATION SCALE: 1/8" - I'-0" � 1 X 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 513.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. -�- r• --a EST. 1994 F-_�- r -n LEDGE5TONE I 0 MAIN F.F. LINE GRADE LINE (A55UMED) REAR ELEVATION 5CALE: 1/8" - I'-0" 12 6� �12 5HINGLE a6 ROOF TEMP.- _ L STUCCO �o FIN15H 7 PLT. HT. _ 12 �4 5ECOND FF. LINE r.o.M. ZTEXTURED FIN15H 7 @ - oJ / c0 TEMP. MAIN FF. LINE TEMP, GRADE LINE FR. DR. (A55UMED) z RIGHT ELEVATION SCALE: 1/8" - I'-0" • JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED � 1 X 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 513.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. -�- r• --a EST. 1994 F-_�- i� 0 OJ J Lo co'n 0cn0)M Y/ >>JM s. °°E • 0 0 ro= 1 m5� O OJ C0 E Y �N roLL r J .- (D � h 000 z O • JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED ELEVATION "C" GARAGELEFf • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN SECTION DETAILS • SHEET • i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 513.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. -�- r• --a EST. 1994 F-_�- ELEVATION "C" GARAGELEFf • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN SECTION DETAILS • SHEET • 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 ROOF MATERIAL PER ELEVATIONS WITH APPROVED JNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN OL BRG. HGT ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM, SOFFIT SHEATH & EXT. FINISHI WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR Z FLASHING DETAIL OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 ' WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING - PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" --- 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND i CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING AND DECK FLASHING. iLj EXTERIOR FINISH PER BUILDER -7 'r 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 wFgr FOLD UP WEATHER tiFR RESISTIVE BARRIER & TEMPORARILY SECURE �� RFs�sT I 4,111 e�R 3J�P WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B U FOR OPTIONS) CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING 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 FOLD UP WEATHER RESISTIVE WEATHER BARRIER &TEMPORARILY SECURE RESISTIVE BARRIER i 2 FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1 2 �- EXTERIOR SHEATHING SILL PLATE FLASHING 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. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ------------- SEE STRUCTURAL FOR G CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 2014 FBRC SECTION R70_3 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. co V '� 47 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 (51MM). 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 �```��f..»••• �"'�s e EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. Zv»,e, �°•.��e. ' ' co Z _0 Q R703.8_FLASHING � �,�•� �,, '� s ,� APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT �•.� Q: ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING �',,�✓6°•..•®� `•``� COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR0 FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ®� B11 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 '"�0 CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:■� V 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 rvool DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 0 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 0 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 37 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. Tmmi ce I 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 00 0 1.4 INA RD F A/WDMA 2 0 OR FMA/AAMA/WDMA 300. ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, M 5 „ 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 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-FRAMEo • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. • JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED Li y x U Lo o In o 0 aMN- OLDSMAR, FLORIDA 34677 813.925.1300 TEL fA W W W.DAVISBEWS.COM TAMPA •DENVER ---5 EST. 1994 L >' JM ooj• 00 'E mar o`J foo �Q-19 rod, `o T Z N G • JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED Li FLAS HING DETAILS • TI TLE • FLASHING DETAILS • y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER ---5 EST. 1994 FLAS HING DETAILS • TI TLE • FLASHING DETAILS • SHEATHING TEXTURE FIN15H COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP 5CREED TERMINATE SELF ADHE5IVE FLASHING AT LOWER NOSE OF M.W.W.5. SELF ADHE5IVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. Q C� 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 ERIR M JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR EXTERIOR SHEATHING 314-1 BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ��+ ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL / COMPATIBILITY O SELF -ADHERED FLASHING ° ° / ° ° SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" / VERTICALLY FROM BOTTOM OF / THRESHOLD 2 3 / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING/ \ ° 1 NAILING FLANGE SELF -ADHERED FLASHING (?) DO NOT FLASH OVER / SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK WALL SHEATHING /�/' /.i! EXTEND MIN. OF 6T //� j/ �%!/L1 CONT. GALV. "L" i /ii/ i ��������� ��/ FLASHING PER TEXTURED, PAIN'' OUTSIDE OF FLASHING //-,—' I� MANUFACTURES EXTER. WALL FII` SPECIFICATIONS ROOF CRICKET: DD MIN: 3:12 SLOPE PLASTER STOP — CRICKET AS (REQUIRED AT // SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF 6„ j BY PLAN LOCATIONS) AT ENTRY SHINGLE OVEI FLASHING W/ CONT. GALV. FLASHING PER Mi PLASH NG IVERTER \ / MANUFACTURI N6 / SPECIFICATIOI OVER ROOF — ROOF MATERIAL PER SHINGLES W/ " DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA --' COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER WINDOW UNIT ------_._..__ SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 77 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING - SCORED RELEASE PAPER ro (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0�1 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION -CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISHSPECIFICATIONS ° .°° °.°�e� OVER ROOF 3' ... .... SHINGLES W/ TAR ar :.� rte; HOLD EXTERIOR " y FINISH 2ABOVE SHINGLE PER ter„ ROOF �OG� CONTRACT 0'r FLASHING METAL DRIP EDGE TO BE UNDER T RF UNDERLAYMENT AT CAULKING <<c SF�� yC,� <�S ROOF EAVES �' o/ 0 o� � F °AGK ?00 O M P TYPICAL ROOF TO �RF� oRoO,c z'S — °RSA pNpS�`PY RS \ WALL FLASHING DETAIL �T�To 5�N°° a�N°°�R 3�p° °° \S- \ .lD FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING J _ 6 TO 12" PER PLAN 6"HIGH SPECS. DIVERTER FLASHING� '"-' 6 j / GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL . . , 2ND St p° \ RAKE METAL DRIP EDGE 22 z9 J ° TO BE OVER 5 -- EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT 14" 2 / CERTAINTEED WINTERGUARD GABLE ENDS -- 7 FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. - - EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" Ofi, VALLEY CENTERLINE �i WIDE STRIP OF ASPHALT I RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE \--CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE - FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / I l NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE - SINGLE iDOUBLE JOIST JOIST 1 -WOOD BEAM BELOW i -A , SELF DHERED FI SELF -ADHERED FLASHING SELF -ADHERED FLAS ING v *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING DETAILS N.T.5. (J-3-3) DAVIS BEWS DESIGN GROVP CEMENT TAMPA • DENVER PLASTER x OVER BLOCK IST FLOOR -i , O -j co / I l NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE - SINGLE iDOUBLE JOIST JOIST 1 -WOOD BEAM BELOW i -A , SELF DHERED FI SELF -ADHERED FLASHING SELF -ADHERED FLAS ING v *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING DETAILS N.T.5. JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED (J-3-3) DAVIS BEWS DESIGN GROVP • TAMPA • DENVER --� EST. 1994 (:----- x 10a 0010 0 -i , O -j co 0 = 0 CD N r �Jcy ? o LL • 0 0 .— 0 0 Co E5% E s0 ca tCCtJ ' c 40 o JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED 01 • TITLE • FLASHING DETAILS lie• II 3 C4 II (J-3-3) DAVIS BEWS DESIGN GROVP 150 STATE STREET" FAST OUXAIAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER --� EST. 1994 (:----- 01 • TITLE • FLASHING DETAILS lie• II 3 C4 II I I L ----J ROUGH -IN FOR OPT, W.P. FAN/LIGHT GRI. I W.P. G.F.I. \ 3 SD SD CM v WALL MOUNT -� / AT 6-8" FAMILY ROOM ROUGH- IN FOR OPT. \ ❑ J FAN/LIGHT M UP To MASTER SUITE I L \ FAN/ LIGHT t ---- GF.I: M. BATH _ PENDANT � (VERIFY LOCATION) 6' 0" (VERIFY) CH - (3) PENDANT DINING ROOM UP TO I 0 PRE -WIRE LIGHT ---- r— F — — —I (— 220 V. UTIL �I SD CM GF.I l0 MICROWAVE OUTLET +14" - \ PWDR VENT HOOP ANp 220 V. I \ MICRO TO EXTERIOR / KITCHEN PENDANT (VERIFY \\ k� \ \LOCATION) GF.I. - G.F.I. / GF.I. I -- ENTRYFC7 � AT 48" LIGHT AND SWITCH IN ATTIC PUSHBUTTON FOR F — _ :'1 G.D. OPENER W.P. L----=� L J W.P. / G.F.I. FOR GARAGE / T.U.G. SERVICE 150 AMP, GRI. FIXTURE ELEC. ELEC. METER PANEL CLG. GF.I.OUTLET FOR GD. OPENER ----------------------- / I GF.I. AT 48" I I GF.I. IRRIG. i AT 48" / I COACH COACH LIGHT �\ LIGHT MAIN DISCONNECT- METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY - 4/0 ALU. CABLE ELECT f CAL ICE`' DUPLEX CONVENIENCE OUTLET 63) DAVIS BEWS DESIGN GROVP DUPLEX OUTLET ABOVE COUNTER DISC. w.P. WEATHERPROOF DUPLEX OUTLET .F.. GROUND FAULT INTERRUPTER DUPLEX OUTLET INSIDE �$ HALF -SWITCHED DUPLEX OUTLET LIGHTS AND OUTLETS SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WATER HEATER WALL SWITCH -D p15CONN. D15CONN. 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH GROUND ROD ID DIMMER SWITCH TO FOOTING STEEL CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE V>>J� RECESSED INCANDESCENT LIGHT FIXTURE - H.B. P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT L 003�E FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ip. EXHAUST FAN/LIGHT COMBINATION �Y �D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) too o © CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER ELECTRIC PANEL HORIZ. DISCONNECT SWITCH -MAKE-UP LIGHTS ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT. CEILING FAN v J �7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 154 AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING -HORIZ. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAKE-UP CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. LIGHTS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1. 5. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFFA.1OA-05, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT- METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY - 4/0 ALU. CABLE A/C 63) DAVIS BEWS DESIGN GROVP ^� DISC. TYP. "14 AND "12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 10 COPPER TO WATER HEATER 18 COPPER TO RANGE -'04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT omr��nnaraoirror_mrrm JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED • 63) DAVIS BEWS DESIGN GROVP • �- EST. 1994 c--- • x ro w lo C To o� O J,h�, V>>J� L LL. L 003�E O 0 Co �Y cd;N i J -w too o Mot omr��nnaraoirror_mrrm JOB NUMBER 26002.257 • CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED 2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • 63) 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 • LDENVER �- EST. 1994 c--- 2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • 4M1 yIAKE-UP -IGHTS LCTIC,4L 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � ll P. WEATHERPROOF DUPLEX OUTLET .F.. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iO. RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN —, TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) IE PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR'. @ SMOKE DETECTOR @(c@(co SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) QQ THERMOSTAT Cp ELECTRIC METER Aw ELECTRIC PANEL D16CONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED ON PLANS OR A5 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP), TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10A-05, NE.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 5. 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. GARAGE LEFT4 B • JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED • • • x �00 JUDO 0 _j co r- >>Jcl, L. V aLL 00 Cp '5 E--�0 coV. 0 � (p Q (� � 00 cc ZNLd' • JOB NUMBER 26002.257 CAD FILE NAME LOT 181 TB ISSUED 10-25-16 REVISED W Y D�A� MIS BOcZ�°EWnCS DESIGN GROVP 150 STATE STREET EA S T 01DMARLORI0 DA 39677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWSCOM PAMPA •DENVER EST. 1994 0O 37 00 O >= J 2138 • TITLE • UPPER FLOOR ELECTRICAL PLAN UPPER FLOOR ELECTRICAL PLAN_ • SHEET • F—�-�— W Y D�A� MIS BOcZ�°EWnCS DESIGN GROVP 150 STATE STREET EA S T 01DMARLORI0 DA 39677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWSCOM PAMPA •DENVER EST. 1994 0O 37 00 O >= J 2138 • TITLE • UPPER FLOOR ELECTRICAL PLAN 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 2'000 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 1". 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 VV/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT, NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc i = 900 Fc 1= 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 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'-0" 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-B3 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-B3. ("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-133). -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-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE, HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT: TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED 1N THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 16' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 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 LINTEL PLAN SD1 (+) VALUE DENOTES PRESSURE AREA (SQ FT) GENERAL DETAILS SD3 - VALUE DENOTES SUCTION AREA O O TWO STORY DETAILS (+) 21.2 (+) 21.2 10 (- 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 W (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 (+) 18.0 (+) 18.0 100 -) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 _ WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a I 5 5 J✓' 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 0 ,. 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) •- EEO, o• APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 / W 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 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (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 z :O 0 d+ U) 11 N urro��i QC CHECK: Lu rn TM - 2153307 e`���tu IK AS INDICATED DATE: 10-26-16 Ul •••.oso•• IO (`� LLI pp 00 00 LL Y IX o LU = U � 0 ,. ® iV 2 Z ri Q CU •- EEO, o• ❑ _j r ` •'� 'R / W ❑ •• °•••..®®•®•o ®� OJ N LR QC CHECK: MRB C TM - 2153307 U AS INDICATED DATE: 10-26-16 Ul O 11 U o 00 00 LL Y IX o LU = U � Ca Z W H a= N STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB U TM - 2153307 U AS INDICATED DATE: 10-26-16 Cl) 11 zJ0 0 Cl) _j 0W cr) 00 00 LL Y IX 0 J aa= H LU = U � Ca Z W H STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 S1 c a 30'-0" 2 STORY FOOTING L 16'-0" 14'-0" L \Y FOUNDATION PLAN 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 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. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 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. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 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. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 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 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 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. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWAILL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL FOOTING SCHEDULE 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. 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. .5 <8> 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. O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. .5 <8> 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. z O U W A V LU W coq 0�6i1U1 /,fit® o f"Ifle Uj C7) 01 CAD oo �►tco cz_ i Z, < U M U- 0 DO t j (y) 4b 6 Z a Z J � W Z 06 C� 0_ " Z ffi Q Zia O z Q U6 w Z���� J � 0 0 LJLW LL] _CUD Im U) U � � U i/) 11 � Q 00ZL)0 OUji ©� W 0W HO r= �c)R o=z LLJ Z aaz Q I— I— STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 S2 I 1'-4" 13'-4" 1,1'-411 M 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. E3 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY FILLED CELL (1) #5 @ TOP, BOTTOM & @ 24" VERTICALLY !ni PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN DOWEL LAYOUT PLAN_ 1/4"= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. UJI Z O ry U U) C) A � coa ria � 'o W °' C, 'Cr .�` •'� �, wo0 0 �= CV J Z OV Q U LLI so*�(7 Q 9 (1) CONT. #5 FROM TIE �°a° OJ ca U- BEAM TO FOOTING MASONRY WALL UO REINFORCING PER PLAN (TYP). M r 0 ' ' .1,� � 6 0 z C6 P4 y p77,10 cu o 1/2"= 1 1-01, z O�� m am W 1, Q s J z.�M � J j Z .. W OLU Q J O o 0 �W �_ _ � V U 00 Zt,j~O A W0 1 0 F"0 a c R 0Z —_ Z _.. � W = � Qa o STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 S3 J01 O El e D HUC48 HEADER TO C.M.U. W/ — (6) 10dNAILS& (14) %"x2%" TAPCONS El 131 D: El F05 F06 III N 01 (-0 U-) O O D --D FALSE BEAM BELOW BY BUILDER FIRST FLOOR FRAMING PLAN 1/4"=11-011 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 HEADER SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) K O OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BWZ PLATE 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS If 1160 p 3rd. PT. (2)1.75"x9.25" LVL BW4 2. ALL (POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 12" OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO 3'-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160p If Mrd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET s 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. z� NAILS & (18)4'x24' TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 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) <8>(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) E(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) K O PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) <8>3-1/2"x7" PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) <S>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 EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS 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 w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6' EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO 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 w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. NAIL SCHEDULE q� (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN <8>(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 E(3)2X8 SYP#2 BUILT UP STUD COLUMN <8>44 SYP#2 POST JO 6x6 SYP#2 POST K O 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. <8>3-1/2"x7" LVL COLUMN. < 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. <S>5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. O3-1/2"x11-7/8" LVL COLUMN, O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL WF08/SD4. 2. ALL (POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS &" EPDXY ANCHOR w/MIN. 6"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 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 2"' 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. 1. TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" dZ META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING TO POST: SIMP. HTS20 OR LSTA18 ti E (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12" NAILS OR EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS H10A 1015 H10A 1340 3] (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TRUSSES HTS20 w/(24)10d x 12 NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO (2)HTS20 w/(24)10d x 12" NAILS CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. ON MASONRY: SIMP. META16 7R (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 Ifl 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 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. z� NAILS & (18)4'x24' TAPCONS 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 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 c EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS Q 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 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8 " EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT U 19 HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 11 SET EPDXY MIN. 7" EMBEDMENT zv0 (3)HTS20 w/(24)10d x 12" NAILS O -� 20 F (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 30IRDER TO COLD 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. 1. TAG BEAM SIZE CONNECTIONS W ELEVATIONS FOR BEARING HEIGHTS. TO POST: SIMP. HTS20 OR LSTA18 TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED, 00 6 TO BEAM: SIMP. HUC48 w/(14)16d NAILS 4. (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" dZ PLATE TAPCONS ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE o ON MASONRY: SIMP. META16 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING TO POST: SIMP. HTS20 OR LSTA18 ti A) ALL CEILING HUNG SOFFITS AND SOFFITS TO BEAM: SIMP. HUC410 w/(18)16d & WITH CABINETS AS SHOWN ON PLANS. (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d OF ALL HARDWARE BEFORE INSTALLATION. PLATE NAILS & (18)4"x24" TAPCONS 0 z 0 EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS ON MASONRY: SIMP. META16 DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. TO POST: SIMP. HTS20 OR LSTA18 THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TO BEAM: SIMP. HUC410 w/(18)16d & TRUSSES (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PLATE NAILS & (18)4'x24" TAPCONS OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ON MASONRY: SIMP. META16 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP TO POST: SIMP. HTS20 OR LSTA18 AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE TO BEAM: SIMP. HUC410 w/(18)16d & PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF NAILS & (18)4"x24' TAPCONS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. ON MASONRY: SIMP. META16 IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE TO POST: SIMP. HTS20 OR LSTA18 W BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE TO BEAM: SIMP. HUC410 w/(18)16d & ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. z� NAILS & (18)4'x24' TAPCONS 0w ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 U TO BEAM: SIMP. HUC410 w/(18)16d & 1506 (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d c W v,Z NAILS & (18)4'x24" TAPCONS Q ON MASONRY: SIMP. META16 J l t 1 Wj TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL Uj =z * NAIL TOGETHER USING (3) ROWS OF 12d NAILS .� @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 s ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 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 W ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED, 00 6 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 Z v .. �: `' AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ J SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS dZ BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE o CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: ti 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 0 z 0 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 O 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 W 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 Z� Z THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. z� BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS, ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. nInT1=c- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 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. its strictly prohibited. 1/4"=11-011 W Q W 11#It l ll1.l�/�® LR QC CHECK: •••• ��� W M u -•o LLI N J 00 6 10-26-16 Q V Z v .. �: `' C, ui J rA dZ N • o ®/llltt111�®�� OL1 U_ STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. I SCALE: AS INDICATED DATE: 10-26-16 Elu U rA N • .: 0 ., ti o O 7 M 9 U C4 0 z 0 a am O z W I) 06 Z� Z E z� r� •�� 0w U Za 1506 J SNF c W v,Z Q J l t 1 Wj 0 � J Uj =z .� s U o U 0000 Q � 11 zv0 O -� LU 0 O1 --O 0 LV m U WLU -_ LU aa= H Z H .� Q STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM -2153307 SCALE: AS INDICATED DATE: 10-26-16 S4.1 ADD STRAPS TO NUIE5: 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 SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING P 1/4"=11-011 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. U 4 z 0 0- � U W � 0 W I0� Uj M Ui 00 LL z cC • t'V� c0 • J v o Or O m w Q 0 0•••o••b•o••o®••o i``w >.>- 0 �lllllllll� O / 6 UI Z O .: ICU - U EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING P 1/4"=11-011 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. U 4 z 0 0- � U W � 0 W I0� Uj M Ui 00 LL z cC • t'V� c0 • J v o Or O m w Q 0 0•••o••b•o••o®••o i``w >.>- 0 �lllllllll� O / 6 UI Z O .: ICU - U S4.2 Q �o � E Q 0 RodJ U) CLw 0 V 0 z 5 � , z 2 Z) U) IR .. OQ U � LL Q o W Lj Z O o W W c� _ U U o V o F a� o u Z U ~O A O W W TWO OHO 1 0O = Z ~ J U Z W LLJ Q aa= H H STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM- 2153307 SCALE: AS INDICATED DATE: 10-26-16 S4.2 THE GROUT IS LEVEL PROVIDE I LINTEL W/ 3000 WITH TOP OF BLOCK FOR STANDARD #5 psi CONIC. PER PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS 1 CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS d� .._a ^ ..� .711111111' . p 4 d a° tI °III BOTTOM STEEL IN LINTEL IF It� ° ° d INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 a ROUGH OPENING PER PLAN .10 ° c OVER COURSES NOT REQ'D TO BE FULLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 W d bI, O a LL ° e Q z �aIII° z w I p° 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 4 CONC. w/ (1) #5 DIA. REBAR d. Id 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 FOR LAP INFO. ° . NO d OPENING BEND 0 d d d DAL SHEAR WALL SEGMENT 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 FOR LAP INFO. d, ° s r , .I a ° . NO -SHEAR WALL AT OPENING BEND 0 TYPI DAL SHEAR WALL SEGMENT -. LENGTH LAP SPLICE 11. „A„ „B" ..C„ „D„ LINTEL PER PLAN 4 _.—�---- d, ° s r , .I a TYPICAL MASONRY CONSTRUCTION -CRETE, QUALITY SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 ". BEND 0 LENGTH LAP SPLICE -. LENGTH LAP SPLICE 11. „A„ „B" ..C„ „D„ LINTEL PER PLAN „B„ „C„ „D,. #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 TRANSOM OPENING 20 e I° 55/8 121/2 24 #5 31/8 7 11 3/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" SEE DOWEL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 O NAILS TO HEADER SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) -CRETE, QUALITY SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 ". BEND 0 LENGTH LAP SPLICE -. LENGTH LAP SPLICE 11. „A„ „B" ..C„ „D„ LINTEL PER PLAN „B„ „C„ „D,. #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 TRANSOM OPENING 20 3 55/8 121/2 24 #5 31/8 7 11 3/4 25 33/4 7 151/2 30 —/FRAME INFILL AROUND 33/4 81/16 14 30 41/2 ' WINDOW BY BUILDER {` #7 43/8 9 13/16 16 1/2 35 SEE WF01/SD1 FOR / 9 13/16121 3/41 42 1843/1625 3486/2602 6390/3302 MORE INFO 726/699 1843/1625 3486/2255 6205 / 2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/127 /1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/ 1075 1838/1567 2883/2003 12'-0" 1075 /1045 1838/1446 2883/1848 __239418/297 12'-8" 0 _ 369/261 1002/984 1697/1361 DOOR OR WINDOW OPENING ' 328/0 1234/0 1779/0 2662/0 MAX. OPENING 4 FT ' 1160 / 0 _ 1660 / 0 2439 / 0 16'-0" 0 284/0 950/0 _ 1379/0 1997/0 �+ MATERIALS LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" SEE DOWEL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 O NAILS TO HEADER SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) -CRETE, QUALITY GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11. „A„ „B" ..C„ „D„ „A„ „B„ „C„ „D,. #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 11 3/4 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 5 1/4 9 13/16121 3/41 42 I LAP SPLICE EMBEDDED U STANDARD 90° HOOK It STANDARD 1&0° HOOK #3=2Y2" #4=2Y2" #5=2Y2" #6 = 3" #7=3Y2" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CLEAR OPENING 8R6-1 B/8R6-OB CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES 2'4" 1694/1694 STANDARD LINTELS 2'-8" 1425/1425 11. DLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 18F32 -113/8F32-013 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.V-6" 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOLIT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. ('") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672 / 4576 10000 / 6224 3'-4" 1006--- 1663/1349 _ 5365 / 1999_ � � 7342/3123 10000/4249 _- 4'-0" 860 1651/1349 - 5365/1999 7342/3123 10000/4249 _ 4'-6" 710 1423/1105 4360/1631 6036/2549 832_8 / 34_70 5'-2" 570 1232/1232 3480/2580 _ 8360/3586 8825/4592 6'-2" 488 991 /991 2661 /2143 5681 /2698 6472 / 3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205 / 2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/127 /1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/ 1075 1838/1567 2883/2003 12'-0" 1075 /1045 1838/1446 2883/1848 __239418/297 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 18'-8" 0 142/0 598/0 1114/0 1468/0 1. ft PRECAST LINTELS = 3500 PSI. 2, ft PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-0" 0 1 180/0 598/0 1024 / 0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 1 110/0 450 / 0 __ _ 824/0 1147/0 _ RECESSED LINTELS -FILLED _ HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22_-OB 2'4" 1694/1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 / 4933_____ T-0" 1230/1230 2769/2769 ____4933 4085/4085 3'-4" 1081 /920 2769/1716 4085/2839 4'-4" 846/833 2121 / 1716 3127/2839 - 5'-4" 664/572 1761 / 1761 2_595 / 2595 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 -_ 1) FOR HEADER DEPTHS DEEPER 2) FOR HEADER DEPTHS NOT LISTED THAN 32", USE VALUES ON CHART, USE FOR 32" DEEP THE VALUES FOR 13'-4" Ilk 16-0" LINTEL PLAN 1/8"=11-011 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE MARK LINTEL F = FILLED WITH GROUT REQUIREMENTS U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ `�,0®111U 11111��'�s 0) BOTTOM OF LINTEL CAVITY 8F16-1B/1T .•� �,•�± Li 00 `r 0 ®Q T_Z i0 Z to o J '1�•• •'+!'j Z Q V a� Q � 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T l i®� Jill, ®l� m U LL O 8F8-1 B/1 T -- QUANTITY OF #5 REBAR AT TOP � 0 8RF14-16/1T NOMINAL HEIGHT NOMINAL WIDTH U 0 O° 8F16-1B/1T TYPE DESIGNATION 4,4 01 O 8RF14-06/1T 0 8F16-0B/1T 1-1/2" CLEAR t CD d'. P� ..;_ 'fir O 8F20-1B/1T01 T_ #5 REBAR AT TOP MIN. (1) REQ'D j"""� a ::, O 8F20-OB/1 T ^'^+I U� <[ z C.M.U. • 0 8RF22-1B/1T 00 - 0 GROUT CC) ~' c O 8F24-1B/1T Oz #5 REBAR AT BOTTOM OF LINTEL ri. l'r£ U CAVITY BOTTOM REINFORCING PROVIDED O 8RF22-0B/1T 7-5/8-" ACTUAL IN LINTEL (VARIES) -I 0 8F24-OB/1T 8" NOMINAL WIDTH a p" FILLED O 8RF30-1B/1T P O - 8F3216/1T _ " 1 1!2 CLEAR 0 8RF30-0B/1T _j . ILL! � °. #5 REBAR AT TOP MIN. (1) REQ'D Q z 0 8F32 -0B/1T CU _j z C.M.U. (D O 8F38-1B/1T 00 - W � O z Z C) 06 0� 8F12 -1B/1T 0 8F40 -06/1T �I`------�I` BOTTOM REINFORCING PROVIDED CD Z ^ 7-5/8" ACTUAL IN LINTEL (VARIES) Pz O 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED -� z V 0 L1.I O6 a SAFE LOAD TABLE NOTES Q U' 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING 2. 0 = NOT RATED. I- 3.SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 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 U) �..� ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 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. Lj 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. V V Vi r' 11 � aoo Z V Q rsa O J A Cl)O LIS 0 W p 1 P 0 p ca R = Z L p JVW — � LUZ aa= STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM- 2153307 SCALE: AS INDICATED DATE: 10-26-16 D08 REBAR SPLICE DETAIL C� SCALE: 3/4" = T-0" S 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. (1) #5 FROM FTG. TO — (1) #5 FROM FTG. TO 3/4"=1'-0" / �/ 3/4"=1'-0" TIE BEAM SPLICE TO �� TIE BEAM SPLICE TO �1 ` BE MIN. 25" GROUT BE MIN. 25" GROUT 811 #5 CONTINUOUS a CELL SOLID CELL SOLID FILLED CELL PER PLAN WOOD POST PER PLAN QC CHECK: MRB MASONRY WALL MASONRY WALL ARCHS ON EA. SIDE OF w SEE PLAN SEE PLANCONCRETE DATE: 10-26-16 #4 BAR @ 48" O.C. W/ WALL SLAB FOUNDATION PLANER -7CONCRETE .14 SLAB PER FOUNDATION PLAN D Q ! r CONNECTION �01-I I M, > 0 �— — I -- (2) #5 BARS CONT. (2) #5 BARS CONT. I I �I I CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER CLEAN COMPACTED W/ 3" COVER TYP. 31' C6 FILL FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY 1'-4" DENSITY 1 4 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING 4FO\ TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER FOUNDATION PLAN V-4" '`-- (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS =0� FOOTING @ SHOWER AT MASONRY 3/4"=V-0" THICKENED EDGE IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW IhF I BE 20" WIDE NON-BEARING SLAB STEP DOWN AF13l'iDOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1 '-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP wUjas Uj 00 cn _ a c a G C. e 4 -- Wo __a.�, i_o.r° � (- 2) #5 CONT. w/ 3„ (2) #5 CONT. w/ MIN. = _ COVER TYP. COVER TYP. (2) #5 BENT BARS wl MIN. 25" LAP SPLICE TYPICAL STEP FOOTING DETAIL rn 3/4"=1'-0" / �/ 3/4"=1'-0" \ % 3/4"=1'-0,, �. ` STRUCTURAL ENG: CFG / BED 811 #5 CONTINUOUS a O • J -r 2 co • Q ® FILLED CELL PER PLAN WOOD POST PER PLAN QC CHECK: MRB ARCHS ON EA. SIDE OF w SCALE: AS INDICATED FOR SIZE AND BASE- DATE: 10-26-16 #4 BAR @ 48" O.C. W/ WALL NOT USED 4„ CONNECTION 1 MIN. 32" BEND INTO 2 1/4" ------ter 'Q SLAB I n 44 a TOP COURSE TO BE CHAIR BLOCKS. CONCRETE SLAB SEE \\ PLAN P.T. BOTTOM PLATE _______j ALi ENTIRE BASE TO BE . a ---- - - FILLED SOLID a TOP VIEW CORNER SEE ELEVATION SEE PLAN FOR STAIR a . --_-- - INFO. IF CONCRETE 4 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER FOUNDATION PLAN V-4" '`-- (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS =0� FOOTING @ SHOWER AT MASONRY 3/4"=V-0" THICKENED EDGE IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW IhF I BE 20" WIDE NON-BEARING SLAB STEP DOWN AF13l'iDOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1 '-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP wUjas Uj 00 cn _ a c a G C. e 4 -- Wo __a.�, i_o.r° � (- 2) #5 CONT. w/ 3„ (2) #5 CONT. w/ MIN. = _ COVER TYP. COVER TYP. (2) #5 BENT BARS wl MIN. 25" LAP SPLICE TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" BEARING SLAB STEP DOWN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS Ian #5 CONT. a REINFORCEMENT SEE FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG #5 x 25" x 25" CORNER U) V) w U w tr v LLa 4 SLOPE PER MFG 3/4"=1'-0" Z " O 03 CL ry U o 1111111111 FOOTING AT INTERIOR BEARING rn 3/4"=1'-0" / �/ 3/4"=1'-0" \ % 3/4"=1'-0,, �. ` STRUCTURAL ENG: CFG / BED • u- 0� = z #5 CONTINUOUS INTERIOR FINISH PER O • J -r 2 co • Q ® FILLED CELL PER PLAN WOOD POST PER PLAN QC CHECK: MRB ARCHS ON EA. SIDE OF SCALE: AS INDICATED FOR SIZE AND BASE- DATE: 10-26-16 #4 BAR @ 48" O.C. W/ WALL NOT USED 4„ CONNECTION 1 MIN. 32" BEND INTO 2 1/4" ------ter SLAB GARAGE TOP COURSE TO BE CHAIR BLOCKS. CONCRETE SLAB SEE \\ PLAN P.T. BOTTOM PLATE _______j ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION SEE PLAN FOR STAIR --_-- - INFO. IF CONCRETE CMU BASE w/ (1) #5 \ - - - - - "" - STAIRS ARE FORMED & CONC. SLAB PER FOUNDATION PLAN — GARAGE WALL VERTICAL @ EACH 1 IMI I i POURED, PROVIDE (1) BEYOND „ —._— 2u @EACH STEP (MIN �„ hf PLAN FOR BASE SIZE (3) #5 CONT. W/ 3l' ' N a �, � g � 1-1/2" COVER) 1- I z0 COVER ON CHAIRS -1 I I_L,I 4 ° • DRIVEWAY BY SEE FOUNDATION FOR -'- i i ( d .e `- 4" BUILDER- CONCRETE PAD SIZE } E- w -I (( _--rP•�.------ ^" a OR PAVERS � w ( I b 4 e quo CONC. SLAB OR F ..... > O w w _ UPLIFT CONNECTORS 1 ` , "� ,- PAVERS PER PLAN ° ") SUCH AS SP's, H's, AND — - - -_—_IT- - _ - — - — � � ANCHOR BOLTS ARE I I (1 I I —III — — e I _ CLEAN COMPACTED �� NOT REQ'D ON WALLS - .., 2.0I 1 I I- ° FILL @ 95 /o STANDARD NOT EXPOSED TO DENSITY 1- UPLIFT FORCES. CLEAN COMPACTED g" 3" COVER TYP. ICKENED ENCONT. CLEAN COMPACTED -----_. -` -` - SHEARWALLS FILL @ 95% STANDARD EDGE FILL @ 95% STANDARD REQUIRE ANCHOR DENSITY &TERMITE DENSITY BOLTS PER PLAN. TREATED F1 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN F23 DEEP MONO INTERIOR STEP DOWN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" BEARING SLAB STEP DOWN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS Ian #5 CONT. a REINFORCEMENT SEE FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG #5 x 25" x 25" CORNER U) V) w U w tr v LLa 4 SLOPE PER MFG 3/4"=1'-0" Z " O 03 CL ry U o 1111111111 FOOTING AT INTERIOR BEARING rn 1 _ — 3/4"=1'-0"®`l►i111tlleeiUj o d� .•• •• "�/� �i LLI a•s• �. ` STRUCTURAL ENG: CFG / BED • u- 0� = z DRAFTING: .. O • J -r 2 co • Q -STRUCT: LR .. : z H InNo W Q QC CHECK: MRB MASONRY WALL .� N �•. 0 z p SEE PLAN ' •• ••®�y �~ Q 0! CONC. SLAB PER' (1) #5 FROM FTG. TO 'oBe®ee vaoP<'' m U FOUNDATION PLAN TIE BEAM MIN 25 SPLICE GROUT CELL SOLID PER PLANS 310 ,1 G. �.' BAR, ONE FOR EA. w - - q a e e . — a — o «.Oft N HORIZONTAL U CONC. SLAB PER C Q REBAR, TYP. U.N.O. 1 FOUNDATION PLAN _..I u ----- a _ _ - C o - �- - coM (2) #5 BARS CONT. I ---'_III---III=III- -III TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION 8" CMU - TOP 2 #5 x 4'-0' PVC OR SCH40 SLEEVE 17• �- CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE 1 I (I I I FOUNDATION PLAN ,— 8' C.M.U. FINISH PER PENETRATION 17 FINISH FLOOR ELEV. / FINISH FLOOR PENETRATING GRADE PIPE PENETRATING PIPE ! - A SLA E .. _ LOOP TIE (TYP.) C? - = I _! d • d _ I SIZE & REINF. I ._ _ . .- PIPE PERPENDICULAR TO F N D u PVC SLEEVE MIN. 1 -_— I = — -- FOOTING PER PLAN z DD TOP (2) #5 x 4'-0" _ I L.:. _._- -- I I=1 I=1 I- �\✓✓ L I --I I—�„� 6 '--- i' CENTERED AT PIPE DIAMETER TO BE 2 PENETRATION PVC OR SCH40 SLEEVE COMPACTEDIII I L. PIPE SIZES LARGER STANDARD CLEAN 95%95% — -- FOOTING PER PLAN FILL THAN THE DENSITY `.. I... C I I SEE FDN PLAN PENETRATING PIPE (SIDE VIEW) PVC SLEEVE 13 FOR SIZEII -_ j I_:mm & REINF. (FRONT VIEW) PIPE VERTICAL THRU FDN TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0” PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the express SLOPE W/ 3 COVER TYP.; @ 1'-4"` ` U 2 -STORY CONDITION Q PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" w17- U OR GRADE 1/4" PER WIDE FOOTING c FCLEAN COMPACTED OOT AWAY FROM BUILDING FILL @ 95% STANDARD o G S3 DENSITY ELASTOMERIC JOINT FILLER a m w EXTERIOR DOOR POURED SILL AR' _ FOOTING AT INTERIOR BEARING WITH CMU 3/4"=11_011 3/4"=1'-0" Co � J Z W C�0 Z z ffi� O o y U v N Q � F W o z��� ~ Z W O W _ IL _ U � 0 Cl) 11 ra Q � Z O V ~ 0 Cl) LLI ri O W p II— O 2 in = Z U j ZW 0 Q 2 Q 1 _ — STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 NOT USED SD1 ;ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 77 '. 1 •.......— U) a W N i1• : a., : k,: W 'y z �� •y .�'� ENTIRE COLUMN TO BE GROUT FILLED W �•.. U.N.O. 44 .11 F' .. 1 4 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS R.7 PFR 9YR ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. �FlKNEEWALL ABOVE MASONRY WALL ARCH PER ELEV 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR CENTERED SEE PLAN FOI FRAMING INF( THREADED RO PLAN / BEARINi SCHEDULE. OIC REQUIRED WH INDICATED ON GARAGE WALL F BEYOND c (1) #5 VERTICAL IN F GROUT FILLED CELL (IF STRUCTURAL REQ'D PER PLAN) BLOCKING PE 716" OSB W/ (2) 8d C NOTE: SEE MD08 ON c LINTEL PLAN FOR BEAM. ATTACHED PER ADDIT'L REBAR INFO BASE PLATE VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS R.7 PFR 9YR ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. �FlKNEEWALL ABOVE MASONRY WALL ARCH PER ELEV 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR CENTERED SEE PLAN FOI FRAMING INF( THREADED RO PLAN / BEARINi SCHEDULE. OIC REQUIRED WH INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF (2) 2x TOP PLATE MASONRY WAL 2x6 P.T. BUCK EACH STRUCTURAL SIDE OF OPENING BLOCKING PE 716" OSB W/ (2) 8d WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ WALL TO BOTTOM OF 5-1/2" EMBED. AT EA. BEAM. ATTACHED PER DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. AT BASE ARE ANCHOR. (1st BOLT TO REQUIRED BE 8" MAX. ABV. CURB, NEAREST ROOF REST EQ. SPACED BEAM. ATTACHED PER -24 O.C.) PT BASE PLA'. 1/2"= 1 '-o" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN ARCH PER ELEV 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) X W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON 1AILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL W/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 12" 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. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL MIN. 2x4 SPF #2 KNEE (2) 2x PLATE --�" WALL WITH STUDS @ (2) 2x TOP PLATE 16" O.C. W/ x4 SPF CONT. STRUCTURAL 3LOCKING ATTACH TO SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF BAILS WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS SHEATHING ON BOTH AT TOP AND SP1 CLIPS !x BUCKS, AT BASE ARE (3) 10d NAILS TYPICAL REQUIRED 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. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED (2) 2x PLATE --�" I (2) 2x TOP PLATE 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORC MIN. 2x4 SPF #2 KNEE SCAB IN EACH TRUSS ATTACHMENTS WALL WITH STUDS @ THIS CASE. (2) 2x #2 SYP SEE PLAN 16" O.C. W/ K_ FOR BEAM SIZE STRUCTURAL O.C. @ EACH SUCCESSIVE BUCK 4. SHEATHING ON BOTH (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS SIDES FROM TOP OF (3) 10d NAILS TYPICAL BUILDER FRAME WALL TO BOTTOM OF NEAREST ROOF RADIUS AS REQ'D BEAM. ATTACHED PER SPECS NAILING SCHEDULE 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 CHORC BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, SCAB IN EACH TRUSS ATTACHMENTS 2x PT BOTTOM --� THIS CASE. 3. IF NO WEB IS PRESENT SUPPLIED BY A/C BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" KNOCK OUT COURSE O.C. @ EACH SUCCESSIVE BUCK 4. COMPANY (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (3) 10d NAILS TYPICAL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) NEAREST ROOF ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S AT EACH TRUSS SPECS 2x4 'X' BRACE ACROSS EXT. SHEATHING LENGTH OF PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D � (1) SPH4 EVERY SHEARWALL ATTACHED PER D TO TOP CHORDS OF TRUSSES BELOW WHEN NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS / / DOUBLE TOP PLATE NAILS (2) BAYS PAST A/C BELOW AND CONNECT w/ HTS20 @ 32" O.C.FRAMED LOCATION. MIN (3) BA CR 2x4 BLOCKING LAP W/ (2) 16d NAILS 2x4 VERTICAL 24" @ BETWEEN TRUSSES TO EACH TRUSS. TYF TOENAI LED TO EACH SIDE DOUBLE TOP PLATE w/ O.C. MAX. w/ (4) 10d 10d NAILS @ 4" O.C. STANDARD TRUSS -- FLASHING TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN 3/4"=1'-0" 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 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 1/2" x 8" ANCHOR BOLT FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM OR TITEN HD @ 32" 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, END STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 2x PT BOTTOM --� THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x PRECAST LINTEL OR - BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" KNOCK OUT COURSE 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) NEAREST ROOF ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 1/2"=11-01, SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END O 2x STUDS @ 16" O.C. FOR KNEE WALL 1/2" x 8" ANCHOR BOLT �— OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE END I 2x PT BOTTOM --� PLATE PRECAST LINTEL OR - I KNOCK OUT COURSE KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED CHIMNEY CAP FLUE PER MANUF. SPECS W/ 2" MIN. F B LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE &FRAME M O ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE GALVANIZED FLASHING ' C CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING / ... PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D � (1) SPH4 EVERY ATTACHED PER D TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS / / DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C.FRAMED CR 2x4 VERTICAL 24" @ W/GALVANI EDICKET PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM + + H A CHORD & (3) 10d NAILS + A J F O 2x PLATES OVER ROOF DECK PER VALLEY / / K / TO TOP CHORD; NOTE FRAMING DETAIL / IF WALL HEIGHT IS (4) 16d COMMONS B<8> DOUBLE TOP PLATE B USE + * NAILED @EACH END G O 2x6 SYP #2 STUDS + SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) C O 16d COMMONS END RAFTER � / 2x4 BLOCKING W/ (2) + * + NAILED TO VERTICAL E ^ COMMON TRUSS PER PLAN OR CONV. FRAMING w/ �' / E 16d COMMONS END 2x4's STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL FINISH PER ARCHSFIN/% 2x4's + + G ROOF TRUSSES PER PLAN OR CURVED MIN, H2X6 TRUSS PER PLAN OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D �MoCHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH 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 & A� MASONRY WALL z O ' U W A 0'% I/ Uj M �> er�i� a STRUCTURAL •°••p••0••°�/��oe W °D SHEATHING :�4 LL 61. .. Y o • • �� `P . z TYP. TRUSS TO FRAME . $z aZ Q = `"'" Lj CONNECTION PER �� Og Z STD. CONNECTOR •) z ; : 0 � Q NOTES °• Gj nom/ FRAME OUT TO BLOCK 8 °O•° ®•°®� 0 �,� O EDGE 'ford/1/ffjilll► ®�® Cim LL (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN q FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) MIN. 2x4 SPF #2 KNEE c> C,a, !I� o WALL w/ STUDS @ 16" " 2 O.C. w/ STRUCTURAL �'e-- o SHEATHING FROM LC z 0 TOP OF WALL TO BOTTOM OF WALL. ` w ATTACHED PER Ci CS NAILING SCHEDULE OTHERWISE SP2 CLIPS ' AT TOP AND SP1 CLIPS,,�� AT BASE ARE REQ'D c q Q a � m a. KNEEWALL OVER MASONRY WALL 3/4"=1'-0" (J 5 Q W `� c C) W °fig Q z�� — PRE-ENG.TRUSS PER Q Z a PLAN, 24" O.C. MAX O ROOFING MATERIAL W U tri PER ARCHS 0 Q c LU SEE FRAMING PLAN 8 J �"' Z V FOR CONNECTION -io �_ W 0 INFO � H r i1 SEE ELEVATION F— TOP OF MASONRY W W_ SEE ARCH PLANS FOR _ r=1 OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID VID U_ U) i/i r' 11 � F00 WINDOW PER > J FLOOR PLAN Z V O 0o—� W PRECAST CONC. OR POWERS STEEL SILL W O7,1 TYP. @ ALL WINDOWS O 0 IM ocW EXT FINISH PER PLAN O V Z V Z 0J�.� W>. MAIN FLOOR O ELEV 0'-0" _� 7. CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION �I I STRUCTURAL ENG: CFG / BED PLAN FOR MORE INFO= i 1.— _ III III DRAFTING: J I= MASONRY WALL PER-STRUCT: LR PLAN QC CHECK: MRB SEE FOUNDATION JOB No. TM - 2153307 DETAILS FOR FTG INFO SCALE: AS INDICATED DATE: 10-26-16 SO TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LC. is strictly prohibited. 3/4"=1'-0" SD2 SIMPSON F.— DIAGONAL .—DIAGONAL TO BEAM PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL BELOW SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM - WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 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 IvIANU.'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 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" W O 0 2'-0" MAX. V-9" MAX. FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE 7'-0" < H :!E 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) FOR ADDITIONAL INFO AS REQ'D STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-8" SIMPSON A23 @ EACH A35 DIAGONAL TO DTC CLIP, (2) 8d NAILS FOR NAILING ;, •� vi' �: "" BRACE TO PLATE TRUSS BOT. CHORD DMMON TRUSS 2x4 #2 SYP P.T.INTO 3 1/4" HOLD NAILS INTO TOP PLATE 1/2" J -BOLTS w/ (2) 16d TOE NAILS — Q (3) 12d TOENAILS. F - W/(2)12d END NAILS BRACE TO LEDGER WASHERS (MIN. T' ``�` '� Z @ EACH END ECT TO DROP EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ W WITH H2.5 CLIP. 2x4 LEDGER W/ (2) 10d EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w '-0" C.) MAX. ATTACHMENT w/ (3) 10d LU O.H. z TOENAILS EA. END J o W 2 ip I J C12 Q 2x TOP PLATE TO L' U GABLE END W/ 16d I I d ❑ m O NAILS @ 6" O.C. FRAMING FOR FALSE L iL BEAM, IF REQ'D w/ (3) Z 24" O.C. HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ END #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS IvIANU.'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 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" W O 0 2'-0" MAX. V-9" MAX. FIELD FRAMED VALLEY DETAIL 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. 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- T-0" (1) 2x4 BRACE 7'-0" < H :!E 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING (2)16d NAILS PLT. TO STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-1/2" DOWN FOR OUTLOOKER TRUSS PER PLAN HEADER PER PLAN IF REQ'D. MIN (1) JACK & (1) KING STUD w/ SIMPS. LSTA18 HEADER TO STUDS TYP. BASE CONNECTION SHEATHING PER PLAN 3/4"=1'-0" WHERE O.H. IS > 1'-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 Z-0" O.H. \ \f SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 45° l� CONT. 2x4 -2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS C EA.DIAG. AS SHOWI` FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING A PROVIDE 2x4 BRACL FHING PER PLAN E O.H. IS > V-0" END GABLE w/ JOKERS @ 24" Z NAILS, TOENAILED @ PROVIDE 2x BLOCKING EACH END.AT 24" O.C. ROOF SHEATHING O RUN BACK TO PER PLAN. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS FOR NAILING ;, •� vi' �: "" ❑ J DMMON TRUSS 2x4 #2 SYP P.T.INTO NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS — Q (3) 12d TOENAILS. F - W/(2)12d END NAILS BRACE TO LEDGER ``�` '� Z @ EACH END ECT TO DROP TRUSS PER PLAN W WITH H2.5 CLIP. 2x4 LEDGER W/ (2) 10d '-0" C.) O.H. o W C12 I) 2x4 Z 24" O.C. END FHING FASTEN GABLE END TO EA, ADJ. DIAG. PER PLAN SHEATHING A SHEATHING FASTEN FASTEN TO DIAG.w/(2) P� L1 J PER PLAN. 16d NAILS. SPLICE AS REQ'D 4 — SIMPSON H10A DIAG. TO BLOCKING ` * °�i�r °°®sae•®e. S�''�'� Uj� ••• r • �[iCh 00 r C:)V as J z TRUSS PER PLAN EXTERIOR SHEATHING. Q ATTACH PER PLAN FROM TOP OF WALL LU TO BOTTOM w U) 2x8 #2 SPF STUDS AT - 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 °° IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DETAILMU STD CONDITION @ CMU VAULTED CONDITION @ CMU WALL SPLICE DETAIL 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. TRUSS PER PLAN -' 1PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \T E 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. WALL SHEATHING PER �-- LAY 2x4 BLOCKING PLAN LINTEL PER PLAN - OVER THE TOP OF THEBOTTOM CHORD. 2x WALL, SEE PLAN .F ATTACH W/ (2) 10d — NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE BRACING @ 48" 2x4 BLOCKING (2) 12d NAILS, TOENAILED @ PROVIDE 2x BLOCKING EACH END.AT 24" O.C. ROOF SHEATHING O.C. MAX. 45° FROM PER PLAN. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS FOR NAILING ;, •� vi' �: "" ❑ J BLOCKING, (4) 8d 2x4 #2 SYP P.T.INTO NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS — Q BRACE NOT REQUIRED°®°°•••°•°�° W/(2)12d END NAILS BRACE TO LEDGER ``�` '� Z @ EACH END 6' FROM EAVES. TRUSS PER PLAN W DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB TRUSS PER PLAN EXTERIOR SHEATHING. Q ATTACH PER PLAN FROM TOP OF WALL LU TO BOTTOM w U) 2x8 #2 SPF STUDS AT - 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 °° IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DETAILMU STD CONDITION @ CMU VAULTED CONDITION @ CMU WALL SPLICE DETAIL 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. TRUSS PER PLAN -' 1PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \T E 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. WALL SHEATHING PER �-- LAY 2x4 BLOCKING PLAN LINTEL PER PLAN - OVER THE TOP OF THEBOTTOM CHORD. 2x WALL, SEE PLAN .F ATTACH W/ (2) 10d — NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE BRACING @ 48" PROVIDE 2x BLOCKING d ®' Q O.C. MAX. 45° FROM FOR NAILING ;, •� vi' �: "" ❑ J HORIZONTAL (+/- 10°) ••• ° �� . W Q BRACE NOT REQUIRED°®°°•••°•°�° ``�` '� Z ❑ 6' FROM EAVES. TRUSS PER PLAN W ��twtaeofet►��o O bw SEE PLAN FOR m LL SUPPORTAND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS 0 @ 48 O.C. FOR FIRST 3 SEE GABLE BAYS WALL PER PLAN CONNECTION DETAILAO%L' r M (FRAME WALL SHOWN; FOR REQ'D c s,. N CONNECTIONS MAY ALSO BE v � o MASONRY) *** NOT IRE BRACING*** °' Z NOTE: GABLES SPANNING LESS THAN 8 DO O REQUIRE q 0 0 a z� � m w I GABLE END @ FLAT CEILING w/ BOSTON HIP �- (2) 2x TOP PLATE U) 5 J SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. It OUTLOOKER OR CONV. FRAME OR W HEADER PER PLAN; SHEATHING V6,LLEY TRUSSES PER o C) SEE HEADER CANTILEVER PLAN 06 SCHEDULE &NOTES W 0 FOR ADDT'L INFO. Z SIMPSON LSTA12 OR J SP4 CONNECTORS @ 24"o.c. IF HEADER WITH GABLE TRUSS J .. UPLIFT SPAN 4'-6" OR < Z MORE. EXT. H A IN 16�/ 0 ATTACH PER NAILING 5 I..L U �? N F 2x DOWNFRAME TO SCHED. W Q DOOR AS REQ'D (2) 16d NAILS TO EA. W ~ Z Z COMMON TRUSS .xt LIJ 0 SIMPSON META16 @ �n w (D 32" O.C. GABLE TRUSS MAIN SPAN ROOF LU 1/2" THREADED ROD TO MASONRY. AT = EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR 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 GEO GABLE END AT VALLEY FRAMING U o ��j 3/4"=11_011 HEADER STUDS PER y 0000 HEADER SCHEDULE U.N.O. ON PLANS ZJ0 V OQ O o -� ra V)LU d. ATTACH JAMB STUDS Y PER WF08/SD4W Q R o=Z UJ V M LU >_zp _ P.T BASE PLATE O H �-- TYPICAL HEADER DETAIL NOT USED 1/2"=1'-0" I � 3/4"=1'-0" I % 1/2"=1'-0" 1\� ATES, LLC. is strictly prohibited, JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 SD3 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 'Vol,2x4 BEYOND AGAINST - M�N 2x8 STUDS ATTACH 2x STUDS TO - TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO 71— — _T1_ PLATE 2x4 #2 SPF CONDITIONS TOP PLATE W/ (4) 16d OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. NAILS ((2) ON EA. SIDE) (SOLID BLOCK W/ 2x6) DETAIL 2x8 STUDS PER TYP. AT ALL EXTERIOR U) Q X o III FRAMING PLAN CONDITIONS 2x BLOCKING W/ (2) (2) 2x TOP PLATE o_ 0 x x I I I II I 12d NAILS @ EACH END SDS SCREWS @ 16"' JU_ 00 o �m _131=JL TOP SPLICE BOTTOM SPLICE OVER TO MASONRY w/ 2x4 PT NAILING PER N� STUD TOP TOP & BOT., 2x8 TO 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER PRE-ENGINEERED 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE DOUBLE 2x8 TOP — FLOOR SYSTEM PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL U_ - DOUBLE 2x4 TOP 71— — _T1_ PLATE 2x4 #2 SPF - PROVIDE 2x4 ON TOP ( 5 OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 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) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/ 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON — Q 2 1/2" z o w W 1 1/2" w N N N 10d x 3" COMMC �— OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER O SIDE z U NAIL BOTTOM PLATE z I TO CORNER STUD00 Q PACK w/ (4) 10d NAILS U 0 10d x 3" COMMC OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 6F4liTYPICAL BUILT-UP STUD COLUMN DETAIL % 3/4"=11-0" 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND 7 2 INSTALLED VERTICALLY. O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE �_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING I� w O (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING II I I I I I I I I o 7- Z) = O NAILS T TOP USING (2) ROWS OF 8d COMMON O� S9A TO OV 9A TO CL z w 2� F)y qe ROOF SHEATHING, 2 F qB II I I — II — II — II G_ _ z0 = NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" NGTyo��SS FASTEN PER PLAN F�yG,ryO �S III �I— JI— — — � U_ CD COMMON NAILS @ 3" O.C. — — — Oy �O S III III I I I I I WALL SHEATHING 0 = O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL " y SPLICE, SEE SPLICE A III III I I I I I EDGES 6" O.C. U.N.O. ON PLANS DETAIL. MAX 1/8 1/2" 2x4 FRAMING @ 24" III OPENING III I I II II SPACE BETWEEN w L O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 4 wDOUBLE NAIL EDGE SPACING2x SCAB w/ 1 O NAILS O.C. MAX. III III II PANELS = COMMON NAILS @ 3" O.C. „ III 3 II I II II _j U ® PLYWOOD SPLICES HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4 O.C. NAILS AT JOINT x3 @ PER -ENG TRUSSES NAILS AT JOINT III TYP. III II II II p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB O.C.10d NAILS III AROUND III II I I II 2x STUDS BEYOND, SHEATHING SPLICE, STUD PER PLAN @ 4" U_ O TOP &BOTTOM III OPENING III II II II SEE PLAN FOR MORE of w O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION - L� PER -ENG TRUSSES C 0 0 EDGE DISTANCE PER VVIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO i- Z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIIT 71— — _T1_ III I I I I I 2x4 #2 SPF w ( 5 III SEE TRUSS PLAN FOR II I II II II TO STUDS OR BEAM w/ DOUBLE TOP PLATE (4) 10d NAILS FOR CMU WALL PER PLAN I I I II I (2) 8d TOE NAILS TO TRUSS CONNECTION U) Q X o III II I II II II 2x BLOCKING W/ (2) (2) 2x TOP PLATE o_ 0 x x I I I II I 12d NAILS @ EACH END SDS SCREWS @ 16"' JU_ 00 o �m _131=JL —ILI����—�=�1� --- --------- TO MASONRY w/ 2x4 PT NAILING PER N� PRE-ENGINEERED TOP TOP & BOT., 2x8 TO 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER PRE-ENGINEERED 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE — — FLOOR SYSTEM _ O C. U_ SHEATHING PER CUT TO FIT 2x BOTTOM PLATE CORNER CONDITIONS ¢ SEE ELEV. FOR A NAILING SCHEDULE & OPENING SIZE 1 BEYOND SEE PLAN STRAP AROUND w LINTEL w/ (2)ROWS OF O.H. SIZE SHEATHING DIAGRAM O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL F1 EXTERIOR SHEATHING SCHEDULE CONDITION @ FRAME WALL CONNECTION 3/4"=1'-0" 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ BLOCKING — GYPSUM WALLBOARD 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO STUDS OR BEAM w/ DOUBLE TOP PLATE (4) 10d NAILS FOR CMU WALL PER PLAN MORE INFO & w/ (2) 16d END NAILS (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE LEDGER PER PLAN x x TO LEDGER 12d NAILS @ EACH END SDS SCREWS @ 16"' :+ xx XX- 2x4 PT LEDGER W/ I'L - -- 2x12 BOX HDR w/ 2x8's TO MASONRY w/ 2x4 PT NAILING PER SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED TOP TOP & BOT., 2x8 TO 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER PRE-ENGINEERED 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE @ 24" O.C. w/ EXT. 2x4 #2 SPF _ O C. PLAN SHEATHING PER BLOCKING @ 24" O.C. 2x4 BLOCKING PLACED CORNER CONDITIONS ¢ SEE ELEV. FOR A NAILING SCHEDULE & SEE ELEV. FOR FLATWISE (2) 16d STRAP AROUND w LINTEL w/ (2)ROWS OF O.H. SIZE EACH END O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, @ 24" O.C. w/ EXT. 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO STUDS OR BEAM w/ DOUBLE TOP PLATE (4) 10d NAILS FOR MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONY. FRAMED SDS SCREWS @ 16'" CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ATTACHMENT BY x x @ EACH STUD 12d NAILS @ EACH END SDS SCREWS @ 16"' :+ xx XX- O.C. MAX.; I'L - -- 2x12 BOX HDR w/ 2x8's TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED TOP TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL O.C. PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS ¢ WALL TO PRECAST A 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 CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ X 2x BRG WALL, SEE STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL xx PLAN FOR STUD SIZE & TRANSOM BETWEEN TOENAILS INTO Ol"HER TRANSOM BETWEEN SEE WALL CLIP DETAIL � s_ SPACING. MIN 2 2x () SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN �, i SLOPE AS REQ'D - LINTEL PER PLAN — SLOPE AS REQ'D LINTEL PER PLAN U.N.O. i i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEEPRE-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 @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD - EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR _._ ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER F1 SECTION @DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=1'-0" 3/4"=1'-0" 1/2"=V-0" 1/2"=V-0" 111_j BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN ---- PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE SEE FOUNDATION C .9 PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TQ STUDS w/ (2) 1/4" X 41/2" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'W' SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. ]SEE PLAN SIMPSON H3 CLIP @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER PLAN 2x4 SYP #2 LEDGER. NAILING SCHEDULE & TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/2" SIMPS.-7 CONY. FRAMED SDS SCREWS @ 16'" MEMBERS ONLY O.C. MAX.; EACH VERTICAL TO GABLE END STUDS ATTACHMENT BY w/ (2) 1/4" X 3'/2' SIMPS. 4'-0" MAX. SDS SCREWS @ 16"' FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (S7DO1 TYPICAL SHED ROOF DETAIL LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I -- 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER 1/2"=1'-0" 3/4"=1'-0" I � % 1/2"=1'-0" I 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. 10dx3" 10d x 3" OPP. SIDE WCE PER Z 0 U � 0 a � W N aY -a `eo�®attou►re���� u' M w Q';Z - ROOF SHEATHING, = CTC Cj FASTEN PER PLAN: d ¢ O ,o z v. •. Q %0 °° �� r®°• 0_ / ® 0 iaittta�e®` W. - 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS U 0 MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY,, 1�`✓ M USE (2) 1/4" TAPCONS y w/ MIN. 2" EMBED. @ # o 24" O.C. z I o Cz ::.. - TRUSS PER PLAN o O - WOOD/MASONRY c ai WALL OR TRUSS, SEE��. PLAN (TRUSS SHOWN) 0 r�■■ Q 1-1/2"=1'-0" x Q W W D 06 S w Z J - 2x8 TO UNDER SIDE OF O a ROOF SHEATHING PQn/ U � W WW Q W Z - 2x8 #2 SPF VERTICAL •q J Z � O @ 24" O.C. w/ EXT. W 2 SHEATHING PER p �i'� NAILING SCHEDULE & o W V (4) 12d NAILS EACH W TRUSS MEMBER (TOP = AND BOTTOM CHORDS ALONG W/ WEBBING) s 2x8 w/ (2) 10d NAILS @ EACH VERTICAL U 1/2"=11-0" (� � aoo Z V 00 J W0 W 0 1 H 0 0=Z U Z LLJ aa= 0 IZ STRUCTURAL ENG. CFG / BED DRAFTING: STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN 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 Ak BEARING Y SEE PLAN 4+ LINTEL AS PER PLAN Q LINTEL AS PER PLAN WD. HD. HT. a SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR NO MOISTURE FRAMING PLAN FOR CONNECTIONS BARRIER (FELT PAPER Y" R LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR CONNECTIONS REQ'D # OF STUDS .r R R Y Y R " R Y SIMPSON MSTAM36 DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE (1) SIMPSON LSTA30 STRAP W/ 11 10d TO PRE-ENGINEERED ROOFTRUSS-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 USE SIMPSON FOR FLOOR Y TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x 2x BOTTOM PLATE 1 % ?i b•. di9 u.i �-•d MSTCM60 STRAP W/ 1/2" DIA. THREADED " CRIPPLES @ 16" O.C. AT EA. END NAILED TO SIMPSON SP4 w/ (6) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) STRAPS CENTERED @ F�Z� syFFr x1-1/2" @ 24" O.C. (USE Q BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS HEADER CONNECTION (a7 2nd FLOOR SP6 @ 2x6 STUDS & " FLOOR w/ (14) 10d INFO. FOR TRUSSES 20" TO SP8 @ 2x8 STUDS) STRAP (MAX 10° r ANGLE) W/ (22) 10d (7) 10d NAILS & (4) 1/4" 2 -STORY WALL 26" DEEP `• NAILS. BEND STRAP s (2) 2x SPF TOP PLATE NAILS. BEND STRAP ` PRE -ENG. FLOOR (IF TITENS ARE NOT IN U.N.O. ON PLAN R SLOPE 3", THEN RUN DOWN /~/- SYSTEM - IF NO FLOOR S LINTEL COURSE OR \ _/ HEADER - SEE 2ND FACE OF JAMB STUDS/ `� ; HEADER SYSTEM INSTALL INTO FILLED CELL USE HEADER CLIP ATEA. END FOR EXTERIOR SHEATHING NAILS HEADER SIZE & REQ'D KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) FROM TOP OF WALL \ JAMB STUDS DPACK _ FOR FTG. SOLID BLOCKING U.N.O. ," ;; \ FLOOR TRUSS PER UNDER COLUMN FLUSH W/ FACE OF PLAN ABOVE PROVIDE SOLID MASONRY ATTACHED BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR TRUSS ATTACH 2x STUDS W/ MASONRY WALL SEE NOTE: ALL FLOOR j PLAN FOR MORE INFO TRUSSES TO BE P.T. IF (2) 16d NAILS @ 6" O.C. 1/8" GAP BETWEEN NO MOISTURESO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER SHEATHING AND THAN 6' MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE OR SIM) IS PROVIDED MASONRY WALL PER 3/4"=1'-0" '••✓ REFER TO PLAN FOR 2x 2ND FLOOR STUDS SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E (IF TITENS ARE NOT IN LINTEL COURSE OR BUILT-UP COLUMN SEE PLAN FOR MORE i INFO. SIMPSON LSTA30 w/ � BEARING WALL PER 44 1r� f A A \ PLAN BEYOND SEE FLOOR FRAMING 2x TOP & BOT. COLUMNS PLAN FOR FLOOR 0 al. � MID -HEIGHT BLOCKING SYSTEM INFO. 1/4" X 1 3/4" TITENS \ PER BEARING WALL (11) 10d TO STUDS ABOVE PLATE U.N.O. o U (1) SIMPSON LSTA30 STRAP W/ 11 10d TO PRE-ENGINEERED ROOFTRUSS-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 TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR FOR FLOOR SOLID SHEATHING @ TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x 2x BOTTOM PLATE 1 % ?i b•. di9 u.i �-•d HEADER 1/2" DIA. THREADED 3/4" FLOOR SHEATHING CRIPPLES @ 16" O.C. AT EA. END NAILED TO SIMPSON SP4 w/ (6) 10d (2) 16d NAILS @ 6" O.C. ATTACHED PER STRAPS CENTERED @ F�Z� syFFr x1-1/2" @ 24" O.C. (USE Q NAILING SCHEDULE SIMPSON LSTA30 HEADER CONNECTION (a7 2nd FLOOR SP6 @ 2x6 STUDS & SIMPSON LSTA30 FLOOR w/ (14) 10d STRAP (MAX 10° SEE ARCH DWGS FOR SP8 @ 2x8 STUDS) STRAP (MAX 10° STUDS @ O.C. ANGLE) W/ (22) 10d (7) 10d NAILS & (4) 1/4" 2 -STORY WALL ANGLE) W/ (22) 10d `• NAILS. BEND STRAP R (2) 2x SPF TOP PLATE NAILS. BEND STRAP ` OVER TOP PLATE MIN. _ ": U.N.O. ON PLAN OVER TOP PLATE MIN. SLOPE 3", THEN RUN DOWN /~/- 3", THEN RUN DOWN INFO. FACE OF JAMB STUDS/ _/ HEADER - SEE 2ND FACE OF JAMB STUDS/ `� ; HEADER �� ' FLOOR PLAN FOR MIN. HEADER CLIP ATEA. END FOR EXTERIOR SHEATHING NAILS HEADER SIZE & REQ'D FROM TOP OF WALL � JAMB STUDS DPACK _ FOR FTG. EXT. SHEATHING c - - ," EXTERIOR SHEATHING ( ) W I— FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FRAMING PLAN FOR PER PLAN STUDS ABOVE PLATE FROM TOP OF WALL U.N.O. �� IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS STUDS @ 16" O.C. / LESS THAN 4FT:(1) 2x TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d (2) SIMPSON LSTA18 STRAPS CENTERED C FLOOR W/ (14) 10d NAILS SCHEDULE TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR FOR FLOOR �♦ �t 3� TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS 1 % ?i b•. di9 u.i �-•d ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 CRIPPLES @ 16" O.C. AT EA. END NAILED TO O• Z = • ® "* (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ w/ (2) 10d TOENAILS STUD PACK w/ 10d Q THAN 6' HEADER CONNECTION (a7 2nd FLOOR T&B (PLYWOOD COL; SEE BRG WALL/ FLOOR w/ (14) 10d H SEE ARCH DWGS FOR w SHEATHING REQ'D STUDS @ O.C. 4 (7) 10d NAILS & (4) 1/4" 2 -STORY WALL NAILS `• + ", ;' ` (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 SLOPE `l- DECKING ATTACHED STRAPS CENTERED @ INFO. FLOOR TRUSS TO SIMPS. MSTCM60 `� ; FLOOR W/ (14) 10d REFER TO MASONRY WALL" CLIP ATEA. END FOR NAILS FOUNDATION PLAN DPACK _ FOR FTG. EXT. SHEATHING ," ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD. PER NAILING THAN 4' BUT LESS ATTACH 2x STUDS W/ SCHEDULE; PROVIDE j (2) 16d NAILS @ 6" O.C. 1/8" GAP BETWEEN SHEATHING AND THAN 6' MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR '••✓ PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLASATYPICAL TWO STORY COL. @ GIRDER A_S_0)�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. ATTACH TO FLOOR CALIFORNIA CORNER A -A 3/4"=1'-0" TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR FOR FLOOR �♦ �t 3� TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS 1 % ?i b•. di9 u.i �-•d OPENINGS GREATER co 0 - CRIPPLES @ 16" O.C. AT EA. END NAILED TO O• Z = • ® "* THAN 4' BUT LESS U J z • w/ (2) 10d TOENAILS STUD PACK w/ 10d Q THAN 6' HEADER CONNECTION (a7 2nd FLOOR T&B (PLYWOOD NAILS8" O.C. THEN @ SIMPS. MSTAM36 w/ SEE ARCH DWGS FOR w SHEATHING REQ'D STUDS @ O.C. TOPPING INFO (7) 10d NAILS & (4) 1/4" R T&B ATTACH SILL w/ (2) 10d Ful \�s Fr 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 IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D W Q 0 ♦��II11111111/��' °®i�� x 2 1/4" TITENS; IF FOR FLOOR �♦ �t 3� W M 1 % ?i b•. di9 u.i �-•d °D co 0 ON FLOOR FRAMING. INDICATED BASE STRAP O z Ci O O• Z = • ® "* 0 U J z • Cl) ��� W Q PLAN FOR MORE INFO HEADER CONNECTION (a7 2nd FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED " I/,— --- (4) 2x STUDS SEE FRAMING PLAN x 2 1/4" TITENS; IF FOR FLOOR " FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SEPARATE SHEATHING TOE NAILS AT EA. END CMU WALL BELOW PER DETAIL INCDICATED NO MOISTURE TYPICAL TWO STORY SECTIONS1 ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING T&B) REQ'D ON EITHER SIDE OF WALL. IF WF02/ / ♦ >' O s1® i®® X SIM. END CONDITION SD6 IS INDICATED, BASE STRAPS ARE REQ'D FLOOR TRUSSES ARE °I. CONCRETE SLAB "" PLAN FOR MORE INFO HEADER CONNECTION (a7 2nd FLOOR UNDER WINDOW OF SILL (MAX OPEN"G®111111111 --- SEE ARCH DWGS FOR w TOPPING INFO m ILL (3) 2x STUDS 20"- 26" DEEP, USE ", LU WIDTH 4'-0"). USE A35 SLOPE `l- DECKING ATTACHED PER NAILING SIMPS. MSTCM60 CLIP ATEA. END FOR STRAP w/(20) 16d ," OPENINGS GREATER SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD. THAN 4' BUT LESS j THAN 6' '••✓ O (IF TITENS ARE NOT IN LINTEL COURSE OR \ "" "" i / SIMPSON LSTA30 w/ � 44 1r� f INTO FILLED CELL USE \ = 2x TOP & BOT. 0 al. � 1/4" X 1 3/4" TITENS \ RIBBONS, CONT. (11) 10d TO STUDS ABOVE PLATE U.N.O. o U ,.,1 s =j. C� ' j Q NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED " I/,— --- (4) 2x STUDS SEE FRAMING PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING - SHEATHING PER 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 - 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 NG FOR AGAINST SYP 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ TRUSS /� SHEATTHNIG/DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d 2 ) BOTTOM PLATE W/ 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN TRUSS OR FIELD p 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @BRG DIRECTLY ON BRG DIRECTLY ON CONIC. SLAB - TRUSSES @ 24" O.C- EACH END SEE CMU SEE FOUNDATION CMU (MAX) CONNECTOR EL SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE i (1) ROWS 8d NAILS @ IN GARAGE f SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER —`- 3" O.C. WALLMASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN I. MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING &CMU 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 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR IOR SIM) IS PROVIDED FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION TRUSS PER PLAN CMU WALL BELOW PER DETAIL INCDICATED NO MOISTURE TYPICAL TWO STORY SECTIONS1 ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiSlkFLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SIM. END CONDITION SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE °I. CONCRETE SLAB ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO HEADER CONNECTION (a7 2nd FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING - SHEATHING PER 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 - 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 NG FOR AGAINST SYP 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ TRUSS /� SHEATTHNIG/DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d 2 ) BOTTOM PLATE W/ 12d @ 12" O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN TRUSS OR FIELD p 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @BRG DIRECTLY ON BRG DIRECTLY ON CONIC. SLAB - TRUSSES @ 24" O.C- EACH END SEE CMU SEE FOUNDATION CMU (MAX) CONNECTOR EL SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE i (1) ROWS 8d NAILS @ IN GARAGE f SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER —`- 3" O.C. WALLMASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN I. MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SHEATHING &CMU 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 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS 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 PLAN FOR FLOOR TRUSS DIRECTION SEE W010/SD5 OR WS11/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" I � % 3/4"=1'-0" NOTE: ALL FLOOR OR SIM) IS PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TALL) (60/15/5 MIN. NO MOISTURE TYPICAL TWO STORY SECTIONS1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiSlkFLOOR 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 PLAN FOR FLOOR TRUSS DIRECTION SEE W010/SD5 OR WS11/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" I � % 3/4"=1'-0" NOTE: ALL FLOOR SCHEDULE - — SLOPED BALCONY TRUSSES TO BE P.T. IF FLOOR TRUSS (12" TALL) (60/15/5 MIN. NO MOISTURE LOADING) W/ LUS26 OR -- HANDRAIL BY OTHERS BARRIER (FELT PAPER SEE WS11/SD5 FOR PROVIDE ADEQUATE - SIM. END CONDITION OR SIM) IS PROVIDED °I. CONCRETE SLAB LINTEL PER PLAN z Q --- SEE ARCH DWGS FOR w TOPPING INFO a LU 3/4" PLYWOOD FLOOR SLOPE `l- DECKING ATTACHED PER NAILING NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 I =" Z SEE FRAMING PLAN P-4- " 0 0 0 FOR FLOOR w CONNECTION 121 U FLOOR GRIDER OR BEAM o Q Q a Q HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" a coli 0 o — U) o 06 !` W zo �ffi J Za ., � � o O Q W z -� � C� o F 2 F N W _ W w s V � U_ � Q oo J � ZO O —i W W O 1 O I— 0 �Wm � LL 0 ( W AZO o 0� CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 3/4"=1'-0"D D 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 SCHEDULE - — SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR �. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE - SIM. END CONDITION WATERPROOFING. NO °I. CONCRETE SLAB LINTEL PER PLAN PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 I =" Z SEE FRAMING PLAN P-4- " 0 0 0 FOR FLOOR w CONNECTION 121 U FLOOR GRIDER OR BEAM o Q Q a Q HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" a coli 0 o — U) o 06 !` W zo �ffi J Za ., � � o O Q W z -� � C� o F 2 F N W _ W w s V � U_ � Q oo J � ZO O —i W W O 1 O I— 0 �Wm � LL 0 ( W AZO o 0� CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 3/4"=1'-0"D D 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 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS (2) 2x4 #2 SYP 92w 2x8 #2 SYP P.T. SILL TOENAILS EACH END CONNECTED w/ MTS12 HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER 2x BASE PLATE W/ (2) OR LSTA18 WINDOW JAMBS USE EA. STUD TO WALI (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE - 12d NAILS @ 12" O.C. TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG ATTACHED PER 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALLA FRAME WALL 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP BLOCKING / SIMPSON PLAN 2x8 #2 SYP P.T. SII (2) 2x4 #2 SYP 92w 2x8 #2 SYP P.T. SILL BLOCKING w/ SIMPSON HUC24-2 EACH END,, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER'7 WINDOW JAMBS ONLY = WINDOW JAMBS USE EA. STUD TO WALI (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE - LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSS (2) 2x SYP #2 COLON ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 2x BRG WALL W/ 2x8 #2 SYP P.T. SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE J -BOLT W/ MIN. 7" USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALLA FRAME WALL FLOOR TRUSS PER MORE INFO IF PLAN 2x8 #2 SYP P.T. SII - 2x6 #2 SYP CONT. PLATE w/ 1/2" EPO 1 1 ANCHOR BOLT 01 SIMPSON LUS26. USE J -BOLT W/ MIN. 7" = SDS WOOD SCREWS @ EMBED. @ 32" O.0 SEE PLAN FROM EA.END TRUSS SEE ARCHS FOR - FROM EA END - USE (3) FURRING AND �]RAWINGS� �� INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER PLAN PLAN 1 /2"=1'-0" WALL SPLICE DETAILS EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PEP PLAN T �--" NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ _ - - 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY F RUSS. VERIFY W/ TRUSS RUSS SHOP Z PLAN (DRAWINGS— � 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) 1-1/2"=V-0" LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING 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 PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS TO BOTTOM OF SILL @ 3" O.C. J -BOLT W/ MIN. 7" PLATE ATTACH PER _ .� NAILING SCHEDULE OVERLAP BOTTOM END ROOF SHEATHING — EA. & 6" FROM EACH END ATTACH PER NAILING (SIMPSON H2.5 TRUSS I SCHEDULE REQ'D FROM STUDS TO PRE-ENGINEERED — SEE LD02/SD4 FOR TRUSS PER PLAN MORE INFO IF DIAGONAL AS SHOWN. TRUSSES ARE - 2x6 #2 SYP CONT. PARALLEL TO WALL 1 1 LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO = SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16" O.C. MAX. & 3" TRUSS (TRUSS. TRUSS SHOP - FROM EA END - USE (3) 1 �]RAWINGS� �� SCREWS FOR 24" O.C� 2x$ SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. OP'T. TRUSS RECESS LEDGER MAX. (416d NIS) 6" O.C. ..SE 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 TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" 2x8 #2 SYP SILL PLATE EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS fiFl))ISECTION @ OPEN TO ABOVE 1-1/2"=V-0" '-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE ---- MASONRY WALL PER PLAN FOR MORE INFO PLAN & 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 �rSEE PLAN FOR TRUSS DIRECTION �&MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT IF SHEATHING IS NOT CONNECT TO DOL CONTINUOUS TO BASE TOP PLATE W/ 16c PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFf BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. PER ELEV. 12 .: J "V-4 LLI Q Z o W O m LL PER PLAN 2x4 CONT. W/ (2) 12d O.C. w/ EXT. SHEATHING NAILS TO EACH STUD FROM TOP OF WALL TO 2x8 #2 SYP SILL PLATE BOTTOM OF TRUSS/ W/ Y2" EPDXY ANCHOR GIRDER SEE PLAN FOR OR J -BOLT @ 32" O.C. WINDOW ATTACHMENT W/ MIN. 7" EMBEDMENT INFO. IF WALL & 6" FROM EACH END SHEATHING ISN'T CONT. (2) 2x TOP PLATE — (2) 2x HEADER SEE ---- MASONRY WALL PER PLAN FOR MORE INFO PLAN & 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 �rSEE PLAN FOR TRUSS DIRECTION �&MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT IF SHEATHING IS NOT CONNECT TO DOL CONTINUOUS TO BASE TOP PLATE W/ 16c PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFf BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. PER ELEV. W .: J "V-4 LLI Q Z o W O m LL 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO Q BOTTOM OF TRUSS/ C6 GIRDER SEE PLAN FOR �. Z _ C 0 o WINDOW ATTACHMENT BLOCK ADJACENT INFO. IF WALL 1 SHEATHING ISN'T CONT. 0 LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF DIAGONAL AS SHOWN. TRUSSES ARE FOR MORE INFO PARALLEL TO WALL 1 1 ROOF SHEATHING ATTACHED PER s NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO lfiF1 TYPICAL CONNECTION @GIRDER OR BEAM CUCATLJIAI('r'nAIT Tn I/-+ A 0- uc 0IIVIr'0%JN SDS SCREW @ 16" O.C. 1"=1'-0" 2x4 BLOCKS, (2) 16d W .: J "V-4 LLI Q Z o W O m LL l O ca NAILS @ EACH END. Q o r C6 �. Z _ C 0 o BLOCK ADJACENT x7 1 0 SEE FLOOR PLAN BAYS @ EACH DIAGONAL AS SHOWN. FOR MORE INFO J 1 1 r FASTEN ROOF s W 1 1 1 SHEATHING TO 1 BLOCKS W/ 8d NAILS @ 1 6" O.C. 1 1 (5) 16d NAILS BRACE z 1 1 TO BLOCKING 0 1 e 1 I 2x STUDS SEE PLAN PROVIDE 2x4 BRACE TO EACH ADJACENT STUDS ABOVE ARE DIAGONAL, FASTEN I I TO DIAGONAL W/ (2) U) 1 16d NAILS `o LU 1 1 BELOW 1 1 1 1 1 TRUSSES PER PLAN 1 1 1 1 I WALL BRACING @ 48" B 1 1 O.C. MAX. 45° FROM 1 HORIZONTAL (+/- 10°) A 1 1 1 BRACE NOT REQUIRED W 1 6' FROM EAVES. � 1 1 I 1 2x SPF BASE 1 `va�r►usareee�oUj rn yr °000°90000 L 00 Poo d J C (2) 2x SPF TOP — ° Z =C%J 0 U PLATES U.N.O. d 1P .: J "V-4 LLI Q Z o W O m LL l O ca (2) 2x HEADER o r C6 �. Z _ C 0 o Ca C x7 1 0 SEE FLOOR PLAN A. FOR MORE INFO J 1 1 r C) "po s W 1 1 1 1 1 1 1 1 1 1 1 1 1 I 2x STUDS SEE PLAN STUDS ABOVE ARE 1 I I TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 I B 1 1 1 1 1 1 1 1 1 1 1 1 I 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED E p 1 I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. I 1 1 1 1 1 1 1 1 I (2) 2x HEADER 1 1 I 1 SEE FLOOR PLAN 1 I I 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN 1B STUDS ABOVE ARE TO ; iALIGN W/ STUDS BELOW 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO I 1 1 1 A 1 1 1 :. d 1P .: J "V-4 LLI Q Z o W O m LL l O ca o r C6 �. Z _ C 0 o Ca C x7 0 A. Q J z W r C) "po s W z���0000. 1 SEE FOUND. PLAN FOR FTG. REQ. I I I J Z O 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER I— N MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER = IF PORTIONS OF THIS WALL U) OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. 45 KINGS # OF STUDS TO MATCH a 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 UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. C) o A r nit 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 Q QO y ZV0 0 J W �WY p � �Ho p=z U I V LU Z Q a = 0 ~ ~ r) STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 SD6 MIN. (3) 2x SYI STUDS REQ'D OF LANDING 16d NAILS FRC LEDGER TO S' PACK STANDARD (3; STRINGERS 1/\ SIMPSON A35 CLIP TO FLOO SYSTEM & LAP 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. 4'-0" MAX STAIR WINDER DETAIL WIDTH OF LANDING (2) 2x BEAM PER SCHEDULE 2xJOIST (P.T. IF ATTACHING TO REQ'D @ END 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 3/4" PLYWOOD OR OSB/ PACK SEE PLAN FOR DEPTH 16" O.C. STANDARD (3, SYP #2 STRINI 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 L 2x JOISTS PER �- 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 VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 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 A35 @ EA. STRINGER TO LANDING SEE AR S. FOR MAX. RISE F STEPS AND MI . TREAD DEPTH MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4)4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" = 1'-0" SIMPSON A35 CONNECTIONS MASONRY WALL OR - FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (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 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN 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" LANDING FOR STRINGERS ONE @ MID -SPAN 2x6 6'-0" TO CONNECT TO. BEAM 2x6 4'-0" TO STUDS W/ (2) 16d TO BEAR DIRECTLY ON (3) 2x12 2x8 8'-0" BUILT UP COLUMN A35 CONNECTION 2x6 (1) 2x12 (1) 2x8 BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4)4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" = 1'-0" SIMPSON A35 CONNECTIONS MASONRY WALL OR - FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (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 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING p U (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" TO STUDS W/ (2) 16d --- IN TRUSS (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 (1) 2x12 (1) 2x8 2x6 4'-0" TOE NAILS (3) 2x12 2x8 8-4- '-0"10'-0" 101-01, (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" TOENAILS BOTTOM (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'_0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" ROWS OF 10d NAILS @ NOTCH SILL AND (3) 2x12 2x8 9'-0" 2x12 2x8 7'_0" 81-01,(2) (1) 2x12 (1) 2x8 2x6 5'-0" STIFFENER TO BE PLYWOOD FLOORING (3) 2x122x12 24 O.C. EVERY OTHER 9'-p" (2) 2x12 2x8 7'_0" 7'_0" (1) 2x12 (1) 2x8 2x6 5'-0" NOTCHED 2x6 ( @ 6'-0" (2) 2x12 2x8 STUD TO BE (1)2x12 (1) 2x8 2x6 5'-0" 5-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" ATTACHED TO I -JOIST NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING. W/IN HANDRAIL KNEEWALL FLOOR MAX 6'-0" PARTY WALL OR — ELEVATOR WALL SEE PLAN 2X6 #2 SPF CONT. — LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM ST04� ELEVATOR TEMP. FLOOR SECTION X -X 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS 2/ (2) 16d TOE NAILS SLICE CUT PLYWOOD FLOORING FOR STRAP FLOOR BEAM CONDITION JL SCALE: 3/4" =1'-0" MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. MIN 7, ,., SHEATHING CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE f" N�,`r ` ELEVATOR SHAFT K"'> Nr' SKr THRU DOOR OPENING, WIDTHS MAY VARY. X PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANEL 3 y (WHICH IS LONGER) TO BE INSTALLED LAST PLATFORM LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER. r�r1 i rvr�ivi v� i r1i�. 2x4 CONT, TOP PLATE 3Y2' ATTACH TOP PLATE TO MID SPAN BLOCKING W/ (2) 12d TOENAILS 2X6 #2 SPF RIM BOARD W/ (3) 16d NAILS INTO JOISTS 2X6 #2 SPF @ 12" O.C. LL] Q 0 Z 0 CL 0� U a W I) oIIIIIIIII %W111111111" 1, uj M W/ (2) 16d TOE NAILS 31' 3z 2x4 CONT. TOP PLATE (ATTACH TOP PLATE .�yl i� CO ;J�� J Z _ Z� p U �v O° u.i ;1.• ° ��" Z 61po' so °'►1IIfIp0 m LL 2x4 #2 SPF STUDS @STUDS 24" O.C. SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR W/ (2) 16d TOE NAILS 31' 3z 2x4 CONT. TOP PLATE (ATTACH TOP PLATE SCREWS EQUALLY 2x4 #2 SPF STUDS = Z @ SPACED & CENTERED 24" O.C. EVERY OTHERrj STUD TO BE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d --- IN TRUSS W �. Z 0 �— A Xx 24" O.C. W/ (2) 12d TOE NAILS 8" WIDE WEB< 0 O 0 F NOTCH SILL PLATE STIFFENER @ 48" O.C. TOENAILS BOTTOM (@ EA. BRACE) W/ (2) FOR VERTICAL 2x4 SILL PLATE w/ 2 O ROWS OF 10d NAILS @ NOTCH SILL AND 2x4 #2 SPF STUDS ° O` Tr, 3" O.C. NOTE: 10d NAILS 4" O.C. @ STIFFENER TO BE PLYWOOD FLOORING STRUCTURAL 24 O.C. EVERY OTHER FLUSH W/ OUTSIDE OF m PERPENDICULAR TO FLOOR BOTTOM CHORD NOTCHED 2x6 ( @ TO ALLOW VERTICAL STUD TO BE "4 o 2x L -BRACE W/ 12d VERTICAL LOCATIONS). "' TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST JOB No. 2 SCALE: NAILS @ 4" O.C. AS INDICATED FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE 10-26-16 ^D' ST1 ACCOMMODATE 2x ATTACH W/ (2) 12d �,; U o O ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) 2x6 VERTICAL AND TO I -JOIST W/ (3) 4" x 3" 0=_ M L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS EQUALLY 2x4 SILL PLATE W/ (2) 2 a� @ ANY OPENING 16d TOE NAIL EA. H U SPACED/CENTERED IN + + CONT. BRACE & 10d o �3 4Y8" I -JOIST TO OUTSIDE + + +� + NAILS @ 4 O.C. TO ,w FACE OF JOIST + + FLOOR SHEATHING O Q 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + + + ATTACH 2x4 TO I -JOIST o 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SDS a Ica TOENAILS BOTTOM SCREWS EQUALLY 2x4 CONT. TOP PLATE SPACED & CENTERED ATTACH TOP PLATE TO I I SEE ARCM PLAN IN I -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) rn (D O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ �• o (q TOENAILS BOTTOM 10d NAILS @ 4" O.C. 3" O.C. NOTE: W 2 SIMPSON LSTA24 O (NOTCHED @ 2x6 VERTICAL LOCATIONS). STIFFNER TO BE FLUSH OUTSIDE x � °� g STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. NOTCH SILL AND PLYWOOD FLOORING w/ OF BOTTOM CHORD ^ v ♦ V) Z TO ALLOW VERTICAL V) — TO SLIDE DOWN TO �. j J FLOOR BEAM SEE FACE OF I -JOIST J Q PLAN 24 VERTICAL ANDv Q ~ ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & @ANY OPENING w Q z U TO I -JOIST W/ (3) Y4" x 3" tri SDS WOOD SCREWS Z Q EQUALLY 2 I -JOIST $EE PLAN ro,> W Z U SPACED/CENTERED IN (� 0 ST ST02 SECTION HANDRAIL W/ FOIE OFOJOISTSIDE SINGLE I JOIST PARALLEL TO FLOOR ~ N.T.S. FLOOR BEAM CONN. SCALE: 3/4"=,'-0" LU Z `3Y2" SEE ARCH PLAN I I ---- 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 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 TOENAILS BOTTOM (NOTCHED @ 2x6 ATTACH TOP PLATE TO 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d 3 1 /2" TOE NAILS SCREWS EQUALLY 2x4 #2 SPF STUDS = Z @ SPACED & CENTERED 24" O.C. EVERY OTHERrj STUD TO BE V VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS V NAILS BELOW`(OTHERWISE NOTCH SILL AND SEE ARCH PLAN ATTACH W/ (2) 12d PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOORTOENAILS @BOTTOM) Q OTO TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X J ~ 2x6 VERTICAL AND 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z O FACE OF TRUSS (� L -BRACE @ 6'-0" O.C.& TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 G J ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d A @ ANY OPENING ACCOMMODATE 2x Vi qt TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO LU SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. ----- FLOOR SHEATHING Y SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 0 LLJ 0 ' DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TOA VERTICAL LOCATIONS). ~ ALLOW VERTICAL OC S) ATTACH 2x4 TO TRUSS p � N.T.S. TO SLIDE DOWN TO 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. FACE OF TRUSS ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) Ya" x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN — TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. ST03 SECTION @ HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4"=1'-0" Ya''x3" SCREWS EQUALLY O = Z SPACED & CENTERED --- IN TRUSS W �. Z 0 �— A 8" WIDE WEB< O 0 F STIFFENER @ 48" O.C. (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF DRAFTING: PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: LR QC CHECK: MRB JOB No. TM - 2153307 SCALE: AS INDICATED DATE: 10-26-16 ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplicatian, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited, IE T