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HomeMy WebLinkAbout274 Big Spring Ter 16-1995 (new sfh) (a)THORN BROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK5, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 17 7 - THORNBROOKE 40's DARLINGTON - 2585 - ELEV. "A" GARAGE LEFT TAYLOR MORRISON 06-14-16 CREATED LOT SPECIFIC PLAN FOR LOT 171 IN THORNBROOKE 40's, ELEVATION "A" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: CEILING FAN PRE -WIRES (6), BATH 3 OPTIONAL 51NK, 9' POCKET SLIDER AT FAMILY ROOM, 5' INTERIOR DOOR5 AT THE FIR5T FLOOR, 2 RECE55ED CANS AT THE BAR TOP, VENT HOOD OUTSIDE; R-38 INSULATION, LAUNDRY TUB ROUGH IN, AND IRON RAILING AT THE FIR5T AND 5ECOND FLOORS, PLAN REVISIONS RECORD COPY DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN. NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE Sr PLANS EXAMINER DATE SANFORD BUILDING DIVISIQN 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 COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #16.1995 GENERAL CONSTRUCTION NOTE5: 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 SIZES 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, CEILING CON5TRUCTION: 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 LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B,C.R. - 5TH EDITION (2014) 8102.3.6. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.15L,R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE6 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND ASTM C 926. PER F.B.C.R 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH 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 COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.G.R 5TH EDITION (2014) 8103.6,5 OR IN ACCORDANCE WITH ASTM C 926. CCL/ CO ROL JO NTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS 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. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT 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 CORRO51ON-RE615TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION6 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. JI x ro y DAVISVon -------- 11 BEWS DESIGN GROVP C ro oa a EST. 1994 0 0 Jcml`F) ON 0 M CO M 1/ d5 L > PJM L 6 00 � -0 c N a' mro0 z y� ooror; T Z N dEmma own CDa�llrlilt .�1 1.0 42 J I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b.i. JI y DAVISVon -------- 11 BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925. 1300 TFL 813.925.1800 FAX W W W.DAVISBEW&.COM TAMPA • DENVER. a EST. 1994 JI IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." TITLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. COVER SHEET GENERAL NOTES - 1 ATTENTION GENERAL CONTRACTOR/ BUILDER: _ ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5113ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI5ION5. ANY REVISIONS OR CHANGES,'NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 ii cov DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB d5 CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: c N a' PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. z A5PHALT 5HINGLE5 IIF APPLICABLE) : own CDa�llrlilt .�1 1.0 42 J I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b.i. C 0 EL �. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IP' 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN ,�' �V%�oo 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, , .66�?i''i ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL iN 12 UNITS HORIZONTAL • � (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, A5TM D 4809, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION a W R905.2.1. CLAY AND CONCRETE TILE IIF APPLICABLE) : 7d�. .• ° ,� THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.G.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR a "•®+•••• * RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH �ii� PR��`� SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA9D IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 IIF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 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 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: N 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, GI325, OR CII18 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: O ne 1.N T TIN PROTECTIVE V PE E RA 0 . PR EC IVF SLEE ES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE, 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DO 5POUT5 SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE I REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDE[) IN FRONT OF THE CONTROL 61DE TO SERVICE AN APPLIANCE. �1 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.' 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDE[) WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF i SECTIONS MI411.3. s EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR r0 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. u 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 TEWINATION. 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 2585 MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER 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 BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." TITLE • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. COVER SHEET GENERAL NOTES - 1 ATTENTION GENERAL CONTRACTOR/ BUILDER: _ ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5113ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI5ION5. ANY REVISIONS OR CHANGES,'NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 ii cov 11- NB. ELEVATION l ) 0'-4" 52'-4" 15'- 1'-4" Q w PITCH I/8" / FT. .. 1'-8" I. 13'-8" F — — — 1 r — — — � • x m 8" C.MU. WALL ADV. �o _ � ro o� 8" C.M.U. WALL O Jm1�p� LAv.� aro" r 0 ; cy 00 3�EofCo 1'-4" Q w PITCH I/8" / FT. .. 1'-8" I. 13'-8" 11-411 1'-811 9'-V" 15'-0" 65'-4" TAYLOR MORR150N USES BORA-CARE r0 TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES 3 0 PAVER DRIVE /LEAD WALK G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE F — — — 1 r — — — � • x m 8" C.MU. WALL ADV. �o _ � ro o� 8" C.M.U. WALL O Jm1�p� LAv.� aro" _ABV. _ I° —�a" 3�EofCo �Y rod, ZcmvG�t P.vc. F5w*6- L — — — J L - — — � � 3/4" CONDENSATION - TILE�; AIR HANDLER I xl LJDRAIN BY PLUMBER LINES FROM ISI r — 31 -all 19'-0" 13'-8" ABY.�) �I - a; UPPER FLOOR 20'-11" 2' I" I'-8" 3'-10" 3 -0 x3.0 A/C I I L — J PAD (SEE MECH..,28'-9" 10'-10" 8' I" 2'-8" 2'-0" CONTRACTOR FOR LOC) 4" P.V.G. II 3/4" RECE55 FOR ENTRY DR. L.r. t1AIR 3/4" CONDENSATION HANDLER ROUGH IN DRAIN BY PLUMBER LINES FROM I' 3" 2'-5" 8" UPPER FLOOR ' 0" NOTE: ALL SLAB ANGLES 21-1° ARE AT 45' (UN.0.) REFERENCE / \\ o N OL ELEVATION Lu LLI\`�°� " PROVIDE WATER \ \� . PITCH PITCH _ LINE FOR ICE MAKER J CJ. r0 DRAIN A- 1/8" /FT, ------------------ ---------------------- C'� I — �( SLAB AA 3A3 M / \ OF REF. 31' 10" I�_��9'-8" 9' I" 3'-9" 20'-0" 8" G,C. VERIFY ACRYLIC ON LANAI l IIcolL,J II 50 GAL . i � H m � � i 11-411 1'-811 9'-V" 15'-0" 65'-4" TAYLOR MORR150N USES BORA-CARE r0 TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES 3 0 PAVER DRIVE /LEAD WALK G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • JOB NUMBER 26002.139 • CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED • x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 S13 .925. 1300 TEL 513.925.1500 FAX W W W.DAVISBEWS.COM `PAMPA •DENVER.. C � ro o� O Jm1�p� O Q aro" 3�EofCo �Y rod, ZcmvG�t • JOB NUMBER 26002.139 • CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED "111--11., v� #16_1985 • TITLE • SLAB INTERFACE. PLAN SLAB INTERFACE PLAN.SHEET SCALE:. I/4" = I'-0" GARAGE LEFT. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 S13 .925. 1300 TEL 513.925.1500 FAX W W W.DAVISBEWS.COM `PAMPA •DENVER.. EST. 1994 �--�- "111--11., v� #16_1985 • TITLE • SLAB INTERFACE. PLAN SLAB INTERFACE PLAN.SHEET SCALE:. I/4" = I'-0" GARAGE LEFT. 34"x3-0" A/C 3'-O"&O" A/C PAD (5EE MECH. PAD SEE MECH. CONTRACTOR CONTRACTOR FOR LOC.) FOR LOC.) H.B. r ----i r ----i II I II 2011 1[J 2111 N 5311 l ' ^ v=' 05 � Q � WINDOW CALL -OUTS ,oma 0-' CO M i 'Ifs LLY �� ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F-5-C.R. - 5TH EDITION (2014). * * * * * * A.F.F. AIR HANDLER DIRECT VENT DRYER THRU EXT. WALL T.O.M. 9'-4" AFF. T.O.M. 9'-4" AFF. AFF. AFF. 2582 5.F. TYPICAL MASONRY x m DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE r 0 to 0 EST. 1994 WINDOW WIDTHS 0 _I u') 2011 1[J 2111 3111 5311 l ' ^ v=' L� B iL L• WINDOW CALL -OUTS 0-' CO LLY �� iC4 —J *� L.O 26" 12 5H 1/2 32 5H 22 5H 32 5H Lu = 39" 0 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63° 0 15 5H 1/2 35 5H 25 5H 35 5H E --I Z 12" 16 5H 1/2 36 5H 26 5H 36 5H L G.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ll— MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) A.F.F. AIR HANDLER DIRECT VENT DRYER THRU EXT. WALL T.O.M. 9'-4" AFF. T.O.M. 9'-4" AFF. AFF. AFF. JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED 2582 5.F. GARAGE x m DAVIS BEWS DESIGN GROVP 13 e S.F. r 0 to 0 EST. 1994 TOTAL_` 5Q. FT. 0 _I u') Y/ 0'�� �. �?JN L� B iL L• 0 0 � -� 0-' CO LLY �� iC4 —J *� L.O y�c T z lot JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED W 00 (� to O �r uj J yy ca J i CD fo ll. m ., Us I i • P i Mne rvlo W ' a 1 O 1 HATCHING LEGEND lN5ULATE WALL #1 1995 , TOTAL. LIVING 2582 5.F. GARAGE 455 S.F. DAVIS BEWS DESIGN GROVP 13 e S.F. 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • E:) LAVER. EST. 1994 W 00 (� to O �r uj J yy ca J i CD fo ll. m ., Us I i • P i Mne rvlo W ' a 1 O 1 HATCHING LEGEND lN5ULATE WALL #1 1995 , TOTAL. LIVING 2582 5.F. GARAGE 455 S.F. LANAI 13 e S.F. ENTRY 71 S.F. TOTAL_` 5Q. FT. 324-15.F. MAIN FLOOR PLAN NOTES GARAGE LEFT 2585 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • 111 15'-m" 1'4" 1'-8" $ 294° 15'-0" 65'-4" W -Qu L— DAVIS BEWS DESIGN GROUP —J L ---J x m 9 r r0 J0 0 O JMh;7) Co� Co U) � e T am 0 Lim >>JN 0 v`^ 00 v 0_j co C 15'-m" 1'4" 1'-8" $ 294° 15'-0" 65'-4" W -Qu • JOB NUMBER 26002.139 • CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED • DAVIS BEWS DESIGN GROUP x m - EST. 1994 e r0 J0 0 O JMh;7) Co� Co U) � am 0 Lim >>JN Lo• 00 0_j co C a ��N LJ*m 0 20 Z cm • JOB NUMBER 26002.139 • CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED M 9 00 in z r. u _ 1. C ..J �'. L �� �tltltlitlt�®�� m s. _j. S = REFER TO 5HEET 2AI M FOR MAIN FLOOR W PLAN NOTES 0 0� J 0 2585 t ` ti #1 6 - 1 995 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STR.EE7- EAST OLDSMAK FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - EST. 1994 e M 9 00 in z r. u _ 1. C ..J �'. L �� �tltltlitlt�®�� m s. _j. S = REFER TO 5HEET 2AI M FOR MAIN FLOOR W PLAN NOTES 0 0� J 0 2585 t ` ti #1 6 - 1 995 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * PROVIDE 3050 5H. 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT T-8" HD. AT T-8" UNDER A,H.U. PLATFORM * EGRE55 LJ ll��0 W.C. 2 6x6 8 BATH 2 Lay. LAv. CPT. TILE �'- CLG. � �- eo Lz BATH „3 BEDROOM 4 O 90 w LAV. W.C. CLG. 13'-6"x11'-0.. BEDROOM 2 - 9'-0" FLAT CLC. 13'-4"x12'-8 v 9'-0" FLAT CLG.Ly PROVIDE a 42" H PAN AND DRAIN RAILING UNDER A.H.U. �- — -� 2-6x6-8 5-0x6-8 BFD 6-0x6-8 9' 0 � a I AH. BF0 CLG. DO �' I N0.2 I — — — R/S — — 2-6x6-8 — — 42" H. 42" H. 24" H. A/C 1.$,�r�`� 9.0 FLUSH FRAME RAILING RAILING PLATF0�1 v, I A/C CLG. 2x4 TO FURRING 9 G a I CHASE FRAME BELOW G.C. VERIFY CLG. WALL IRON RAILING AT FIRST ANq SECOND 2-44-8 e FLOORS A__I � BFq s I' OPEN To LOFT BEDROOM 3 BELOW 7 11'-0"x14'-4" 12'-6"x11'-0" 9'-0" FLAT CLG. 9'-0" FLAT CLG. m; ok LE FLUSH FRAME TO FURRING BELOW 2 - 3050 SH. HD, AT T-8" 2x 2x4 FRAME FRAME WALL WALL a CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 G.G. VERIFY 838 INSULATION ^AA I 3A3 I ( REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME • • x Y.. WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813.925.1300 T'EL 813.925.1800 FAX W W W.DAVIS$EWS.COM TAMPA • DEIWER. G WINDOW WIDTHS �c O 20" 24" 36" 48" 0 � WINDOW CALL -OUTS ` N LL 20" �'VTh 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W E iL Y 8) LJ.n*f (0 000 `uti ZN�et = 24 01820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H H Z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 300 5H 4060 5H G.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURER AND 5PECIFIGATION5. O 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51N6LE HUNG -5H, GA5EMENT- G5MT, OR FIXED GLA55- F.GJ PROVIDE 3050 5H. 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT T-8" HD. AT T-8" UNDER A,H.U. PLATFORM * EGRE55 LJ ll��0 W.C. 2 6x6 8 BATH 2 Lay. LAv. CPT. TILE �'- CLG. � �- eo Lz BATH „3 BEDROOM 4 O 90 w LAV. W.C. CLG. 13'-6"x11'-0.. BEDROOM 2 - 9'-0" FLAT CLC. 13'-4"x12'-8 v 9'-0" FLAT CLG.Ly PROVIDE a 42" H PAN AND DRAIN RAILING UNDER A.H.U. �- — -� 2-6x6-8 5-0x6-8 BFD 6-0x6-8 9' 0 � a I AH. BF0 CLG. DO �' I N0.2 I — — — R/S — — 2-6x6-8 — — 42" H. 42" H. 24" H. A/C 1.$,�r�`� 9.0 FLUSH FRAME RAILING RAILING PLATF0�1 v, I A/C CLG. 2x4 TO FURRING 9 G a I CHASE FRAME BELOW G.C. VERIFY CLG. WALL IRON RAILING AT FIRST ANq SECOND 2-44-8 e FLOORS A__I � BFq s I' OPEN To LOFT BEDROOM 3 BELOW 7 11'-0"x14'-4" 12'-6"x11'-0" 9'-0" FLAT CLG. 9'-0" FLAT CLG. m; ok LE FLUSH FRAME TO FURRING BELOW 2 - 3050 SH. HD, AT T-8" 2x 2x4 FRAME FRAME WALL WALL a CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 G.G. VERIFY 838 INSULATION ^AA I 3A3 I ( REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED o) • • x Y.. 150 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813.925.1300 T'EL 813.925.1800 FAX W W W.DAVIS$EWS.COM TAMPA • DEIWER. G C) lQ Jro O Lo J co IIAA Y/ 0 � ccl) �'n ` N LL 0 �'VTh o 'c0 E iL Y 8) LJ.n*f (0 000 `uti ZN�et JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED o) BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813.925.1300 T'EL 813.925.1800 FAX W W W.DAVIS$EWS.COM TAMPA • DEIWER. � EST. 1994 �-�- 2585 # 995 UPPER FLOOR PLAN NOTES GA RAGE LEFT 9(A' -A° JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED • x m w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX WWWE AVISBEWSC.OM TAMPA • DENVER C LO 0010 o� 00 i 2 N M . r >>�M 66 �°L• 00 v5 ti 0-j c0 �,cm LL tv6 Z 0 mron o 0°20 �+ JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED ,UPPER UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT 1-a I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX WWWE AVISBEWSC.OM TAMPA • DENVER EST. 1994 F�-- ,UPPER UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAIL5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA y y y T * T * �c UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE R3015 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * 11 TREADS AT 1020" EACH STAIR SECTION SCALE: 1/4" - I'-0" OPT. 8" TRAY CLG. IN MA5TER SUITE 42"H. DAVIS BEWS DESIGN GKOVP J'O0 0 OPEN TO 0 J co 36" H, CONTINUOUS .2 C-50 C9 >a J N �QLM 0 O N� ~ o -jC°o GRA5PABLE LE.y r -0j;; N f0 600 3/4NI) WD. w, VI I I TALL RAILING DECKING BEAM I H FLOOR LINE OF 6'-8" MIN. BEAM--- FLOOR SYSTEM 5Y5TEM HEAD CLEARANCE / ITYPJ / 2x STRINGERS 42" H. RAILING «� n --I I" NOSING u (TYPJ 6' <, STORAGE UNDER 2x TREADS AND STAIRS 61 N Ix RISERS (TYPJ 11 TREADS AT 1020" EACH STAIR SECTION SCALE: 1/4" - I'-0" OPT. 8" TRAY CLG. IN MA5TER SUITE —ARCHWAY (A)TYP. SCALE: 1/4" = 1'-0" K cu w DAVIS BEWS DESIGN GKOVP J'O0 0 OPEN TO 0 J co FAMILY ROOM .2 C-50 C9 >a J N —ARCHWAY (A)TYP. SCALE: 1/4" = 1'-0" • JOB NUMBER 26002.139 • CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED K cu w DAVIS BEWS DESIGN GKOVP J'O0 0 EST. 1994 �_-- 0 J co .2 C-50 C9 >a J N �QLM 0 O N� ~ o -jC°o LE.y r -0j;; N f0 600 cc�h Z N L d • JOB NUMBER 26002.139 • CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED s - v- 00 Z C) J .� ,.� � W fit ne ou yea. � .i wr` A • Q +rr { i V y y 1 1 S 0 j 3 I 7, j a#w� 2585 L��1i t 1 • TITLE PLAN DETAILS #16-1995 - PLAN DETAILS SHEET 2C SCALE: 1/4" 1'-0" GARAGE LEFT eu DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLD5MW FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 �_-- s - v- 00 Z C) J .� ,.� � W fit ne ou yea. � .i wr` A • Q +rr { i V y y 1 1 S 0 j 3 I 7, j a#w� 2585 L��1i t 1 • TITLE PLAN DETAILS #16-1995 - PLAN DETAILS SHEET 2C SCALE: 1/4" 1'-0" GARAGE LEFT eu 11/2" THICK 5AND FINISH KEYSTONE (IF APPLICABLE) RA15ED 5AND FINISH TEXTURED BANDING � NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 �c OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINI5HED KEY6TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FIINI5H OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DUELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5EGTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FB.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH 'THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 612 L SHINGLE ROOF PLT, HT. x 54" N. 15TUCCO DECORATIVE FIXED 5NUTTER5Ulu m FINISN� e N 12 6 /6NINGLE SECOND F.F. LINE ROOF T.O.M. 5" BANDING 6" BANDING 4INGLE a6 ROOF 12 G.C. VERIFY Q6 ALUMINUM OVER 24 SUB -FASCIA (TYPICAL) PLT. NT. 4" BANDING (TYP.) 15TUCCO FINISH 7 1'-4" W. x 5'-O" H / DECORATIVE iii�l ....... .. .... [I Ell 11 FIXED 5NUTTER5 r- 4" BANDING 12 a 5 12 (TYP.) 6 SHINGLE a6 SECOND F.F. LINE ROOF/ _ TOM. V BANDING M 4" BANDING TEXTURED ❑❑❑❑❑❑❑❑ TEXTURED FIN15H FIN15H BANDING ❑❑❑❑❑❑❑❑ BANDING MAIN FF. LINE _ _ _ �� - - MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (A55UMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION- 5CALE: 1/4" = I'-0" urrrrrnrr�irirnnrrrr JOB NUMBER 26002.939 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED • x m 150 STATE ST'R.EET EAST WYMAR, FLORIDA 39677 813.925.1300 TEL FAX813.925.1800 X W W W.DAVISBEWS.COM A TAMP•DENVER C 10o 00100 j co N i 0c�co or N .— > > J N #16-1995 Lr Doi • urrrrrnrr�irirnnrrrr JOB NUMBER 26002.939 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED • x m 150 STATE ST'R.EET EAST WYMAR, FLORIDA 39677 813.925.1300 TEL FAX813.925.1800 X W W W.DAVISBEWS.COM A TAMP•DENVER C 10o 00100 0 co N i 0c�co or N .— > > J N Lr Doi • 00 cc 0 O. �- > 0 O) N 4. J W c) y� T O Z N d urrrrrnrr�irirnnrrrr JOB NUMBER 26002.939 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED Ua !mL1. � M 00M jj .Boomd 0 z° f W C) C J U- m *. lil l! y'u°� ..9th s•0•• I�e� u .• of W H � 5 neo 0 nel 0 >= g 2585 1 SHEET ELEVATION "A"3A1I GARAGE LEFT 09 DAVIS BEWS DESIGN GROUP 150 STATE ST'R.EET EAST WYMAR, FLORIDA 39677 813.925.1300 TEL FAX813.925.1800 X W W W.DAVISBEWS.COM A TAMP•DENVER EST. 1994 Ua !mL1. � M 00M jj .Boomd 0 z° f W C) C J U- m *. lil l! y'u°� ..9th s•0•• I�e� u .• of W H � 5 neo 0 nel 0 >= g 2585 1 SHEET ELEVATION "A"3A1I GARAGE LEFT 09 LANAI ROOF VENT REQUIREMENTS 612 °c 6:12 ------------------ ----- VENTILATION CALCULATIONS S12 HINGLE 6� ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT.X \4:12 144 = 67 SQ. IN.HALF U rO o� OUXAWt, FLORIDA 34677 ROOF_ I -j co AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. PLT. HT. No # UPPER 2/3 ROOF VENTS REQUIRED = 1I I PLT. HT. I 6:12 °C 6:12 ---------L HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. _ - - - - _ _ _ _ _ _ _ _ _ _ - I I ACTUAL SOFFIT VENTILATION =139.00 SQ. IN. I L 6.12 ` as LL FINISH 7 /l �6 VENT REQUIREMENTS I SECOND FBF. LINE I N , 0 j c 00 VENTILATION CALCULATIONS y'O I > E Y-' I �e I .OM. _ I I UPPER ROOF ,. VENT REQUIREMENTS EVATI X 144 = 254 SQ. IN. VENTILATION CALCULATIONS z 01 I j ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. I X 144 = 703 SQ. IN. 6:1-r 2 z o 6.12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED = 3 # UPPER 2/3 ROOF VENTS REQUIRED =1 I i HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I I ACTUAL SOFFIT VENTILATION = 695.10 SQ. IN. I I ae y � A 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOUTS THE TYPICAL THICKNE55 o OF ALL RAISED TEXTURED FIN15H BANDING oc iY AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT L z SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CRR - 5TH EDITION (2014) R103.6.2 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN SCALE: 1/8" - 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 GIRDER 6� Q 12 6 GIRDER TRUSS TRU55 ROOF TRUSSES AT 24" O.C. 12 (TYPICAL) Q6 LSTORY A@ ❑❑ ❑❑ ❑❑ VOLUME T BR.3 1z Q6 GIRDER ROOF rRu85 TRU55 412 ❑ ❑ ❑ ❑ ❑ ❑ AT 24" O.C. -- FLOOR SYSTEM —•- (TYPICAL) BEAM CONC. ❑❑ � ❑❑ ❑❑ ❑❑ LINTEL LANAI FAMILY all L T. GARAGE ❑ ❑I Li 11 10 1; SECTION AA. SCALE: 1/8" : 14 612 °c 6:12 S12 HINGLE 6� x ro �6 U rO o� OUXAWt, FLORIDA 34677 ROOF_ I -j co TAMPA • DENVER PLT. HT. No w I , j PLT. HT. I 6:12 °C 6:12 ---------L — ` I I 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOUTS THE TYPICAL THICKNE55 o OF ALL RAISED TEXTURED FIN15H BANDING oc iY AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT L z SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CRR - 5TH EDITION (2014) R103.6.2 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN SCALE: 1/8" - 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 GIRDER 6� Q 12 6 GIRDER TRUSS TRU55 ROOF TRUSSES AT 24" O.C. 12 (TYPICAL) Q6 LSTORY A@ ❑❑ ❑❑ ❑❑ VOLUME T BR.3 1z Q6 GIRDER ROOF rRu85 TRU55 412 ❑ ❑ ❑ ❑ ❑ ❑ AT 24" O.C. -- FLOOR SYSTEM —•- (TYPICAL) BEAM CONC. ❑❑ � ❑❑ ❑❑ ❑❑ LINTEL LANAI FAMILY all L T. GARAGE ❑ ❑I Li 11 10 1; SECTION AA. SCALE: 1/8" : 14 612 12 Q6 6:12 S12 HINGLE 6� x ro �6 U rO o� OUXAWt, FLORIDA 34677 ROOF_ 0 -j co TAMPA • DENVER PLT. HT. No w I , j PLT. HT. I 6:12 °C 6:12 ---------L — ` I I I I LOWER ROOF ` as LL FINISH 7 /l �6 VENT REQUIREMENTS SECOND FF. LINE $�� .ROOF T.O.M. SECOND FBF. LINE 8�� 0 j c 00 VENTILATION CALCULATIONS (ASSUMED) > E Y-' .OM. _ ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. ,. 00 EVATI X 144 = 254 SQ. IN. y� z 01 I 4 9 9 5 I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. -0° ACTUAL SOFFIT VENTILATION = 423.50 SQ, IN. TYP. OVERHANG. AT HIP AA (UN.O.) 3A3 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOUTS THE TYPICAL THICKNE55 o OF ALL RAISED TEXTURED FIN15H BANDING oc iY AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT L z SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CRR - 5TH EDITION (2014) R103.6.2 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN SCALE: 1/8" - 1'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 GIRDER 6� Q 12 6 GIRDER TRUSS TRU55 ROOF TRUSSES AT 24" O.C. 12 (TYPICAL) Q6 LSTORY A@ ❑❑ ❑❑ ❑❑ VOLUME T BR.3 1z Q6 GIRDER ROOF rRu85 TRU55 412 ❑ ❑ ❑ ❑ ❑ ❑ AT 24" O.C. -- FLOOR SYSTEM —•- (TYPICAL) BEAM CONC. ❑❑ � ❑❑ ❑❑ ❑❑ LINTEL LANAI FAMILY all L T. GARAGE ❑ ❑I Li 11 10 1; SECTION AA. SCALE: 1/8" : 14 • JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED 612 12 Q6 S12 HINGLE 6� x ro �6 U rO o� OUXAWt, FLORIDA 34677 ROOF_ 0 -j co TAMPA • DENVER PLT. HT. No i =ern PLT. HT. I_ .N W -, ZSTUCGO — ` >_ > j N MAIN F.F. LINE — — °' FINISH 7 4 SHINGLE /l ` as LL FINISH 7 /l �6 0 0. SECOND FF. LINE $�� .ROOF T.O.M. SECOND FBF. LINE 8�� 0 j c 00 (ASSUMED) > E Y-' .OM. _ NN J * m ,. 00 EVATI y� z 01 4 9 9 5 • JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED Q? OQTEXTURED TEXTURED 1EXTURED TEXTURED `r FINISH FINISH FIN15H FIN15H % 2 '0 �l �l /� f��: MAIN F.F. LINE _ - _ - _ - _ - _MAIN F.F. LINE ce) cc GRADE LINE GRADE LINE 0 (ASSUMED) (ASSUMED) CD LEFT ELEVATION ­* Im -i SCALE: 1/8" = 1'-0" 12 12 6� 12 / Q6 CD _= Q6 5HINGLE z SHINGLE ROOF PLT. HT. ROOF —`- PLT. HT. - _ �N ❑ _ ���rrrr -STUCCO a, STUCCO FINI5H7 * F.G. F.G. FIN15H SECOND FF. LINE f —5HINGLE a4 SECOND FF. LINE T_OM._ ROOF T.O.M. _ d TEXTURED TEXTURED _ FINISH FINISH MAIN FF. LINE Li TEMP, MAIN FF. LINE 0 r GRADE LINE GRADE LINE 0 (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: I/V : 14" 12 6% Q6 _ ■ SHINGLE12 /SHINGLE 12 ROOF 6 E ROOF Q 6 PLT. HT. PLT. HT. >=I k LSTucco TEMP. OSTUCCO 6, 12 SHINGLE * FINISH 7 FINISH 6� SHINGLE ROOF 7 IX SECOND FF. LINE — ROOF 6 2 8" SECOND FF. LINE SECOND F.F. LINE M TDM,_ T.OM. _ • 0 [ ]2585 _ /TEXTURED ZTEXTURED _ _ • FINISH pp @ FIN15H Y 612 12 Q6 S12 HINGLE 6� L SHINGLE �6 150 STATE STREET EAST OUXAWt, FLORIDA 34677 ROOF_ 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER PLT. HT. — — — PLT. HT. ZSTUCCO ZSTUCGO — ZSTUCCO — — MAIN F.F. LINE — — °' FINISH 7 4 SHINGLE /l FINISH 7 /l r FINISH 7 /l �6 GRADE LINE; SECOND FF. LINE $�� .ROOF T.O.M. SECOND FBF. LINE 8�� L/5PINGLE :�",,,51ECOND F.F. LINE (ASSUMED) .OM. _ = ,. 7t A EVATI Q? OQTEXTURED TEXTURED 1EXTURED TEXTURED `r FINISH FINISH FIN15H FIN15H % 2 '0 �l �l /� f��: MAIN F.F. LINE _ - _ - _ - _ - _MAIN F.F. LINE ce) cc GRADE LINE GRADE LINE 0 (ASSUMED) (ASSUMED) CD LEFT ELEVATION ­* Im -i SCALE: 1/8" = 1'-0" 12 12 6� 12 / Q6 CD _= Q6 5HINGLE z SHINGLE ROOF PLT. HT. ROOF —`- PLT. HT. - _ �N ❑ _ ���rrrr -STUCCO a, STUCCO FINI5H7 * F.G. F.G. FIN15H SECOND FF. LINE f —5HINGLE a4 SECOND FF. LINE T_OM._ ROOF T.O.M. _ d TEXTURED TEXTURED _ FINISH FINISH MAIN FF. LINE Li TEMP, MAIN FF. LINE 0 r GRADE LINE GRADE LINE 0 (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: I/V : 14" 12 6% Q6 _ ■ SHINGLE12 /SHINGLE 12 ROOF 6 E ROOF Q 6 PLT. HT. PLT. HT. >=I k LSTucco TEMP. OSTUCCO 6, 12 SHINGLE * FINISH 7 FINISH 6� SHINGLE ROOF 7 IX SECOND FF. LINE — ROOF 6 2 8" SECOND FF. LINE SECOND F.F. LINE M TDM,_ T.OM. _ • 0 [ ]2585 _ /TEXTURED ZTEXTURED _ _ • FINISH pp @ FIN15H Y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXAWt, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 Q? OQTEXTURED TEXTURED 1EXTURED TEXTURED `r FINISH FINISH FIN15H FIN15H % 2 '0 �l �l /� f��: MAIN F.F. LINE _ - _ - _ - _ - _MAIN F.F. LINE ce) cc GRADE LINE GRADE LINE 0 (ASSUMED) (ASSUMED) CD LEFT ELEVATION ­* Im -i SCALE: 1/8" = 1'-0" 12 12 6� 12 / Q6 CD _= Q6 5HINGLE z SHINGLE ROOF PLT. HT. ROOF —`- PLT. HT. - _ �N ❑ _ ���rrrr -STUCCO a, STUCCO FINI5H7 * F.G. F.G. FIN15H SECOND FF. LINE f —5HINGLE a4 SECOND FF. LINE T_OM._ ROOF T.O.M. _ d TEXTURED TEXTURED _ FINISH FINISH MAIN FF. LINE Li TEMP, MAIN FF. LINE 0 r GRADE LINE GRADE LINE 0 (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: I/V : 14" 12 6% Q6 _ ■ SHINGLE12 /SHINGLE 12 ROOF 6 E ROOF Q 6 PLT. HT. PLT. HT. >=I k LSTucco TEMP. OSTUCCO 6, 12 SHINGLE * FINISH 7 FINISH 6� SHINGLE ROOF 7 IX SECOND FF. LINE — ROOF 6 2 8" SECOND FF. LINE SECOND F.F. LINE M TDM,_ T.OM. _ • 0 [ ]2585 _ /TEXTURED ZTEXTURED _ _ • FINISH pp @ FIN15H Y SCALE: 1/5" :I'-0" SHEET • y ELEVATION "Al -IA? GARAGE LEFT MAINFFLINE�� — — — — •� — — — — — — — — — — — MAIN F.F. LINE — — o.a fly 1 r"� t rr , F� a GRADE LINE REFER TO SHEET 2D GRADE LINE; (ASSUMED) FOR OPT, DEN (ASSUMED) RIGHT E L EVATI O N 4 9 9 5 SCALE: 1/5" :I'-0" SHEET • y ELEVATION "Al -IA? GARAGE LEFT �^ BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL P, TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING MATERIAL PER ATIONS WITH APPROVED RLAYMENT (REFER TO =R SHEET) ENGINEERED ROOF 3SES AT 24" O.C. RICANE STRAP PER = FRAMING PLAN gk BRG. HGT. . DRIP EDGE =ASCIA ED ALUM. SOFFIT TH & EXT. FINISH )OW FLASHING AS REQ'D VINDOW TRIM )ER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING �J � PER BUILDER i PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wF�TyF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sr WEATHER RESISTIVE BARRIER est SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) � -1 ---CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP I / - WATERPROOF MEMBRANE I ;t I I 20" FLOOR TRUSS I I I I I PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST ° ° AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 0" 24" FLOOR TRUSS ��- SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY 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 WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER w ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ;a ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF N o ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER �"' THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALLBE 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 �'101111111ee EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING ,ft z 2 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT o ` ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING �- COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 'i�� ""•' �� COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND °00eee ��ttt CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF E SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS OR FOR APPLICATIONS NOT O neo' 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 BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR ' PROTECTION AT THE HEAD AND SIDES. rfolo 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 I 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >= � I PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. o < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. s 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. c 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ' CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. ��)U..D/�, ° • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS i #1 6 - 1 995 I x I • SHEET , FLASHING DETAILS N.T.S. . 3A3I • JOB NUMBER 26002.139 ' CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED • • • DAVIS BEWS DESIGN GROVP x m EST. 1994 J0 0 ' 0 -1MN- IIAA YJ o mom r N ° JL C. 0 0 "o-- o 0 �Y SCI cm 000 0 ZNLet • JOB NUMBER 26002.139 ' CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • 1?ENVER EST. 1994 5HEATHING TEXTURE \ WEATHER RESISTIVE � _ BARRIER FIN15H COAT BROWN COAT SCRATCH COAT 5ELF-FURRING LATH Tufo LAYERS WRB WEEP SCREED TERMINATE 5ELF ADHE5IVE FLASHING AT LOWER N05E OF MD1U1.5. 5ELF AI)HE51VE FLASHING MA50NRY BLOCK WALL 1 11 ISI \FL=� WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING - REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING WOOD FRAME C01 SELF -ADHERED FL BY LAPPING DOWIS OVER RIM JOIST A WALL BY 6 IN. SEAL TOPS OF JOI! UNDER DECKING (SEE DETAIL WP07, ,,— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOO/R RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT 01 noc FLASHING t SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4'A" BEAD OF CONSTR. RUBBERIZED SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED / SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING / NAILING FLANGE SELF -ADHERED - FLASHING DO NOT FLASH OVER SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW WAI i LIUCATLLAII' ASPHALT SEALANT: EXTEND MIN. LA 6" / OUTSIDE OF FLASHING 6 DIVERTER FLASHING M�Ns DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE 11 :1 :'Al i.%, ;� : ROOF FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 FLASHING GALV. V FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL RELEASE PAPER SELF -ADHERED FLASHING, ro (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD O rc r *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS *` INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT pK FppF O� < TtiFF� gtic ° SSO� , l/9 S,y SEc Roof O etoTYPICAL ROOF TO OR\ P�pGE Rs� ` P\WALL FLASHING DETAIL 6,NGVA�ppRGp\oM ZNo ,jc,0 \ RAKE METAL zZ 29 s' �� LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE J FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN TEXTURED, PAINTED MEMO ASTMC926 CKET AS APPROVED WEATHER -RESISTANT EXTER. WALL FINISH MIN] ASPHALT BASED CIFIED ROOF CRICKET: 6 " X 18" H GALV. BUILDING PAPER SEALANT APPLIED PLAN MIN: 3:12 SLOPE FLASHING CONT. SHEATHING BEHIND FLASHING N •> >JM (REQUIRED AT METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP 31/2.. AND EXTENDING A. UNPERFORATED LOCATIONS) AT ENTRY ROOF Z MINIMUM OF 6" ABOVE SHINGLES w= VERTICAL RISE OF t J m �00ltl� g FLASHING AT KNEEWALL 6" X 18" H GALV. �- >-,ELI •:: •.::. ONT FLASHING C. - iV SEALANT — ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS, 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT pK FppF O� < TtiFF� gtic ° SSO� , l/9 S,y SEc Roof O etoTYPICAL ROOF TO OR\ P�pGE Rs� ` P\WALL FLASHING DETAIL 6,NGVA�ppRGp\oM ZNo ,jc,0 \ RAKE METAL zZ 29 s' �� LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE J FIGURE 4: VALLEY DETAIL 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH MEMO ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MIN] MATERIAL W/ METAL LATH IN 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER SHEATHING 7/16" O.S.B. 7/16" O.S.B. ' SHEATHING SHEATHING ' N •> >JM KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 2` LL 0 0 31/2.. UNPERFORATED .� VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED 0000l000l,00l0000"oo" MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2° 0 ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH 0��m ALL INSIDE AND FINISH FLOOR OUTSIDE CORNER N •> >JM ° WILL NEED TO BE ® •®®®®®®•®•® O MITER CUTAND CEMENT PLASTER IN® ® c CAULKED ALL BUTT ®• ®°� JOINTS NEED TO BE r L ACCORDANCE WITH ° EMBEDDED IN ASTMC926 OVER WOOD 2ND FLOOR ®•®•®•®®® ®°, ®® ®° ° SEALANT USING ° ALL ULCUM CAULK FOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED 0 1`04-00 04 owso 0000l000l,00l0000"oo" x ro W L 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.3300 TEL 813. 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER.. Cr0 Lo0 se 0 -1,0 �MN� N 00 ♦A V! 0��m CO FINISH FLOOR �r L. N •> >JM O La � °6IL. Marr ire 2` LL 0 0 .� o-' C0 t J m �00ltl� Z N l t ®• ®°� JOINTS NEED TO BE r L ACCORDANCE WITH ° EMBEDDED IN ASTMC926 OVER WOOD 2ND FLOOR ®•®•®•®®® ®°, ®® ®° ° SEALANT USING ° ALL ULCUM CAULK FOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB - 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED OPTIONAL DETAIL WEEP SCREED DETAIL 0®�. SCALE: NOT TO SCALE SHEATHING 0 1`04-00 04 owso 0000l000l,00l0000"oo" DAVIS BEWS DESIGN GROVP W L 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.3300 TEL 813. 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER.. =a EST. 1994 c--- OPTIONAL DETAIL WEEP SCREED DETAIL 0®�. SCALE: NOT TO SCALE SHEATHING 0 1`04-00 04 owso 0000l000l,00l0000"oo" W L SELF -ADHERED se x INSTALL BOTTOM EDGE OF N 00 WEEP SCREED 1" BELOW CO FINISH FLOOR w,, e°w O La � Marr ire 2` LL OPTIONAL DETAIL WEEP SCREED DETAIL 0®�. SCALE: NOT TO SCALE SHEATHING I METAL FLASHING ° °° 1 V/ % V Y/ \ V V V 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) 3INEERED ROOF SAT24"O.C. WALL PER PLAN 6.. 5..x0.. iVic I AL t- LAO N1Nu V w/TAR BETWEEN • FLASHING AND SHINGLES RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF • TITLE • ROOF PER PLAN FLASHING DETAILS tIn _ TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW • THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. M16-1995•.::'.. FLASHING DETAILS • SHEET • 0 1`04-00 04 owso 1 SELF -ADHERED FLASHING PATCH' Aft/ I METAL FLASHING ° °° 1 V/ % V Y/ \ V V V 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) 3INEERED ROOF SAT24"O.C. WALL PER PLAN 6.. 5..x0.. iVic I AL t- LAO N1Nu V w/TAR BETWEEN • FLASHING AND SHINGLES RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF • TITLE • ROOF PER PLAN FLASHING DETAILS tIn _ TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW • THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. M16-1995•.::'.. FLASHING DETAILS • SHEET • D16CONK HORIZ. DIRECT VENT DRYER HORIZ E L C T f;P (C A L MAKE-UP THRU EXT. WALL MAKE-UP LIGHT I �LIGHTDUPLEX` CONVENIENCE OUTLET - - - -i r - - " DUPLEX OUTLET ABOVE COUNTER I� 220 V. UTI L. - - - - - - - - \ . ow, WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET L - _ - J - - - J L I_ J GF.I. HALF -SWITCHED DUPLEX OUTLET - _ I SPECIAL PURPOSE OUTLET I r� DEN I I PW �� I \ DUPLEX OUTLET IN FLOOR W.P. M. BATH i ROUGH -IN L I_ J ENTRY I ► 220 VOLT OUTLET MASTER SUITE FOR OFT. I WALL SWITCH </ HORIZ. �% HORIX. ELECI �lCAL <E" DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET r � J��Q �.FA. GROUND FAULT INTERRUPTER DUPLEX OUTLET Q-_ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 'A mm f� 220 VOLT OUTLET I WALL SWITCH 66 13 THREE-WAY SWITCH OcIL • 14 FOUR-WAY SWITCH — — — ID DIMMER SWITCH >EiL- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 0 0 8) I WALL MOUNTED INCANDESCENT LIGHT FIXTURE rJ *<0 RECESSED INCANDESCENT LIGHT FIXTURE 00 HORIX. ELECI �lCAL <E" JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORID 0 w Y O O Z � O m (1 ) c�lzpmmq ce o ce >= DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET r � J��Q �.FA. GROUND FAULT INTERRUPTER DUPLEX OUTLET Q-_ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 'A DUPLEX OUTLET IN FLOOR f� 220 VOLT OUTLET I WALL SWITCH 13 THREE-WAY SWITCH OcIL • 14 FOUR-WAY SWITCH — — — ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE rJ *<0 RECESSED INCANDESCENT LIGHT FIXTURE � ZN�d' C LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE I 4 EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR sC SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) Q THERMOSTAT (p ELECTRIC METER s ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) c® , ROUGH -IN FOR OPT. CEILING FAN �J I c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR- LOOR: SWITCHES.... 4211 SWITCHES OUTLETS ..... 1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISION.. J411 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 115A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING * * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. G.C. VERIFY ALL DEVICE. ANE) TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 SMOKE DETECTORS TO BE HARD -WIRED 5. ALL 15A AND 20A 120v RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.4.10, NE.C. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -EARNING 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. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL WAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORID 0 w Y O O Z � O m (1 ) c�lzpmmq ce o ce >= K r � J��Q - -�� EST. 1994 �Nr OJr>I�� 'A OcIL • rJ *<0 � ZN�d' JOB NUMBER 26002.139 CAD FILE NAME LOT 177 TB ISSUED 06-14-16 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORID 0 w Y O O Z � O m (1 ) c�lzpmmq ce o ce >= A 34677 $13 .925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM `T'AMP'A •DENVER. - -�� EST. 1994 �Nr 585 UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT iii METAL COATINGS FOR USE WITH PRESSURE TREATED WO D GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX DRAWINGS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL OF FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA SHEET SHEET TITLE MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE ME 1IIIIIIIIEMPRO TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF RISK CATEGORY II S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE S4.1 NOTES & CONNECTOR LEGEND 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS CAND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD 1 FOUNDATION DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. S DZ GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BAR'S SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF S D3 GENERAL DETAILS S D4 GENERAL DETAILS SD5 STORY R �/ DETAILS TWO �7 SD6 TWO STORY DETAILS ST1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: - 26.4 UPDATES ' DA�c C V ES OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. LD TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LD HE 6. VERTICAL REINFORCEMENT SHALL BE HEIN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 100 (+) 18.0 (+) 18.0 MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIEs =15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 F_ CREATED ELEV. A, B, C AND ELEV A WITH BONUS, PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1 5/9/2014. WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF CJD Y (+) VALUE DENOTES PRESSURE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/$/2014 CREATED ELEV, C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS G O 10 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS (+) 21.2 CREATED ELEV. C W/ BONUS -.TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE (-) 22.0 - 26.4 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES LD TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LD HE 6. VERTICAL REINFORCEMENT SHALL BE HEIN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP &BOTTOM & MAXIMUM U.N.O. VERITC TIES TO THE EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 100 (+) 18.0 (+) 18.0 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR TOENAILS EACH END. (-) 19.8 - 22.0 REMOVED OPTIONAL MAS'T'ER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL12d 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS "X" 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10.4, MAX AND (-) 20.9 (-) 19.7 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START MAX FROM #1 HIP SUCTION DIAGRAM 5 5 4 4 ql MASTER PER BILL YOUNGMAN'S REQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCS1-133 I -B3 SECTIONS 1, 2 AND 3 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 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 6 4/14/2015 PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 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 CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT CONTINUOUS LATERAL BRACE ACING ACROSS TRUSS WEBS 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. oC LO 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL, VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION CONSOLIDATION. 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 WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 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 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb =2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1.RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" Q HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/21', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE %6' LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 F_ WIND PRESSURE & SUCTION EFFECTIVE a d- (PSF) WIND CJD Y (+) VALUE DENOTES PRESSURE AREA (SQ FT) W cv - VALUE DENOTES SUCTION AREA G O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 -) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ql 5 5 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 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. 016 1995 Q - H Z W W �o 0 04 Z �- F- U W W W 0 O (9 Z J_ 5 M W 0 ER O � ®��` 1'�491A li 1 ddd�� 06 Z�I� ) Ljj Z F_ N0""CY U a d- CJD Y 00 Ci W cv = Z O o a W o Z I�lll l lBlO1�� `` m i W ) ) 06 Z�I� ) Z F_ U : J ] W V� C7 06 Z�I� J Z 4a O M o a Z 0ti 11 Z 0 0 OC oC LO 0 _ 0000 N m 0 .I Z I- J W .r� -a0= 0 HC 3 H of 0_ STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT TNT C QC CHECK_ CC - = JOB No. TM - 2152535 SCALE: AS INDICATED J DATE: 07/07/2016 - 1 0 0 M A/C PAD A/C 00 7G' All FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I" - LAPPED MIN, 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xWI.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 -r MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 0 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. co LAP SPLICES SHALL BE NO LESS THAN 25". w IY 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. `t 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N I-- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) O CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY u-) COMMUNITY & COUNTY CODES. p 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z INSTRUCTIONS. J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 5 M W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS -j U - AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD Uj FOOTING STEP DOWN AND CORNER INFORMATION. O a i oo 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 'P�ico J o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH o = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION •OroQ U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER rye O -� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS aw J O FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �, �"� 0 Z• �+ _ z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL' CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •��00,60 « • �• ♦ ~~ m FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. N ♦ ti LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 00 �� , Jt+PR,,` COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS J FOUNDATION PLAN 32 x32 x12 dp w/ #5 s EQUALLY SPACED EA. 7 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 Z 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 0 BARS & 3" MIN. COVER TO EDGE OF CONC. QQ 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U 0 0 5� 3.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. �_ Z BARS & 3" MIN. COVER TO EDGE OF CONC. Q O48"x48"x12" dp w/ #5's EQUALLY SPACED EA.LL 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O O Z BARS & 3" MIN. COVER TO EDGE OF CONC. z 1— J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. O � 4.5 BI CLEARANCE A S & 3" M N. COVER TOEDGE OF ONC MIN (8) # 5 E.W. U 0 z Q 60"x60"x16" dp w/#5's EQUALLY SPACED EA. OJ O OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. _ Z Q to F BARS & 3" MIN. COVER TO EDGE OF CONC. = LU Z SYMBOLS LEGEND 1 O o LU U ~ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.~ TO TIE BEAM (6-8" O.C. MAX U.N.O.). a WW O = • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. < z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 w W O t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. � #5 CONT. FT.G TO TIE BEAM. 2 z a Q z 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited o� J Z O OWE )_ O Lr) 0 N [� Y � M > O .J Z F— W U...'_ . W �00 - 5 p O H H ) 0- J STRUCTURAL ENG: CFG / BAD DRAFTING: _-STRUCT: TNT QC CHECK: CC JOB No. TM - 2152535 .. ---............. ..... SCALE: AS INDICATED ) DATE: 07/07/2016 S2 DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). Q THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 'S PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 1 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEEa Ci 0 C0 STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL O N , Q r pp .. O FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. MIN. CLEARANCE BETWEEN MIN # 5 E.W. Uj O12"x12"x12" WAY 2" HORIZ. BARS & 3" MIN. COVER TO EDGE OF CONC. (2) Q�' I;rry�`' V 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. _ Uy�` LL BARS & 3" MIN. COVER TO EDGE OF CONC. O O rwN�r 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. .3 <0> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. Q�cc (D > 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & W MIN. COVER TO EDGE OF CONC. FOUNDATION PLAN 32 x32 x12 dp w/ #5 s EQUALLY SPACED EA. 7 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 Z 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 0 BARS & 3" MIN. COVER TO EDGE OF CONC. QQ 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U 0 0 5� 3.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. �_ Z BARS & 3" MIN. COVER TO EDGE OF CONC. Q O48"x48"x12" dp w/ #5's EQUALLY SPACED EA.LL 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O O Z BARS & 3" MIN. COVER TO EDGE OF CONC. z 1— J 54"x54"x16" dp w/#5's EQUALLY SPACED EA. O � 4.5 BI CLEARANCE A S & 3" M N. COVER TOEDGE OF ONC MIN (8) # 5 E.W. U 0 z Q 60"x60"x16" dp w/#5's EQUALLY SPACED EA. OJ O OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. _ Z Q to F BARS & 3" MIN. COVER TO EDGE OF CONC. = LU Z SYMBOLS LEGEND 1 O o LU U ~ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.~ TO TIE BEAM (6-8" O.C. MAX U.N.O.). a WW O = • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. < z 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 w W O t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. � #5 CONT. FT.G TO TIE BEAM. 2 z a Q z 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited o� J Z O OWE )_ O Lr) 0 N [� Y � M > O .J Z F— W U...'_ . W �00 - 5 p O H H ) 0- J STRUCTURAL ENG: CFG / BAD DRAFTING: _-STRUCT: TNT QC CHECK: CC JOB No. TM - 2152535 .. ---............. ..... SCALE: AS INDICATED ) DATE: 07/07/2016 S2 n 7'-0" V 6'-8" V 6'-8" V 6'-8" V 3'-8" V 7'-0" V 4'-6" V X-10" V X-2" V- T-2" - V -- 7'-4„ SYMBOLS LEGEND LIJ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q , TO TIE BEAM ( 6-8"O.C. MAX U.N.O.).'. • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. QH. z LU m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. �? LU INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Z #5 CONT. FT.G TO TIE BEAM. O 0 N z CL 0 V (1) #5 @ TOP, w LU LU i BOTTOM & 1 N'. MID -HEIGHT OF41, O COT #5 FROM LO COLUMN TIE BEAM p 3, TO FOOTING OU. O z J MASONRY WALL m W (1) #5 @ TOP, REINFORCING PER Q BOTTOM & PLAN(TYP). I MID -HEIGHT OF COLUMN LU00 rn 0 let, le I 49� AA FILLED CELL : co •� e Q U aV.4 C,co J w 1'-8" PLAN VIEW SECTION VIEW °`` Q cc`•• �Ci. ``' O O m U_ �} �` � `°rrrri►r��oerwa MASONRY COLUMN Q 1 TIE I N 3/4"=1'-0" 3:U W •O co # C- O U zO- z Q U c O o: M ry,r k N 4 ¢ p`' U LL ZLO OWN o Qm s CL LLl F_ U Z Z W W�� as zo o o �f W 06 U_ U Z z < Z I— O J J U) v O CL —I Q a = J C C) 1� J Z 5 j5_1 WIV I-- O °° Q w. 0 W 6'-8" 5'-8" 7'-0" OU U) I z. LIJ U) C Z Q o Z �3 O o � r z W Z Z0 O oC J z Y _ 0000 'S 2 N O O _j Z _— W U J�� ..— � QO= 9 cnQ LU ry cn 0- w STRUCTURAL ENG: CFG / BAD U DRAFTING: H -STRUCT: TNT J QC CHECK: CC Ir 1= JOB No TM 2152535 ". z— ' Uj SCALE: AS INDICATED �i y' l }IIP W DATE: 07/07/2016 DOWEL PLACEMENT PLAN - 1 I 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f 1_4" 8'-4" I i 4'-4" I. 4'-0" 1.- 4'-0" 1.0 4'-0" 11 4'-0" 1 2'-0" 1i 7'-0" 1i 3'-4" 1i 6'-8" u� OHO J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 Illy, o� FIRST FLOOR FRAMING P LAN 1 /1F = I -V 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, O n W M LL O J W U a z LL LL �'111111111////It LLI (3) M 0 a co I O J O v r C1B J a '.= LU Q *� Q 0 *� �( Pm LL V a �+ O +� !111111 J J Q zfi0 2 � � O 0W_j FIRST FLOOR FRAMING P LAN 1 /1F = I -V 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, O n W M LL O J Uj U a z LL LL �'111111111////It LLI (3) M 0 co I O J O v r C1B J a '.= LU Q *� Q 0 *� �( Pm LL V a �+ O +� !111111 J J Q zfi0 2 � � O 0W_j Y U a z �3 0 i r V a �+ zfi0 0W_j 0�-CpW W) O 0 0 - N J Z U O WW u �_ao_ O I— I— �ry CL u C ] STRUCTURAL ENG: CFG /-BAD DRAFTING: C _-STRUCT: TNT I QC CHECK CC - JOB No. TM -2152535 U SCALE AS INDICATED U DATE: 07/07/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. OT BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ZO BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 1/2" THREADED ROD @ 48" O.C. 1160If p PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS El 3rd. FRAME TO FRAME BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN El BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If P MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3140 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN FRAME TO CMU BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf ''-rd. PT. 3 EPDXY MIN. 5" EMBEDMENT STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. 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 & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE II FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN F (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST O8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. SO 3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN, O5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4"X 9 1/2" LVL COLUMN 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 @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYPIIb) (2)2x8 #2 SYP w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" ❑META16 1 META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 J Z (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS &(18)4'x24" TAPCONS PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ElH2.5A w/(10)8d FRAME TO FRAME 535 600 El MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 81 MGT w/(22)10d 5' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4'x24' TAPCONS a HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 Efl HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f 15 IL ENTERED EACH STUD LSTA24 w/(18)10d NAILS C 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 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & a' EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMNFTG. OR 1290 1300 COLUMNS USE (18)#10x12' SD SCREWS INSTEAD OF NAILS HTT4 w/(18) 16d x 22' NAILS w/8' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 28 LTT20B w/(10) 10d NAILS & 5" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. 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 5351bs 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. 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D, WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 11 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 PLATE TAPCONS r 1 /4"=1'-0" cn ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 J Z TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS p ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS &(18)4'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 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 HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 11 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) -STRUCT: TNT 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) r 1 /4"=1'-0" cn 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) J Z 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) p 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) -i Q 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 Nil' ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----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 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" 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 II 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, 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 3" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 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 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. w a 0 i 0 I I Cn W :0 PR J J Q U' O w 0 � O O 7 C) f Z : z° Q c 0 C LUo • v CL 1 0 oW 100,00 a Z O 0 w CLw I- O z Z) Ur• ry V w U) W C -6g � LL Z 0� z z z F- 0 O O W _j U`� z¢ O W Uj 06 _j w� z,��� W ° F_ <W0 W=Z _ O U III Q Z_ O w 07 a 2 Z a Q Z O O 11 J z V P Z _ Z J O I- O -j z Y H 1 r 00000 3 N O .. m W UO .. J LL z w QO= _ rn JOB No. TM- 2152535 ui 0 11 DRAFTING: �_ LU F H -STRUCT: TNT 0 milli Y00 Q r 1 /4"=1'-0" PR J J Q U' O w 0 � O O 7 C) f Z : z° Q c 0 C LUo • v CL 1 0 oW 100,00 a Z O 0 w CLw I- O z Z) Ur• ry V w U) W C -6g � LL Z 0� z z z F- 0 O O W _j U`� z¢ O W Uj 06 _j w� z,��� W ° F_ <W0 W=Z _ O U III Q Z_ O w 07 a 2 Z a Q Z O O 11 J z V P Z _ Z J O I- O -j z Y H 1 r 00000 3 N O .. m W UO .. J LL z w QO= _ rn JOB No. TM- 2152535 ui 0 Clipa DRAFTING: �_ LU F H -STRUCT: TNT 0 F LU Y00 Q r 1 /4"=1'-0" cn 0 - J Z p u -i Q PR J J Q U' O w 0 � O O 7 C) f Z : z° Q c 0 C LUo • v CL 1 0 oW 100,00 a Z O 0 w CLw I- O z Z) Ur• ry V w U) W C -6g � LL Z 0� z z z F- 0 O O W _j U`� z¢ O W Uj 06 _j w� z,��� W ° F_ <W0 W=Z _ O U III Q Z_ O w 07 a 2 Z a Q Z O O 11 J z V P Z _ Z J O I- O -j z Y H 1 r 00000 3 N O .. m W UO .. J LL z w QO= _ LU H JOB No. TM- 2152535 STRUCTURAL ENG: CFG / BAD 0 (� DRAFTING: wFn LU F H -STRUCT: TNT 0 F LU QC CHECK: C Q r 1 /4"=1'-0" cn 0 - LU H JOB No. TM- 2152535 STRUCTURAL ENG: CFG / BAD Z (� DRAFTING: 0 LU F H -STRUCT: TNT F LU QC CHECK: C Q r 1 /4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, `6-1995 H JOB No. TM- 2152535 Z DITES& CONNECTf"Ill" LEGEND LU AS INDICATED SCALE:'' F LU DATE. 07/07/2016 .1 CS401 r 1 /4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, `6-1995 OL, J08 J09 J10 J11 J11 J10 J09 J08 00 O`5 J08 J09 J10 J11 J11 J11 J10 J09 J08 S, 00 STANDARD 2ND FLOOR FRAMING NOTES: W Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q -- — - --- - - TO FOLLOW THE DETAILS INDICATED BELOW" H OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) `r O 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. F..- z0 F- (5 w U) ROOF FRAMING PLAN. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'4" 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 W 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. ROOF FRAMING PLAN. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B a III 2 Bill y3 U O Z` z O O W 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, 9 U Z z 0 W � ❑ 0 <V 06 g� 0 Z Z��'� I� I Z J O U z 0 0 W LL U Q� J U. z o N0 O wh � O o�w� O U) a z W O n. Z Q a Z J O O t Z w Z J O r 0 _j z R 0 W OC Y. 0000 N 0 W 0_jZ W Uj.._ z W >-�0 O w Q H H CLW STRUCTURAL ENG: CFG / BAD DRAFTING: rtW STRUCT. TNT U) ]t r Q QC CHECK: CC a 1= JOB No. TM 2152535 Z 0 SCALE: AS INDICATED lmx u" DATE: 07/07/2016 W Of 995 S4.2 I W W O O z J W m C) %%J111I 1111, A�...•�,,,,'�r '�Y�✓°-tip W °D 00 W co p~ s j J Z W 0 /llllftiA�`` m 0 U- J J a z 'S q W • VOI O r z a U:. z°- '. 0 c7 �1 •, O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B a III 2 Bill y3 U O Z` z O O W 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, 9 U Z z 0 W � ❑ 0 <V 06 g� 0 Z Z��'� I� I Z J O U z 0 0 W LL U Q� J U. z o N0 O wh � O o�w� O U) a z W O n. Z Q a Z J O O t Z w Z J O r 0 _j z R 0 W OC Y. 0000 N 0 W 0_jZ W Uj.._ z W >-�0 O w Q H H CLW STRUCTURAL ENG: CFG / BAD DRAFTING: rtW STRUCT. TNT U) ]t r Q QC CHECK: CC a 1= JOB No. TM 2152535 Z 0 SCALE: AS INDICATED lmx u" DATE: 07/07/2016 W Of 995 S4.2 I CONTRACTOR TO — VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") d.— AT CORNERS PRECAST "U" METAL LATH OR PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN STANDARD #5 psi CONC. PER d• OVER COURSES HOOK BAR. LAP LINTEL PLAN. IF SEGMENT NOT REQ'D TO OTHER BARS INTO REBAR IS d BE FILLED. CORNER AS REQ'D INDICATED IN d (SHEET METAL & da d Q LINTEL, #5 TO BE `. 9X1//4 PAPER FELT A ld 5 5/8 HOOKED INTO tl. 3 PROHIBITED) 10" HOOK a n 1d SIDE VERTICALS '. l.tl.• I,, 25 TRANSOM OPENING ccclll .. 4, 30 #6 181/16 14 . ad r . . d.'. ' :Y.^ .� 81/16 181/21 36 #7 • r. �• tl n 51/4 d q 42 U- tl WINDOW BY BUILDER Z z °�. ° ~: ' ".d dI a �14 tl d a a y d . ROUGH OPENING PER PLAN ° d Al a GRADE 40 GRADE 60 d BEND 0 LENGTH LAP SPLICE BEND 0 d• a T OPENING TYPI AL SHEAR WALL SEGMENT LV 11D" I d VIC11 'ID" a d 41/4 da d Q y LINTEL PER PLAN • ^"'' ;" ::{ ' f: 9X1//4 d A ld 5 5/8 91/2 tl. 3 a 121/2 a n 1d 31/8 7 l.tl.• I,, 25 TRANSOM OPENING ccclll .. 4, 30 #6 181/16 14 30 41/2 81/16 181/21 36 #7 • 19 13/16,16 d 35 51/4 tl.° 'd 42 U- ' WINDOW BY BUILDER Z z ffi~ ~: ' 7-5/8" ACTUAL IN LINTEL (VARIES) SEE FOUNDATION SEE WF01/SD3 FOR / MORE INFO \ Ow 8F8 -OB/1T 8" NOMINAL WIDTH p ".d dI a �14 tl d a a y d . ROUGH OPENING PER PLAN ° d Al AVf!1 I I!' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR - STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR a GRADE 40 GRADE 60 d BEND 0 LENGTH LAP SPLICE BEND 0 a• . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT LV 11D" "All d VIC11 'ID" • , d 41/4 Q y LINTEL PER PLAN • ^"'' ;" ::{ ' f: 9X1//4 d #4 d 5 5/8 91/2 tl. 3 55/8 121/2 a n #5 31/8 7 113/4 25 TRANSOM OPENING 7 AVf!1 I I!' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR - STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 d BEND 0 LENGTH LAP SPLICE BEND 0 a• . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT LV 11D" "All d VIC11 'ID" • , '`,; 41/4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE "All ---------------------------- I.C11 X77 11D" "All 1113" VIC11 'ID" #3 '`,; 41/4 15 y LINTEL PER PLAN • ^"'' ;" ::{ ' f: 9X1//4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 TRANSOM OPENING 7 151/2 30 #6 33/4 181/16 14 30 41/2 81/16 181/21 36 #7 "°. 19 13/16,16 FRAME INFILL AROU� 35 51/4 9 13/161213/41 ^ 42 U- ' WINDOW BY BUILDER Z z ffi~ ~: ' 7-5/8" ACTUAL IN LINTEL (VARIES) SEE FOUNDATION SEE WF01/SD3 FOR / MORE INFO \ Ow 8F8 -OB/1T 8" NOMINAL WIDTH p PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ., O UNFILLED ON EITHER SIDE U.N.O. —� W o LU odt SAFE LOAD TABLE NOTES w1- P 9 MIN. 28" (2) 2X8 WOOD HEADER ° W z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ~ TURNED SIDEWAYS. :. ;'.. O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. FIRST PLY 2X8 TO 2 .:.; :..; MASONRY WALL W/ DOOR OPENING : '+ •:. , 2. 0 = NOT RATED. SIMPSON HUS26 HANGER :.'. < @ EA. END. W/ (6) 3/16"Ox " 1-3/4" TAPCONS INTO O = MASONRY & (4) 10d X 1 -- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 0 8F32-1B/1T 1-1/2" CLEAR GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE "All "B" I.C11 X77 11D" "All 1113" VIC11 'ID" #3 17/8 41/4 15 21/4 41/4 9X1//4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 181/16 14 30 41/2 81/16 181/21 36 #7 43/8 19 13/16,16 1/2 35 51/4 9 13/161213/41 42 I U m U U #3=2Y2 #4=2Y" #5=2%" #6=3" #7=3Y2' 8" x 8 x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 6'-4" i i i. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS Uj 9 STANDARD LINTELS Q STANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 81732-113/81`32-013 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" iBEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. z T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END p 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN w 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 W 1I, 4'4" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. d Z 1 r O 6'-2" 488 991 /991 2661/2143 5681 /2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 16. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS () 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 2 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL W SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 O 13'4" 0 328/0 1234/0 1779/0 2662/0 14'4" 0 292/0 1160/0 1660/0 2439 / 0 O z 16-0"0 284 / 0 950 / 0 1379 / 0 1997 / 0 p „ MATERIALS 1$-0 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL m LU 20'-0" 0 180/0 598/0 1024/0 1441/0 2 2. fc PRESTRESSED LINTELS = 6000 psi. 0'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 p 22'-8" 0 110/0 450/0 824/0 1147 / 0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 STRENGTH = 1900 PSI. LIL ui 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE O 111 fit! eo a 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. �G '�;kms Y o 3'-0" 1230/1230 2769/2769 4085/4085 .• �..°•.° \ ��i�, _ z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE, �`�,� yc _ o a' J 4'4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT u l Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ZQ © Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ °"' a' >- p A 8RF6-16/17 BOTTOM OF LINTEL CAVITY ° t .�. �j +. 81-4" 415 / 235 1152 / 1152 1694 / 1552 O $ F � 6- � B� � T' �!••"•"j°•+ �' �� � \�� 0o LL O 8F8-1 B/1 T QUANTITY OF #5 REBAR AT TOP /'"\ PRO��l,' 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.UC 8RF14-16/17 NOMINAL HEIGHT k", 3 NOMINAL WIDTH 0° 8F16-16/17 0. TYPE DESIGNATION LU 0 8RF14-06/17 O 8F16-0B/1T 1-1/2" CLEAR O 07�'O o O 8F20 -113/1T 0 CQ ° Q DW Q _ 0 _ :RER AT TOP MIN. (1) REQ D 0 O 8F20-0B/1T V J "6 w Q Q v O 8RF22-1 B/1 T o � tl G" LO a� - cu z R AT BOTTOM OF LINTEL `t8F24-1B/1Tm U LL8RF22-0B/1T BREINFORCING PROVIDED O 7-5/8" ACTUAL IN LINTEL (VARIES) O M 8F24-0B/1T 8" NOMINAL WIDTH , 7'-4" FILLED N8RF30 -1B/1T 3'-2" , 9.'-8" O'. 8'-4" 6'-4" OD 0 8F32-1B/1T 1-1/2" CLEAR 8RF30-OB/1T 0� FD Q _ #5 REBAR AT TOP MIN. (1) REQ'D 0 Z C� o 8F32 -013/1T v <t z C.M.U. r` O 8F38-1B/1T 0 O I]U) j Q Z W 0 rpn E O `urn O 8F12 -1B/1T `- z Q Zj �` BOTTOM REINFORCING PROVIDED w O 8F40 -OB/1T �I`----* U- Z z ffi~ 7-5/8" ACTUAL IN LINTEL (VARIES) Ow 8F8 -OB/1T 8" NOMINAL WIDTH p ., O UNFILLED < —� W o LU odt SAFE LOAD TABLE NOTES w1- P 9 MIN. 28" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Z W z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ~ j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. W 2 2. 0 = NOT RATED. Z 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < LU LU 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = -- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. _z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U) SUPPORT. a 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 2 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z Q 0 Z O J O ti n z Z O w Z J O O _! oCO z Y LINTEL PLAN- F- O 0O 1 - N l—WLL— ��O z UJ U5 la—�I=— W cn 0- w STRUCTURAL ENG: CFG / BAD O DRAFTING: -STRUCT: TNT J QC CHECK: CC Q 1— JOB No. TM - 2152535 W SCALE.--- -- --- AS INDICATED _.. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK -- ° D W DATE: 07/07/2016 #16-1995 D08 REBAR SPLICE DETAIL _ SCALE: 3/4" = V-0., ~ 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. _ I 1 !I I (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO t IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x ERG WALL PER LU TIE SEAM SPLICE TO a TIE BEAM SPLICE TO = Al 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT I'� BE MIN. 25" GROUT 71 PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID�I REQ'D MIN 4" BELOW MASONRY WALL I MASONRY WALLw CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN I• SEE PLAN I I. ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" I Q U I > FOUNDATION PLAN CONC. SLAB PER I..�Id A• d.:a �II ..._IIM �� -1�j>¢ III I — 1 I i __ IIIII=IIIIiI _ CONCRETE SB PER ' I= — I , — —I —I ---III— I _I--II:I--I I—�_ I o— II;'I ': :', ..•_ I, d �:—I .,dI'_—:I •. d'•I � I.'I II I _—I I._I. FOUNDATION PLAN III IIII—�III II=.III I-1 WCONCRETE SAB PER CONCRETE SLAB PER I FOUNDATION PLAN 4 FOUNDATION PLAN FOUNDATION PLAN z z 2x PT SILL PLATE 2x P.T. SILL PLATE 0 104 W WVARIES a.a W SEE PLAN •.QQNo1II ; 4 OZ 00 OGRADE Ie d. 4 Id GRADE z w q 450 — A .n00 _ _ z CL —(— Iw 7�rj I W ° o $ 4q - j_j °�4 o � d a w —I0 w _21 14; (2) #5 BARS CONT. = I I i = = I (2) #5 BARS CONT. = I I — CLEAN COMPACTED 16 w 8 8 W/ 3" COVER TYP. 13�' COVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3�' C6 (VER FILL @ 95% STANDARD CLEAN COMPACTED LID O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED " CLEAN COMPACTED W (2) #5 BARS CONT. w/ 3 n FILL @ 95% STANDARD 1 4„ DENSITY FILL @ 95% STANDARD U COVER TYP.; AT 811 811 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O 1 -4" DENSITY DENSITY 0 DENSITY DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE a ------ - - - - - SHALL BE 1'4" WIDE w/(3) #5 BARS SHALL BE 1'4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE Q W FO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING ° %11 fit LU 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" • • l����LLi �if 00 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5Q 2 •. LU _ Z CONT. BAR VERIFY W/ DETAILS FOR REQ D VERIFY W/ DETAILS FOR REQ'D. J STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z c1 Q J SLOPED GROUT TO Uj � '• s•• w � W � OPTIONAL CURB BY q MASONRY WALL — '•., ••. •� ` Q II DRAIN BUILDER MIN. 24" BEFORE °' d°.., ." M SEE PAN LLIr *�(� 0 CONC. SLAB PER ANOTHER STEP I a . CONC. SLAB PER I 1 #5 FROM FTG. TO ���11 i p tt�M LL z 8 x12 THICKENED L. 811 g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. ', I I TI Nt d' SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" O FOUNDATION PLAN w/ 3" COVER TYP. %#5 CONT. PER MFG SPLICE GROUT CELL a: p .I �° I �d- REINFORCEMENT SEE d SOLID PER PLANS Q LU a p ' ' d. • . y. GRADE ° d a �dI ° dI I FOUNDATION PLAN H 1° �• a ° e, d - ad . r FOR QUANTITY I . 'S p jow on���� w a. _ a' W I a d — O °' v a d' I hI I I=III=� I I=I l h *• ' - oo d.. iNW4 �.� ..� :.�,� �, . , s ° a THRESHOLD PER MFG °e w 4 A3 .0d iiiiiiimi-� "ao #5 x 25" x 25" CORNER °' d'd . d. '°' r . a -I = _ _ -_ . ° e' a I.. BAR, ONE FOR EA. = q TIT= p N�" N I I—I I I—I I I—I I_ — ad cG 'I d . q.. s °.• i .o ° ` I HORIZONTAL —_....,`.1... . q .. —� o L. CONC. SLAB PER w _ 11 —8_ ° a �—__ _ _ _1 - a , ° ° —I I—_ I d.'.. a ° d REBAR, TYP. U.N.O. FOUNDATION PLAN A I I; I a d!1117. �I ° e ° d °! a I— —_ —_ — I- z r — z _ __ I I— 1 w ° — - - — 2 #5 BARS CONT. —III=1 I I—III I I— _ — �1 a. Q m.., C 0 ° d. d I I I I I I I w.. O —I d I-^-^-^^-^ I O III—I I II I I w -—� �— d — I- p d q a� .a. o SLOPE W/ 3" COVER TYP.; @ 1.41 c� d . > _ — _... — (2) #5 CONT. w/ 3 1' 4" (2) #5 CONT, w/ 3'� -� i 16" MINE. _ (: COVER TYP. a.¢ �• SLOPE EXT. SURFACE -STORY CONDITION pt U PER MFG 3) #5 BARS w/ 20 IL 3" BARS CONT. co COVER TYP. I -III—III—III—I I (—I (2) #5 BENT BARS w/ OR GRADE 1/4" PER WIDE FOOTING _ W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED %_11 FILL @ 95% STANDARD BUILDING /o STANDARD p FOOT AWAY FROM FILL 95% U_ O Q DENSITY DENSITYELASTOMERIC JOINT z FILLER O a m FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE F0 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL (MF12 FOOTING AT INTERIOR BEARING WITH CMU 0 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1 '-011 ® FILLED CELL PER PLAN WOOD POST PER PLAN 4 FOR SIZE AND BASE CONNECTION - TOP COURSE TO BE GARAGE CHAIR BLOCKS. _______ ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLM. a... .. - PLAN FOR BASE SIZE A,.a �41 DRIVEWAY BYI a SEE FOUNDATION FOR BUILDER- CONCRETE 4 _ OR PAVERS PAD SIZE I..A a ! . M CONC. SLAB OR a 70 7_1PAVERS PER PLA , ° q C a d °CCY qCLEAN COMPACTED - 11- FILL @ 95% STANDARD — I, 8' ' °' I a °. DENSITY — d g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED— -I I — d ` " La—�—� .� EDGE w/ (1) #5 CONT. q FILL @ 95% STANDARD i I— —_ -_—_ —_ DENSITY THICKENED EDGE @ GARAGE DOOR 011=1' FOOTING @ ENTRY MASONRY COLUMN K-Ij NOT USED 3/4"=1'-0" 3/4"=1'-0" (L U) u.i v Z 0 Q C-6 � O% z�� z '�'"" J O O p U z �4 V O Q W < Q W J Z Z O W I— U l.- O z W L.L.. ,..._ UjU a z 0 W 0 Z 3/4"=1'-0" 3/4"=1'-0" 0 Z O o � TOP (2) #5 x 4'-0" z CENTERED AT PIPE PVC OR SCH40 SLEEVE W Z PENETRATION -� 0 o: 4 q W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CONC. SLAB PER FINISH PER ELEV. 11 CENTERED AT PIPE I I — I CD00 , FOUNDATION PLAN 8 C.M.U. FINISH PER PENETRATION _ _Ln FINISH FLOOR ELEV. -1 _ a _=I I Cy FINISH FLOOR a0 g __ — q a I=1 1- J Z� PENETRATING — - p J WILL— ., GRADE PIPE PENETRATING PIPE = I = I=I �= I — 1= W W 0 d ' '..':•'•.. . , ',r•... .'� . d °a I=_= I PAN FOR I LOOP TIE (TYP.) .. LU &REIN ° F.I_ z _ PIPE PERPENDICULAR TO FND �' a M + _ _ = 1= = i 1 TOP (2) #5 x 4'-0" PVC SLEEVE MIN. — I — FOOTING PER PLAN - z • •�, I I _ — I= I—� =1 CENTERED AT PIPE _ u� - PVC OR SCH40 SLEEVE STRUCTURAL ENG: CFG / BAD -III—III—III- g r DIAMETER TO BE 2 CLEAN COMPACTED I I = _ I I =—_ ( PENETRATIONPIPE SIZES DRAFTING: THAN THE LARGER FILL @ 95% STANDARD FOOTING PER PLAN _ = SEE FDNIPLAN I—I ((� , I I a' .° a4a STRUCT_ TNT PENETRATING PIPE (SIDE VIEW) DENSITY I- I— FOR SIZE _ ° 1 -III_ &REINF. —I - —_ — _eS�urN,f,,A cc PVC SLEEVE QC CN CHECK: TM -2152535 (FRONT VIEW) _ z W SCALE - AS INDICATED - PIPE VERTICAL THRU FDN �� I aq -- -- - - - - d °o . d —) I I- I DATE: 07/07/2016 = # 1 6 — '� 9 9 5 fiFl��TYPICAL FOUNDATION PENETRATIONS III—III_ NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND D 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d ' cn :4d N ,•4 LL .' .''., ...4 . •' •a.. �' • • .. a4 .. 'A III.:'v. d ' 4 v, . U) a f l�' z �I .: •JI ENTIRE COLUMN TO4.1 a BE GROUT FILLED w '^• . U.N.O. If b"1, a ' it PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL f c 1) #5 VERTICAL IN F 3ROUT FILLED CELL (IF ZEQ'D PER PLAN) f DOTE: SEE MD08 ON INTEL PLAN FOR \DDIT'L REBAR INFO 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 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIIN ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR (2) 2x TOP PLATE CENTERED 2x8 3/16" x 3" 12" O.C. 2 THREADED RO 'x4 SPF CONT. PLAN / BEARINi / y SCHEDULE. ON 16" O.C. W/ REQUIRED WH' STRUCTURAL INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF & 6" FROM EACH MASONRY WAL 2x6 P.T. BUCK EACH '/1O" OSB W/ (T) 8d SIDE OF OPENING BLOCKING PE FOR BEAM SIZE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ WALL TO BOTTOM OF 5-1/2" EMBED. AT EA. I BUILDER FRAME DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. NAILING SCHEDULE ANCHOR. (1st BOLT TO FLASHING BE 8" MAX. ABV. CURB, REST EQ. SPACED MIN. 2x4 SPF #2 KNEE"+ —24" O.C. OT QACC DI A' 1/2"= 1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAIN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD &�OBEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED' TITEN HD ANCHORS w/ MIN. 1 4' EMBED. FOR HOLLOW BLOCK OR 3 z' 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 I�— (2) 2x TOP PLATE (2) 2x PLATE —/ -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiF_0"�KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" 12 SEE F77 PLAN PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS MIN. 2x4 SPF #2 KNEE ----� SPACING # ROWS 2x4 3/16" x 3" MIN. 2x4 SPF #2 KNEE — (2) 2x TOP PLATE WALL WITH STUDS @ 2x8 3/16" x 3" 12" O.C. 2 WALL WITH STUDS @ 'x4 SPF CONT. 16" O.C. W/ / y I (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 3LOCKING ATTACH TO STRUCTURAL CONT. ROOF SHEATHING NAIL PER PLAN FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH & 6" FROM EACH FOR BEAM SIZE (ONLY U)O.C. SHEATHING ON BOTH '/1O" OSB W/ (T) 8d SIDES FROM TOP OF ATTACHED PER NAILING SCHED. FOR BEAM SIZE SIDES FROM TOP OF JAILS WALL TO BOTTOM OF w 410 I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE O.C. MAX. w/ (4) 10d FLASHING NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiF_0"�KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" 12 SEE F77 PLAN PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 (2) 2x TOP PLATE " 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS -0" W Q 0 Uj rn o�ot<irlureei�� a: It /— SHEATHING PER PLAN STRUCTURAL '�N* �r� Y o SHEATHING • �� J Z TYP. TRUSS TO FRAME Q CONNECTION PER TYP. TRUSS TO FRAME U STD. CONNECTOR CONNECTION PER a.[Ll ca NOTES STD. CONNECTOR W p FRAME OUT TO BLOCK NOTES `' • Q EDGE AS REQ'D FRAME OUT TO BLOCK ,err ®� �' O EDGE r 00 u_ KNEEWALL AT UPSET BEAM i— — — — — — — — — — -- A/C I I A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" � I BLOCKING UNDER A/C SUPPORTS 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 O2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED CHIMNEY CAP FLUE PER MANUF. SPECS W/ 2" MIN. 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE F g O i i ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT & FRAME / y OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN � I O CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF (2) 2x #2 SYP SEE PLAN & 6" FROM EACH FOR BEAM SIZE (ONLY U)O.C. OTO p PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN p (1) SPH4 EVERY OTHER STUD TO ATTACHED PER NAILING SCHED. FOR BEAM SIZE END IF OPENING PROVIDED w w 410 BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET 2x4 VERTICAL @ 24"W/ I PER PLAN) ii O CY) ` O.C. MAX. w/ (4) 10d FLASHING �. NAILS TO BOTTOM MIN. 2x4 SPF #2 KNEE"+ U H A CHORD & (3) 10d NAILS + A J O 2x PLATES OVER ROOF DECK PER VALLEY K 2x PT BOTTOM WALL w/ STUDS 16" C) @ •,, Z F WALP HEIGHTCHORD;OTE COMMONS B DOUBLE TOP PLATE B PLATE O.C. w/ STRUCTURAL 0 G I o USE 2x6 SYP #2 STUDS W / / SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR • �� C GALVANIZED FLASHING SHEATHING FROM Z Q C H O+ 0 + 16d COMMONS END d PRECAST LINTEL OR TOP OF WALL TO M 1.4 ' COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` "'° E 16d COMMONS END 2x4's JO STRUCTURAL SHEATHING PER PLAN AND ROOF KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER 2x4's + + fl G ,. H NAILING SCHEDULE g',i + + Cy U CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING = a- ",o w. PER ARCHS ~ Z OTHERWISE SP2 CLIPS Z H J O MASONRY WALL AT TOP AND SP1 CLIPS U � ti KNEEWALL AT UPSET BEAM i— — — — — — — — — — -- A/C I I A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" � I BLOCKING UNDER A/C SUPPORTS 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 O2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED CHIMNEY CAP FLUE PER MANUF. SPECS W/ 2" MIN. LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT I F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE F g O i i ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT & FRAME / y WITHIN 10'-0" OF THE GALVANIZED FLASHING E OC CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING OTO p PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN p (1) SPH4 EVERY OTHER STUD TO ATTACHED PER NAILING SCHED. fiFO KNEEWALL OVER MASONRY WALL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS j DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET 2x4 VERTICAL @ 24"W/ GALVANIZED O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW �', I O.C. MAX. w/ (4) 10d FLASHING �. NAILS TO BOTTOM + 4+ U H A CHORD & (3) 10d NAILS + A J O 2x PLATES OVER ROOF DECK PER VALLEY K TO TO •,, FRAMING DETAIL l F WALP HEIGHTCHORD;OTE COMMONS B DOUBLE TOP PLATE B BETWEEN 4FT & 8FT, D @EACH END + + NAILED G x USE 2x6 SYP #2 STUDS W / / SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR • �� C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) C H O+ ( I RAFTER •, + 16d COMMONS END d 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` "'° E 16d COMMONS END 2x4's JO STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL F— J FINISH PER ARCHSFIN 2x4's + + fl G + + G CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING = NAILED @ 6" O.C. STAGGERED PER ARCHS 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 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 & AS a:. AT BASE ARE REQ'D 0O 't O Q® z -Q0 fiFO KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" LU V, U z �"� 0 WW 0 '^ Q W 0 .rr z a � ZO J F— J PRE-ENG.TRUSS PER 0 .. Z PLAN, 24" O.C. MAX O a O ROOFING MATERIAL = Qui PER ARCHS ~ Z z� �-- SEE FRAMING PLAN H J O FOR CONNECTION � 1— 0 INFO w U �- ( n J SEE ELEVATION I--- W ,. TOP OF MASONRY < SEE ARCH PLANS FOR 0 OVERHANG INFO 00 � �.: z 0 RE. ELEV. W FOR O.H. 0 TYP. SINGLE TIE -BEAM d W/ (1) #5 CONT. GROUT SOLID z Q O Q z w � 0 � WINDOW PER > z Z FLOOR PLAN _ O J O 0 haw PRECAST CONC. OR ¢ Y POWERS STEEL SILL %L 0 1 TYP. @ ALL WINDOWS _ (� 00 2 Lo 04 II 'd EXT FINISH PER PLAN 0 O J Z W W > Li O MAIN FLOOR w O H I-- ELEV 0'-0" 0 � a CONC. SLAB - VERT REINF. BEYOND ►� SEE FOUNDATION W PLAN FOR MORE INFO —_ — — 0 STRUCTURAL ENG: CFG / BAD - DRAFTING: MASONRY ���ER I- PLAN r� �u rii�, -STRUCT: TNT CC Q QC CHECK: JOB No. TM - 2152535 SEE FOUNDATION = DETAILS FOR FTG INFO ` Z W SCALE: AS INDICATED W DATE: 07/07/2016 #16.1995 w fisATYPICAL ONE STORY CMU WALL SECTION SD2 3/4"=1'-0" �SOCIATES, LLC is strictly prohibited. SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" TRUSS BOT. CHORD O.C. O.C. NOTE: ALL GABLE SHEATHING NOT REQ'D SHESHEATHING NOT REQ'D TOA CONT. O THE TO BE CONT. @ THE BRACING IS TO BE SYP#2 OR BETTER TRANSITION FROM TRANSITION FROM TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. CLG. NAILING SURFACEEMBED) MIN. 6" FROM BEAM TO GABLE WALL TO GABLE TRUSS TRUSS EACH END AND 32" O.C. 24" O.C. FOR FALSE BM DOUBLE 2x TOP PLATE MAX. ATTACHMENT w/ (3) 1 Od FASTEN SIDE WALL \ TOENAILS EA. ENDco BEAM PER PLAN SHEATHING PER PLAN. PROVIDE 16d NAILS DROP END GABLE w/ W EACH END.AT 24" O.C. (5) 16d NAILS BRACE TO BLOCKING END W/ 16d EXT. SHEATHING; 0 m O NAILS @ 6" O.C. SIMPSON H10A SIMPSON H10A ATTACH PER PLAN TRUSS PER PLAN FRAMING FOR FALSE L L L DIAGONAL TO BEAM DIAGONAL TO TOP CMU WALL OR LINTE HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) PLATE BELOW 10d NAILS @ EA. TRUSS BEAM CONNECTION FRAME WALL CONNECTION _ BRACE CONTRACTOR TO FIELD VERIFY WHICH TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ BLOCKING @ 24" O.C. CONDITION IS REQUIRED. CONTACT EOR SINGLE BASE & TOP FOR ADDITIONAL INFO AS REQ'D c� SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + 3 1/4" HOLD 1/2" J -BOLTS w/ GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. CLG. NAILING SURFACEEMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ BLOCK ADJ. BAYS C EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w MAX. ATTACHMENT w/ (3) 1 Od = \ TOENAILS EA. ENDco SHEATHING TO BLOCKS w/8d NAILS PROVIDE 16d NAILS DROP END GABLE w/ W EACH END.AT 24" O.C. GABLE END TRUSS TO Q c PLT.@12" O.C. MAX. = 2x TOP PLATE TO �I .d vGABLE END W/ 16d PER PLAN 0 m O NAILS @ 6" O.C. TRUSS PER PLAN FRAMING FOR FALSE L L L 2x FASCIA w (2) 16d CMU WALL OR LINTE HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) @ 48 O.C. TO 3RD BELOW 10d NAILS @ EA. TRUSS � _ BRACE NAILS INTO TOP PLATE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ BLOCKING @ 24" O.C. #5 CONT. SINGLE BASE & TOP ' c� PLATE w/ PLYWOOD FALSE BM PER PLAN BRACE TO LEDGER i SHEATHING COVERING IF REQ'D O.C. TO RUN BACK TO CMU WALL CONNECTION CLEAR SPAN CONNECTION a ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** i "Go EO GABLE END @ FLAT CEILING CONNECTIONS DOUBLE TOP PLATE OUTLOOKER — 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. -\ ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS ol 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS , NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN — rGEO� GABLE END @ VAULTED CEILING 3/4"=1'-0" Fr FIELD FRAMED VALLEY DETAIL LU Q 0 FHING PER PLAN WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'-8" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF \ mow 0P4 SHEATHING TO BLOCKS w/8d NAILS 2x4 DIAGONAL BRACE DROP END GABLE w/ W EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. DOWN OF JACK Q ,__I PER PLAN TO STUD) PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS TRUSS PER PLAN @6"O.C. 2x FASCIA w (2) 16d O 4* @ 48 O.C. TO 3RD OUTLOOKERS @ 24" z � 2x4 #2 SYP P.T. CONNECTIONS MASONRY) U NAILS INTO TOP PLATE OUTLOOKER CONT') 4 BLOCKING @ 24" O.C. (2) 16d TOE NAILS LU Q 0 FHING PER PLAN GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" A _ WHERE O.H. IS > 1'-0", (1) 2x4 BRACE T-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO fro _ ®:.''^ ^' z \ mow 0P4 STUD TOP & BOTTOM 2x4 DIAGONAL BRACE DROP END GABLE w/ W EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. DOWN OF JACK Q ,__I PER PLAN TO STUD) PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d O 4* @ 48 O.C. TO 3RD OUTLOOKERS @ 24" z o 2x4 #2 SYP P.T. CONNECTIONS MASONRY) U NAILS INTO TOP PLATE OUTLOOKER Z BLOCKING @ 24" O.C. (2) 16d TOE NAILS 0 ' c� \ \ BRACE TO LEDGER i BAY REQ'D w/ O.C. TO RUN BACK TO a DOWN FOR u' i _ DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d \ HEADER PER PLAN IF STRONGBACK, SEE 1 ST COMMON TRUSS c N REQ'D. MIN (1) JACK & EXTERIOR SHEATHING, (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO \ a CHART—WITH (3) 12d TOENAILS. z LU w TO BOTTOM CONNECTION 0 ti 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ,. \ \ 1/2" x 8" J -BOLT @ 32" GABLE BRACING (+) CONNECT TO DROP I— O O.C. AND 6" FROM EA. J 4 INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ; PLATE W/ 112" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN •' P° IN CMU. OR SIMPSON SEE CHART GABLE WITH H2.5 CLIP. SIDE OF EA. STUD, � META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN > 0_iZ 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION CMU V VAULTED CONDITION CMU FOR REQ'D FLASHING MAX 2'-0" O.H.Ip U) � I PROVIDE 2x4 BRACE z I STRUCTURAL ENG. CFG / BAD J: = Lu I -STRUCT: TNT -- --- — QC CHECK CC JOB No. TM - 2152535 SCALE: TO EA. ADJ. DIAG. AS INDICATED DATE. 07/07/2016 — I— 0 SD3 9 FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 W 16d NAILS. PER CHART 0 (5) 16d NAILS BRACE 2x4'S @ 24" O.C. O GABLE BRACING @ 48" F= TO BLOCKING Z GABLE END O.C. NOT REG'D 6' /q A PROVIDE 2x4 BRACE FASTEN FROM EAVES FROM GABLE END TO EA. ADJ. DIAG. PER PLAN m W z' SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D Of 45° PER PLAN. 16d NAILS. Q GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 T-0" (1) 2x4 BRACE T-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING T- 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. IIPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE ITRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16 x 2 3/4 TAPCONS ft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d Wj END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ! ATTACH W/ (2) 1 Od NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG. ----`� TO BLOCKING U- UL Uj ``,IIU 1111// PROVIDE 2x BLOCKING .j •,•per rrr, ccm v o GABLE BRACING @ 48" PROVIDE 2x BLOCKING FOR NAILING I 3 O.C. MAX. 45° FROM FOR NAILING = HORIZONTAL 100) 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO fro _ ®:.''^ ^' z NAILS, TOENAILED @ mow 0P4 STUD TOP & BOTTOM SEE PLAN FOR0 0"0 LL m • P �j EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. DOWN OF JACK Q ,__I PER PLAN TO STUD) PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d O 4* INTO BLOCKING, (4) 8d END NAILS @ EA. o 2x4 #2 SYP P.T. CONNECTIONS MASONRY) U NAILS INTO TOP PLATE OUTLOOKER Z BLOCKING @ 24" O.C. (2) 16d TOE NAILS 0 SIMPSON H2.5(TYP.) c� W/ (2) 12d END NAILS BRACE TO LEDGER i HOLD WALL 3-1/2" V v @ EACH END a DOWN FOR u' i _ DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d HEADER PER PLAN IF NAILS @ EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING, (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a a FROM TOP OF WALL STUDS TYP. BASE z LU w TO BOTTOM CONNECTION 0 ti 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ,. 16" O.C. 1/2" x 8" J -BOLT @ 32" : DTC CLIP, (2) 8d NAILS I— O O.C. AND 6" FROM EA. J 4 INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ; PLATE W/ 112" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN •' P° IN CMU. OR SIMPSON � ANCHOR BOLT OR SIDE OF EA. STUD, � META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN > 0_iZ 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION CMU V VAULTED CONDITION CMU FOR REQ'D FLASHING T- 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. IIPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE ITRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16 x 2 3/4 TAPCONS ft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d Wj END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ! ATTACH W/ (2) 1 Od NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ - 32" O.C. GABLE TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN I TO MASONRY. AT �� MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32 O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY (G'E�0GABLE END AT VALLEY FRAMING 3/4"=1'-0" C 't #16 - 1 995 NOT USED 1/2"=1'-0" I \ / 3/4"=1'-0" I \'_� 1/2"=1'-0" I \ / COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i SIMPSON H10A DIAG. ----`� TO BLOCKING U- UL Uj ``,IIU 1111// .j •,•per rrr, ccm v o GABLE BRACING @ 48" PROVIDE 2x BLOCKING Q10 Cj '®° p 6 I 3 O.C. MAX. 45° FROM FOR NAILING = HORIZONTAL 100) ;x _j LLI Q (+/- a... BRACE NOT REQUIRED fro _ ®:.''^ ^' z 6' FROM EAVES. TRUSS PER PLAN mow 0P4 SEE PLAN FOR0 0"0 LL m • P �j SUPPORT AND TIE !fit !!!`!`` ll it DOWN OF JACK Q ,__I PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS U) ;. @ 48" O.C. FOR FIRST 3 U) BAYS SEE GABLE WALL PER PLAN" O 4* CONNECTION DETAIL FOR REQ'D MAY ALSO BE (FRAME WALLSHOWN; O",d+ o CONNECTIONS MASONRY) U T Z 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'Q ��¢� O 0 H c� i IY V v Q a u' i _ ' GABLE END @ FLAT CEILING w/ BOSTON HIP NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ - 32" O.C. GABLE TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN I TO MASONRY. AT �� MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32 O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY (G'E�0GABLE END AT VALLEY FRAMING 3/4"=1'-0" C 't #16 - 1 995 NOT USED 1/2"=1'-0" I \ / 3/4"=1'-0" I \'_� 1/2"=1'-0" I \ / COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i .j i i < o as 1 06 1 ,__I U) ;. W LU Z ��¢� O H i I � V v i W CO 1 1 � a z 0 ti 11 Z Z J I— O J � a � taW, �DY 00000 1 C4 > 0_iZ U LU y.00 0 � I z I STRUCTURAL ENG. CFG / BAD DRAFTING I -STRUCT: TNT -- --- — QC CHECK CC JOB No. TM - 2152535 SCALE: AS INDICATED DATE. 07/07/2016 SD3 9 NOTE: PIPE OR DUCT W/ PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN II II II TOP PLATE WIDTH PLAN NAIL PER PLAN I I II IIII INSTALL SIMPSON 2x4 STUDS PER 0 PSPN516Z W/ (12) 16d FRAMING PLAN • NAILS TYP. TOP & BOT. PROVIDE 2x4 ON TOP FLATWISE (2) 16d BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" *� DOUBLE 10d @ 3" O.C. LAP SPLICE 48" MIN & • 1" EDGE 1 1/2" EDGE =U _IL --------- TOP PLATE ATTACH W/ TOP SPLICE ++ + 10 (2) 10d NAILS O.C. PATTERN ON THIS _ — 2x4 BEYOND AGAINST Q8'M� N. 2x8 STUDS NAIL AS SHOWN (5) 10d 10d x 3" COMMON ATTACH 2x STUDS TO 1 BEYOND SEE PLAN SYP #2 LEDGER w/ (2) TOP PLATE W/ (4) 16d SIMPSON LSTA30 W/ SHEATHING DIAGRAM NAILS ((2) ON EA. SIDE) 2x4 #2 SPF F1 EXTERIOR SHEATHING SCHEDULE TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO @ 6" O.C. 2x12 AT CONDITIONS TOP PLATE W/ (4) 16d ' 2 1/2" NAILS ((2) ON EA. SIDE) WALL TO PRECAST 2 8 STUDS PER DOUBLE 2x4 TOP III II II I INFO NOTES: III-� 1— — 71— PLATE L � 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN II II II 2x4 PT LEDGER W/ PLAN NAIL PER PLAN I I II IIII 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ¢ 0 IIII NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) SEE ELEV. FOR SEE ELEV. FOR PROVIDE 2x4 ON TOP FLATWISE (2) 16d BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" 2 1/2" EDGE OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 10d NAILS 1" EDGE 1 1/2" EDGE =U _IL --------- TOP PLATE ATTACH W/ ATTACH PER NAILING ++ FLOOR SYSTEM O7 10 (2) 10d NAILS O.C. PATTERN ON THIS _ — 3/4"=1'-0" (SOLID BLOCK W/ 2x6) DETAIL NAIL AS SHOWN (5) 10d 10d x 3" COMMON OPENING SIZE 1 BEYOND SEE PLAN SYP #2 LEDGER w/ (2) PRE-ENGINEERED SIMPSON LSTA30 W/ SHEATHING DIAGRAM @ 24" O.C. w/ EXT. 2x4 #2 SPF F1 EXTERIOR SHEATHING SCHEDULE ROOF TRUSS - SEE ❑ @ 6" O.C. 2x12 AT 3/4"=1'-0" BLOCKING @ 24" O.C. 2 1/2" p z WALL TO PRECAST Al NAILING SCHEDULE & w/ (2) 16d END NAILS SIMPSON H3 CLIP SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF z W EACH END p 1 1/2" zCIIJ SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER w MORE INFO & +; CONNECTION O 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ CONNECTION + + 2x BRG WALL, SEE 1/4" X SIMPS.7 STAGGERED INTO TRUSS & 3 12d () EACH VERTICAL "" ABU POST BASE PER PLAN FOR STUD SIZE & i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL O.C. MAX.; SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO. N UNDER GIRDER TRUSS N i I LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D '� 2x8 #2 SPF VERTICAL LINTEL PER PLANLINTEL PER PLAN N SDS SCREWS @ 16" @ 24" O.C. w/ EXT. e O.C. MAX.; 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. .Q SHEATHING PER SEE FOUNDATION 2x BLOCKING U w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & SYP #2 LEDGER w/ 1/4" V (2) 2x 70P PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. s. 4 12d NAILS EACH •. SIMPSON LSTA24 EACH N SPACED EVENLY SPACED EVENLY TRUSS MEMBER 10d x 3" COMMON STUD ATTACH 2x TO VERTICALLY VERTICALLY DESIGNED FOR OVERLAP TOP PLATE 10d x 3" COMMON OPP. BUILT-UP W/ (2) C7 CDO CORNER COLUMN FRAMING PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. AT CORNER SIDE POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR z ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z z BUILDER BUILDER BUILDER BUILDER 6F�lSECTION @DOUBLE BEARING AF1'kSTEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER NAIL BOTTOM PLATE I I a - I I a TO CORNER STUD a 00 00 PACK w/ (4) 10d NAILS can TYP. AT ALL EXTERIOR x 00 CONDITIONS FRAMING PLAN 10d x 3" COMMON TOP SPLICE OPP. SIDE Sor�oM SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x4'. (2> 2x6'. (2) 2xs's DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8" O/C PLATE (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V-0" "-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � 3/8„ SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. l./ NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 1 7 � z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING —_--_—_—_ _---_---_ — w0 _ (1) ROW OF 8d COMMON NAILS@3"O.C. L0 A' =NAIL SPACING g I� U = Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON °I 20VF'9b OV &n ROOF SHEATHING, II I I II II II w w U- 3 � NAILS @ 3" O.C. 1/2„ A 44 ip FOO ENHPER PLAN 2� <F c<gp�r0 FASTEN PER PLAN 1111 (( I I I I I I o. z O l°J NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 N & Ty % -11— - — - _ -- — — LL U) z COMMON NAILS @ 3" O.C. — a — ° O'cOy Opp `S III III I I I I I WALL SHEATHING O =(D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL ° SPLICE, SEE SPLICE ti 2x4 FRAMING @ 24" III III I I I I I EDGES 6„ O.C. U.N.O. ON PLANS A 1/2” 2x4 FRAMING @ 24" O.C. MAX. DETAIL. MAX 1/8 w g III OPENING III I I I I I I SPACE BETWEEN W5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 4 w � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III I I PANELS = COMMON NAILS @ 3 O.C. NAILS AT JOINT III 3 II I I I I I PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" -� PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, �- TOP & BOTTOM @ 4" O.C. III III I I II II � _j SHEATHING SPLICE, :::: III OPENING III II II (I SEE PLAN FOR MORE w L n (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 0 z Q W U) 0 C C C u 0 EDGE DISTANCE PER r #r- 10dx3" SHEATHING & GYPSUM WALLBOARD BLOCKING III II II I INFO III-� 1— — 71— SEE ROOF SHEATHING, L � IIII II II II 2x4 PT LEDGER W/ PLAN NAIL PER PLAN I I II IIII 1/4 x4 TAPCONS 12 2x4 LEDGER W/ (2) 16d @ 2x FRAME WALL PER NAILS @ 16" O.C. ¢ 0 IIII II II II ❑ = SEE ELEV. FOR SEE ELEV. FOR I I II IIII FLATWISE (2) 16d J 00 u L L= III IL U)� LL 00 m —i -- — =U _IL --------- 12d NAILS @EACH EIND NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE ++ FLOOR SYSTEM O7 LL0 �" L — — — — _ — 3/4"=1'-0" CUT TO FIT 2x BOTTOM PLATE NAIL AS SHOWN (5) 10d TOP & BOT., 2x8 TO OPENING SIZE 1 BEYOND SEE PLAN SYP #2 LEDGER w/ (2) PRE-ENGINEERED SIMPSON LSTA30 W/ SHEATHING DIAGRAM @ 24" O.C. w/ EXT. 2x4 #2 SPF F1 EXTERIOR SHEATHING SCHEDULE ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT 3/4"=1'-0" BLOCKING @ 24" O.C. SHEATHING & GYPSUM WALLBOARD BLOCKING PER PLAN 2x FASCIA PER PLAN 2x FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS SEE ROOF SHEATHING, JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 2x4 #2 SPF BEAM INTO LONG SPAN AS INDICATED ON BEAM 2x4 PT LEDGER W/ PLAN NAIL PER PLAN NAILING PER 1/4 x4 TAPCONS 12 2x4 LEDGER W/ (2) 16d @ 2x FRAME WALL PER NAILS @ 16" O.C. SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SCHEDULE O.C. PLAN DOUBLE TOP PLATE 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR MORE INFO & w/ (2) 16d END NAILS FLATWISE (2) 16d O.H. SIZE O.H. SIZE SIMPSON SP4 OR SP2 NAILS EACH END SHEATHING SPLICE DETAIL CONDITION@ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF EXT. BEAM PER PLANPT -.......r NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF @EACH STUD 12d NAILS @EACH EIND NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE ++ . x REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 2x12 BOX HDR w/ 2x8's 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 10d x 3" OPP. SIDE OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3/4"=1'-0" SEE ROOF SHEATHING, H 2x4 #2 SPF BEAM INTO LONG SPAN AS INDICATED ON BEAM PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SIMPS. SDS SCREWS @ DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS 16" O.C. MAX.; SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END EXT. BEAM PER PLANPT -.......r POST PER PLAN @EACH STUD 12d NAILS @EACH EIND (2) 1/4" X 3%" SIMPS. SD; SCREWS @ 16" O.C. ++ . x MAX.; 2x12 BOX HDR w/ 2x8's TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL SYP #2 LEDGER w/ (2) 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 Al NAILING SCHEDULE & w/ (2) 16d END NAILS SIMPSON H3 CLIP SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ` ++ + i (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +; CONNECTION O 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ CONNECTION + + 2x BRG WALL, SEE 1/4" X SIMPS.7 STAGGERED INTO TRUSS & 3 12d () EACH VERTICAL "" ABU POST BASE PER PLAN FOR STUD SIZE & i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL O.C. MAX.; SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO. UNDER GIRDER TRUSS MORE BRG. WALL INFO i I LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D '� 2x8 #2 SPF VERTICAL LINTEL PER PLANLINTEL PER PLAN U.N.O. SDS SCREWS @ 16" @ 24" O.C. w/ EXT. e O.C. MAX.; 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. .Q SHEATHING PER SEE FOUNDATION 2x BLOCKING U w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & SYP #2 LEDGER w/ 1/4" (2) 2x 70P PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. s. 4 12d NAILS EACH •. SIMPSON LSTA24 EACH SIDE VIEWBASE OF POST @ SPACED EVENLY SPACED EVENLY TRUSS MEMBER O.C. MAX. STUD ATTACH 2x TO VERTICALLY VERTICALLY DESIGNED FOR 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 CDO CORNER COLUMN FRAMING PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER 6F�lSECTION @DOUBLE BEARING AF1'kSTEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER 1/2"=1'-0" 1/2"=1'-0" 10d x 3" OPP. SIDE 3/4"=1'-0" 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN H 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN z SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS v EXT. BEAM PER PLANPT -.......r POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD; SCREWS @ 16" O.C. MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY X 1/4" x 2 3/4" TAPCONS Al EXT. BEAM PER PLAN 12 12" O.C. _7SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR O T S O TO STUDS OR BEAM w/ PT POST PER PLAN 1/4" X SIMPS.7 CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; e 5/8" THREADED ROD w/ TO GABLE END STUDS ' 0 NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. ry SDS SCREWS @ 16" FASCIA PER e O.C. MAX.; COMMUNITY SPECS . ° d a SEE FOUNDATION TO MASONRY w/ 2X4 P7 U 2x4 SYP #2 OR �. 4.0 PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED — INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEWBASE OF POST @ w O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY CDO CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" 10d x 3" OPP. SIDE WCE PER Z I J � m W Qf 0 � d O J .. W LLI O ROOF SHEATHING, ai O Q U FASTEN PER PLAN C z hia J LLi Q Z i ��► m W J Q � 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O MEMBER, TYP. (MAX. U) 24" O.C.). IF MASONRY, �' 0' USE (2) 1/4" TAPCONS °''ru: COf N w/ MIN. 2" EMBED. @ O V� o 24" O.C. U z r z 0 ;: z TRUSS PER PLAN ¢ a o O �C U W WOOD/MASONRY _ +' WALL OR TRUSS, SEE U_ PLAN (TRUSS SHOWN) O Q z 0 1-1/2"=V-0" a LU o= UZ 0 J 0 Q w 5s ❑ cif W 0 .� o ? � Z O J 2x8 TO UNDER SIDE OF U < Z .. ROOF SHEATHING O w O vi i = W Q ry� = W I.- 2x8 #2 SPF VERTICAL F' —I Z @ 24 O.C. w/ EXT. W W SHEATHING PER ♦ ^ NAILING SCHEDULE & ZQ W v (4) 12d NAILS EACH ❑ TRUSS MEMBER (TOP _ AND BOTTOM CHORDS U ALONG W/ WEBBING) UQ Z 2x8 w/ (2) 10d NAILS @ g EACH VERTICAL W a z Q o 1/2"=1'-0" Q Z O 0 ti 11 J T Z 0 OJ Z Q W Y H _ 0000 1 Nm o O J Z a LLJW 13W Fn Q la—�N W -7� STRUCTURAL ENG CFG / BAD O DRAFTING: -STRUCT: TNT QC CHECK CC H JOB No. TM 2152535 .rm Z -- - - - - . -- - � SCALE: AS INDICATED DATE: 07/07/2016 1 - 1 995 !c nA 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. x H z W W X 'z O O N z 0- O ry E U w W WCE PER Z I J � m W Qf 0 � d O J .. W LLI O ROOF SHEATHING, ai O Q U FASTEN PER PLAN C z hia J LLi Q Z i ��► m W J Q � 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O MEMBER, TYP. (MAX. U) 24" O.C.). IF MASONRY, �' 0' USE (2) 1/4" TAPCONS °''ru: COf N w/ MIN. 2" EMBED. @ O V� o 24" O.C. U z r z 0 ;: z TRUSS PER PLAN ¢ a o O �C U W WOOD/MASONRY _ +' WALL OR TRUSS, SEE U_ PLAN (TRUSS SHOWN) O Q z 0 1-1/2"=V-0" a LU o= UZ 0 J 0 Q w 5s ❑ cif W 0 .� o ? � Z O J 2x8 TO UNDER SIDE OF U < Z .. ROOF SHEATHING O w O vi i = W Q ry� = W I.- 2x8 #2 SPF VERTICAL F' —I Z @ 24 O.C. w/ EXT. W W SHEATHING PER ♦ ^ NAILING SCHEDULE & ZQ W v (4) 12d NAILS EACH ❑ TRUSS MEMBER (TOP _ AND BOTTOM CHORDS U ALONG W/ WEBBING) UQ Z 2x8 w/ (2) 10d NAILS @ g EACH VERTICAL W a z Q o 1/2"=1'-0" Q Z O 0 ti 11 J T Z 0 OJ Z Q W Y H _ 0000 1 Nm o O J Z a LLJW 13W Fn Q la—�N W -7� STRUCTURAL ENG CFG / BAD O DRAFTING: -STRUCT: TNT QC CHECK CC H JOB No. TM 2152535 .rm Z -- - - - - . -- - � SCALE: AS INDICATED DATE: 07/07/2016 1 - 1 995 !c nA 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. x SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES OL BEARING SEE PLAN ly SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WIFJDOW 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 DBL. TOP PLATE 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER TRUSS STRAP -SEE PLAN FOR SIZE AND ROOF TRUSSES AT 24" STRUCTURAL COL PER PLAN FOR SIZE AND 9 O.C. FRAMING PLAN FORREQ'D # OF STUDS REQ'D # OF STUDS , NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: ALL FLOOR , . FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR _ FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF �.�''• = INFORMATION NO MOISTURE I I-� ': I I -III= FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER (FELT PAPER MASONRY ATTACHED = I ---I ATTACH 2x STUDS W/ BARRIER (FELT PAPER OR SIM) IS PROVIDED=lel= - PER NAILING BEARING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR • 1/8" GAP BETWEEN FOR FLOOR. SEE PLAN STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON ,.: SHEATHING AND CONNECTION MASONRY NOTE: WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SMALLfiso TYPICAL TWO STORY COL. @ GIRDER fiS'O 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR WD. HD. HT. ' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN POWERS STEEL SILL 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE ATTACH PER NAILING TYP. @ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ .. BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" OCSHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM VERT REINF. BEYOND END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)IN 16dNAILS;TRUSS BOTTOM) PLATEEA. FLOOR FRAME 2x4 KNEE (2) H5 LOO MASONRY WALL PER ,�. WALL, STUDS 16" 16d NAILS; BOTTOM @ RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ 2) 16d NAILS @ BRG DIRECTLY ON BOTTOM PLATE, SLIT PLAN .�f.; CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU DIRECTLY ON CMU SEE TRUSS LAYOUT6 FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR ACCOMMODATE PLAN FOR MORE INFO (2) ROWS 8d NAILS @ FOR HANGER FIN. FLR. 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP _(2) 5/8" TYPE "X" WHEN CONNECTION „ 0'-0" (2) 5/8„ TYPE „XWHEN 3” O.C. WALL � ,� SHEATHING TO EA. °r IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON : • r 3" O.C. WALL r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR GRADE MASONRY WALL MASONRY WALL PER PLAN + ��' SHEATHING TO PLAN . � MASONRY OR MTS12 BLOCKING. w/ (4) 16d BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN A-S�oTYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION (gA CANTILEVERED FLOOR TRUSS CONNECTION fiSik FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED g CL Ix w a w SLOPE 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED I PER NAILING s SCHEDULE CONTRACTOR TO Q PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" �r 3/4"=1'-0" SEE FRAMING PLAN Q FOR FLOORcli CONNECTIONS a m ,_-: ci � q_ O O CONNECTION w" HEADER CONNECTION @ 2nd FLOOR HIGH BM o W Z u.i v J U a; U •, W D f w 06 SIMPSON MSTAM36 LL LL ❑ Ur T Z� DOUBLE 2x TOP PLATE O DOUBLE 2x TOP PLATE j J SOLID SHEATHING @ O SOLID SHEATHING @ p O Q �y D _ vJ M Z 5 li �- TYPICAL TRUSS TO STRAP W/ (10) 10d TO w I— 2x BOTTOM PLATE U W 2x BOTTOM PLATE 0 HEADER HEADER W � Q Z FRAME CONNECTION. STUDS & (8) 1/4" X N 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F�<� SIMPSON SP4 w/ (6) 10d ��<<S NOTE: ALL FLOOR , . FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR _ FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF �.�''• = INFORMATION NO MOISTURE I I-� ': I I -III= FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER (FELT PAPER MASONRY ATTACHED = I ---I ATTACH 2x STUDS W/ BARRIER (FELT PAPER OR SIM) IS PROVIDED=lel= - PER NAILING BEARING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR • 1/8" GAP BETWEEN FOR FLOOR. SEE PLAN STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON ,.: SHEATHING AND CONNECTION MASONRY NOTE: WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SMALLfiso TYPICAL TWO STORY COL. @ GIRDER fiS'O 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR WD. HD. HT. ' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN POWERS STEEL SILL 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE ATTACH PER NAILING TYP. @ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ .. BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" OCSHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM VERT REINF. BEYOND END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)IN 16dNAILS;TRUSS BOTTOM) PLATEEA. FLOOR FRAME 2x4 KNEE (2) H5 LOO MASONRY WALL PER ,�. WALL, STUDS 16" 16d NAILS; BOTTOM @ RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ 2) 16d NAILS @ BRG DIRECTLY ON BOTTOM PLATE, SLIT PLAN .�f.; CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU DIRECTLY ON CMU SEE TRUSS LAYOUT6 FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR ACCOMMODATE PLAN FOR MORE INFO (2) ROWS 8d NAILS @ FOR HANGER FIN. FLR. 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP _(2) 5/8" TYPE "X" WHEN CONNECTION „ 0'-0" (2) 5/8„ TYPE „XWHEN 3” O.C. WALL � ,� SHEATHING TO EA. °r IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON : • r 3" O.C. WALL r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR GRADE MASONRY WALL MASONRY WALL PER PLAN + ��' SHEATHING TO PLAN . � MASONRY OR MTS12 BLOCKING. w/ (4) 16d BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN A-S�oTYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION (gA CANTILEVERED FLOOR TRUSS CONNECTION fiSik FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED g CL Ix w a w SLOPE 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED I PER NAILING s SCHEDULE CONTRACTOR TO Q PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" �r 3/4"=1'-0" SEE FRAMING PLAN Q FOR FLOORcli CONNECTIONS a m ,_-: ci � q_ O O CONNECTION w" HEADER CONNECTION @ 2nd FLOOR HIGH BM o Z u.i v J U a; U •, W D f w 06 SIMPSON MSTAM36 LL LL ❑ Ur T Z� DOUBLE 2x TOP PLATE O DOUBLE 2x TOP PLATE j J SOLID SHEATHING @ O SOLID SHEATHING @ p O Q �y _ vJ M Z 5 li �- TYPICAL TRUSS TO STRAP W/ (10) 10d TO w I— 2x BOTTOM PLATE U W 2x BOTTOM PLATE 0 HEADER HEADER W � Q Z FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F�<� SIMPSON SP4 w/ (6) 10d ��<<S SIMPSON SP4 w/ (6) 10d W ° Q z J p O� 11 Z SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER w Z J O O0 W ATTACHED PER SyFFT x1-1/2" @ 24" O.C. (USE tiFFp x1-1/2" @ 24" O.C. (USE z W 0 � H W 0000 1 sC4.Im _ CONNECTOR NOTES TO LINTEL COURSE. O JZ NAILING SCHEDULE U J w O Lu O cn NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP6 @ 2x6 STUDS & V w STRUCTURAL ENG CFG / BAD I _ USE SIMPSON p H -STRUCT: TNT Q- QC CHECK CC - -- -- - - F— Z JOB No. TM- 2152535 STRAP (MAX 10° LU SP8 @ 2x8 STUDS) STRAP (MAX 10° ..- . _...__ 07/07/2016. . SP8 @ 2x8 STUDS) N #16 - 1995 SD5 MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d �— REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP _ (2) 2x SPF TOP PLATE O � BUILT-UP COLUMN �� �� 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLANV 4 I INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN O 26" DEEP \ FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND w W �- PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. _ ❑ SYSTEM - IF NO FLOOR LINTEL COURSE OR • \ EXTERIOR SHEATHING HEADER SIZE & REQ'D HEADER SIZE & REQ'D LO SYSTEM INSTALL KNEEWALL &PROVIDE INTO FILLED CELL USE 0 \ (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 01 JAMB STUDS w p SOLID BLOCKING 1/4" X 1 3/4" TITENS) U.N.O. FLOOR TRUSS PER STRAP W/ (11) 10d TOEXTERIOR STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL SHEATHING FROM TOP OF WALL O UNDER COLUMN \ PLAN U.N.O.IF FRAMING PLAN FOR PER PLAN HEADER IS UPSET TO BOT. RIBBON, NAIL (D Z ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN p /- -BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET �_ > > t OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS m W ; FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d p TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. No MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS BARRIER (FELT PAPER OR SIM) IS PROVIDEDOF 3/4"=l' -O"3/4 -1 -0 TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x �ILIUIIItr�� w M SILL (MAX OPEN'G LARGER THAN 4FTT: (2) SILL PLATE w/ (2) 10d xL �►[ op r a REFER TO PLAN FOR WIDTH 4'-0"). USE A35 CLIP 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW LARGER THAN 4FIT 2 � � OQ. �� ����'�+ L oo J FLOOR STUDS BUILT-UP COLUMN 2x 2ND SEE PLAN FOR MORE (2) SIMPSON LSTA18 AT EA. END FOR OPENINGS GREATER CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ 2x CRIPPLE STUDS u., rl 2x SILL PLATE w/ A35 ,� aA .• . j _ Z m I INFO. AT EA. END NAILED TO CLIPS EACH SIDE w/ * -� Q U STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS O STUD PACK w/ 10das D BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16 O.C..". • -'t : Q PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. 2 10d TOENAILS O Q . J z p COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T T&B (PLYWOOD to SHEATHING REQ'D rer,.� ��.. Q O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END r 2 T&B) r,� �� PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE • WIDTH 4'-0"). USE A35 tttNo�� 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR Q ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ 2 -STORY WALL FLOOR w/ (14 10d NAILS :. ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD. THAN 4' BUT LESS THAN 6'✓ F- p SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN LINTEL COURSE OR \ / wr' INFO. �- REFER TO FLOOR TRUSS TO MASONRY WALL FLOOR W/ (14) 10d NAILS INTO FILLED CELL USE 1/4 X 1 3/4 TITENS) \ " • \ 2x TOP & BOT. RIBBONS, CONT. SIMPSON LSTA30 w/ (11) 10d TO STUDS ABOVE PLATE U.N.O. O QE c� NOTE: ALL FLOOR , . FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR _ FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF �.�''• = INFORMATION NO MOISTURE I I-� ': I I -III= FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER (FELT PAPER MASONRY ATTACHED = I ---I ATTACH 2x STUDS W/ BARRIER (FELT PAPER OR SIM) IS PROVIDED=lel= - PER NAILING BEARING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR • 1/8" GAP BETWEEN FOR FLOOR. SEE PLAN STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON ,.: SHEATHING AND CONNECTION MASONRY NOTE: WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SMALLfiso TYPICAL TWO STORY COL. @ GIRDER fiS'O 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR WD. HD. HT. ' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN POWERS STEEL SILL 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE ATTACH PER NAILING TYP. @ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE TRUSSES @ 24" O.C. 2x BLOCKING FOR TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ .. BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" OCSHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM VERT REINF. BEYOND END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)IN 16dNAILS;TRUSS BOTTOM) PLATEEA. FLOOR FRAME 2x4 KNEE (2) H5 LOO MASONRY WALL PER ,�. WALL, STUDS 16" 16d NAILS; BOTTOM @ RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ 2) 16d NAILS @ BRG DIRECTLY ON BOTTOM PLATE, SLIT PLAN .�f.; CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU DIRECTLY ON CMU SEE TRUSS LAYOUT6 FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR ACCOMMODATE PLAN FOR MORE INFO (2) ROWS 8d NAILS @ FOR HANGER FIN. FLR. 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP _(2) 5/8" TYPE "X" WHEN CONNECTION „ 0'-0" (2) 5/8„ TYPE „XWHEN 3” O.C. WALL � ,� SHEATHING TO EA. °r IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON : • r 3" O.C. WALL r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR GRADE MASONRY WALL MASONRY WALL PER PLAN + ��' SHEATHING TO PLAN . � MASONRY OR MTS12 BLOCKING. w/ (4) 16d BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN A-S�oTYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION (gA CANTILEVERED FLOOR TRUSS CONNECTION fiSik FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED g CL Ix w a w SLOPE 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED I PER NAILING s SCHEDULE CONTRACTOR TO Q PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" �r 3/4"=1'-0" SEE FRAMING PLAN Q FOR FLOORcli O a m ,_-: ci � q_ O O CONNECTION w" HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" a_ u.i v J U a; U •, W D W w 06 FLOOR GRIDER OR LL LL ❑ Ur T Z� O Z BEAM p O cn Z O HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" a_ u.i v J a; U Z 0 W❑ W D W w 06 LL LL ❑ Ur T Z� O Z O j J U O Z O Q �y _ vJ M Z 5 W ~ O Z 0 w I— U W 0 .� c) � Q Z 0 w 0 z Q ° Q z J p O� 11 Z 0 w Z J O O0 W U) Z W 0 � H W 0000 1 sC4.Im o p O JZ z U J w O Lu O cn p F- 2 — 0 w STRUCTURAL ENG CFG / BAD („) DRAFTING: p H -STRUCT: TNT Q- QC CHECK CC - -- -- - - F— Z JOB No. TM- 2152535 AS INDICATED LU U).DATE�: < <u, ..- . _...__ 07/07/2016. . #16 - 1995 SD5 PYRI HT MCD 2014Th ' f t• 4 d . th• d t ht d d ' th I ' t f MONTA CONSULTING A. DESIGN OF WRAP & R ASSOCIATES LLe ti" An use lication or transfer of these documents without the expressed written consent oM f ONTA CONSULTING F WMRS LLC &DESIGN O&ASSOCIATEis strictl rohibited CO G e H orma Ion con alne In IS ocumen Is copyl !j a an Is a VAI,USIVe proper y o y p y p ZX bKU WALL VV/ E/ 1/2" 2X bKG WALL W/ PER ELEV. SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE FROM TOP OF WALL USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON 7 EA. STUD TO WALI ATTACH PER NAILING 2x BLOCKING W/ 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TOENAILS EACH END E CONNECTED w/ MTS 12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN 12d NAILS @ 12" O.C. ATTACHED PER 2x BLOCKING W/ (2) '12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP AL 1 PLAN FRAME WALL 2x8 #2 SYP P.T. SII EPO (2) 2x4 #2 SYP BLOCKING w/ SIMPSON PLAT w HUC24-2 EACH END, ANCHOR BOLT OI BLOCKING w/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN EMBED. @ 32 O.0 NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY}— FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2.LOW ROOF TRUSS SEE !` SEE ARCHS FOR — LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY(SHOWN) ON MASONRY USE MASONRY (SHOWN) OR MASONRY WALL P OR WOOD WALL PER META16 @ 24" O.C. OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION RAISED HEEL TRUSSfiS1SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLLIN 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 ''^"'^r!" o" OTHERS EXTERIOR SHEATH("'^ FROM TOP OF WALT TO BOTTOM OF SILT PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING (SIMPSON 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 I LEDGER AT GIRDER NOT USED (3) SCREWS FOR 24" I SIMPSON LUS26. U: 'RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 2 PLANIDRAWINGS L_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) LEDGER @ OPEN TO BELOW 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" 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 F121 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER ELEV. PER PLAN 2x4 CONT, W/ (2) 12d 2x #2 SPF STUDS @ 16" NAILS TO EACH STUD EXTERIOR SHEATHING. 2x8 #2 SYP SILL PLATE FROM TOP OF WALL TO W/Y2' EPDXY ANCHOR FROM TOP OF WALL OR J -BOLT @ 32" O.C. GIRDER SEE PLAN FOR W/ MIN, 7" EMBEDMENT TO BOTTOM OF SILL & 6" FROM EACH END INFO. IF WALL W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d PLATE ATTACH PER J lh LSTA18 STRAPS ARE (2) 2x HEADER NAILING SCHEDULE GIRDER BELOW 0 ROOF SHEATHING — MORE INFO IF OSEE ATTACH PER NAILING O ISIMPSON H2.5 EA. TRUSS I SCHEDULE SEE FLOOR PLAN ATTACHED PER REVIEW THREADED ROD SPACING PRE-ENGINEERED — 1 I I TRUSS PER PLAN BOTTOM OF FLOOR SYSTEM QLU 1 2x6 #2 SYP CONT. FOR MORE INFO Y -° ' LEDGER W/ (2) Y4"x3-1/2" ID SIMPSON LUS26. USE 0 RECESS LEDGER INTO SDS O SCREWS WO @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3„ TRUSS SOLID BLCOKING WITHIN FLOOR SYSTEM ITRUSS. TRUSS SHOP FROM EA. END -USE (3) -- I IDRAWINGS L_ SCREWS FOR 24” O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO --- -- - 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX..SE )16° NIS) SHEATHING TO F- 1 BLOCKS W/ 8d NAILS @ W 1 D04 LEDGER @ LOW ROOF 1 3/4"=1'-01, O 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" 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 F121 SECTION @ OPEN TO ABOVE 1-1/2"=1'-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 2x4 CONT. W/ (2) 12d FLOOR SSYST M BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEES FLOOR FRAMING PLAN FOR MORE INFO 7 SEE 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" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD ° @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFlN BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. 12 PER ELEV. PER PLAN 2x4 CONT, W/ (2) 12d 2x #2 SPF STUDS @ 16" NAILS TO EACH STUD O.C. w/ EXT. SHEATHING 2x8 #2 SYP SILL PLATE FROM TOP OF WALL TO W/Y2' EPDXY ANCHOR BOTTOM OF TRUSS/ OR J -BOLT @ 32" O.C. GIRDER SEE PLAN FOR W/ MIN, 7" EMBEDMENT WINDOW ATTACHMENT & 6" FROM EACH END INFO. IF WALL (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 2x4 CONT. W/ (2) 12d FLOOR SSYST M BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEES FLOOR FRAMING PLAN FOR MORE INFO 7 SEE 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" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD ° @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFlN BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d PER ELEV. U PLATES U.N.O. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO O1/2" A BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR (— WINDOW ATTACHMENT MORE INFO MAX 5" FROM KING STUD INFO. IF WALL W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SHEATHING ISN'T CONT. J lh LSTA18 STRAPS ARE (2) 2x HEADER REQ'D FROM STUDS TO GIRDER BELOW 0 SEE LD02/SD4 FOR MORE INFO IF OSEE TRUSSES ARE O PARALLEL TO WALL 1 ROOF SHEATHING SEE FLOOR PLAN ATTACHED PER REVIEW THREADED ROD SPACING NAILING SCHEDULE 1 0 1 BOTTOM OF FLOOR SYSTEM QLU 1 SCHEDULE DIAGONAL AS SHOWN. FOR MORE INFO Y 1 1 0 1 UNDER 2ND STORY COLUMNS, PROVIDE 0000 FASTEN ROOF Q SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1"=1'-0" Z W i ilr pp �� O I— If 06.P1 lql��m U_ SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W U PLATES U.N.O. a O1/2" A THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR 2nd STORY WALL NAILS @ EACH END. (— MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < J lh P000000 (2) 2x HEADER NAILS INTO HEADER BOTTOM PLATE BLOCK ADJACENT 0 IF PORTIONS OF THIS WALL C OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 Z SEE FLOOR PLAN ATTACH PER NAILING BAYS @EACH REVIEW THREADED ROD SPACING 1 1 0 1 BOTTOM OF FLOOR SYSTEM QLU 1 SCHEDULE DIAGONAL AS SHOWN. 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INFO 1 1 1 1 r.rr rr.1 lu1'1 ri. r� 1 1 q 1 Z W i ilr pp �� O I— If 06.P1 lql��m U_ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. #16-19`95 m 0 Z „ U o C) 0 * V "uI ii C) j . a J z a Q ��W W 06 z� Z4 0 0 �N _ W Z�� - _j 0 SO O ' W V/ C J Noma U a O1/2" A THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER L MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d < J lh P000000 NAILS INTO HEADER IF PORTIONS OF THIS WALL C OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. 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Z 1 0 QLU c tY D Y 0 1 0000 � N )O J Z I— iWLL--� ..� O Q J STRUCTURAL ENG: CFG / BAD DRAFTING: ) i _-STRUCT: TNT QC CHECK CC = JOB No. TM - 2152535 J SCALE: AS INDICATED J DATE: 07/07/2016 C ace STANDARD (3)2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END 7r SIMPSON A34 CLIP TO W OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK Q H LINE UP 2xJOIST IN z LINE WITH MIDDLE D STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING W w SIMPSON A35 / A34 CLIP TO FLOOR v Z SYSTEM & LANDING o FRAMING 2xJOISTS @ LANDING F— @ 16"O.C. W/ SIMPSON z 0- A35 OR LUS26 HANGER O z ON EACH SIDE W U o p Lu 6" MIN. U) � 0 W lo p U O z (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX 70, ATTACHING TO m W END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT = a STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. M 0 TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. 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TOP AND (3) 2x12 2x8 BOTTOM CHORD (2) 2x12 2x6 -777777 -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'_0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING g _p 00 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 81-011 (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND GINE @ MID -SPAN A (2) 2x12 SUPPORT A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, ATTACHING TO = I I I MASONRY WALL) CONT I I I I 2x6 VERTICAL @ 6 -0' LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I I I I I O.C. MIN. AND @ ANY x 3 1/2" TITENS @ 16" 10d NAILS 4" O.C.--� @ I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF OPENING W/IN LANDING FOR TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO NOTCH SILL PLATE TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" p w BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END VERTICAL MIN. (3) 2x4 SPF #2 NOTCH SILL AND DISTANCE OF 1-1/2" 0 COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 814" 12'-0" (2) 2x12 2x6 6-0-1 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" Q (3) 2x12 2x8 8'-0" 10'_0" (2) 2x12 2x6 6_0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T-0" g _p (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 81-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-01, (2) 2x12 2x8 T-0" T_0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN EQUALLY w NOTE: PLAN 0 SCALE: AS INDICATED ATTACHED PER PLAN� SPACED/CENTERED IN TRUSS SEE PLAN — - -- --- 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4' TRUSS TO OUTSIDE DATE: 07/07/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT uJ 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS C STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL # ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR � 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU � � 2 Ll1 Q z 3X2 0 SEE ARCH PLAN 2x4 CONT. TOP PLATE w MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z STUDS W/ (2) 16d TOE o LU 2x4 #2 SPF STUDS X I X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, tY 0 = 2x6 VERTICAL @ 6 -0' @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF O.C. MIN. AND @ ANY 10d NAILS 4" O.C.--� @ 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND L) OPENING W/IN (NOTCHED @ 2x6 � TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p w Fn KNEEWALLFOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING �- TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND O TO SLIDE DOWN T Q a 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS — @ ANY OPENING 2x4 CONT. TOP PLATE 0 Z 0 1` 11 (ATTACH TOP PLATE Z ~ ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d t - DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" TOE NAILS 3: Z Z ~ 0 SECTION X -X N.T.S. SDS WOOD SCREWS = J 0 EQUALLY I- SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p - Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z W a �e ATTACH TOP PLATE TO 3 " ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I- W ' 0 r STUDS 2/ (2) 16d TOE ' STUDS W/ (2) 16d TOE 3z' ATTACHED TO TRUSS z 0 00 0 NAILS NAILS I BELOW (OTHERWISE La � 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d 'S N m 24" ONAILS/(2) 12d IdtBOTTOM MAX. 4'-0" ABOVE FLOOR I TOENAILS @BOTTOM) 0 W Z 2x4 #2 SPF STUDS @ X X J W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. z W >.0 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO (D ­-) Q = I ACCOMMODATE 2x CONT. BRACE & 10d U) 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 0 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING 0 LL W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 Jaz"' W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS Z) STRUCTURAL ENG CFG / BAD TO SLIDE DOWN TO W/ (2) Y4'x3" SDS I C) DRAFTING: — — (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF_ SPACED & CENTERED °° -STRUCT: TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUS�� v i' J - QC - CHECK: — — -- CC TO TRUSS W/ (3) Xa" x 3"'' L-BRACE @ 6'-0" O.C. & a - -- .. ---- -— --- FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING ,. z JOB No. TM - 2152535 FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN EQUALLY w NOTE: PLAN 0 SCALE: AS INDICATED ATTACHED PER PLAN� SPACED/CENTERED IN TRUSS SEE PLAN — - -- --- 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4' TRUSS TO OUTSIDE DATE: 07/07/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT uJ 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS C STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL # ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR � 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. t °;;•