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HomeMy WebLinkAbout469 Red Rose Ln 17-2037 (a)LOT 299 - THORNBROOKE 40 's DARLINGTON - 2585 - ELEV. "B" GARAGE LEFT TAYLOR MORRISON THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDIX MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC W.N., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, 05-23-I1 CREATED LOT SPECIFIC PLAN FOR LOT 259 IN THORNBROOKE 40's, ELEVATION "B", GARAGE LEST W/ PLAN OPTIONS INCLUDING: STAIR RAILING, OUTLET IN GARAGE, (6) CEILING FAN PRE-WIRE5, (3) BAR PENDANT PRE-WIRE5, (6) RECE55ED CANS, (6) CABLE OUTLETS, BATH 3 OPTIONAL 51NK, 9' POCKET SLIDER AT FAMILY ROOM, 6' INTERIOR DOORS AT MAIN FLOOR AND RADIANT BARRIER. I.VV - UCIVCKHL IVVi CJ, 11VUCJC, JF'[1,1r11,Hl1VIVJ 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3B1 -FRONT ELEVATION 3B2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 -FLASHING DETAILS 3B4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE: PLANS EXAMINER .I DATE SANFORD BUILDiNC DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL COMES, 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 #�7 UPAR� GENERAL CONSTRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO F.B.C.R, 5TH EDITION (2414) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES M A HA ITA M5 A VE N T LE55 THAN 5/8 INCH 1159 ) TYPE "X" GYPSUM BOARD OR EQUIVALENT WHERE BENEATH HABITABLE ROOMS SHALL BE SEPARATED FRO LL B BLE 800 BO BY 0 mm THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2414) R102.3.5, EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/5 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, PER F.B.C.R, 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED 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 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED, PER F.B.C.R. 5TH EDITION (2014) R103.63 WATER RE515TIYE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C,R, 5TH EDITION (2014) R103h.5 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1,11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. 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 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H 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 CORRO510N-RE5ISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, • x ro Iso STATE STPLEEr EAST 0UXA4AR,FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANIKA, • DENVER 1994�� U ro a� ®o®® �•®® •®® 4•• ��''i�� CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE, i •® ®� �a FLOOD ZONE REQUIREMENTS: to o W q Lm cr) N L LL • cc � 0 0 � -a -0 �O 3�E _0� Y I, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW16 AND RW52:61 w;: C4 .0 -J f0 ®®®® �� y/ `!0 0QSc��` z STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1,11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. 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 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H 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 CORRO510N-RE5ISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, DWELLING / GARAGE OPENINGS: DAVIS BEWS DESIGN GROVP Iso STATE STPLEEr EAST 0UXA4AR,FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANIKA, • DENVER 1994�� 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 ®o®® �•®® •®® 4•• ��''i�� CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE, ® •® ®� �a FLOOD ZONE REQUIREMENTS: q ® �, PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. cc � 45PHALT 5HINGLE5 (IF APPLICABLE) ; ®®"•••®•• I, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW16 AND RW52:61 ®®®® �� 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 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, 11 i 11 ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION RW,2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : 0 a °"' THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) RW5.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR --r RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5D 15 DETERMINED IN ACCORDANCE WITH9 0 U. SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R. - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE II; OR A5TM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 144" AWAY OR OL05ER TUB AND 5HOWER ARE45; I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH ASTM 0288, C1325, 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; ne I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH; AND BE SEALED WITHIN THE SLAB U61NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH16 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 0*41 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 026 GAUGE (0.48r**4 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. J 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC SOFFIT, RIDGE VENT OR CRAWL SPACE. • 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH; THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib 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 5005TER • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL $HALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." TITLE 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, COVER SHEET GENERAL NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY 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'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 3'4"6.6" A/C PAD (SEF MECH. CONTRACTOR FOR LOC.) iI UR ELEVATIl'ON t.I OP_d 52'-4" AIR HANDLER LINES FROM UPPER FLOOR II_"YII II_811 PITCH 1/S'I / FT H.D. + TAYLOR MORR50N USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE a 01 INTERFACE PLAN SCALE: 1/4" = 11-0" GARAGE LEFT K 0 w 8" C.M.U. WALL ABV. w 0 Uo�o 0 -icoN;; 8" C.M.U. WALL rA1 O's 0) SII r L j 9 J N L L L1o`LL 0 0 ro2, aDti _6m 0 0� �0 N �. FL ,�c � Iii _ABy. _ 00 Z N G i I I I Z411A..IIP.V.C. 2 -0 TILE `�`' h �� 3/4" CONDENSATION DRAIN BY PLUMBER = "' SEAT SHOUIE II _UII INI i- — - 31.811 19 -0 5'-411 13'-8" ABV. I�CE55 i °� i I 10'-10" I I 8' I" 21 8" 28'-9" . I I 3/4" CONDEN5ATION DRAIN BY PLUMBER AIR HANDLER T", K, LINES FROM UPPER FLOOR 3/4" RECE58 `A FOR ENTRY Dig 12'-111 31.811 411 P.V.C. � I II -3" 2'-5° 18'-611 I 811 I N �I NOTE:21.1° ALL SLAB ANGLES i PAVER DRIVE / LEAD WALK m ARE AT 45° (UN.O.) r- -' REFERENCE LE Lu (ZE� /YA/TyION w - \\\ PROVIDE WATER \� PITCH i ,4 PITCH LINE FOR ICE MAKER J CJ. TO DRAIN I CJ, S 1/8" /FT. ------------ -------------------- -_ - _ b 314011 I AA N Z11 I\ — 76 SLAB i 3B2 61 " w / \ II OF REF, 31'-1011 S1-111 31-911 20'-011 I 811 G.C. VERIFY ACRYLIC ON LANAI I o - J 50 GAL: 811 Q11 I IL W.H. I U� 22L= o H.D. + TAYLOR MORR50N USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE a 01 INTERFACE PLAN SCALE: 1/4" = 11-0" GARAGE LEFT JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAK FLOR DA 34677 813. . 1300 TEL 813. 1800 FAX J1 /LSBEWS.COM °° ® rr WJoN�w . �®mss® ®°•®°.®. �®®�®® W �M d' 4 co 01% Z GCS LL c 0 o� rtoo 0 0 r*4 F� 0 =J. z H rrrrlrrar.•r�w11 '�. 2585 • TI TLE • SLAB INTERFACE PLAN • SHEET • K 0 w w 0 Uo�o 0 -icoN;; rA1 O's 0) SII r L j 9 J N L L L1o`LL 0 0 ro2, aDti _6m 0 0� �0 FL ,�c � Iii C,4 L Jo'. (0 0 00 Z N G JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAK FLOR DA 34677 813. . 1300 TEL 813. 1800 FAX J1 /LSBEWS.COM °° ® rr WJoN�w . �®mss® ®°•®°.®. �®®�®® W �M d' 4 co 01% Z GCS LL c 0 o� rtoo 0 0 r*4 F� 0 =J. z H rrrrlrrar.•r�w11 '�. 2585 • TI TLE • SLAB INTERFACE PLAN • SHEET • Y-6"64" A/C 14(o-1 S.F. TYPICAL MASONRY 1115 S.F. TOTAL LIVING DIRECT VENT DRYER GARAGE 455 S.P. WINDOW WIDTHS PAD (SEE MECH. ENTR�' AIR HANDLER 2011 2111. THRU EXT. WALL 5311 c ,Nr" o_ �No� CONTRACTOR FOR LOC.) �IIIM L T.O.M. LINES FROM TEMP. GL. ENCL. g'_4" UPPER FLOOR (D 24 SN. 13 SH, FLAT WEADER T.OM. 9'_41 N.B. �qn ON 42" H. LOUD WALL �. HD. AT 8'-011 HD. AT V-0" AT 64" A.F.F. AFF1 1— _--1 --- 1 13 514 1/2 33 5H 23 5H 33 5H ao cmI Z 20 5 5H. LAY. 5111 a 2 26 5N. 1/2 34 5H I I 34 5H PAD. W.C. _...._. — _._. - — _.._ — � � 1 z LTILI 0 II HD. AT 84" 1/2 35 5H I,= UTTL. 35 5H T.O.M. -I. PAVERS — _ — — °'Jkmo-s TEMP. GL. SNCL.ON 12" CLG, 16 5H PWDR, 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, UO) uj WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 8 42" H. LOW WALL HANSENI o ( 9 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW FLUSH FRAME 1 GLA55- F.G) 2'8k� o M. BATH DEN >�oX u, I 1 � g 41, CLG, TO FURRING CPT. TILE 9'-4" FLAT CLG. > „ „ 10-4 x10 -6 I__ —�tj ` , ENTRY I n Q MASTER SUTTE fL246-0 D M.C. FLAT CLG 1 2-4x8-0 ARCH FROM ,>«�9'-4" 9-4 PLT. HT. I Q T.O.M. „ 16-0'x14-4 �, o2i BFD 11 9 4// s -6 TO V-10" ��1b' I AFF. 9'-4" FLAT CLG. V-4" CLG. FLAT HDR. g 1 I CLG. // FOYER ALL EMERGENCY ESCAPE AND RESCUE OPENING$ SHALL COMPLY WITH R310 PER F,B.C.R, - 5TH EDITION (2014). * * * * * * gl_411 1 AT 4'41 9,-4" INSULATE CLG. /-5EE SECTION `' 5 5H, FLAT CLG WALLS I � I— (2) 2-6x8-0 � 9'-4" 1 9'-411 SLOPING I 2 5 OR V-411 AIR HANDLER CLG. LINE OF SECOND i CLG, CLG. I I VO UME CLG. LINES FROM BARREL ARCH FLOOR ABV, FLUSH FRAME `� UPPER FLOOR FROM 8'4611 �/ 1 TO FURRING R/5 1 UP \ \ TO 8'-1011 / / ' STAIR DATA: \ \ �- — IS RISERS AT `V \ LINE OF SECOND 1 o OPENING 1.38" EACH ARCH FROM \ \ I FLOOR ABV. I PAVER DRIVE / T.O.M. TO UNDER i 36 N. A WALK T.OM. v STAIRS I RAILING 10.00 TREADS CPT. TILE 84" TO 8'-a" \ ��o e� LED L 11 9 -4 AFF. I I INSULATE I \ ABOVE k /I G.C. Vj=RiFY I I�I i I GARAGE „ o Q ACRYLIC ca 2 STORY !9 4 \ I �I � r I 9� 4G PL�. HT. o I oN LANAI cLG. I cLG. \ - �i 1 I I I AA �-- - LANAI FAMILY ROOM ARCH FROM i DINING i \ / a KITCHEN I''- -' 9'-8"x14,-4" „ 11 ` I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. 1 I w 0 19'-6"x14 -0 8 -0 TO 8 -8 I 9'-4" PLT. HT. 2 -STORY VOLUME �,( I 9'-4" FLAT CLG i — I u, IN5 LATE WA LINE OF SECOND i I ''' I o a 4211 UPPER 1 0 FLOOR ABV. I ' I o CABINETS I I c; 1 , RANGE I 50 GAL. 'Z `-BOTT. OF LINTEL 7.OM. I I W/ HOOP I W.H. -' L _ — — — _ — - _.--- 1 AT $'-011 A.F.F. g'_41 T.L I O.H.C. 00 O.H.C. A.F.F. T,O.M. T.O.M. T.OM, 2 26 SH. T.O.M. T.O.M.N B. I Il II II HD. AT $'-011 11 I II 94 94 9-4 94 9-4 A.FF. AFF. AFF. REFER TO 5HEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 G.C. VERIFY V-011 H. INTERIOR DOORS AT MAIN FLOOR * * * * G.C. VERIFY RADIANT BARRIER HATCHING LEGEND INSULATE WALL M,41N FLOOR 14(o-1 S.F. TYPICAL MASONRY 1115 S.F. TOTAL LIVING WINDOW SCHEDULE GARAGE 455 S.P. WINDOW WIDTHS 139 S,F, ENTR�' I 1 S.F. 2011 2111. 3111 5311 c ,Nr" o_ �No� WINDOW CALL -OUTS �IIIM L N > > J N (D 2611 12 5H I/2 32 5H 22 5H 32 5H w 0 0 �qn �. 06 _j C°o _ 39" LLY W0) 13 514 1/2 33 5H 23 5H 33 5H ao cmI Z 20 0 5111 14 5H 1/2 34 5H 24 514 34 5H z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H .-•I z 12" s 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, UO) uj WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- CSMT, OR FIXED GLA55- F.G) gl_411 1 AT 4'41 9,-4" INSULATE CLG. /-5EE SECTION `' 5 5H, FLAT CLG WALLS I � I— (2) 2-6x8-0 � 9'-4" 1 9'-411 SLOPING I 2 5 OR V-411 AIR HANDLER CLG. LINE OF SECOND i CLG, CLG. I I VO UME CLG. LINES FROM BARREL ARCH FLOOR ABV, FLUSH FRAME `� UPPER FLOOR FROM 8'4611 �/ 1 TO FURRING R/5 1 UP \ \ TO 8'-1011 / / ' STAIR DATA: \ \ �- — IS RISERS AT `V \ LINE OF SECOND 1 o OPENING 1.38" EACH ARCH FROM \ \ I FLOOR ABV. I PAVER DRIVE / T.O.M. TO UNDER i 36 N. A WALK T.OM. v STAIRS I RAILING 10.00 TREADS CPT. TILE 84" TO 8'-a" \ ��o e� LED L 11 9 -4 AFF. I I INSULATE I \ ABOVE k /I G.C. Vj=RiFY I I�I i I GARAGE „ o Q ACRYLIC ca 2 STORY !9 4 \ I �I � r I 9� 4G PL�. HT. o I oN LANAI cLG. I cLG. \ - �i 1 I I I AA �-- - LANAI FAMILY ROOM ARCH FROM i DINING i \ / a KITCHEN I''- -' 9'-8"x14,-4" „ 11 ` I 10'-6"x14'-0" / \ 9'-4" FLAT CLG. 1 I w 0 19'-6"x14 -0 8 -0 TO 8 -8 I 9'-4" PLT. HT. 2 -STORY VOLUME �,( I 9'-4" FLAT CLG i — I u, IN5 LATE WA LINE OF SECOND i I ''' I o a 4211 UPPER 1 0 FLOOR ABV. I ' I o CABINETS I I c; 1 , RANGE I 50 GAL. 'Z `-BOTT. OF LINTEL 7.OM. I I W/ HOOP I W.H. -' L _ — — — _ — - _.--- 1 AT $'-011 A.F.F. g'_41 T.L I O.H.C. 00 O.H.C. A.F.F. T,O.M. T.O.M. T.OM, 2 26 SH. T.O.M. T.O.M.N B. I Il II II HD. AT $'-011 11 I II 94 94 9-4 94 9-4 A.FF. AFF. AFF. REFER TO 5HEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 G.C. VERIFY V-011 H. INTERIOR DOORS AT MAIN FLOOR * * * * G.C. VERIFY RADIANT BARRIER HATCHING LEGEND INSULATE WALL M,41N FLOOR 14(o-1 S.F. UPPER FLOOR 1115 S.F. TOTAL LIVING 2582 S.F. GARAGE 455 S.P. LANAI 139 S,F, ENTR�' I 1 S.F. TOTAL SQ. FT, 3241 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT rnlrrilrrrr.rrrnrlrrl�rirr�r�r�rrr 0 JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED (ED "ji DAVIS BEWS DESIGN GROUP 150 sT STREE-f FAST RIDA 34677 813.9 1300 TEL 813.9 800 FAX VVVVW D CAM TAMPA IIbENVEFL 9 Q'm ; 2 - LLj = Q �Q .® � o ® see W � � a. co et o cli cra Z �-s uj ci Z` LL z im 0 LL ~� 0 CrN 0 r1*14 F�J 0 V* 2585 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • x i� To W) 0 , 0 Lo O " _Ioi'; U� c ,Nr" o_ �No� �IIIM L N > > J N L L• QQ�Q7 0 0 �qn �. 06 _j C°o E LLY W0) -a'f0 0� ao cmI Z 20 rnlrrilrrrr.rrrnrlrrl�rirr�r�r�rrr 0 JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED (ED "ji DAVIS BEWS DESIGN GROUP 150 sT STREE-f FAST RIDA 34677 813.9 1300 TEL 813.9 800 FAX VVVVW D CAM TAMPA IIbENVEFL 9 Q'm ; 2 - LLj = Q �Q .® � o ® see W � � a. co et o cli cra Z �-s uj ci Z` LL z im 0 LL ~� 0 CrN 0 r1*14 F�J 0 V* 2585 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • 1- REFER TO 6NEET 2AI FOR MAIN FLOOR PLAN NOTES JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED .� x 0 DAVIS BEWS Uo� too DESIGN GROVP -jO -j 150 STATE STREET EAST OLDWA& FLORIDA 34677 $ 925.1300 TEL $W5.1$00 FAX AVISBEWSC.OM �. dCl) M . 1994 �- YI 0 ai N L �QLM 0 0 r 0-i Co 00CCh zo JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED MAIN FLOOR PLAN DIMENSIONS- SCALE:GARAGE EFT TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • .� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWA& FLORIDA 34677 $ 925.1300 TEL $W5.1$00 FAX AVISBEWSC.OM T •DENVER. . 1994 �- MAIN FLOOR PLAN DIMENSIONS- SCALE:GARAGE EFT TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • ALL EMERGENCY ESCLANDESCUEOPENINGS SHALL COM310PER F.BC.R. 5TH EDI PROVIDE 3050 SH. lAII II Al.n I— — HI — WALL WALL CLEAR OPENING HEIGHT5 �c 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 5E A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERA5LE 5ECTION5 OF WINDOW5 SNALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5.C.R - 5TH EDITION (2014) 83122 G.C. VERIFY RADIANT BARRIER TYPICAL WOOD FRAME K w DAVIS BEWS WINDOW SCHEDULE o� 0 WINDOW WIDTHS O DMh0 OUXMO+R. FLORIDA 34677 813.11300 TEL 20" 24" 3611 48" WINDOW CALL -OUTS 0 C (D 20" 1818 F.G, 2018 F.G. 3018 F.G. 4018 F.C. W �Y� = 24" O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 00 y o T z lot O 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 45" 0 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 1850 5H 2O50 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW6, � W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G) PROVIDE 3050 SH. lAII II Al.n I— — HI — WALL WALL CLEAR OPENING HEIGHT5 �c 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 5E A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERA5LE 5ECTION5 OF WINDOW5 SNALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5.C.R - 5TH EDITION (2014) 83122 G.C. VERIFY RADIANT BARRIER • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED K w DAVIS BEWS o� 0 O DMh0 OUXMO+R. FLORIDA 34677 813.11300 TEL 0,300)00) O W W W.D �EWS.COM TA vwA ,. cl) N ..'- Oct* L > y r N Ln i 0 C 0000 0 -1 co �Y� cy ro^ 00 y o T z lot • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED UPPER FLOOR PLAN NOTES ARAGE4 GLEFT • TI TLE • UPPER FLOOR PLAN NOTES • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE SI'REEr EAST OUXMO+R. FLORIDA 34677 813.11300 TEL 813.92, 800 FAX W W W.D �EWS.COM TA vwA ,. =-a ELV92V UPPER FLOOR PLAN NOTES ARAGE4 GLEFT • TI TLE • UPPER FLOOR PLAN NOTES • SHEET • JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED FFFF] K w 150 STATE STREET EAST OUXMA& FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM C v- 0 �ol� °o OJ co) I� F) 0 0 rrr .N 0 tv) co 00 ° � -0 6. � O 0 �19 3�E m C -j CD z 00 1 lot JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • DAVIS SEWS DESIGN GROW 150 STATE STREET EAST OUXMA& FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM TAMP i781�TVF.R. 994„ - UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • STAIR NOTES: RAILING BALUSTERS SHALL BE $PACED 60 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAIL$ 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 R15ER HANDRAIL ENDS SHALL BE RETURNED OR $HALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-4 INCH BETWEEN THE WALL AND HANDRAIL$. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 36 H. CONTINUOUS /�42" H, GRASPABLE ,/ RAILING I RAILING UNDER -STAIR PROTECTION %k ENCL05ED ACCE551BLE SPACE UNDER 6TAIR5 SHALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 61DE W11/2 INCH GYPSUM BOARD PER F.B.CR. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAIL6TO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F,B.C.R. - 5TH EDITION (2014), 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1411 TRUSSES II{VMLPII IVI\ ATTIC ACCESS DETAIL SCALE: I/2" = I'-011 FLOOR OPEN TO LINE OF 6'-6" MIN. HEAD CLEARANCE BEAM FLOOR SYSTEM ro FAMILY ROOM .UJ,�O OJ co SYBTEM 813.925.1300 TEL / V4SBEWS.CC�M v �� N r - >N y,� L LoOaLL o / 00 :2 'a 'o N54Ep� Cp �wroN /4" PLYIUD. / y� O o Z cl L d DECKING / II 10.00 2x STRINGERS (TYP) 3611 H — — —II -- RAILING —r-1 I" NOSING (TYP.) STORAGE UNDER Y' -- 2x TREADS AND STAIRS N Ix R16ER5 (TYP) UNDER -STAIR PROTECTION %k ENCL05ED ACCE551BLE SPACE UNDER 6TAIR5 SHALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 61DE W11/2 INCH GYPSUM BOARD PER F.B.CR. - 5TH EDITION (2014) 8302.1 ALL GUARDRAILS AND HANDRAIL6TO COMPLY WITH FBC R301 AND TABLE 8301.5 PER F,B.C.R. - 5TH EDITION (2014), 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1411 TRUSSES II{VMLPII IVI\ ATTIC ACCESS DETAIL SCALE: I/2" = I'-011 TYP. ARCHWAY ASCALE: 114" _ -011 27002.203 OPEN TO x N ISSUED 05-23-17 ro FAMILY ROOM .UJ,�O OJ co OUXMW FLORIDA 34677 813.925.1300 TEL 813. . 1800 FAX V4SBEWS.CC�M v �� N r - >N y,� L LoOaLL o TYP. ARCHWAY ASCALE: 114" _ -011 JOB NUMBER 27002.203 CAD FILE NAME x N ISSUED 05-23-17 ro .UJ,�O OJ co OUXMW FLORIDA 34677 813.925.1300 TEL 813. . 1800 FAX V4SBEWS.CC�M T A L�EIVVEI2. �� N r - >N y,� L LoOaLL o 00 :2 'a 'o N54Ep� Cp �wroN �-J�.`� 0 f� y� O o Z cl L d JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL 813. . 1800 FAX V4SBEWS.CC�M T A L�EIVVEI2. PLAN DETAILS - SCALE; 1/4" - 1'-011 GARAGE LEFT IMrrra wrrr • TITLE • PLAN DETAILS • SHEET2C • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL 813. . 1800 FAX V4SBEWS.CC�M T A L�EIVVEI2. PLAN DETAILS - SCALE; 1/4" - 1'-011 GARAGE LEFT IMrrra wrrr • TITLE • PLAN DETAILS • SHEET2C • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - I'-0" CLEAR OPENING HEIGHTS 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 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) R3122 6� 12 � � L5HINGLE 6 ROOF 6" BANDING 12 --- STUCCO T6 G.C. VERIFY ALUM OVER FIN15H -- 2x6 SU&FASCIA PLT. HT. — SHINGLE ROOF -- (TYPICAL) PLT. HT. 16TUCCO � FIN15H FIN15H 4" BANDING (TYP.) F r * 6" BANDINGILLUI 6 2 12 STUCCO 6 ,/LE 2 6 1 SECOND F.F. LINE FINISH L � ROOFT SECOND FF: LINE TOM. - -- SHINGLE ROOF -- T.O.M. 5" BANDING BANDING 8" BANDING TEXTURED FINISH 171❑❑ ❑❑❑❑ TEXTURED N FINISH a SMOOTH El❑❑❑ TEXTURED SMOOTH QUOINS (TYP.) ❑ ❑ ❑ � ❑ ❑ ❑ ❑ TEXTURED QUOINS (TYR) MAIN FF. LINE MAIN F.F. LINE lk GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: 1/4" -- P-0" ELEVATION "B" GARAGE LEFT m irr�rirrr�rrrrricoE X ro �r r �A Lr J��O oJc�il�pa L } y J N =j '00 6� 12 � � L5HINGLE 6 ROOF 6" BANDING 12 --- STUCCO T6 G.C. VERIFY ALUM OVER FIN15H -- 2x6 SU&FASCIA PLT. HT. — SHINGLE ROOF -- (TYPICAL) PLT. HT. 16TUCCO � FIN15H FIN15H 4" BANDING (TYP.) F r * 6" BANDINGILLUI 6 2 12 STUCCO 6 ,/LE 2 6 1 SECOND F.F. LINE FINISH L � ROOFT SECOND FF: LINE TOM. - -- SHINGLE ROOF -- T.O.M. 5" BANDING BANDING 8" BANDING TEXTURED FINISH 171❑❑ ❑❑❑❑ TEXTURED N FINISH a SMOOTH El❑❑❑ TEXTURED SMOOTH QUOINS (TYP.) ❑ ❑ ❑ � ❑ ❑ ❑ ❑ TEXTURED QUOINS (TYR) MAIN FF. LINE MAIN F.F. LINE lk GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: 1/4" -- P-0" ELEVATION "B" GARAGE LEFT m X ro �r r �A Lr J��O oJc�il�pa L } y J N � J � m � ti O� ZN�d' • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED • Davis sEws DESIGN GROVP1palCl%i cc0 W d0 LL70p0V)0ch rtooch 00 <LIZ.- 150 STATE STREET EAST c7LL'7SivtAR,1.I.ORIDA 34677 813. 925. L300 TEL 813.9 .1800 FAX WWW VISBEWS.CAM T DEIWER 4 ®s c9' ®O• fg1 N J F-- 2585 • TITLE • FRONT ELEVATION DETAILS LANAI ROOF --------- J---- ------------------- VENT REQUIREMENTS , I VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. I 4:12 i t HALF AT UPPER 2/3 ROOF VENTS = 33,36 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED =1--- i 6:12 ; TOTAL SOFFIT VENTILATION NEEDED 2SQ, FT, I __----- --- -- 6:12 , I , I � I I I I I I ' I i I , I t � I � � I I I I i I I I I � I _ 11/2" THICK SAND FINISH KEYSTONE 777. (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING 4 AND SAND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 5TH 3/4" EDITION (2014) R103.6.I AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 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" UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ, FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. L 6:12 6:12 I I --------jr- L----- --- -----a 6:12 ZipL , 6:12 6:12 GARAGE ROOF VENT REQUIREMENTS I VENTILATION CALCULATIONS UJ I ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ. FT. X 144 = 254 SQ. IN. __J HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 1,-�" TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. TYP. OVERHANG AT HIP AA (UN.O.) 3B2 ROOF PLAN, SCALE: 1/8" -- 1'-0" CLEAR OPENING HEIGHT5 �c IN DUELLING 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 IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83121 12 GIRDER TRUSS --\ 2/2/"'STORY ml 0: VOLUME �I MIR�ICII�N,pI�MYlIq musel 1 1711 rl I, NMI SECTION AA SCALE: 1/8" 14" ROOF TRUSSES AT 24" O.C. (TYPICAL) GARAGE it 12 6 SHINGLE 612 11 z SHINGLE ROOF ROOF PLT. HT._ _ PLT, HT. _ Zarucca ZaTucco �, /5Tu cco FINISH FINISH r' FINISH • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED 4 1 2 SHINGLE 150 SrAM srr r EAST ROOFZSHINGLE OLD&MA& FLORIDA 34677 = SECOND_ FF, LINE 8 SECOND FF. LINE 8° ROOF _SECOND F.F. LINE 813 .925 .1300 TEL m T813.925.1800 FAX T.O.M. _ TOM, - WWW VISBEW&COM cn T E>ENVM `r e ZTEXTURED /TEXTURED /TEXTURED MATCH®® bl 'oi FINISH FINIS FINISH 7 DISTANCE °�'®•®•®a®®®® ®®® rl �l AT FRONT E] MAIN FF. LINE _ - _ _ _ _ _ _ _ -MAIN FF. LINA I� ® ®� GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) 4 ®® , z O V 10 yd' LEFT ELEVATION °®Pa �®009191113® SCALE: 1/8" = 1'-0" I1J �- C7 12 12 .- 12 SNINGLE per., 00 Q Z -SHINGLE ROOF !Id :v PLT. HT. ROOF- — PLT. HT._ ca ILL /5TUCCO FINISH * F.G. F.G. 12 SECOND FF. LINE_ 8 SHINGLE �4 SECOND FF, LINE � VIII `�. T.OM.- ROOF --- T.OM. _ Al ry�o TEXTURED' TEXTURED — - FINISH FINISH o MAIN FF. LINE _ _ _ - _ TEMP. MAIN FF, LINE____ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE:(/8..:1.0„ 6 12 12 6 ch SHINGLE /SHINGLE ROOF ROOF/ 2 6 PLT. HT. PLT. HT. /6TuCCO TEM8P. /5TU *FINISH CCO SHINGLE r FINISH �NINGLE O ROOF . /S • SECOND F.F. LINE ROOF 6 8" SECOND FF, LINE SECOND FF. LINE T.o.M. 00 2585 /TEXTURED -TEXTURED MATCH fINIS"I - nn FINISH? a, DISTANCE AT FRONT MAIN F.F. LINE _ _ �a _ _ - _ - - _ - _ _ _MAIN F.F. DINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT FLFVATION SCALE: 1/8" - I'-0" ELEVATION "B" GARAGE LEFT • x ro V r o l(') 0 0 ���� rA 0M M/ N DID M 0 0 n E0Q LLY �� L0}'f0 �0 N Z N It 12 6 SHINGLE 612 11 z SHINGLE ROOF ROOF PLT. HT._ _ PLT, HT. _ Zarucca ZaTucco �, /5Tu cco FINISH FINISH r' FINISH • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED 4 1 2 SHINGLE 150 SrAM srr r EAST ROOFZSHINGLE OLD&MA& FLORIDA 34677 = SECOND_ FF, LINE 8 SECOND FF. LINE 8° ROOF _SECOND F.F. LINE 813 .925 .1300 TEL m T813.925.1800 FAX T.O.M. _ TOM, - WWW VISBEW&COM cn T E>ENVM `r e ZTEXTURED /TEXTURED /TEXTURED MATCH®® bl 'oi FINISH FINIS FINISH 7 DISTANCE °�'®•®•®a®®®® ®®® rl �l AT FRONT E] MAIN FF. LINE _ - _ _ _ _ _ _ _ -MAIN FF. LINA I� ® ®� GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) 4 ®® , z O V 10 yd' LEFT ELEVATION °®Pa �®009191113® SCALE: 1/8" = 1'-0" I1J �- C7 12 12 .- 12 SNINGLE per., 00 Q Z -SHINGLE ROOF !Id :v PLT. HT. ROOF- — PLT. HT._ ca ILL /5TUCCO FINISH * F.G. F.G. 12 SECOND FF. LINE_ 8 SHINGLE �4 SECOND FF, LINE � VIII `�. T.OM.- ROOF --- T.OM. _ Al ry�o TEXTURED' TEXTURED — - FINISH FINISH o MAIN FF. LINE _ _ _ - _ TEMP. MAIN FF, LINE____ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE:(/8..:1.0„ 6 12 12 6 ch SHINGLE /SHINGLE ROOF ROOF/ 2 6 PLT. HT. PLT. HT. /6TuCCO TEM8P. /5TU *FINISH CCO SHINGLE r FINISH �NINGLE O ROOF . /S • SECOND F.F. LINE ROOF 6 8" SECOND FF, LINE SECOND FF. LINE T.o.M. 00 2585 /TEXTURED -TEXTURED MATCH fINIS"I - nn FINISH? a, DISTANCE AT FRONT MAIN F.F. LINE _ _ �a _ _ - _ - - _ - _ _ _MAIN F.F. DINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT FLFVATION SCALE: 1/8" - I'-0" ELEVATION "B" GARAGE LEFT BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST 7F MATERIAL PER NATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ---ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR ' FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING s: SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1"" BEAD OF CONST, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING i PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 15(32 O.S.B. SHEATHING I FOR INFORMATION NOT SHOWN. ' �- 2X EXT WALL BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND I; I CAULK/SEALANT OR SOLDER N BETWEEN PAN FLASHING AND DECK FLASHING. EXTERIOR FINISH i PER BUILDER WATERPROOF MEMBRANE PROVIDE SELF ADHERED FLASHING �- FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE li�ii ": � iiiii EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING LAPPING DOWN OVER RIM JOIST I 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS TEXTURED CEMENT SPACED EVENLY @ 24" O.C. MAX FLOOR TRUSS � PLASTER FINISH SEE STRUCTURAL ( EA. FLOOR TRUSS) 8' CMU BLOCK USP HTA20 STRAP EA JOIST SEE STRUCTURAL FLASHING 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 A D NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION N CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE TEXTURED (MIN. 6"WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS T. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND 4 3. MECHANICALLY FASTEN AS NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAI(,. DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE CEMENT PLASTER OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FINISH 2c�Or�i FOLD UP WEATHER RESISTIVE TYPICAL DOOR FLASHING AT BALCONY MECHANICALLY FASTEN AS WEATHER BARRIER &TEMPORARILY SECURE TYPICAL FLASHING AT BALCONY NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER EXTERIOR SHEATHING L 66 WALL COVERING_ CONSTRUCTION. � ryF FOLD UP WEATHER WEATHER EXTERIOR RESISTIVE SHEATHING 2014 FBRC SECTION 8703 EXTERIOR COVERING BARRIER TAPE SILL PLATE R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER. -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL z cn RFssr .m ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER SILL PLATE o05ro� zNGd' WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 0 REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. • TI TLE • ON 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE 0r**4 J WEATHER RESISTIVE >m WITH SECTION R702.7 OF THE CODE. < x5 us BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE - R703.2 WATER -RESISTIVE BARRIER �pe ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH SILL PLATE (SEE DETAIL B ��P� ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 2 FOR OPTIONS) � ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING 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 A D NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION N CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6"WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS DAVIS BEWS DESIGN GROUP 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND 4 3. MECHANICALLY FASTEN AS NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAI(,. 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 2c�Or�i FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN AS WEATHER BARRIER &TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A L 66 MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE CONSTRUCTION. BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER EXTERIOR RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE SILL PLATE 1 2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. (ASSEMBLED FLASHING 1 WINDOW) 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250„ OR FMA/AAMA/WDMA 300. i � FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON .BOTH SIDES .UNDER STUCCO COPINGS.. FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASWING TIE-IN 4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED x W INSTRUCTIONS: C ro JU�O DAVIS BEWS DESIGN GROUP O JMN- NOTES: 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 150 STATE STREET EAST 34677813. 1TEL Rcom y 2c�Or�i TAMP \+ D NVFA 11 N •®fir . 0 co .. ui�®W co 0 L 66 Soso ®®s®®®®'®,1111 CONSTRUCTION. 00 0 BARRIER ABOVE HEADER TO 0-iC0o z iL-0 N z cn 6. AT WALL AND ROOF INTERSECTIONS. .m INSTALLATION SILL PLATE o05ro� zNGd' 0 JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL • SHEETS • 3B3 0 INSTRUCTIONS: DAVIS BEWS DESIGN GROUP NOTES: 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 150 STATE STREET EAST 34677813. 1TEL Rcom 813. WWW FAX VI TAMP \+ D NVFA 11 2585 •®fir . 0 co .. ui�®W co 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) Soso ®®s®®®®'®,1111 CONSTRUCTION. BARRIER ABOVE HEADER TO z 0 z cn 6. AT WALL AND ROOF INTERSECTIONS. INSTALLATION SILL PLATE 0 • TI TLE • ON 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 0w*1 0r**4 J >m 0 < us 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 • SHEETS • 3B3 0 INSTRUCTIONS: NOTES: 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ' 1. CUT; FOLD UP &TEMPORARILY 2585 SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. BARRIER ABOVE HEADER TO • ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW 6. AT WALL AND ROOF INTERSECTIONS. INSTALLATION SILL PLATE • TI TLE • 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. FLASHING DETAILS 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 • SHEETS • 3B3 0 5HEATHING TEXTURE WEATHER RESISTIVE BARRIER --�--WINDOW UNIT FINISH COAT DOOR ROUGH OPENING—TT DESIGN GROVP �r i� SLOPE BROWN COAT OLDSMAR, FLORMA 34677 0.3 in :12.0 in J Lo 0 J�►.� WOOD FRAME CONSTR. TAMP nENVER. SCRATCH COAT SELF -ADHERED FLASHING :>: ;::; :;: 3/4'"A" BEAD OF CONSTR. (0.6 cm :30.5 cm) ° BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING ° SELF EURRINCa OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN LATH WALL BY 6 IN. UP JAMB 6" USE LIQUID NAIL BRAND ° OR EQUAL WEATHERPROOF CAULKING EXTERIOR ° TWO LAYER5 WRB 3 z CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER ° WEEP SCREED _ TERMINATE SELF SEAL TOPS OF JOISTS WIRE LATH — ADHE5IYE FLASHING UNDER DECKING * SUBFLOOR (SEE DETAIL WP07) .. - AT LOWER N05E OF - - o� ro" LL SELF ADHE5IYE RIM JOIST ' FLASHING MA50NRY BLOCK WALL 10 SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK- SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING �'� 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED WINDOW FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL'<':;:;;::;;;;'`i:;':: :;.;:;•;.:.. SEE DETAIL WP01 OR EQUAL WEATHER PROOF CAULKING ( ) �. LETTER ON CHEMICAL SCORED COMPATIBILITY ° ° ° ° ;.: � ::..:.: :�:::<:. �;::::... RELEASE PAPER SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) '''; ':; •;,;:;•:,. THRESHOLD SECTION -A (SEE DETAIL WP02) r' SELF -ADHERED FLASHING \ ° j ° NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING FLANGE **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: CONT, GALV. "L" EXTEND MIN. OF 6" j�FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISHmms.—ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF 610 ' ,, BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE f FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL -y CONT, GALV. „L" FLASHING PER DIVERTER` FLASHING " `'' `' MANUFACTURES N Miy "s ,.,.. ..; „., ''' •'r;:.. ;rµ:"s „ SPECIFICATIONS SEALANT s ° f " `•:>..• � OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED . f r >:::-• FLASHING DETAILS '. UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W1 TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS a°.n e, ra c' ��� OVER ROOF `; SHINGLES W/ TAR HOLD EXTERIOR �° FINISH 2" ABOVE A A .r �` " � a e� � ;� ::,, ,° _` ° ROOF SHINGLE PER E °< < ; ti FLASHING CONTRACT ovd- METAL DRIP EDGE TO ,,r ::>..• y 1% BE UNDER CAULKING :;:; ;::, Ty�Fy yitic UNDERLAYMENT AT ,Q p yC,Q <�s ROOF EAVES `%V -0 :J : :s:r:;,,'?i'•.''•',:,,'':',': i • r', ,:f>.. . C�� q�y�Oo2 AUN4 R�PyMEN ZNpGR\ OGD pFoss�dG'KQs ° Q0TYPICAL ROOF TO VgEpJ�� 1;1o`xseWALL FLASHING DETAIL pVRg'- RAKE E G �P METAL DRIP EDGE s` „ LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 2 EAVESUNDERLAYMENT AT 14" FIGURE 2:WALL FINISH CERTAINTEEDWINTERGUARD GABLE ENDS FIRST STARTER SHINGLE 06, 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 ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE COURSE USED. FLASHING DO NOT NAIL WITHIN 6" OF—, EMBED EACH SHINGLE INA 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPEC'S. 6" HIGH DIVERTER 6°00 CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV. 'L' FLASHING TYPICAL TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 ,— — APPROVED WEATHER -RESISTANT BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR i NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. )UBLE JOIST .AM BELOW — 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 — APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED 9 A INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SHEATHWG _ SELF -ADHERED FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED x 0 DESIGN GROVP �r i� r to 0 150 STATE STREET' EAST OLDSMAR, FLORMA 34677 p J Lo 0 J�►.� WWW. VISBEWS.COM TAMP nENVER. V, , �/IAI .2 Cal)) N � aiJ N V L poi. O :2 g�C0 ,E LL ro ro N o� ro" ZN2d JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED • TITLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OLDSMAR, FLORMA 34677 813.92.5.1300 TE[. 813.92.5.1800 FAX WWW. VISBEWS.COM TAMP nENVER. -�� 994 • TITLE • FLASHING DETAILS • SHEET • GC. VERIFY LOCATION FOR CEILING FANS G.C. VERIFY LOCATION OF PRE -WIRE 11) A/C (4 MASTERECESS D CAN LIGHTS DIRECT VENC DRYER WORIZ * * * * L C T ICA L DISCONNI MAKE- THRU EXT. WALL MAKE-UP �LIGHT-UP LIGHT DUPLEX GONYENik`NCE OUTLET F � � � � \ � DUPLEX OUTLET ABOVE COUNTER DUPLEX ET W a 20 V. I UTIL. — — — — — — — — iiia. GROUND F��t�INTERRUPTERLDUPLEX OUTLET �$ WALF-SWITCHED DUPLEX OUTLET L— — _ - SPECIAL PURPOSE OUTLET L ---J \ DEN I I PW Q• I DUPLEX OUTLET IN FLOOR M. BATH < /> ROUGH -IN I I 1 �/ I 220 VOLT OUTLET WP. FOR OPT. L - ENTRY WALL SWITCH GF.I. MASTER SUITE FAN/LIGHT I /� + HORIZ. v 13 THREE-WAY SWITCH I MAKE-UP I ,- / W.P.FOUR-WAY SWITCH LIGHT I :Q' / // 4 GF.I. I D DIMMER SWITCH - I COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I ROUGH -IN - I ((�; W.I. FOR OFT. \ i PENDANT I AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE FANLIGHT \ I I (VERIFY GRI._ — — — __ _ RECESSED INCANDESCENT LIGHT FIXTURE LOCATION) I I c. LIGHT FIXTURE WITH PULL CHAIN PUMTTON GD OPEN RFOR I TRACK LIGHT Q Q I I FOYER / / 1 \ FLUORESCENT LIGHT FIXTURE CIS / EXHAUST FAN \\ \ I EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) WALL MOUNT u PUSWBUTTON SWITCH (OPTIONAL) I I 1 ,� CI \ \ AT 8'-8" CARBON MONOXIDE DETECTOR UP TO SMOKE DETECTOR FAN/ LIGHT I I I I I I so SMOKE / CARBON MONO. COMBO DETECTOR I \ �. � �I 1 / I I � � LANAI 1 / / FAN i ( - mil I I I q TELEPHONE (OPTIONAL) W DINING KITCHEN / STD. LIGHT/ `� / 1 1;91- -V -j I ®v TELEVISION (OPTIONAL) OPT. FANFAMILY ROOM \/ I I II GARAGE / GF.I: I I THERMOSTAT - �° ELECTRIC ME TERAT 48 PDANT</ j(VERIFY I ELECTRIC PANEL LOCATION) i -- I I DISCONNECT SWITCH OF WINDOWS- l�J ,_� - �_, 1 ® SPEAKER (OPTIONAL) L — — — — — _ — ROUGH -IN FOR OPT. CEILING FAN GF.I. ELEC. J Ac /> ST LIGHT FIXTURE WI COACH ROUGH -IN FOR OFT. PANEL RRIG. CEILING OECEILING LIGHT NOTES- MICROWAVE-/ OUTLET +14" W.P. G.F.I. FOR 1, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.).) AS INDICATED G.G. VERIFY LOCATION OF TAG, SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. (3) PENDANT PRE -WIRES 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE.. J4" (UNLESS ABV COUNTERTOP) TELEVISION., J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALU, CABLE SOURCE AND $WALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING P �4 AND +M2 COPPER TO ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, REFER TO FLOOR INTY.SIDE LIGHTS AND OUTLETS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.I. PLAN FOR NOTED MAIN DISC. PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 AMPS. REQUIRED MO COPPER TO WATER HEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND 08 COPPER TO RANGE ROOMS SHALL BE GF.C.I. PROTECTED (GPD. SERVICE BY +4 COPPER TO 5/8" GROUND RDD 6, IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL POWER COMPANY ALSO SERVICE TO BE BONDED ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, FB -CF, - 5TW TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERT' BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, pInI*LACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES. NOTE: 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE COMPLY W/APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELEC. GODS, LOCAL CODES, AND THE LOCAL POWER COMPANY. LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. * * G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED K 0 w Iiii L7 -A DAVIS BEWS DESIGN GROUP LO 0000 EST. 1994 F_--- O JM�T) o 's 0) L L LL 0. 0 04 r, ;v,5 -0o 0 —' . 0 @54E 1C (D to 00 (` ZN 'H' JOB NUMBER 27002.203 CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED 2585 • TITLE ..� • MAIN FLOOR ELECTRICAL PLAN • SHEET " Iiii L7 -A DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, MORMA 34677 813. 925.1300 TEL.. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE"N%/FR EST. 1994 F_--- 2585 • TITLE ..� • MAIN FLOOR ELECTRICAL PLAN • SHEET " HORIZ. MAKE-UP G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE Hmiz. MAVL- Ili G.C. VERIFY LOCATION OF (2) RECESSED CAN LIGHTS AT LOFT ELCTF�ICAL < "� UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT DUPLEX ONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER x c� w .,;. WEATHERPROOF DUPLEX OUTLET 150 STATE STREET EAST OLDSMM; , FLORIDA 34677 813.925.1300 TM 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET LO V �0 o Ui HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET Jh;; DUPLEX OUTLET IN FLOOR * 220 VOLT OUTLET 04r WALL SWITCH 13 THREE-WAY SWITCH N T >_ >JN 14 FOUR-WAY SWITCH — - — SOIL • $ D DIMMER SWITCH 00 �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE o C 10 iQ RECESSED INCANDESCENT LIGHT FIXTURE >E LLY �rn - C. LIGHT FIXTURE WITH PULL CHAIN a TRACK LIGHT FLUORESCENT LIGHT FIXTURE I EXHAUST FAN ;� EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) n PUSHBUTTON SWITCH (OPTIONAL) ® CARSON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) [� TELEVISION (OPTIONAL) Qr THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL —maj DISCONNECT SWITCH ® SPEAKER (OPTIONAL) U� ROUCxH-1N FOR OPT. CEILING FAN v J Slid<\ c , CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERIPTERS 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.... SWITCHES ...42" OUTLETS..... 14" TELEPHONE. ..14" (UNLESS ABV COUNTERTOP) TELEVISIOR ..I4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. GC. VERIFY ALL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 SMOKE DETECTORS TO BE HARD -WIRED 5. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * ROOMS SHALL BE GF.C.I, PROTECTED !GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFFA.10, N.E.C. 2011, F.B.CR. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRIIA WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED • x c� w 150 STATE STREET EAST OLDSMM; , FLORIDA 34677 813.925.1300 TM 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 19" F.-_- LO V �0 o Ui O Jh;; 04r m N T >_ >JN L Son SOIL • 00 ... o C 10 >E LLY �rn a 'T� ZNLd' • JOB NUMBER 27002.203 • CAD FILE NAME LOT 299 ISSUED 05-23-17 REVISED 0 w O 0 70p m O z cn oc omeo � O 37 ON � aw% O >7 N J 25 8 5 Now TITLE UPPER FLOOR ELECTRICAL PLAN • SHEET4B • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMM; , FLORIDA 34677 813.925.1300 TM 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 19" F.-_- 0 w O 0 70p m O z cn oc omeo � O 37 ON � aw% O >7 N J 25 8 5 Now TITLE UPPER FLOOR ELECTRICAL PLAN • SHEET4B • �-'+ GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WIND SPEED (ULTIMATE) 139 mph s ®`•®•••�•®®® e ® ?i A' D `�/ O DRAWINGS © /f\ \ /� / I A INDEX X RA �/ V ' V 00 j 02o> r >' O MASONRY WALL CONSTRUCTION A) FLOORS 15 PSF B)BALCONIEs = 15 PSF FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES P ` 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 BE A GENERAL LOADING: (+) VALUE DENOTES PRESSURE AREA (SQ FT) MAX: DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING osr'11111ee SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE UPDATED PLAN TO INCLUDE ELEV C W/ BFS .•q TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. PSI (fm = 1900 PSI) GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF (+) 20.2 TRUSSES PER LOT TB -296 (-) 22.0 - 26.4 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE (+) 19.0 c S 1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 100 r l V p S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. BFS TRUSSES PER LOT TB -148 � � � ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PREFABRICATED WOOD TRUSSES 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS S3 DOWEL PLACEMENT PLAN UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 4 4 ,, I 5 5 Pa FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 3 3/2/2017 S4 FIRST FLOOROOR FRAMING PLAN IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 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 p'' S4.1 NOTES & CONNECTOR LEGEND 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. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.G. MAX & 4" FROM 4 3/15/2017 TRUSSES PER LOT TB -29O TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR S4.2 ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. o 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 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE 5 LINTEL LAN WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE GROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY m SD 1 FOUNDATION DETAILS TRUSS ENGINEER OF RECORD O 4. RACCORDANCE WITH "THE BUILDING 3. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TFT MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND "X" S D2 DETAILS REQUIREMENTS ORREINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST ED ION OF ANSITPI S GENERAL "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D4 / r GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. TRUSS DESIGN LOADS: '"'""' SD5 TWO STORY DETAILS PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO S D6 TWO STORY DETAILS 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 ST 1 r STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. ("T" BRACING MAY BE USEDI.L.O. 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 UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. W H 0 O 11 0 W 0 "011112#111,Ujrn MINIMUM FLOOR DESIGN DEAD LOADS: = WIND SPEED (ULTIMATE) 139 mph s ®`•®•••�•®®® e ® ?i WIND EXPOSURE B 00 j 02o> r >' O MASONRY WALL CONSTRUCTION A) FLOORS 15 PSF B)BALCONIEs = 15 PSF NUMBER DATE DESCRIPTION P ` ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: = WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B '®® ''® °•• a® >' O MASONRY WALL CONSTRUCTION A) FLOORS 15 PSF B)BALCONIEs = 15 PSF NUMBER DATE DESCRIPTION P ` m U_ 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: (+) VALUE DENOTES PRESSURE AREA (SQ FT) osr'11111ee AREA CONFORMING TO ASTM C90, W/A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE =20 PSF 1 2/7/2017 UPDATED PLAN TO INCLUDE ELEV C W/ BFS .•q - 22.9 - 28.3 PSI (fm = 1900 PSI) GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF (+) 20.2 TRUSSES PER LOT TB -296 (-) 22.0 - 26.4 (+) 19.0 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF - 20.8 UPDATED PLAN TO INCLUDE ELEV B W/ BONUS WI 100 r l V p 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWS Z 3/1/2017 BFS TRUSSES PER LOT TB -148 � � � w + 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W1 APA (-) 19.7 UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS © 4 4 ,, I 5 5 Pa FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16' OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ROOF HIP/RIDGE 3 3/2/2017 TRUSSES PER LOT TB -191 ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME 3j o PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS BUILDING CORNERS. UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS p'' WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS a WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.G. MAX & 4" FROM 4 3/15/2017 TRUSSES PER LOT TB -29O TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS O � O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) o POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS � Z_ m 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. "X" O 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND "X" rr ll V COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 34 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING '"'""' D 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 M LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. ("T" BRACING MAY BE USEDI.L.O. 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 WITHIN r� V CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. TABLE BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d J W 14 DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE -FIR OR EQUIVALENT. N0.2 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 BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2650 Fb = 3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1= 450 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+)19.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,, I 5 5 Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS o O W 5;, n � Q z Fn 0, U)0X� z a'< � O Oct J 00 W vJ W m � Z N � Z 0 0 J Q W Wo 0000 JZ I- OW LL �.. U p,.... d0_ O N N W CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2170955 SCALE: AS INDICATED DATE: 06/12/2017 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. S1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. C PA A/C P ca Z 0 O 0o u - in �. N FOUNDATION NOTES: 1, PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE O Z COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER 3 1/2" THICK CONC. SLAB W/ 6X6 CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". I 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR `r 7, MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY D -4" FIN. FLR -��' u~i AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION XW/1.4 W.W,F. OVER 6 MIL 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS FO O FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO OW/1.4 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, I DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL, FOOTING SCHEDULE 12"x?2"x12" dp w/ #5's EQUALLY SPACED EA. L■� � PITCH 1/8" / FT. ■ — 0 F01 D Hw� EXTEND FOOTING UNDER VAPOR BARRIER OVER COMPACTED FILL. POCKET SLIDER W/ (1) ADDITIONAL #5 REBAR •I INTEGRATE W/ MAIN HOUSE WALL PER MD10/S3 I--------------� -- ■ ■ ■■ ■ �111111 ED ED ■ ( i �—(� O�` -� I D 6, cn N --- 20'-8" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. L • ----� ■ DO N ■ ■ • ■ ■ 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. F0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. FOUNDATION NOTES: 1, PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7, MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY &COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL, FOOTING SCHEDULE 12"x?2"x12" dp w/ #5's EQUALLY SPACED EA. 1� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. t 2� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA, 2 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC.. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/#5's EQUALLY SPACED EA. O60"40"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. W Q W Uj •®®®00000®® ®® Ui 00 Li ao ar Q ®M O J �od ° �1 W d �� ° o•! Or, /� 0000®•° S�®®® � 0® [f] LL. fill C�7 O O a p � Jl'Cr U X30 C$ fs. • 0 M hdU Z -I U2 O o 0 V 0 Q a� Z o .j 0 V n F0 O LU -��$Ch� w Z 0 �ZbjM0 O z $h�� ..... ff 11 ~ � <( 0 0 �� WCJE Z U X6� o W D Z O J LL F— W W -"a M 0 F01 FU Z D D D 0 � 11 81-4" 8 441-8-v N 2 STORY FOOTING SZ O 9'-8" 01 65'-4" Z O�..i 75'-0" 70, D Q W W) p r 0°q0 � C4 � .. Im O -1 Z � wW p_ 0 O CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2170955 SCALE: AS INDICATED DATE: 06/12/2017 FOUNDATION PLAN_ 1/4"=1'-0" 2 COPYRIGHT MGD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. - -u AI .111 7l All 1, Q" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM a & @ 24" O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU U FILLED CELL PLAN VIEW (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). DOWEL PLACEMENT COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=1'41 11 PLAN 1/411=11-011 00 O I— U W O �1t961111�®/ W M Q ® Z '" c`►r U w ,ao �D Af ®®®� ®®®®®1Aa ••••.�o•® ®��Ci®®® O MLL a a:P ®®®®® U a 0 72 ir n O CI�6�I N 3J R" O O O ° O • O 4 z� Q m F -- z z o 0(.> W 65 r� 8 W:3 x W aZ = 1 Z NF. z J < CI) Z~ �- J zp a<I ..� a_ J z O GiAF—N O I- "'❑ �LLI m Z s H z Z 0 QW W U) 0 0000 r N O -j Z w_j00 0 — O STRUCTURAL ENG: CFG / BAD w DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2170955 SCALE: AS INDICATED DATE: 06/12/2017 c"%n 00 o WALL LEGEND �• z CO 6 W I— q •` 0 = 9'4" T.O.M. = INTERIOR/EXTERIOR Ca V S1 BEARING WALLS VERIFY SD5 1 a p 0 0 �Qo� N N N N M V V In LO In LO LO O tD co I- ti 00 M _O r U Iii.. IOL U- W W IOL lei LL U- U- Iii U- U- u U- o o O O Iii- U- li o HGT. W/ ARCHITECTURAL PLAN U.N.O. - Z O I^ IL LLL' U cn W o UjCIO t®jiaaa'ajil® a W 00 �• z CO 6 Z CIO q •` V S1 SD5 1 a p 0 0 �Qo� N N N N M V V In LO In LO LO O tD co I- ti 00 M _O r U Iii.. IOL U- W W IOL lei LL U- U- Iii U- U- u U- o o O O Iii- U- li o �a�C ^� fy M / O oz —1 i IT J05 Z U c p o S1 C) .. J06 Z Q J07A�sZ r4���9ti U D1 J07 �Qo� -D I j J07 Q HUS26 TRUSS TO LEDGER. BW1 LDO (14) 10dx1-1/2" NAILS TO BW4 F1 SD4 Vp ■ z LEDGER & (6)10d NAILS TO = _ • J20 Q TRUSS BW4 D F12 A H2X12 SIM. SD6 J Z o �- 0 0 BW3 BW1 = = J20 U F 8 A H2 X8 F13 I ( � � W �^~ ❑ (/i N n 11 H■ 2x6 #2 SYP CONT. LEDGER TO J20 �u ii M H2X8 H2 COMBO TRUSS UNDER 2nd U • A FLOOR WALL W/ (2)16d NAILS F1 Z N F d V J04 S1 LDO DO ' ' @ 4` O.C. BW2 SD6 J20 J Q A W Z n SD2 T P '-4" g SD5 SIM. SD6 O @ J04 BRNG. WALL L.L Z Z s W 2x12 #2 SYP LEDGER W/ 5 J20 Q E 1/4"x3-1/2" SIMPSON SDSSCREWS� � � � BUILDER NOTE: INSTALL O � BUILDER NOTE: INSTALL 4 A B 4 THREADED ROD NEXT TO , of i TO THE VERTICAL OF EACH F01 THREADED ROD NEXT TO COLUMN O <i �" N F' J04 FLOOR TRUSS @ 24" O.C. COLUMN J20 LU Z PS03 \ F1 LDO GEO IJ- O 0 J04 SD4 / u SD6 SD4 J20 SIM. ppp F1 EO � W �..... J03 SD6 J20 o U) • BW2 J02 J20 S T1,(E 1 ■ J01 J20 S ■ ■ ■ ■ ■ ■ ■ U U- U N N M e- N F0 W C: � st LO to 0 0 LO t0 �Qo 0 0 0 SD6 51 rX CD CD o_ W ac'" It X os Z SD5 DO O rl SD2 CV Z -j ZO O � J © W O , 0000 2NOC O—�Z IU �pQ _ O O �� W STRUCTURAL ENG: CFG / BAD--. - DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM --2170955 ---- SCALE: AS INDICATED _...__ ...... __._._ _. _.., _. FIRST FLOOR FRAMING PLAN � DATE: 06/12/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4-1-0 11 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. - L i BEARING WOOD WALL SCHEDULE TAGCAP. STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TOP -"-'- BOTTOM E� SPACING SPECIES (plfl O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN O44 BVV2 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" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 Of i rd. PT. (2)ply 1900 BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN FRAME TO FRAME BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN COVER NOTES. BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 1 3rd. PT. O3 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN 7" EMBEDMENT BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf i PT. 860 1000 R ADJUST AS REQ'D TO MISS STUDS FRAME TO CMU 3rd. 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 ird. PT. 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. Y" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) 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"x1/8" 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 ED 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 w/in 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 (2)2x4 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 B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN E� (3)2X6 SPF #2 BUILT UP STUD COLUMN O(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 O44 SYP #2 POST MO 6x6 SYP #2 POST O8x8 SYP #2 POST (1)ply TRUSS (10)10d x 1z" NAILS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER NOTES <8>3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d COVER NOTES. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER NOTES. H10A 1015 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OS COVER NOTES. FRAME TO FRAME ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. HTS20 w/(24)10d x 12' NAILS 5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL OV COVER NOTES. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ENGINEERED LUMBER COLUMN PER STRUCTURAL O7"x7" COVER NOTES. 1450 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER NOTES. 2490 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER NOTES. 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 w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)t" 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. Wma NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d 131"x22" 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(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dxlp' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H3.5x5.5 META20 w/(7) 10d x 1�' NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5xl 1.25 Q (1)ply TRUSS (10)10d x 1z" 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 x 11" NAILS OR 4'-0" TO T-11" H10A 1015 HIDA 1340 ❑H10Aw/(18)10d 3 (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 (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 E5 (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12' NAILS ON MASONRY: (2) SIMP. MSTAM24 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 R MGT w/(22)10d g" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4"x24" TAPCONS El HTT4 w/(18)16d x 22' NAILS & $' EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/2'EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & t" EPDXY ANCHOR WSIMP, SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 22' NAILS w 8' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#+~10x12" SD SCREWS INSTEAD OF 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" FRAME TO CMU 2420 2$00 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 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 6 TO LEDGER W/(14)16d NAILS AND TO TRUSS HUS2 EFRAME 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 26 LTT206 w/(10) 10d NAILS & t" EPDXY ANCHOR WSIMP, 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 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR 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 1ST 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 MSTA18 H2x8 (2)2x8 #2 SYP w/�' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7:25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5xl 1.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4"x24" TAPCONS 1 4'-0" TO T-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR LSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)I.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP, MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(I0)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL '" U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. 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) 16d NAILS H2x8 (2)2x8 #2 SYP w/�' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/�' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 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) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3)2x12 #2 SYP w/ 2" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 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 T-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 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 1/2" 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 @ T. O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS, FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E,O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEG 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. END, 1/4"=11-011 O 0.. W 0 W `r®Illl��rrrr�® ♦ri tl� �% ��®j� W M ® ��® •®®••®°®®®`�.�jLi ®® Q •®® c�'®® 00 ®®,o r, Y �v i Z �p J CO e, O �f 111 = •. ®® •m•®°®°• ®® tY ®®�®®®®®�l/\�®®a® r�llw�a 0 41 U o c O © "O11y0 M ccs U a" o F-�-I UO = O O ,o� 0 • Z y z LL O Z tiLU ♦ , ��g+ 06 Im I db z z z SIRKE O g a ChZ � U) W 0 Wag 06 j vi_1 01 k2' zo W O W O LLJ 2 z '- m 0 LjZ c� O (� CV ZZ0. UJI 0 0000 N M OJZ F_ >.'�0 0 O O �-- 4- a STRUCTURAL ENG: CFG7 BAD_ DRAFTING: STRUCT: DJ QC CHECK: CC JOB No. TM - 2170955 SCALE: AS INDICATED - DATE: 06/12/2017 S4.1 11 ..r--......> ...._._ SO so �M N h+ SD5 �T SD5 B 4 00 0> A© I1- 00 00 00 00 CD O r N M M M M M M M r O 00 G7 01 O Q �.,, C7 C7 O Q O- O r r r r r r r r r r r r r �. r J08 CD N J09 J10 J11 J11 X J10 N J09 J08 O� o SO F 4 SD5 O� J20 J20 J20 J20 J20 J20 GE03 D3 J20 S X J20 = J20 HZX92 00 00 00 00 W SO W W a W X dos 4 A SD5 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR — - - - - - TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ I1 EXTERIOR FRAME WALL o SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING -- — — INTERIOR ZONE END ZONE > 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W 9'-01" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX s+ 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ®�r®iiii9de/®r® Bj M a- 101-011 -40'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ®�®v® �,®® e•®e°••®®'�� 'i'®® roo EXTERIOR FRAME WALL NOTES z �,� ,� • d = LLI U 4 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED �Z p TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR cs �' y •®®• ,.• r Q q% REQUIRED STUD SPACING. ®®®�cQ °O•••®®•••°®��Ci�®a® O & NAILING 2 DETAILPATTERN. 4 FOR REQUIRED WALL SHEATHING THICKNESS goo®®®®A/ QF�®®®0® U 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 1' l 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR C O REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED ITH 2x6 IN. SPF #1/#2 @ 16' OO.C.U.N.C. ON RAMUDS OR N G PLANS UDS ARE TO BE �"°'� O pf�6Jl co 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. �"'� a a�f�� N 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U 0T - FINISHES, FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. a 6 U � O Q ULTIMATE WIND SPEED: 139 MPH EXPOSURE: BZO V 00, Q a� z z ^ W 3 rz 5; O M n wZ z Ogg A U) 0X Z WO < -C a U. 0ceIj Q i �. r J LL z O W CD tX] � Z O u 0 N Z Z 0 Is a LU o 0000 � N m O -� Z W a O 1—�H CL STRUCTURAL ENG. CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM -2170955 SCALE: —T AS INDICATED ROOF FRAMING PLAN � DATE: 06/12/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1'4"=114f S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Abe V, 1 'PAP Elm r 00 CD STRAPS is STRAPS REQ'D J09 o SO F 4 SD5 O� J20 J20 J20 J20 J20 J20 GE03 D3 J20 S X J20 = J20 HZX92 00 00 00 00 W SO W W a W X dos 4 A SD5 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR — - - - - - TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ I1 EXTERIOR FRAME WALL o SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING -- — — INTERIOR ZONE END ZONE > 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W 9'-01" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX s+ 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ®�r®iiii9de/®r® Bj M a- 101-011 -40'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX ®�®v® �,®® e•®e°••®®'�� 'i'®® roo EXTERIOR FRAME WALL NOTES z �,� ,� • d = LLI U 4 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED �Z p TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR cs �' y •®®• ,.• r Q q% REQUIRED STUD SPACING. ®®®�cQ °O•••®®•••°®��Ci�®a® O & NAILING 2 DETAILPATTERN. 4 FOR REQUIRED WALL SHEATHING THICKNESS goo®®®®A/ QF�®®®0® U 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 1' l 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR C O REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED ITH 2x6 IN. SPF #1/#2 @ 16' OO.C.U.N.C. ON RAMUDS OR N G PLANS UDS ARE TO BE �"°'� O pf�6Jl co 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. �"'� a a�f�� N 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U 0T - FINISHES, FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. a 6 U � O Q ULTIMATE WIND SPEED: 139 MPH EXPOSURE: BZO V 00, Q a� z z ^ W 3 rz 5; O M n wZ z Ogg A U) 0X Z WO < -C a U. 0ceIj Q i �. r J LL z O W CD tX] � Z O u 0 N Z Z 0 Is a LU o 0000 � N m O -� Z W a O 1—�H CL STRUCTURAL ENG. CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM -2170955 SCALE: —T AS INDICATED ROOF FRAMING PLAN � DATE: 06/12/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1'4"=114f S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONIC, PER FREBAR TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO IS "D" g IL w a H O W z O Q CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE.. E. HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' tle e. ° TI fAq ems. �.. fir°,, .r :.�■ iC.". r.".. ' w+�• v ' :� '� '� W 44 ° e A tl m tl. d ° e' in W a O LLg 00W z °I e N LL W g a �. .a M a� BOTTOM STEEL IN LINTEL IF a I' V O W INDICATE - SHOULD HOOK INTO (n VERTICAL CELLS PER MD08 aI q erAV 4a ROUGH OPENING PER PLAN F q 1 Olt e ° ° GRADE 60 BAR SIZE a LENGTH LAP SPLICE BEND 0 LENGTH '`+..•'• .. r: .••fir+r r(•y 'i•1• I . ,: " . NO .w�Y ' �r • ��. fir.. �. "D" TYPIAL SHEAR WALL SEGMENT "D" #3 17/8 e 7 15 21/4 41/4 91/4 11 #4 W a O LLg 00W z °I e N LL W g a �. .a M a� BOTTOM STEEL IN LINTEL IF a I' V O W INDICATE - SHOULD HOOK INTO (n VERTICAL CELLS PER MD08 aI q erAV 4a ROUGH OPENING PER PLAN F q 1 Olt e —TYPICAL TRUSS ANCHOR PER PLAN -- PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED --- STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 9 el BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE "tl I ° ' ' I• MD08 FOR LAP INFO. ° GRADE 40 GRADE 60 BAR SIZE a LENGTH LAP SPLICE BEND 0 LENGTH '`+..•'• .. r: .••fir+r r(•y 'i•1• I . ,: " . NO a r. "D" TYPIAL SHEAR WALL SEGMENT "D" #3 17/8 e 7 15 21/4 41/4 91/4 11 #4 21/2 5 5/8 TRANSOM OPENING a e 3 d 121/21 24 #5 31/8 7 113/4 25 33/4 FRAME INFILL AROU .''+ ��'' #6 —TYPICAL TRUSS ANCHOR PER PLAN -- PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED --- STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �-- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 9 el BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE "tl I ° ' ' I• MD08 FOR LAP INFO. A�D�0TYPICAL MASONRY CONSTRUCTION SCALE: 3/4.. _ TO. SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE a LENGTH LAP SPLICE BEND 0 LENGTH '`+..•'• .. r: .••fir+r r(•y 'i•1• I . ,: " . NO -SHEAR WALL T OPENING "D" TYPIAL SHEAR WALL SEGMENT "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 11 #4 A�D�0TYPICAL MASONRY CONSTRUCTION SCALE: 3/4.. _ TO. LINTEL W/ TRANSOM DETAIL 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 '`+..•'• .. r: .••fir+r r(•y 'i•1• I . ,: } ,``,•',•�,,, ""c"" "D" ""A"" . LINTEL PER PLAN ""C"" "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 TRANSOM OPENING 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 FRAME INFILL AROU .''+ ��'' #6 33/4 ' 14 WINDOW BY BUILDER 41/2 81/16 181/2 SEE DOWEL PLAN FOR #7 43/8 9 13/16 SEE WF01/SD1 FOR / \ 35 .:'' ,+ 9 13/16 FILLED CELL INFO. MIN. (1) IS REQ'D ON 42 MORE INFO EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER '• ----.TURNED SIDEWAYS. ATTACH TO MASONRY �:' •;":•' '' WALL W/ SIMPSON HU28-2 •• : '•• DOOR OR WINDOW OPENING "::, �: ,: ' HANGER @ EA. END.. W/ ' MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 Od NAILS TO HEADER LINTEL W/ TRANSOM DETAIL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE LINTEL "A"" "B"" ""c"" "D" ""A"" "B"" ""C"" "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 a U U #3=2%2 #4=2%2" #5=2%2 #6=3" #7=3%2' PROVIDE CLEANOUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 ih 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 LLI STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -1/8F32-013 /BF32-OB V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY - - -" 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END 4'-0 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4"-6"' 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6"-2" 488 991/991 2661/2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD a 8'-0" 354 726/699 1843/1625 3486/2265 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1533/1247 2781/ 1946 4754/2489 ADEQUATE FOR THE LOADS. C) 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'4" 0 328/0 1234/0 1779/0 2662/0 14'4" 0 292/0 1160/0 1660/0 2439/0 16"-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - -- - 18'-0" 0 211/0 750/0 1177/0 1676/0 18"-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL W 20'-0" 0 180/0 598/0 1024/0 1441/0 IY 2. f PRESTRESSED LINTELS = 6000 psi. I 201-8" 0 145/0 550/0 981/0 1376 / 03. GROUTED PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. .d+ 22'-8" 0 110/0 450/0 824/0 1147/0 •-+ RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 0) CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB �,® 19bYi�y�/l®®® W C") 2'4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW NN 0- RELAXATION. 7/32 WIRE PER ASTM A510. ®®®� ��•. ••® b°�J� ®'s Ui 00 21-811 1425/1425 3343/3280 4933/4933 ® ®® ®®® /lj ®® Y 3'-0" 1230/1230 2769/2769 4085/4085 Z �'®®®®. ®try ®® �J 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ®�: ��`'• Q 4'-4" 846/833 2121/1716 3127/2839 Ld i� o ® axe _j 5'4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / :% o q O= d Q 6'-4 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U UNFILLED R = RECESSED ®®® v�`i. •®O 7'-4" 480/322 .1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ®® d. •®•®®•®•®®®®®•.• ®® "'� "" 0 8RF6-1B/1TCAVITY 8 -4 415/235 1152/1152 1694/1652 BOTTOM OF LINTEL 8 F 1 6-1 B/1 T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 8178-1B/1T �—QUANTITY OF #5 REBAR AT TOP -rd 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. ONOMINAL WIDTH a,, O 8F16-1B/1T a 8RF14-OB/1T TYPE DESIGNATION • 0 p � O �Olty M N O 8F16-0B/1T 1-1/2" CLEAR cry' U J o 8F20 -113/1"r z #5 REBAR AT TOP MIN, (1) REQ'D U o O 0" $1720-OB/1T C.M.U. 0 8RF22-1B/1T g GROUT O tiCs�` T z e #5 REBAR AT BOTTOM OF LINTEL 5 V zo O 81724-1B/1T CAVITY 9 Q 8RF22-0B/1T �`----71` BOTTOM REINFORCING PROVIDED 7-5/8 ACTUAL IN LINTEL (VARIES) z O 81724-013/1T 8" NOMINAL WIDTH M N O 8RF30113/1T FILLED 0 81732-1B/1T 1-1/2" CLEAR 0 8RF30-OB/1T z #5 REBAR AT TOP MIN. (1) REQ'D Z O 81732 -0B/1T U � ft (' U 6'-4" 3'-2" .8" 7'-4"¢ "L.11K cn g 81738 -1 B/1 T W o •- 1 T-71"' O Q N M n f`-----8 o IL 6'-4" 8F12-1B/1T `` 06 z a s M O 8F40 -0B/1T �`--+ BOTTOM REINFORCING PROVIDED J Z 17 8 i 7-5/8" ACTUAL IN LINTEL (VARIES) F . z Ow 8F8 -013/1T 8" NOMINAL WIDTH Z g x UNFILLED -- z X v a LU a a SAFE LOAD TABLE NOTES o W Z F_1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z L6 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p L. O 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. I•• - q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W Zo W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W . ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. -gym 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. m Z M 0 N ZJO OBJ W 0 0000 � N IXm O -� Z IW �a0 O p FQ-�F=• Ir STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: DJ QC CHECK: CC JOB No. TM - 2170955 SCALE LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 1800 HOOK AS INDICATED DATE: 06/12/2017 "DOREBAR SPLICE DETAIL LINTEL PLAN SCALE: 3/4"= 1'-0"5 - 1 f8"=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. (1) #5 FROM FTG. TO (1) #5 FROM FTG, TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO TIE BEAM SPLICE TO 1/2" J -BOLT W/ MIN, 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING BE MIN. 25" GROUT I•� BE MIN. 25'" GROUT � �! PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID REQ'D BELOW II MASONRY WALL' °Il MASONRY WALL vl� CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" MIN 4 CONC. SLAB PER SEE PLAN I SEE PLAN Q FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN I - CONCRETE SLAB PER CONCRETE SLAB PER W 2 114 CONC. SLAB PER ,'•,II z CONCRETE SLAB PER W FOUNDATION PLAN FOUNDATION PLAN7 ' I FOUNDATION PLAN a o_ w z > 2x PT SILL PLATE 2x P,T. SILL PLATE • ) `� FOUNDATION PLAN g I' VARIES 7 =:` a w a. a a s 41' SEE PLAN . a ' .. . 'I. W m cn a° a ,d , a. a Q. C[ d ° i : 4 e ; 4 Cod° 'eq e 00 U Cl)°• a d.. °' a .•' e•. ' II .,. ..�. ,. � e. z ° e I. e I d - v. a d ' GRADE a .. - 4 d . : ° ' e . ' ___ — — e, t a .: •:. '' '. ': _ — O ° e -I < GRADE in w d, = I ° 4 d —III -1 L I—III, a _ _ --I °° -I _ _— °° a :" .: L _� I—I 1—' a a a .:I'• — " _ a . _ — o — _— a ' — I L I I III III _ III—I 1I - W Z _ h W 00 _— — a0 I I—I i — I — — e ' — — �" _ _IT — — a . I > _I w ¢ _ I = i I I — — =1 _ _ _ _ III -1 I I_ "d — L Q — — "d. — 0 _ I I I I I=—I I $I,_ 41. _._...__�I 1= ° Q I -I —_ _ __ _... _ — _ _ _ _ I_ll-1 I I—III I� II M III=III I� aIII=III LII III -1 Cl) 18 I �I 16 ( I I -III III III- (2) #5 BARS CONT. w/ 311 W (2) #5 BARS CONT. -111 _I I-=11- I -1 I III=1 11= (2) #5 BARS CONT. I CLEAN COMPACTED COVER TYP.; AT 8"' 8" 8 D W/ 3 COVER TYP. I I I ' ' ' CLEAN COMPACTED W/ 3 COVER TYP. 3h C'OV R' FILL 95%STANDARD 0 2 -STORY COND. (3) #5 3" COVER @ CLEAN COMPACTED p (} 11 CLEAN COMPACTED BARS REQ'D &FTG TO CLEAN COMPACTED FILL 95% STANDARD 0 2 #5 BARS CONT. w/ 3 @ DENSITY FILL @ 95 /o STANDARD U 6" 8 8" FILL @ 95% STANDARD FILL 95% STANDARD OII '1011_411. 61, � 1_411 C7 DENSITY o COVER TYP,; AT DENSITY (2) #5 BARS CONT. w/ 3" `� 2 -STORY COND. (3) #5 DENSITY BE 20" WIDE @ DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL@ 95% STANDARD BE 20" WIDE - -- 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 W FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING O_ I " 11_ , 11 11_ 1 11 ®®@�®'9l®®® 3/4"=V-0"3/4 -1 -0 3/4"=l'-O"3/4"=V-0"3/4 -1-0 3/4 -1-0 0 ®®®` ® ®®®�® c CL OPT. MASONRY CURB �► • ®®. 50, LL[ ®®® LL o0 @ ELEV. 0'-0" w/ (1) #5VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ®�� ®�®®• ::C= = Z CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W SLOPED GROUT TO U W ® CD p DRAIN W % Q W °H11 MASONRY WALL 6. �® . Z OPTIONAL CURB BY e da ®i yd. • •• BUILDER CONIC. SLAB PER 11 ANOTHER STEP a r I ®s®® MIN. 24" BEFORE e� L .'" a SEE PLAN s® ®®®®®®®®• !®` `� 0 z 8x12 THICKENED �.I CONC. SLAB PER (1) #5 FROM FTG. TO ®®� p U_ I CONC. SLAB PER FOUNDATION PLAN e d ° SLOPE ®®Irrl SLAB w/ (1) #5 CONT. a FOUNDATION PLAN TIE BEAM MIN. 25" 0_ FOUNDATION PLAN 11 I I'. ,q 8 w/ 3 COVER TYP. p #5 CONT. E L W ° SOLI PLANS n °..:, a °q, a . °.4. ie' REINFORCEMENT SE PER SOLID PER I � R R MFG CEL A' GRADE °I W ° ea, e °" A. ee e 1 I d. .I FOUNDATION PLAN :: _ - _ = o ;...� .. � W w d ° as r' I FOR QUANTITY L. p 1—I I 111-1 I° a ;.I• .�.�.1: d " ' - - - °° - - - I .r+, �''..n�..w..�. �.: �wr�' THRESHOLD PER MFG ° . ,r a ° . #5 x 25" x 25" CORNER e a .. A. p . e ° ea r� o a ° -.4 e ° _ M ed --- q L. BAR, ONE FOR EA. _ d _ c; I� _.._. — III III _ —III—III—III _.._I I I.. — I d e a e , w -- —� _ — — — r 1 �I I—I I I _ _ 11 e -I ° d. ° e .. �a HORIZONTAL CONC. SLAB PER U I =_ __� off. ' . . d _ - I U a 811 411 = I III -I I - 8 -) g11 I I _—T 0- �° °..° . , a - I I °' REBAR, TYP. U.N.O.w I I I _ -� r ::I.. (� (_`— 1-I .... e e -_ _ a... "' a' . ' ° ° FOUNDATION PLAN III .e Id e1. �) I I--.—. — II— Uj ~ +r�.Ar I°r'r wr rlrq+rrl - (I (—I "e ° e .. e a ° Q. I4I '.e d.. I I_ ' _— — 0 —I—I—III III, III IIIII I IIIII II "' 4 " :. d , a �.I I=III I I— = G4 -� --'— — — — —' ° ' M III III—I I l —III---- -I I r z ...' 1. �.� � '' �_ I _ e e" a �° a .. (2) #5 BARS CONT. —1 1=I 11=I I I 111= I a —1 I I— I=III=1 I I - (2) #5 CONT. w/ 3" .' ,: d ; SLOPE W/ 3" COVER TYP.; @ V-4" (2) #5 BARS CONT, (2) #5 CONT. w/ 3") I _-_I I = 16 MIN. - I ((: COVER TYP. " a.. ��c�, 2 -STORY CONDITION p �- <� COVER TYP. III —1 I I—III—III-1 I (--) (2) #5 BENT BARS w/ PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" �Sti' U W/ 3 COVER TYP. OR GRADE 1/4" PER WIDE FOOTING Z CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM GLEAN COMPACTED X49 WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD p� 13 SHALL BE 1'-411 WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY FILLER cQa Q m A_FO_'�FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE AF0 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) AFIII�EXTERIOR DOOR POURED SILL fiFi'�FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 11 3/4 -1-0 3/4"=1'-0" 3/4"=1'-0" /' /1 ..�1� #5 DOWEL W/ MIN. 6" FILLED CELL PER PLAN .`." Z WOOD POST PER PLAN --� EMBED. INTO MAIN FOR SIZE AND BASE FOOTING W SIMPSON o V5 3/4" CONNECTION EPDXY @ 12" O.C. W g r 0 i. GARAGE - - - - TOP COURSE TO BE CONCRETE STAIRS AS �+ W 06 CHAIR BLOCKS. REQ'D PER GRADE W/ (D < T 1-1/2" J ENTIRE BASE TO BE CONC. SLAB PER MIN (1) #5 BAR @ z Z 1-1/2 CLEAR CONC. SLAB PER CLEAR TOP VIEW qQ CORNER FILLED SOLID FOUNDATION PLAN NOSING SEE ELEVATION FOUNDATION PLAN 0 _j Ca CD v CMU BASE w/ (1) #5 , . •° e•° . ,° ' SEE �.. Zz GARAGE WALL VERTICAL @ EACH _T. ° °f ;� ° — ' I< �' °f PLAN BEYOND CORNER. SEE FLR. 1 i ° e ° op fvi I I --- 11 1° e e' e. I I ((—I .e v �.. _I — I I ( —IIIe CONC. SLAB PER PLAN FOR BASE SIZE - � e. FOUNDATION __._. _.._....._ �� z (2) #5 DIA. BARS TOP - ;.. I :: •. z ¢ (2) #5 DIA. BARS @ TOP- I .' ' !..I g 00 X DRIVEWAY BY °° ° @ —1 ( e ,. ° e ' ° w ¢ o W Z PLAN BUILDER- CONCRETE d' : WHEN MONO DEPTH _I _ j °. I O WHEN MONO DEPTH - °.rLa.. a Z Q z 0 OR PAVERS SEE FOUNDATION FOR I n > EXCEEDS 26", IF - e I- EXCEEDS 26", IF I I- ; e g PAD SIZE e ° W DEPTH < 26 THESE - °, DEPTH 26" THESE - I'. <.. at O o W BARS ARE NOT REQ'D =1 L " BARS ARE NOT REQ'D " NIC. SLAB ORe° . ar,.;. -�*' ; W PRU. OVERS PER PLAN a ° > w I I e GRADE - "� "� _ I I. I I` a GRAS O W #3 STIRRUPS @ 4811 _ #3 STIRRUPS @ 4811 ° ■■ ° I' .4' " ' 4 ea.I .' ' U ° d I •'° —I 1 I. - W .. ° d - bo < , ° = O.C. WHEN MONO =III=I ' `. .. 1 = I I- z O.C. WHEN MONO I - -� CLEAN COMPACTED e , d DEPTH EXCEEDS 26", .II( -III .' DEPTH EXCEEDS 26"1 u) I 20 x8 I ---- — ° s• ".d g ,.° '. I' IF DEPTH < 26 THESE - °IL�1,... F.., IF DEPTH 4 26 THESE I a4.... Fr.•..;1', - - M� =III =III III- I FILL @ 95 /o STANDARD d a — THICKENED ARS T REQ'D a - ____ a • , - BARS ARE NOT REQ'D I- .' :.' I _ .. .• ; EDGE W/ (2) #5 -III-1 1 I=I I "-I 1-1 DENSITY - B ARE NO I _ CONTINUOUS 11-8" 3" COVER TYP. CLEAN COMPACTED _I I ( 4 d 4 L,�e ""� "�°_ = 1= I I h I I CLEAN COMPACTED (2) #5 BARS CONT. W/ , ; , I I (I = I- - (2) #5 BARS CONT. W/ _III _ GLEAN COMPACTED FILL @ 95% STANDARD - + d ° " el 3" COVER TYP. 1'-411 FILL @ 95% STANDARD 3" COVER TYP. 11_411 FILL @ 95% STANDARD n DENSITY - I DENSITY DENSITY F1 THICKENED EDGE @GARAGE DOOR F) FOOTING @ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING fiF2�DEEP MONOLITHIC FOOTING W/ STAIR o m 3/411=1'-0" 3/411=1'-011 3/4"=1'-0" 3/4"=1'-0" z 0� 11 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE Z 0 PENETRATION 0 _ J J 11 CMU - _ _ -° d- •-- \� W 8 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE Q � CONC. SLAB PER FINISH PER ELEV, I - a - I CENTERED AT PIPE I I (((I I I =1 -_ O 0 1 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I - ? I - I 00 00 0 FINISH FLOOR ELEV. - - - I- N FINISH FLOOR - - a • d • PENETRATING 00 =1 I I— ° d.a ° ° 0 _.I Z RADE PIPE '= I = -III=III= U � W O .�.... PENETRATING PIPE —I I SEE FDN. I I_ Q 0 -- LOOP TIE (TYP.) — °° °' d •� — "';-I' I I S ZE & REOINF. I 0 EE = ' ° *-' r - LI=I I= I (_ I I IEEE — I I= PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. -III= I=)I= ,; I ( FOOTING PER PLAN I- (I=) = 1= - -=1 I I� STRUCTURAL ENG: CFG / BAD DIAMETER TO BE 2 1 -III-III-III- u' g PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN III—III I I III I I =1 I I I THAN THE THE / FILL@ 95% STANDARD -1 I I-I�- SEE FDN PLAN I- I i I I STRUCT: DJ PENETRATING PIPE (SIDE VIEW) DENSITY I 1 I-1 I IE FOR SIZE - PVC SLEEVE I —I I _ & REINF, =1 QC CHECK: CC (FRONT VIEW) — JOB No. TM - 2170955 SCALE: —_ AS INDICATED PIPE VERTICAL THRU FDN 2F DATE: 06/12/2017 *F'1' TYPICAL FOUNDATION PENETRATIONS NOT USED 3/411-1"-0° SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. n (1) #5 BAR IN PRECAST LINTEL 1. MIN. (6)1/2"x5" TITEN HD W/ 3-1/2" MIN, EMBED. (2) 2x TOP PLATE W/ TO BE INSTALLED WITHIN 4" MIN, FROM 2. MIN. (6)1/2" ASTM F1554, Gr, 36 (OR BETTER) THREADED ROD W/ (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 4-112" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV, USE 2x6x12 P.T. SYP #7CENTER TYPICAL TIE BEAM w/ 3000 psi HOOK 2"x2" SQUARE WASHER BUCK SEE PLAN FOR WALLCONC. w/(11) _. #5 REBAR CONT, (2) #5's VERTICAL IN 112" J -BOLT w/ 51/2" EMBED. FRAMING INFO MIN. (6)1/2" DIAMETER 2x P.T. SYP #2 NAILER w/ (1) n ° STD HOOK GROUT FILLED CELL 114"x2 314" TAPCONS @ 24" BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM - --___. O.C. & 4" FROM ENDS WALL SCHEDULE pa ' FURRING TO CMU W! 2x FRAMING PER I I BUILDER FRAME 1 1/2" OF OPENING ANCHOR NOT PERMITTED PLAN (1) #5 BAR IN PRECAST LINTEL MIN. -i._v SIZE TO BE INSTALLED WITHIN 4" MIN, FROM MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ :. TYPICAL FILLED CELL .x4 3LOCKING ATTACH TO STRUCTURAL 2 1/4" FACE OF CMU 1-1/2" OF HEAD JOINT STRUCTURAL a4 w/ 3000 psi CONC. w/(1) (2) #5's VERTICAL IN -- - 19,, MIN. (6)1/2" DIAMETER '/16" OSB W/ (2) 8d #5 REBAR VERT. GROUT FILLED CELL 12" O.C. SIDES FROM TOP OF J -BOLTS USING 2"X2" SQ. WALL TO BOTTOM OF VERIFY w/ PLAN FOR I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, WASHERS & 5-1/2" MIN. x 3 1/4" 4 '.. REQ'D LOCATIONS BEAM, ATTACHED PER N/ 6d NAILS @ 16" O.C. I NAILING SCHEDULE EMBED. AT EA. 2x6 P.T. DOOR p NAILING SCHEDULE E2x8 3/16" x 3 1/4" BUCK, EA. SIDE OF OPENING. 2 EDGE � MAX. 2 PLIES OVER INITIAL P.T. BUCK. FIRST ANCHOR (BOTTOM & 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CMU WALL PER PLAN OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. S. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL I F.F. & 6" BELOW TOP OF THREADED ROD PER I 1� (1) #5 VERTICAL IN L.; BUCK. SPACE REMAINING (4) EQ. SPACED TITEN HD ANCHORS w/ GROUT FILLED CELL (IF " PLANS. MIN. 6 FROM w ANCHORS @ 24" O.C. MAX MIN. 1 J" EMBEDMENT FOR HOLLOW REQ'D PER PLAN) END OF BRG. WALL! BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL �.,... > " SYP #2 BUCK END,1 1/2" BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON m � o "- OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" LINTEL PLAN FOR co m w ABOVE GARAGE F.F., EA. 0 o - ¢ o BASE PLATE �I FROM TOP AND BOTTOM AND 12" O.G. o ADDIT`L REBAR INFO q0 a � SIDE OF OPENING � CONNECTION PER BRG � . � BETWEEN NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL fi`6O GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS t16010BEARING/ SHEARWALL CONNECTION TO CMU (MAX. 170C) 1/2"=V-0" 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITIONAL INFORMATION (HEADER CAN BE EITHER UPSET OR DOWNSET) 2x BLK'G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END HEADER PER EACH END LOCATION END VIEW w/ CMU (3) 16d COMMON NAILS (TYP,) PRECAST LIN I PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W! (2 NAILS 7/16" OSB EA. ; 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUDF 0/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 3/4"=1'-0.. ___ HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x TOP PLATE (2) 2x PLATE 2x BUCK DETAIL SPF CONT. MIN. 2x4 SPF #2 KNEE --'`- WALL WITH STUDS @ 16" O.G. W/ SIZE I I ( ) 2x #2 SYP SEE PLAN 2 MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ #ROWS .x4 3LOCKING ATTACH TO STRUCTURAL 2 1/4" FOR BEAM SIZE STRUCTURAL 2x PT BOTTOM ---� SHEATHING ON BOTH x 21/4" 19,, SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF x 2 1/4" 12" O.C. SIDES FROM TOP OF JAILS WALL TO BOTTOM OF 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER x 3 1/4" RADIUS AS REQ'D BEAM, ATTACHED PER N/ 6d NAILS @ 16" O.C. I NAILING SCHEDULE x 3 1/4"19" p NAILING SCHEDULE FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS >x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi FO __ 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. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN 3/4"=1'-0" SEE PLAN PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE OPENING SIZE AND SIZE TAPCONS SPACING #ROWS 1x4 3/16"x 2 1/4" 12" O.C. 1 2x PT BOTTOM ---� 3/16" x 21/4" 19,, PRECAST LINTEL OR --- 1x8 3/16" x 2 1/4" 12" O.C. 2 PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR CONNECTION PER STD. CONNECTOR Qu 2 4 3/16" x 3 1/4" 12" O.C. 1 3/16" x 3 1/4"19" p SCHEDULE E2x8 3/16" x 3 1/4" 12" O.C. 2 1/2"=11-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D OPENING SIZE AND NOTES: 1/2" x 8" ANCHOR BOLT LOCATION PER PLAN OR TITEN HD @ 32" — (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF CIO o 2x PT BOTTOM ---� I WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE PRECAST LINTEL OR --- 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE KNOCK OUT COURSE MASONRY WALL PER OF BUCK. L RADIUS AS REQ'D PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR CONNECTION PER STD. CONNECTOR Qu IQs0 a O� Q EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO Q P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. o • ®® °®®yd' ®®••®®® 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO p SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS ®®••�'•C,�,®�® ®®®� ®®®•• ��`®�� ®®®�®®1111111110% STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. EDGE � MAX. 2 PLIES OVER INITIAL P.T. BUCK. m 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. S. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID. GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS 1/2"=11-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM 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" 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 Nil 0 1/2" x 8" ANCHOR BOLT M OR TITEN HD @ 32" — (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE END CIO o 2x PT BOTTOM ---� I PLATE PRECAST LINTEL OR --- ( KNOCK OUT COURSE - BUILDER FRAME MASONRY WALL L RADIUS AS REQ'D KNEEWALL AT UPSET BEAM 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" 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 Nil 0 KNEEWALL OVER MASONRY WALL 3/4"=1'-0" W J CIO Q Lu WV. � i w 0 Z �. PRE-ENG.TRUSS PER U) p v PLAN, 24" O.C. MAX ?� ROOFING MATERIAL Wu O Vi ll[ PER ARCHS �- SEE FRAMING PLAN � J Z Z FOR CONNECTIONa IW- W O INFO - 1--- � 1"� SEE ELEVATION I— `.J TOP OF MASONRY W W SEE ARCH PLANS FOR _ OVERHANG INFO' 01 RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM +•4 W/ (1) #5 CONT. *F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID 00 o 3/4"=1'-0" 3/4"=1'-0" Z U) 0 11 2x STUDS @ 16" O.C. FOR KNEEWALL PRE -MANUFACTURED SPECS W/ 2" MIN. CHIMNEY CAP WINFLUE PER MANUF. F- Cy O ¢ DOW PER Z OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT � B j F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE FLOOR PLAN Z & FRAME ROOF SHEATHING FOR STRAP S J 2'-0" ABOVE A POINT O i2 1 WITHIN 10'-0" OF THE GALVANIZED FLASHING V) Q O CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR � � D � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END DY (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL tp 0 1 OTO TOP CHORDS OF TRUSSES BELOW WHEN \ OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 a* 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. CO 2x4 FRAMED CRICKET II O J E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" —EXT FINISH PER PLAN Z 4 W/ GALVANIZED LU O O.C. MAX. w/ (4) 10d -"' FLASHING 0 'J Cl 6 - NAILS NAILS TO BOTTOM + + + UJ >" O O F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) 10d NAILS + K TO TOP CHORD; NOTE • ��, MAIN FLOOR � O O FRAMING DETAIL IF WALL HEIGHT IS , " G DOUBLE TOP PLATE BETWEEN 4FT &BFT, (4) 16d COMMONS ELEV 0-0 q LL Q B + + NAILED @EACH END CONC. SLAB - `.... USE 2x6 SYP #2 STUDS VERT REINF. BEYOND + SEE FOUNDATION _ SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR GALVANIZED FLASHING C 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I I II I I I: III_ DRAFTING: AL ENG: CFG / BAD HO 16d COMMONS END _._ RAFTER 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL MASONRY WALL PER STRUCT: DJ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ `` E 16d COMMONS END 2x4's I I- PLAN SEE FOUNDATION O STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL QC CHECK: `- `^ CC FINISH PER ARCHSFG IN 2x4's + + JOB No. TM - 2170955 '`.,, + DETAILS FOR FTG INFO _._.. CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 SCALE: AS INDICATED K RAFTERS w/ O 2 LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN DATE: 06/12/2017 NAILED @ 6 O.C. STAGGERED 0 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL S0 TYPICAL ONE STORY G'AAI i XACAi i ecr-rinnl 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. ..._ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .. F0 ) DORMER FRAMING DETAIL 3/4"=1'-0" JUL M STRUCTURAL ®" " CIO o SHEATHING _5 TYP. TRUSS TO FRAME Co ' CONNECTION PER STD. CONNECTOR Qu IQs0 a O� Q W Q NOTES o • ®® °®®yd' ®®••®®® p FRAME OUT TO BLOCK ®®••�'•C,�,®�® ®®®� ®®®•• ��`®�� ®®®�®®1111111110% EDGE � ®®®® m (2) 2x TOP PLATE �../ (2) 2x #2 SYP SEE PLAN O FOR BEAM SIZE (ONLY o IF OPENING PROVIDED • Of�P, PER PLAN)O MIN. 2x4 SPF #2 KNEE co a WALL w/ STUDS @ 16" •- O.C. w/ STRUCTURAL o O SHEATHING FROM MM C N -I O TOP OF WALL TO BOTTOM OF WALL. ATTACHED Z y• PER NAILING SCHEDULE O �`� V h �•° OTHERWISE SP2 CLIPS 9�S`� Z AT TOP AND SP1 CLIPS AT BASE ARE REQ'D �G O� 0 �C W KNEEWALL OVER MASONRY WALL 3/4"=1'-0" W J CIO Q Lu WV. � i w 0 Z �. PRE-ENG.TRUSS PER U) p v PLAN, 24" O.C. MAX ?� ROOFING MATERIAL Wu O Vi ll[ PER ARCHS �- SEE FRAMING PLAN � J Z Z FOR CONNECTIONa IW- W O INFO - 1--- � 1"� SEE ELEVATION I— `.J TOP OF MASONRY W W SEE ARCH PLANS FOR _ OVERHANG INFO' 01 RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM +•4 W/ (1) #5 CONT. *F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID 00 o 3/4"=1'-0" 3/4"=1'-0" Z U) 0 11 2x STUDS @ 16" O.C. FOR KNEEWALL PRE -MANUFACTURED SPECS W/ 2" MIN. CHIMNEY CAP WINFLUE PER MANUF. F- Cy O ¢ DOW PER Z OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT � B j F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE FLOOR PLAN Z & FRAME ROOF SHEATHING FOR STRAP S J 2'-0" ABOVE A POINT O i2 1 WITHIN 10'-0" OF THE GALVANIZED FLASHING V) Q O CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR � � D � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END DY (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL tp 0 1 OTO TOP CHORDS OF TRUSSES BELOW WHEN \ OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS 0 a* 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. CO 2x4 FRAMED CRICKET II O J E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" —EXT FINISH PER PLAN Z 4 W/ GALVANIZED LU O O.C. MAX. w/ (4) 10d -"' FLASHING 0 'J Cl 6 - NAILS NAILS TO BOTTOM + + + UJ >" O O F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) 10d NAILS + K TO TOP CHORD; NOTE • ��, MAIN FLOOR � O O FRAMING DETAIL IF WALL HEIGHT IS , " G DOUBLE TOP PLATE BETWEEN 4FT &BFT, (4) 16d COMMONS ELEV 0-0 q LL Q B + + NAILED @EACH END CONC. SLAB - `.... USE 2x6 SYP #2 STUDS VERT REINF. BEYOND + SEE FOUNDATION _ SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR GALVANIZED FLASHING C 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I I II I I I: III_ DRAFTING: AL ENG: CFG / BAD HO 16d COMMONS END _._ RAFTER 2x4 BLOCKING W/ (2) +++ NAILED TO VERTICAL MASONRY WALL PER STRUCT: DJ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ `` E 16d COMMONS END 2x4's I I- PLAN SEE FOUNDATION O STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL QC CHECK: `- `^ CC FINISH PER ARCHSFG IN 2x4's + + JOB No. TM - 2170955 '`.,, + DETAILS FOR FTG INFO _._.. CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 SCALE: AS INDICATED K RAFTERS w/ O 2 LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN DATE: 06/12/2017 NAILED @ 6 O.C. STAGGERED 0 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL S0 TYPICAL ONE STORY G'AAI i XACAi i ecr-rinnl 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. ..._ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .. F0 ) DORMER FRAMING DETAIL 3/4"=1'-0" JUL SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS 1 / 1 B M ,— BEAM PER PLAN SIMPSON H10A ' ..II u DIAGONAL TO BEAM BEAM CONNECTION SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) WHERE O.H. iS > T-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN BACK TO 1ST COMMON TRUSS WITH (3) 12d TOENAILS. CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. 1'-0" MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA.pIAG. AS SHOWN. FASTEN ROOF SHEATHING TO SHEATHING PER PLAN 1'-0" MAX PLYWOOD CANT. O.H. 7'-0" < HA 9'-4" LU Q 0 9'-4" < H:614' -D" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2)2x4 BRACE STRONGBACK TO OUTLOOKER (MAX. FOR NAILING DIAGONAL 2x4 BLOCKING (2) 12d @ EACH END GABLE VERTICAL ROOF SHEATHING X L,6-- . 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING WALL TO GABLE X X X X 81, O.C. BLOCKS w/8d NAILS SEE ELEV. FOR END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN TRUSS PER PLAN 2x4 LEDGER (2) 10d TO STUD) TRUSS PER PLAN TRUSS \ HEADER PER PLAN IF 2x FASCIA w (2) 16d @ 6" O.C. O.H. SIZE INTO BLOCKING, (4) 8d NAILS @EACH WEB END NAILS @ EA REQ'D. MIN (1) JACK & TRUSS PER PLANEXTERIOR CONT. 2x4 SHEATHING. (1) KING STUD w/ SIMPS. g ATTACH PER PLAN LSTA18 HEADER TO WHERE O.H. IS > V-0'; a FROM TOP OF WALL STUDS TYP. BASE DOUBLE 2x TOP PLATE \ �`� I 2x4 DIAGONAL BRACE TO BOTTOM DROP END GABLE w/ 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ', @ 48" O.C. TO 3RD OUTLOOKERS @ 24" 1/2" x 8" J -BOLT @ 32" Z DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR FASTEN SIDE WALL 2x8 #2 SYP PT. BASE Z\ \ \ BAY REQ'D w/ LINTEL SEE PLAN O.C. TO RUN BACK TO PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN "' IN CMU. OR SIMPSON "� �'. ANCHOR BOLT OR SIDE OF EA. STUD. SHEATHING PER PLAN. STRONGBACK, SEE TITEN HD @ 32" O.C. & 1 ST COMMON TRUSS -- 6" FROM EACH END FRAME WALL SPLICE DETAIL N°GMUSEE WALL SP STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING (5) 16d NAILS BRACE \ CHART WITH (3) 12d TOENAILS. . SIMPSON DTC, (2) 8d - Q_TO 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, BLOCKING \ GABLE BRACING (+) CONNECT TO DROP Q_ PLATE 10d COMMON NAILS @ EXT. SHEATHING; SIMPSON H10A ATTACH PER PLAN \ SEE CHART GABLE WITH H2.5 CLIP. U I 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 DIAGONAL TO TOP � MAX 2'-0" O.H. ON (1) SIDE OF U)PLATE RAFTER & A35 ON ADJ TRUSS PER PLAN PROVIDE 2x4 BRACE _ DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE W INTO BLOCKING, (2) (AS SHOWN) TO EA. ADJ. DIAG. 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D ---- CONT. 2x4 META16 AT 24" O.C. FASTEN SYP OR SPF FRAME WALL CONNECTION 16d NAILS. PER CHART SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON (5) 16d NAILS BRACE 2x4'S @ 24'' O.C. SDS SCREWS TO TOP WALL SHEATHING PER !. a' LAY 2x4 BLOCKING — — — — CHORD OF EACH GABLE BRACING @ 48" LINTEL PER PLAN I" s TO BLOCKING GABLE END •:,; . BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN a O C NOT Dr-fl-IM6' A A NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH PROVIDE 2x4 BRACE SHEATHING FASTEN CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO IV BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w MAX. ATTACHMENT w/ (3) 10d TOENAILS EA. END PROVIDE 16d NAILS zo GABLE END TRUSS TO c 2x TOP PLATE TO "' PLT.@12" D.C. MAX. Y = v GABLE END W/ 16d �I o m NAILS @ 6" O.G. O FRAMING FOR FALSE l_ CMU WALL OR LINTEL HGA10KT @ 32" O.C.BEAM, IF REQ'D w/ (3) BELOW10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** rGE_04 GABLE END @ FLAT CEILING CONNECTIONS FROM EAVES GABLE END TO EA. ADJ. DIAG. 1„� ��uSHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN W 450PER PLAN. 16d NAILS. SPLICE AS REQ'D GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < HA 7'-0" (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614' -D" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2)2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. (2) 16d TOE NAILS / �.•�/ 3/4"=1'-0" 10d COMMON NAILS (1) A23 FROM 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING W/ (2) 12d END NAILS @ 6" O.C. STRONGBACK TO OUTLOOKER (MAX. FOR NAILING DIAGONAL 2x4 BLOCKING (2) 12d @ EACH END GABLE VERTICAL ROOF SHEATHING X L,6-- . 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 SPAN 2'-0") w/ (2) 16d 2-01. MAX. 10d COMMON NAILS @ 81, O.C. GABLE END BRACING 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" Mi TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L REQ'D BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ PER HIB -91 & TRUSS 16" O.C. TYP. MANU.'S DRAWINGS; CEILING GYP. BD. IS 2x8 #2 SYP PT BASE NOT A DIAPHRAGM PLATE CMU WALL PER PLAN 40GABLE END @ VAULTED CEILING 3/4"=V_01. I L,9 CF01 FIELD FRAMED VALLEY DETAIL OUTLOOKER 3/4"=1'-0" (2) 16d TOE NAILS / �.•�/ 3/4"=1'-0" NAILS INTO TOP PLATE 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING W/ (2) 12d END NAILS BRACE TO LEDGER OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d @ EACH END ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2-01. MAX. STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN TRUSS PER PLAN 2x4 LEDGER (2) 10d TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS HEADER PER PLAN IF 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d NAILS @EACH WEB END NAILS @ EA REQ'D. MIN (1) JACK & 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" Mi TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L REQ'D BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ PER HIB -91 & TRUSS 16" O.C. TYP. MANU.'S DRAWINGS; CEILING GYP. BD. IS 2x8 #2 SYP PT BASE NOT A DIAPHRAGM PLATE CMU WALL PER PLAN 40GABLE END @ VAULTED CEILING 3/4"=V_01. I L,9 CF01 FIELD FRAMED VALLEY DETAIL OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) 10d HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK & TRUSS PER PLANEXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. g ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE N I TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ', 16" O.C. 1/2" x 8" J -BOLT @ 32" ,'" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN "' IN CMU. OR SIMPSON "� �'. ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & :.. CENTERED BETWEEN 6" FROM EACH END FRAME WALL SPLICE DETAIL N°GMUSEE WALL SP STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) I 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU E@ND NAILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER !. a' LAY 2x4 BLOCKING — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW •:,; . BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN a ATTACH W/ (2) 10d -� VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. •a• �---- SIMPSON H10A DIAG. �" ��pt1111111 TO BLOCKING No", ®® w M 00 ----_ y� �2 '�. GABLE BRACING @ 48" PROVIDE 2xBLOCKING" ~ uj ® o da.a z: O.C. MAX. 45° FROM FOR NAILING 04' Z ,�,; d ¢ X* 0 HORIZONTAL (+/- 10") S 1i Bw $ C'0 Qom: W Q BRACE NOT REQUIRED "�®®•® •®•••••y Z 6' FROM EAVES, TRUSS PER PLAN®®®®� PO SEE PLAN FOR ®�®®1111111110% m I� SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES �, l BETWEEN TRUSS BAYS Pal 0 @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL(FRAME WALL SHOWN; '` �Jy "� FOR REQ'D MAY ALSO BE a `' jfz�. 'Cr CONNECTIONS MASONRY) • -' ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** o Z U � 0 Z E UZ �O U o� Cay Q GEO GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. o j CDj it's OUTLOOKER OR CONV. FRAME OR < W F. HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES FOR ADDT'L INFO. 0 Z t SIMPSON LSTA12 OR I=. SP4 CONNECTORS @ --1 t 24"o.c.1F HEADER WITH GABLE TRUSS t UPLIFT SPAN 4'-6" OR Z • MORE. EXT. SHEATHING; �/ 0 t ATTACH PER NAILING LL I 2x DOWNFRAME TO SCHED. W t t DOOR AS REQ'D (2) 16d NAILS TO EA. o J Z t COMMON TRUSS t t H W t SIMPSON META16 @ W V t t 32" O.C. GABLE TRUSS MAIN SPAN ROOF M t 1/2 THREADED ROD TO MASONRY. AT _ t t EA. SIDE OF HEADER WOOD WALL TRUSS =� l (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR t I PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY j t GEO GABLE END AT VALLEY FRAMING m c t 3/4"=1'-0" Z t HEADER STUDS PER 0 11 L_ t HEADER SCHEDULE (' N U.N.O. ON PLANS Z 0 Z J J ....LU DO t ATTACH JAMB STUDS D R O,c,F�iU,4, PER WF08/SD4 to (� 1 NC 0000 � N � P.T BASE PLATE O ry CL NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN STRUCTURAL ENG: CFG --BAD _ STRUCTURAL _T _.---- - ._........_.�___ ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT:LL DJ STUDS REQ'D. QC CHECK: CC -- - ------ JOB No. TM - 2170955 SCALE AS INDICATED DATE: 06/12/2017 WFO TYPICAL HEADER DETAIL NOT USED 1/2"=l' -O" 3/4"=1'-0" D3 1 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. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE NAILS TYP TOP & BOT (SOLID BLOCK W/ 2x6 NAILING — + w ATTACH 2x4 STUDS TO ) REQUIREMENTS THIS II II II �� �o JII I I I II IIII II II I1 p= o 0 + • — (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12dDETAIL • FOR ALL TOP NAILING PER 10d x 3" COMMON O 2x4 LEDGER W/ (2) 16d NAILS 16" O.C. @ SCHEDULE FLOOR SYSTEM PLAN • WITHIN 48" OF SPLICE • TOE -NAILS TYPICAL AT PLATE SPLICE • • ' ' CUT TO FIT 2x BOTTOM PLATE SIMPSON H3 CLIP O.H. SIZE OPENING SIZE 1 BEYOND SEE PLAN + THEN (2) ROWS 10d ALL LOCATION • ' LOCATIONS) ;ion contained in this document is copyrighted and TOP & BOT., 2x8 TO fiFl EXTERIOR SHEATHING SCHEDULE oo 2 1/2" z 3/4"=1'-0" 2x12 w/ 10d X 3" NAILS NAILS @ 8" O.C. 2x4 #2 SPF . • . • (22) 10d NAILS (ALL z z p BLOCKING @ 24" O.C. w FRAMING PLAN FOR CORNER CONDITIONS S OTHERWISE 2x4 WALL BEYOND ��•,M/� SPACING EXTERIOR SHEATHING - 1 1/2" Z w + ++ + + (4) 12d NAILS EACH - . TALLER STUD) w � AGAINST 2x8 STUDS 2x4 #2 SYP P.T. @ EA. '� TRUSS MEMBER ATTACHMENT BY N 16" O.C. MAX. Q • st8„ ATTACHED PER t i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x b Q N PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL (WF08/SD3) SEE FLOOR PLAN FOR i I LINTELS TRUSS LINTELS FOR MORE INFO ',.'. N UNDER GIRDER TRUSS 10d x 3" COMMC LINTEL PER PLAN I i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. OVERLAP TOP PLATE 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •Q AT CORNER 10d x 3" COMMON OPP. w/ 1/4" x 3 1/2" 2 ( ) w/ (2) 1/4" x 3 1/2" TOP SPLICE @ • - -� ' SIDE 2 2x TOP PLATE O SPACED EVENLY O DOUBLE 2X4 TOP PLATE • • ATTACH 2x8 STUDS TO VERTICALLY NAIL BOTTOM PLATE 0 BUILT-UP W (2) U 2x6 . • TOP PLATE W/ (4) 12d 2x8 w/ (2) 10d NAILS @ TO EACH PLY OF BUILT z SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD TOE NAILS TYPICAL UP COLUMN BELOW W/ ATTACHMENT BY 0 C0 2 1/2" EDGE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d AT ALL LOCATION (2} 10d NAILS °0 °0 TOE -NAILS TYPICAL A7 co ALL LOCATION TOP SPLICE 10d x OPP. SIDE COMMON ' BOTTOM SPLICE OVER DOUBLE 2x8 TOP TDP PLATE CORNER TRANSITION STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's OUTSIDE (2) 2x4's 0 z a co 3 C G u a EDGE DISTANCE PER VVIL INSIDE PLY NAILS NAILED AT 8" O/C (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2XIs FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V-0" -re- ■ Alk I ae1nn" L-WM A ell it Ar nKlr.+ GX LJDL 1 Vr rLl'1I G __.._-_ rv11111. Iviac L.nr I yr i"n 1 invu Jr r_m I MIND rr_m rLM1V BEYOND 2 INSTALLED VERTICALLY. 1fD NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3�8" NOTE: SOFFIT FRAMING & LEDGER NOT LL O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY _ _ _ Ir U O (1)ROW OF 8d COMMON NAILS @ 3" O.C. SOFFIT MANUFACTURER'S SPECIFICATIONS. A' =NAIL SPACING 6 w z D Q Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON OV SC OV Sc ROOF SHEATHING, II I I II II II O� U_ zI& �" II I I II II II a w ~O NAILS @ 3 O.C. 1/2 A 1/2" 2x< SGT ROOF SHEATHING, ?�<FNC A�rO FASTEN PER PLAN -- — — a Z @ NAIL OPENING PERIMETER w/ (2) ROWS OF 8d tiO,e,�SS FASTEN PER PLAN O SSS III w 0 COMMON NAILS@ 3" O.C. — — py A, III III II I I I WALL SHEATHING 0 = 40 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL " ti 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III II 11 I DETAIL. MAX 1/8 EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENINGIII II 11 II SPACE BETWEEN w w O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" III 11 I 4 II PANELS i U) COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT III 3 II I II II � \:J PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4 O.C. PROVIDE (4)10d x3 -I PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I ( � p HEADER W/ 8d COMMON NAILS @ 3'" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS STUD PER PLAN II I III I I II II �- O TOP &BOTTOM „ AROUND 2x STUDS BEYOND, � SHEATHING SPLICE @ 4 O.C. III OPENING III I I I I I I SEE PLAN FOR MORE ¢ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO I— Z F- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA III — III II II I 2 FASCIA BLOCKING GYPSUM WALLBOARD x w u) IIII II— II IIII II II II �� �o JII I I I II IIII II II I1 p= o 0 EXTERIOR WALL/TRUSS 2x4 PT LEDGER W/ 0 U_ N °° NAILING PER ___--O O 2x4 LEDGER W/ (2) 16d NAILS 16" O.C. @ SCHEDULE FLOOR SYSTEM PLAN w0 `" 2x4 BLOCKING PLACED — 12d NAILS @ EACH END w CUT TO FIT 2x BOTTOM PLATE SIMPSON H3 CLIP O.H. SIZE OPENING SIZE 1 BEYOND SEE PLAN CONDITION @ FRAME WALL SHEATHING DIAGRAM ;ion contained in this document is copyrighted and TOP & BOT., 2x8 TO fiFl EXTERIOR SHEATHING SCHEDULE PRE-ENGINEERED 3/4"=1'-0" 2x12 w/ 10d X 3" NAILS REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS BLOCKING GYPSUM WALLBOARD x PER PLAN 2x6 SYP #2 LEDGER. TO 2x4 #2 SPF CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP S LEDGER PER PLAN TO LEDGER EXTERIOR WALL/TRUSS 2x4 PT LEDGER W/ TO GABLE END STUDS MORE INFO & NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS 16" O.C. @ SCHEDULE O.C. PLAN 1/4" x 2 3/4" TAPCONS AT 2x4 BLOCKING PLACED SEE ELEV. FOR 12d NAILS @ EACH END SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE SIMPSON H3 CLIP O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL fiF1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ;ion contained in this document is copyrighted and TOP & BOT., 2x8 TO NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 2x4 #2 SPF j3/4"=1'-0" ROOF TRUSS - SEE (22) 10d NAILS (ALL z OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND---�—�`" NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 767 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE SEE FOUNDATION a'Q 4,1ii • PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST �01CORNER COLUMN FRAMING 3/4"=1'-01' COPYRIGHT MCD 2014: The informal SEE ROOF SHEATHING, ®®®®.� �S ®®®® LLj 2x6 SYP #2 LEDGER. TO 2x4 #2 SPF STUDS w/ (2) 1/4" X 4'/" TO STUDS OR BEAM w/ PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO GABLE END STUDS m EXTERIOR WALL/TRUSS DOUBLE TOP PLATE TO GABLE END STUDS MORE INFO & MORE INFO & w/ (2) 16d END NAILS MAX.; SDS SCREWS @ 16" SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END 1/4" x 2 3/4" TAPCONS AT SYP #2 LEDGER w/ 1/4" @ EACH STUD 12d NAILS @ EACH END SEE PLAN ++ x x SIMPSON H3 CLIP DESIGNED FOR 2x12 BOX HDR w/ 2x8's D01 TYPICAL SHED ROOF DETAIL TRUSS, MEMBER 1/2"=1'-0„ ;ion contained in this document is copyrighted and TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF G�� ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST A, NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + ++ + + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) w � 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. '� TRUSS MEMBER ATTACHMENT BY CONNECTION 16" O.C. MAX. TRUSS w/ 4 12d NAILS O 2x8 w/ (2) 10d NAILS @ BUILDER 2x BRG WALL, SEE t i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x b PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN 2 2x O SEE FLOOR PLAN FOR i I LINTELS TRUSS LINTELS FOR MORE INFO ',.'. m UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN I i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •Q 2x BLOCKING w/ 1/4" x 3 1/2" 2 ( ) w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. ' SIMPSON LSTA24 EACH ---""" `-r 2 2x TOP PLATE O SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER 6 F1 SECTION @DOUBLE BEARING fiFlkSTEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 ' HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND---�—�`" NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 767 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE SEE FOUNDATION a'Q 4,1ii • PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST �01CORNER COLUMN FRAMING 3/4"=1'-01' COPYRIGHT MCD 2014: The informal SIMPSON H3 CLIP 3/4"=11-011 ®®®®.� �S ®®®® LLj 2x6 SYP #2 LEDGER. TO 2x4 SYP #2 LEDGER. STUDS w/ (2) 1/4" X 4'/" TO STUDS OR BEAM w/ SIMPS. SDS SCREWS @ (2) 1/4" X 41/V SIMPS.-7 16" O.C. MAX.; SDS SCREWS @ 16" TO GABLE END STUDS m EXTERIOR WALL/TRUSS 2 %" SIMPS. SD% ( ) 1/4" X 3 TO GABLE END STUDS SCREWS @ 16" O.C. w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. MAX.; SDS SCREWS @ 16" TO MASONRY w/ 2x6 PT O.C. MAX.; SYP #2 LEDGER w/ (2) TO MASONRY w/ 2x4 PT 1/4" x 2 3/4" TAPCONS AT SYP #2 LEDGER w/ 1/4" 12 12" O.C. x 2 3/4" TAPCONS @12" SEE PLAN SIMPSON H3 CLIP iri ®®®®.� �S ®®®® LLj SHEATHING PER PLAN 2x4 SYP #2 LEDGER. Z TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 41/V SIMPS.-7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; LL TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL TRUSS, MEMBER 1/2"=1'-0„ ;ion contained in this document is copyrighted and is the exclusive proper 1/2"=1`0„ 10dx3" 10d x 3" OPP. SIDE kNCE PER ROOF SHEATHING, FASTEN PER PLAN 2x4 #2 SYP CONT. w/ (2) D) 16d COMMON NAILS EA: STUD OR TRUSS O MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, x USE (2) 1/4" TAPCONS o w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) of O i- W LLj0 W •®®.® iri ®®®®.� �S ®®®® LLj Q❑ Z W :LU co �( . � @ 24" O.C. w/ EXT. V w _J Q ® Q ® t9 ®®®.®.•® �, �® O P���®®®® LL SHEATHING PER SEE TRUSS PLAN FOR MORE INFO & CONNECTION_ VJ o 0 W Sgt ca ©� 1- 06 s W (D it i 0 Z Z 0 v 2x8 TO UNDER SIDE OF ROOF SHEATHING Q t; LLI W '�----- 2x8 #2 SPF VERTICAL Z z big C7 2x8 #2 SPF VERTICALLINTEL H H 9 �./ W @ 24" O.C. w/ EXT. PER PLAN SHEATHING PER ♦ ^ w o SHEATHING PER NAILING SCHEDULE & l� ��fyr� j■;J NAILING SCHEDULE & n (4) 12d NAILS EACH N ED U �3� o T TRUSS MEMBER (TOP O 6 TRUSS, MEMBER M W � C O O i� �� I.l� `./ G�� � 4) ___ _ . <(� 2x8 w/ (2) 10d NAILS @ O �j► EACH VERTICAL POCKET SGD EACH VERTICAL m ATTACHMENT BY LEDGER (&. LOW ROOF BUILDER SEE TRUSS PLAN FOR MORE INFO & CONNECTION_ VJ o 0 W Sgt ca ©� 1- 06 s W (D it i 0 Z Z 0 v 2x8 TO UNDER SIDE OF ROOF SHEATHING Q t; LLI W '�----- 2x8 #2 SPF VERTICAL Z z big C7 2x8 #2 SPF VERTICALLINTEL H H 9 @ 24" O.C. w/ EXT. W @ 24" O.C. w/ EXT. PER PLAN SHEATHING PER ♦ ^ SHEATHING PER NAILING SCHEDULE & W j■;J NAILING SCHEDULE & (4) 12d NAILS EACH ED (4) 12d NAILS EACH TRUSS MEMBER (TOP TRUSS, MEMBER AND BOTTOM CHORDS � U) ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER m c NOT USED fy of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=V-0" Z 0 11 N s ZZZ 0 ow n a� OC W_W,o O 00 0 M N d/ •. m .,� -5 Q0= 0 STRUCTURALENG CFG/BAD DRAFTING: STRUCT: DJ QC CHECK: CC JOB No TM -2170955 ___--- ... ...__ SCALE: AS INDICATED DATE: 06/12/2017 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED __ ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL -' PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED - EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN A LINTEL AS PER PLAN •. WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN f.. FIN. FLR. 0'-0" a 00 GRADE • .� DBL, TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND ®II 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 ROOF TRUSSES AT 24' TRUSS STRAP - SEE ---- STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND t REQ'D # OF STUDS REQ'D # OF STUDS. NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS W Q I) SOLID SHEATHING @ CONNECTIONS HEADER SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER < x1-1/2" 24" O.C. USE < @ ( SyF`c7 CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° (2) 2x SPF TOP PLATE 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 BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER PLATE MIN.0 U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN HEADER SIZE & REQ'D 26" DEEP FACE OF JAMB STUDS/ ! HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE 1/4" X 1 3/4" TITENS) (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING SOLID BLOCKING U.N.O. FLOOR TRUSS PER FLOOR TRUSS SEE STUDS ABOVE PLATE TO BOT. RIBBON, NAIL. PER PLAN FROM TOP OF WALL UNDER COLUMN PLAN FRAMING PLAN FOR U.N.O. — IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL wi (2)1od SILL PLATE w/ (2) 10d BARRIER (FELT PAPERTOE 3/4"=1-0 3/4 =1-0 NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END 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 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER W Q I) SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d F�<<s x1-1/2" @ 24" O.C. (USE z tiFFT SP6 @ 2x6 STUDS & 0 SP8 @ 2x8 STUDS) F- (2) 2x SPF TOP PLATE U.N.O. ON PLAN V HEADER - SEE 2ND FLOOR PLAN FOR MIN. W 0 HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSETFRI AND WINDOW IS 15531 W LOWER: (1) 2x SILL 1111 PLATE w/ (2) 10d TOENAILS. EXT. •�a HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d a ®®® �• ®oo.00°®j�� ®®® a ce) TOENAILS. OPENING®® oo° °°o® ®� ®®�j op LARGER THAN 4FT: (2) q�® �` LL C Y o 2x SILL PLATE w/ A35 0 0 eco = Z CLIPS EACH SIDE w/ 2x S v';, CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILSo �o®® ,® ® W4$', T&B (PLYWOOD �q ®®® °®®. '° !�, Z SHEATHING REQ'D®s✓j®'®®SII+ O T&B) 1 ��! m U-. COL; SEE BRG WALL/ FLOOR w/ (14) 10dSINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. 2 -STORY WALL NAILS (2) SIMPSON LSTA18 THAN 6' ,� c O SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN %/ (2) SIMPSON META16 LINTEL COURSE OR �• INFO. FLOOR W/ (14) 10d 2x TOP & BOT. SIMPSON LSTA30 w/ FLOOR TRUSS TO INTO FILLED CELL USE 11 10d TO STUDS ry fly �r REFER TO NAILS . RIBBONS, CONT. ( ) a Il N MASONRY WALL 1/4 X 1 3/4 TITENS) ABOVE PLATE U.N.O. U �y?J o FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILINGTRUSSES TO BE P.T. IF o INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE © BARRIER (FELT o PER NAILING c 0 MASONRY ATTACHED PAPER SEE FRAMING PLAN fi ATTACH 2x STUDS W/ , (2) 16d NAILS @ 6" O.C. OR SIM IS PROVIDED SCHEDULE; PROVIDE (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL D BASE PROVIDE BLOCKING SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP ( ) BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALLfisATYPICAL" TWO STORY COL. @ GIRDER A�S42nd FLOOR CORNER FRAMING ATTACHMENT fiso'kHEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR 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 SHEATHING PER PLAN NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE BOTTOM CHORDS 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE ATTACH PER NAILING SCHEDULE, 48"' O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PIAN FOR CONTINUOUS FROM @ SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP O TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ BEARING WALL PER. AGAINST TRUSS SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12"" O.C. (2) 12d @ 12„ O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12” O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 164 NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON S; BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ ACCOMMODATE PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER STRAP (1) 5/8" TYPE "X" WHEN CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR I 3" O.C. WALL °'' r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER :'' MASONRY WALL PER : BLOCKING w/ (4) 16d . SHEATHING TO I. MASONRY OR MTS12 OR (3) 16d TOENAILS PLAN BOTTOM PLATE PLAN MAX. 1/8" GAP AT WOOD ' SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MAX. 1/8" GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE BETWEEN SHEATHING & CMU MASONRY OR FRAME NO MOISTURE & CMU SEE CONNECTION WALL PER PLAN BARRIER FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER ( TRUSS PER PLAN OR SIM) IS PROVIDED KNEP SIL OR SIM IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=V-0" j 3/4"=1'-0" 3/4"=1,-0" 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 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. 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) r SEE PLAN FOR FLOOR .I TRUSS DIRECTION r NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a � SEE ARCH DWGS FOR TOPPING INFO Q. a. ^ 3/4" PLYWOOD FLOOR SLOPE CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRETE SLAB SHEATHING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN 3/4"=11-0#0 FOR FLOOR CONNECTION �Og FLOOR GRIDER OR BEAM 0 Q m NSO HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" ♦♦ ^^ VJ J z Q FLLJ ,,g w Ogg >� Z < ice" s " V 0 ♦♦�^^ Q�� Z'� 0 W ON � I m Z S z_ J O wow W W) 0 o 0 � N � H 0_jZ ILU �a0 _ o w 0_ STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2170955 PERMITTED SCALE: AS INDICATED -- SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO DATE: 06/12/2017 F01 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" D 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. 2x BRG WALL W/ 2x BRG WALL W/ 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x$"s MIN. SPF #2 @ 16" EXT. FINISH PER --- EXT. WALL SHEATHING 10d NAILS@ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SP1 @BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @BASE. LSTA18 O.C. MAX U.N.O.) ARCHS PER WF10/SD4 BOTTOM PLATE BLOCK ADJACENT Q ( ATTACH PER NAILING 0 OR MTS12 MAY BE (2) 12d NAILS @ 12"' OR MTS12 MAY BE � 2x4 STUDS @ 16" O.C. BAYS @EACH USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF EXTERIOR SHEATHING CLIPS @ 24" O.C.) MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL L PLATE ATTACH PER SHEATHING TO -- 2x8 MIN. SPF #2 @ 16" ROOF SHEATHING 1/2" GYP. BOARD fis--,,kSECTION @RAISED HEEL TRUSS ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. fiFl�BRACING @ 2 STORY FRAME WALL TRUSS STRAP STUDS BELOW W/ (9) 1Od 6" O.C. 1/2"=1"-0° 1-112°=1'-0" � SHEATHING PER O.C. -SEE FRAMING IPRE-ENGINEERED S (5) 16d NAILS BRACE ROOF SHEATHING PER I SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS TO BLOCKING w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 2x6 #2 SYP CONT. I HANGER BY OTHERS EXTERIOR SHEATHING 2x$ #2 SPF MIN STUDS FROM TOP OF WALL @ 16" O.C. PER PLAN ; DETAIL WF10/D4 PLAN FOR MORE INFO. � LEDGER W/ (2) %"X3-1/2" PLAN. INFO. IF WALL a PROVIDE 2x4 BRACE WINDOW SEE PLAN CONNECTED w/ MTS12 SHEATHING ISN'T CONT. TO TRUSS BELOW) 3/4" TAPCONS PER 16" O.C. MAX. & 3" LU TO EACH ADJACENT BETWEEN FLOORS 1 2x BLOCKING w/ (2) 12d FROM EA. END - USE REQ'D FROM STUDS TO LCESS SIMPSON H10A @ SIMPSON HUS26. USE GIRDER BELOW LEDGER INTO 2x BASE PLATE W/ (2) OR LSTA18STRAP; 3/4 FLOOR SHEATHING CENTER TRUSS 1 RUSS SHOP OIF UNDER 2ND STORY COLUMNS, PROVIDE 2x4 BLOCKING (DRAWINGS 16d NAILS WW SEE LD02/SD4 FOR EACH DIAGONAL TRUSSES ARE MIN. (4) 16d NAILS TO SOLID BLOCKING WITHIN FLOOR SYSTEM 12d NAILS @ 12" O.C. EACH STUD (AT EACH ATTACHED PER STRAP BETWEEN LEDGER SIDE OF G.T. USE (4) UNDER 2ND STORY COLUMN LOCATION. ROOF SHEATHING BETWEEN STUDS W/ — 2x4 CONT. W/ (2) 12d D03 LEDGER @ OPEN TO BELOW MORE INFO. BRACE 3/4"=1'-0" NAILS TO EACH STUD BELOW 2x BLOCKING W/ (2) 12d EXTERIOR SHEATHING NAILING SCHEDULE MASONRY WALL AND 2nd STORY WALL PER FROM TOP OF WALL FASTEN TO DIAGONAL W/ (2) 16d (2) 12d TOE NAILS I PLAN SEE FLOOR FRAMING PLATE ATTACH PER \ r-_ 1 NAILING SCHEDULE 3/4'' FLOOR SHEATHING TOENAILS EACH END � FLOOR TRUSS PER FRAME WALL 1 H2.5 EA. I ATTACH PER NAILING EACH END 1 SCHEDULE LSTA36 EA. STUD MAX. 45° FROM I PRE-ENGINEERED ATTACHED PER (2) 2x4 #2 SYP ABOVE TO EA. STUD I PLAN 2x8 #2 SYP P.T. SILL 13 - I2x6 I ATTACH SHEATHING SEE PLAN FOR 1 I #2 SYP CONT. ALL THREAD ROD LCESS LEDGER W/ (2) Y4'x3-1/2" I SIMPSON HUS26. USE NAILING SCHEDULE BLOCKING SIMPSON SDS WOOD SCREWS @ HUS26-2 FOR 2PLY SS. VERIFY W/ 16" O.C. MAX. & 3" I PLATE w/ 1/2" EPDXY EACH STUD. MRUSS SHOP FROM EA. END - USE (3) FLOOR TRUSS; SEE TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER V11/ — FRAMING PLAN FOR PLAN FOR @ 48" O.C.; SEE MIN. (4) 16d NAILS TO (2) 2x4 #2 SYP DIRECTION AND CONNECTION EA. TRUSS, 24" O.C. OPT. TRUSS RECESS HUC24-2 EACH END, C ��USE O 16 SIDE s) SEE TRUSS LAYOUT -- ANCHOR BOLT OR FOR TRUSS LOCATION — MASONRY WALL PER DJ W/ (1) ROW 8d NAILS SQUARE WASHER I PLAN 1 2x8 P.T. BOTTOM FOUNDATION DET O.C. MAX. BLOCKING w/ SIMPSON FLOOR WALL W/ @ EACH END. BLOCK TO TWO USE (4) 10d & (2) 10d PLATE 1/4" X 3-1/2" SIMPSON ADJACENT ROOF TRUSSES. J -BOLT W/MIN. 7" TM - 2170955 (2) 2x4 TOP PLATE @ 3" O.C. 1 PLATE. FOR CONNECTION E HUC24-2 EACH END, D I 1 FLOOR SYSTEM NAILS. UNDER 2x BEARING WALL SP4 EA. STUD TO SILL PLATE. SILL PLATE TO O.C. & 3 WITH ROOF LOAD 11 - BOLT OR 1/2" DATE: 06/12/2017 BASE USE (4) 10d & (2) 10d NAILS. UNDER (2) 2x SPF TOP SEE PLAN .—._ WINDOW JAMBS ONLY I PLATES U.N.O. SEE PLAN FROM EA@END 1 SHEATHING TO THREADED ROD W/ 1 1 2x4 BOTTOM PLAT I (2) 2x HEADER 1 1 1 I SEE FLOOR PLAN I I I BOTTOM SIMPSON SET -XP 2x STUDS SEE PLAN FASTEN ROOF (2) 2x TOP PLATE --- CLIPS @ 24" O.C.) TO BOTTOM OF SILL C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. L PLATE ATTACH PER SHEATHING TO -- NAILING SCHEDULE ROOF SHEATHING BLOCKS W/ 8d NAILS @ fis--,,kSECTION @RAISED HEEL TRUSS fisi�\SECTION @COMBO TRUSS fiFO WALL SPLICE DETAILS F� SECTION @ OPEN TO ABOVE fiFl�BRACING @ 2 STORY FRAME WALL (2) 2x HEADER SCHEDULE 6" O.C. 1/2"=1"-0° 1-112°=1'-0" & CONNECTIONS 1"=1'-0"rr®® b1t11i1�'/iLLI a; IPRE-ENGINEERED S (5) 16d NAILS BRACE z I BOTTOM OF TRUSS/ TRUSS PER PLAN TO BLOCKING 0 ®® V • see®® LU GO ®® 2x6 #2 SYP CONT. I HANGER BY OTHERS EXTERIOR SHEATHING 2x$ #2 SPF MIN STUDS FROM TOP OF WALL @ 16" O.C. PER PLAN I C (2) 2x SPF TOP ®®� ®®•• /� Vp Q`; `. a� �, �Ii ® = Z . • vu�, D ". � LEDGER W/ (2) %"X3-1/2" �.�.. INFO. IF WALL a PROVIDE 2x4 BRACE WINDOW SEE PLAN SHEATHING ISN'T CONT. 1 16" O.C. MAX. & 3" LU TO EACH ADJACENT BETWEEN FLOORS 1 2x BLOCKING w/ (2) 12d FROM EA. END - USE REQ'D FROM STUDS TO LCESS DIAGONAL, FASTEN SIMPSON HUS26. USE GIRDER BELOW LEDGER INTO O.C. HUS26-2 FOR 2PLY rfRUSS. VERIFY W/ TO DIAGONAL W/ (2) TRUSS 1 RUSS SHOP OIF UNDER 2ND STORY COLUMNS, PROVIDE �— LEDGER PER PLAN (DRAWINGS 16d NAILS WW 0 TRUSSES ARE MIN. (4) 16d NAILS TO SOLID BLOCKING WITHIN FLOOR SYSTEM 2x BASE PLATE W/ (2) EACH STUD (AT EACH PARALLEL TO WALL OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) UNDER 2ND STORY COLUMN LOCATION. WINDOW JAMBS USE ' . a CONNECT TO DOUBLE Y. PLATE 1 1/4" (MIN.) EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT (2) 2x6 w/ HUC26-2. SEE ARCHS FOR TOP PLATE W/ 16d TRUSSES PER PLAN LOW ROOF TRUSS SEE 1x PT NAILER AS REQ'D FROM EA. END OF CONTINUOUS TO BASE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND ff\_ NAILS @ 6" O.C.LOW ROOF TRUSS SEE INTERIOR FINISH WALL. ANCHORS PLATE, SIMPSON SP8 O.S.B. TO OVERLAP TRUSS PLAN FOR PLAN CONNECTIONS (IF G SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS BOTTOM PLATE 1 1/4" WALL BRACING @ 48" TRUSS IS CONT. BRG CONT. #5 IN TIE BEAM EMBED. TO CMU. ARE REQUIRED EA. (MIN.) ° CONNECTIONS � �: O.C. MAX. 45 FROM MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) - STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER +/_ 10°) MASONRY WALL PER HORIZONTAL OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER BOTTOM PLATES. FLOOR WALL W! BRACE NOT REQUIRED ON WOOD USE HGA 2x BEARING WALL 1/4" X 3-1/2" SIMPSON W PLAN PLAN ARCHS 6' FROM EAVES. _5 (2) 2x TOP PLATE --- CLIPS @ 24" O.C.) TO BOTTOM OF SILL C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. L PLATE ATTACH PER TRUSS PER PLAN -- NAILING SCHEDULE ROOF SHEATHING fis--,,kSECTION @RAISED HEEL TRUSS fisi�\SECTION @COMBO TRUSS fiFO WALL SPLICE DETAILS F� SECTION @ OPEN TO ABOVE fiFl�BRACING @ 2 STORY FRAME WALL (2) 2x HEADER SCHEDULE 1/2"=1'-0" 1/2"=1"-0° 1-112°=1'-0" & CONNECTIONS 1"=1'-0"rr®® b1t11i1�'/iLLI a; IPRE-ENGINEERED S H SEE FLOOR PLAN I BOTTOM OF TRUSS/ TRUSS PER PLAN I. ®® V • see®® LU GO ®® 2x6 #2 SYP CONT. I HANGER BY OTHERS EXTERIOR SHEATHING 2x$ #2 SPF MIN STUDS FROM TOP OF WALL @ 16" O.C. PER PLAN I C (2) 2x SPF TOP ®®� ®®•• /� Vp Q`; `. a� �, �Ii ® = Z . • vu�, D ". (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE, ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" x 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 3/4"=11-011 12 PER PLAN 2x4 CONT, W/ (2) 12d NAILS TO EACH STUD I i 2x8 #2 SYP P.T. SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE --- 1 I TO BOTTOM OF SILL PLATES U.N.O. J PLATE ATTACH PER TRUSS PER PLAN -- NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILING — MASONRY WALL PER RUSS (2) 2x HEADER SCHEDULE O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS O PLATE TO HEADER WITH LSTA12 BENT OVER IPRE-ENGINEERED S H SEE FLOOR PLAN I BOTTOM OF TRUSS/ TRUSS PER PLAN I. GIRDER SEE PLAN FOR 2x6 #2 SYP CONT. I FOR MORE INFO SEE CHART FOR REQUIRED JACKS / I 1 WINDOW ATTACHMENT � LEDGER W/ (2) %"X3-1/2" �.�.. INFO. IF WALL a SDS WOOD SCREWS @ WINDOW SEE PLAN SHEATHING ISN'T CONT. 1 16" O.C. MAX. & 3" LU LSTA18 STRAPS ARE BETWEEN FLOORS 1 2x BLOCKING w/ (2) 12d FROM EA. END - USE REQ'D FROM STUDS TO LCESS (3) SCREWS FOR 24" SIMPSON HUS26. USE GIRDER BELOW LEDGER INTO O.C. HUS26-2 FOR 2PLY rfRUSS. VERIFY W/ I TRUSS 1 RUSS SHOP OIF UNDER 2ND STORY COLUMNS, PROVIDE �— LEDGER PER PLAN (DRAWINGS 0 2x8 SYP #2 LEDGER W/ — 0 TRUSSES ARE MIN. (4) 16d NAILS TO SOLID BLOCKING WITHIN FLOOR SYSTEM 2x BASE PLATE W/ (2) EACH STUD (AT EACH PARALLEL TO WALL OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) UNDER 2ND STORY COLUMN LOCATION. ROOF SHEATHING 16d NAILS) — 2x4 CONT. W/ (2) 12d D03 LEDGER @ OPEN TO BELOW 1-1/2"=V-0" ATTACHED PER 3/4"=1'-0" NAILS TO EACH STUD BELOW EXTERIOR SHEATHING NAILING SCHEDULE 1 2nd STORY WALL PER FROM TOP OF WALL FASTEN TO DIAGONAL W/ (2) 16d TO BOTTOM OF SILL I PLAN SEE FLOOR FRAMING PLATE ATTACH PER \ r-_ 1 NAILING SCHEDULE 'PLAN FOR. MORE INFO 0 � ROOF SHEATHING 1 H2.5 EA. I ATTACH PER NAILING �IMPSON RUSS 1 SCHEDULE LSTA36 EA. STUD MAX. 45° FROM I PRE-ENGINEERED 1 I ABOVE TO EA. STUD I TRUSS PER PLAN A 13 - I2x6 I 1 SEE PLAN FOR 1 I #2 SYP CONT. 1 LCESS LEDGER W/ (2) Y4'x3-1/2" I SIMPSON HUS26. USE 1 LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY SS. VERIFY W/ 16" O.C. MAX. & 3" I TRUSS EACH STUD. MRUSS SHOP FROM EA. END - USE (3) FLOOR TRUSS; SEE FLOOR GIRDER SEE RAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER V11/ — FRAMING PLAN FOR PLAN FOR MIN. (4) 16d NAILS TO BOTTOM DIRECTION AND CONNECTION EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER ��USE O 16 SIDE s) SEE TRUSS LAYOUT -- D04 LEDGER @ LOW ROOF FOR TRUSS LOCATION 3/4"=11-011 12 PER PLAN 2x4 CONT, W/ (2) 12d NAILS TO EACH STUD I i 2x8 #2 SYP P.T. SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" (2) 2x TOP PLATE --- 1 I O.H. T PLATES U.N.O. J Z 11$ PER ELEV. (2) 2x HEADER SEE 11 2x #2 SPF STUDS @ 16" — MASONRY WALL PER PLAN FOR MORE INFO (2) 2x HEADER 2x4 BLOCKS, (2) 16d NAILS @ O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS O PLATE TO HEADER WITH LSTA12 BENT OVER FROM TOP OF WALL TO S H SEE FLOOR PLAN I BOTTOM OF TRUSS/ 1 Uj GIRDER SEE PLAN FOR Z 0W FOR MORE INFO SEE CHART FOR REQUIRED JACKS / I 1 WINDOW ATTACHMENT � = � �.�.. INFO. IF WALL a I WINDOW SEE PLAN SHEATHING ISN'T CONT. 1 FOR LOCATION LU LSTA18 STRAPS ARE BETWEEN FLOORS 1 2x BLOCKING w/ (2) 12d NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM REQ'D FROM STUDS TO TOENAILS EACH SIDE 1 GIRDER BELOW I FLOOR TRUSS DOES NOT ALIGN DIRECTLY IF WALL SHEATHING IS SEE LD02/SD4 FOR (� 1 STOPPED BELOW OIF UNDER 2ND STORY COLUMNS, PROVIDE MORE INFO IF o 0 ROOF LINE 0 TRUSSES ARE SOLID BLOCKING WITHIN FLOOR SYSTEM 2x BASE PLATE W/ (2) a04 PARALLEL TO WALL — NAILS 12d @ 24" O.C. UNDER 2ND STORY COLUMN LOCATION. ROOF SHEATHING — 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM ATTACHED PER NAILS TO EACH STUD BELOW -- NAILING SCHEDULE 1 2nd STORY WALL PER PLYWOOD FLOORING FASTEN TO DIAGONAL W/ (2) 16d I I PLAN SEE FLOOR FRAMING EACH DIAGONAL BRACE BOTTOM PLATE 1 1/4" \ 1 'PLAN FOR. MORE INFO 0 � 1 1 BELOW 1 � 1 LSTA36 EA. STUD MAX. 45° FROM I 1 1 ABOVE TO EA. STUD 1 HORIZONTAL (+/- 100) BRACE A 13 - I 1 SEE PLAN FOR 1 I �. 1 TRUSS DIRECTION END LENGTHS OVER 1 1 6' FROM EAVES. 1 & MORE INFO L_ .. . EACH STUD. FLOOR TRUSS; SEE FLOOR GIRDER SEE I 1 DRAFTING:TOENAIL FRAMING PLAN FOR PLAN FOR BOTTOM DIRECTION AND CONNECTION TRUSSES PER PLAN CONNECTION DETAIL SEE TRUSS LAYOUT -- FOR TRUSS LOCATION — MASONRY WALL PER DJ WITH 12d NAILS @ 3" & CONNECTION INFO I PLAN 1 QC CHECK: CC O.C. MAX. TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 4� 2�°•j • �wmwz a. cS .• o Q b 06.61 o 1P LL U o O OO ol��J ce) U 3� o M U z 0 Z U 9 0� Q air VJ J z o 0 W W Qz �IT o LL o a U � SEE FOUND. PLAN FOR FTG. REQ. 1 I 1 PLATES U.N.O. J Z 11$ 0 11 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP (2) 2x HEADER 2x4 BLOCKS, (2) 16d NAILS @ a1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER S H SEE FLOOR PLAN I I 1 Uj L_ Z 0W FOR MORE INFO SEE CHART FOR REQUIRED JACKS / I 1 IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. � = � �.�.. KINGS # OF STUDS TO MATCH a I SHEATHING ATTACHED PER 1 1 1 LU BETWEEN FLOORS 1 REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM 1 1 BEARING WALL PER PLAN. BOTTOM PLATE I FLOOR TRUSS DOES NOT ALIGN DIRECTLY 16d NAILS BRACE (� 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS OIF UNDER 2ND STORY COLUMNS, PROVIDE (5) TO BLOCKING o 0 00 0 @ 12" O.C. SOLID BLOCKING WITHIN FLOOR SYSTEM a04 2x STUDS SEE PLAN ; UNDER 2ND STORY COLUMN LOCATION. PROVIDE 2x4 BRACE TO 00 0 1/2" GYP. BOARD �" STUDS ABOVE ARE -- Z 1 SIMPSON H10A @ O.S.B. TO OVERLAP FASTEN TO DIAGONAL W/ (2) 16d I I TO ALIGN W/ STUDS EACH DIAGONAL BRACE BOTTOM PLATE 1 1/4" 1 ,1- W -- 0 = 1 1 BELOW 1 � 1 LSTA36 EA. STUD MAX. 45° FROM I 1 1 ABOVE TO EA. STUD 1 HORIZONTAL (+/- 100) BRACE A 13 - I 1 1 NOT REQUIRED 1 B END LENGTHS OVER 1 1 6' FROM EAVES. 1 1 EACH STUD. I 1 DRAFTING:TOENAIL 1 BOTTOM ''' TRUSSES PER PLAN CHORD TO TOP PLATE -- -STRUCT: DJ WITH 12d NAILS @ 3" I 2x SPF BASE 1 QC CHECK: CC O.C. MAX. FLOOR WALL W/ @ EACH END. BLOCK TO TWO PLATE 1/4" X 3-1/2" SIMPSON ADJACENT ROOF TRUSSES. JOB No. TM - 2170955 (2) 2x4 TOP PLATE SDS SCREW @ 16" O.C. 1 PRE-ENGINEERED 1 E D I 1 FLOOR SYSTEM 1 2x BEARING WALL SP4 EA. STUD TO SILL PLATE. SILL PLATE TO KNEEWALL OR BEAM WITH ROOF LOAD 11 DATE: 06/12/2017 (2) 2x SPF TOP I PLATES U.N.O. I 1 1 1 1 1 1 1 I (2) 2x HEADER 1 1 1 I SEE FLOOR PLAN I I I FOR MORE INFO 1 2x STUDS SEE PLAN I STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW I I 1 1 I 1 1 1 I I 2x P.T. BASE PLATE ' SEE BEARING SCHED. FOR A.B. INFO 1 I 1 1 1 1 q 1 4� 2�°•j • �wmwz a. cS .• o Q b 06.61 o 1P LL U o O OO ol��J ce) U 3� o M U z 0 Z U 9 0� Q air VJ J z o 0 W W Qz �IT o LL o a U � FOOTING WITH 1/2 J -BOLTS OR EPDXY ANCHORS @ 32" O.C. & 6" FROM EACH END OF CS0 BRACING @ 2 STORY FRAME WALL WALL, MIN. 6" EMBEDMENT. NOT USED SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SEE FOUND. PLAN FOR FTG. REQ. 1 I 1 J Z 11$ 0 11 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP 21 2x4 BLOCKS, (2) 16d NAILS @ a1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER S H Z MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Uj L_ Z 0W J SEE CHART FOR REQUIRED JACKS / NAILS INTO HEADER IF 2ND FLOOR HEADER SITS OVER 1ST IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. � = � �.�.. KINGS # OF STUDS TO MATCH a FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER SHEATHING TO BLOCKS W/ 8d LU BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM R BEARING WALL PER PLAN. BOTTOM PLATE FLOOR TRUSS DOES NOT ALIGN DIRECTLY 16d NAILS BRACE (� 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS OIF UNDER 2ND STORY COLUMNS, PROVIDE (5) TO BLOCKING o 0 00 0 @ 12" O.C. SOLID BLOCKING WITHIN FLOOR SYSTEM a04 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. PROVIDE 2x4 BRACE TO 00 0 FOOTING WITH 1/2 J -BOLTS OR EPDXY ANCHORS @ 32" O.C. & 6" FROM EACH END OF CS0 BRACING @ 2 STORY FRAME WALL WALL, MIN. 6" EMBEDMENT. NOT USED SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 11 2x4 BLOCKS, (2) 16d NAILS @ (' SHEATHING CONT. TO 2nd EACH END. BLOCK ADJACENTqr.a Z 0 STORY WALL BOTTOM PLATE BAYS @ EACH DIAGONAL AS Z 0W J J ATTACH PER NAILING SHOWN. FASTEN ROOF - SCHEDULE SHEATHING TO BLOCKS W/ 8d LU NAILS @ 6" O.C. R BEARING WALL PER PLAN. BOTTOM PLATE -- 16d NAILS BRACE (� 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS (5) TO BLOCKING 0 00 0 @ 12" O.C. a04 PROVIDE 2x4 BRACE TO 1/2" GYP. BOARD �" EACH ADJACENT DIAGONAL, -- Z SIMPSON H10A @ O.S.B. TO OVERLAP FASTEN TO DIAGONAL W/ (2) 16d P- O 0 0.,...�,.�. 0 EACH DIAGONAL BRACE BOTTOM PLATE 1 1/4" NAILS ,1- W -- 0 = (MIN.) WALL BRACING @ 48" O.C. � LSTA36 EA. STUD MAX. 45° FROM 0 ABOVE TO EA. STUD HORIZONTAL (+/- 100) BRACE A 13 - BELOW WITH EQUAL NOT REQUIRED END LENGTHS OVER 6' FROM EAVES. EACH STUD. STRUCTURAL ENG: CFG /BAD DRAFTING:TOENAIL BOTTOM ''' TRUSSES PER PLAN CHORD TO TOP PLATE -- -STRUCT: DJ WITH 12d NAILS @ 3" 2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAILS QC CHECK: CC O.C. MAX. FLOOR WALL W/ @ EACH END. BLOCK TO TWO 1/4" X 3-1/2" SIMPSON ADJACENT ROOF TRUSSES. JOB No. TM - 2170955 (2) 2x4 TOP PLATE SDS SCREW @ 16" O.C. SCALE: AS INDICATED 2x BEARING WALL SP4 EA. STUD TO SILL PLATE. SILL PLATE TO WITH ROOF LOAD 11 DATE: 06/12/2017 FOOTING WITH 1/2 J -BOLTS OR EPDXY ANCHORS @ 32" O.C. & 6" FROM EACH END OF CS0 BRACING @ 2 STORY FRAME WALL WALL, MIN. 6" EMBEDMENT. NOT USED SD6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. — STANDARD (3) 2X12 F16d 2x SYP #2 STRINGERS W/ REQ'D @ END SIMPSON A34 CLIP TO W DING W/ MIN. (6) FLOOR SYSTEM < LS FROM R TO STUD PACK LINE UP 2xJOIST IN STANDARD(3)2X12 LINE WITH MIDDLE 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR Z SYSTEM & LANDING FRAMING — 2xJOISTS @LANDING O @ 16"O.C. W/ SIMPSON CL z A35 OR LUS26 HANGER z ON EACH SIDE 0 W op W �r = 6" MIN. r (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ ol 4'-0" MAX ATTACHING TO > END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT o STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO, BEAMTO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" .� BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR io w °' o a � `'' 10" MIN. ®®®®`1 �91I A -A PLAN VIEW p� 90 DEGREE TURN LANDING MASONRY ®® ®® L 00 SEE SCHEDULE FOR MAX WIDTH OF LANDING ®®��®�®®.o®000 o'®® = Z Q tU MIN. (3) 2x SYP #2 'fl A ® Z ® ®® ® cc Uj STUDS REQ -0 @END 3/4" PLYWOOD OR OSB c5 } �° O: T ® Q OF LANDING W/ MIN. (6) 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER ®® �•®®� �" OF LANDING STAIR WINDER DETAIL "®••®®.®®®••®' m LEDGER TO STUD LANDING ATTACHED PACK PER GENERAL FLOOR �, CONSTRUCTION NOTES MID SPAN BLOCKING — TO MATCH JOIST PLYWOOD SHEATHING O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING • STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER o O Orb co SYP #2 STRINGERS W1 MASONRY WALL) GENERAL FLOOR a OfyJ� N SIMPSON A34 / A35 CONSTRUCTION U o CLIP TO FLOOR ? NOTESw • SYSTEM &LANDING o z 16" MAX MM z FRAMING U_ g BEAM @ END OF W U a 0 LANDING PER SCHEDULEif Gg LU SEE PLAN FOR MASONRY WALL OR 0��� WOOD WALL "...' Q. SIMPSON A35 B B CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO n z U END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT p -p CROSS SECTION OF BEAM M TO LEDGER STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d D D CROSS V /`1�V� f� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. V) LU TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" 0 t!1 M �. BUILT UP COLUMNS x 3 1/2" TITENS @ 161, 06 BELOW O.C. MAX. FOR Q du STRINGERS TO BE p. � .- A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY F- � gig q NOTCHED AT LANDING � J � Iffil n — SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS t� (A p o Z a< E BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-O" (2) 2x12 2x6 WOIST 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" 9'-0" (2) 2x12 PENDING LANDING 7'-0" (1) 2x12 (1) 2x8 2x6 HEIGHT AND PLAN V J (3) 2x12 LAYOUT. HEADER 9'-01, (2) 2x12 2x8 WITHIN SUPPORT 81-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE W (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID-SPANF 6'-0" (2) 2x12 SUPPORT A 8'-0" /"♦ 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 @ 24" O: . C ATTACHING TO IIfI � MASONRY WALL) CONT (III LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND � LANDING FOR OPENING W/IN STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) TOENAILS BOTTOM CONNECT TO. BEAM WALL SEE PLAN FOR LET -1N FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3)2x4 SPF #2 DISTANCE OF 1-1/2 COLUMN KNEEWALL FOR VERTICAL HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6,-0,, (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-O" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" 9'-0" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" V J (3) 2x12 2x8 9'-01, (2) 2x12 2x8 7'-0" 81-0" (1) 2x12 (1) 2x8 2x6 5'-0" W (3) 2x12 2x12 91-0" (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 NOTE; PLAN EQUALLY SCALE AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN ----...-- .-......... .... 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 06/12/2017 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STO1 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STO3 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. UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOT USED O a is . w,F If-: z 3%" SEE ARCH PLAN I I J--- 2x4 CONT. TOP PLATE V J MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO W STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS _ @ 24" O: . C x 2 4 SILL PLATE W/ 2 () GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, � �• 2x6 VERTICAL @ 6-0„ 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 � OPENING W/IN (NOTCHED @ 2x6 � VERTICAL LOCATIONS). TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) .HANDRAIL NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO m O NAILS 4" O.C. @ L -BRACE@ 6-0" O.C. & FACE OF TRUSS ZCD @ ANY OPENING 0 11 2x4 CONT. TOP PLATE ~ (7) ATTACH 2x6 VERTICAL (ATTACH TOP PLATE N DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" TO STUDS W/ (2) 16d 3 1/2" TOE NAILS Z Z I— 0 SECTION X -X N.T.S.SDS WOOD SCREWS J EQUALLY � � W ., SPACED/CENTERED IN 2x4 #2 SPF STUDS @ ... Q 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER � ATTACH TOP PLATE TO 7101 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE �/ 1.I. LO 0 1 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE '211V ATTACHED TO TRUSS Q O NAILS NAILS '�`�` I BELOW (OTHERWISE tomo M 0 � 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d I m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) I O J Z TOENAILS BOTTOM2x4 #2 SPF STUDS @ X x V _j W M � .r.�.r. SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d F I NOTCH FLOOR 2x4 SILL PLATE W/ (2) LU �- 0 Q -- FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. � Q E ' L _ H' ACCOMMODATE 2x CONT. BRACE & 10d O 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO CL 2x4 #2 SPF SILL PLATE NOTCH SILL AND ( 10d NAILS @ 4" O.C. FLOOR SHEATHING p Q- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING ( (NOTCHED @ 2x6 • O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURALVENG: CFG / BAD TO SLIDE DOWN TO W/ (2) %4'x3" SDS DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF SPACED & CENTERED -STRUCT DJ STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK. CC TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & FLOOR BEAM CONDITION FLOOR BEAM SEE SDS WOOD SCREWS @ ANYOPENINGJOB No. TM 2170955 BASE PLATE PER FLOOR PLAN NOTE; PLAN EQUALLY SCALE AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN ----...-- .-......... .... 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 06/12/2017 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STO1 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STO3 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. UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.