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HomeMy WebLinkAbout131 Big Spring Ter 15-825 New construction SFHTHORNBROOK COM M U N IT 1 S P E\rI FIC EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING 5HALL BE N T LLED LL REQ RED STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX ,,,esu►Ll�ttt,,, 9 WINDOW IN5TALLATION:;., ��`� •�: gee �r WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTA L`` �OKS!Wi 1° LATI cV ^ y' iV INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ��'� �, ;' c -i GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 201(0 F.B.C. RESIDENTIAL CODE OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15,9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RE5IDENTIAL CODE 8103.6.1 AND A5TM G926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE5IDENTIAL CODE R103b.2 AND A5TM C 1063, PROVIDE BOND BREAK IN ACCORDANCE WITH 2010 F.B.C. RE5IDENTIAL CODE R103b3 STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE IN5TALLED PER A5TM C 1063.06 (1,11.4.1 THRU 1,11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F, AND DELINEATE ARE45 NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATION5. D15TANGE BETWEEN CONTROL JOINT5 5HALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT 5HALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCUR5 IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 5HALL BE CONSIDERED A5 CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODE5, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN16H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 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 CORRO6ION-RE515TANT 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 ISA AT A UI LOCATIONS PER 10103 8) MONO FOOTING, KNEE WALL AT 5TAIR5, 6" RA15ED BANDING AROUND WINDOW5 AND DOORS AT 51DE5 AND REAR, ALUMINUM OVER 24 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, GA5 DROP AT RANGE/COOKTOP, GA5 DROP AT DRYER, GA5 PROP AT W.N., TANKLE55 GA5 W.H., 150 AMP 5ERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOORS THROUGHOUT, PAINTED KNEE WALL5, 30" UPPERS AT KITCHEN, GA5 RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. RD COPY VIEWED F©R CODE COMFUANOE PLANS EXAMI;!R �.�.-----PATE SAN�URD BUI�QIN� DIVI�IOIV A PERMIT ISSUED 'S HAO 6L 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 'THF 'TECHNICAL CODES, NOR SHALL ISSUANCE OF A PER,, -AIT PREVENT THE BUILDING OFFICIAL. FROM THEREAFTER REQUIRING CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verifiea at Slab Inspection #15825 OF.: 01-14-15 CREATED LOT 5PECIFIC PLAN FOR LOT 44 IN THORNBROOKE, ELEVATION "C° GARAGE LEFT W/ PLAN OPTIONS INCLUDING: BONU5 ROOM, CALIFORNIA COUNTERTOP, 2 - FLOOR RECEPTACLE5 IN BONUS ROOM, 9' POCKET 5LIDER AT LANAI, 14 - RECE55ED CAN LIGHT5, CEILING FAN PRE -WIRE, BAR PENDANT PRE -WIRE, OUTLET IN E3EDROOM 3 UJ.I.G., AND OUTLET - PREEZ'ER 1N GARAGE. 034-15 COMPLETED REVISION TO INCLUDE: 0 REMOVED ALL GA5 REFERENCE5 FROM PLANS, COMMUNITY TO BE ELECTRIC. ADDED GPI OUTLET AT ELECTRICAL METER POR T.U.G. COV — GENERAL NOTES, INDEX, SPECIFICATIONS Z'' :ul Q �'.� z DWELLING / GARAGE OPENING5: 3 w cr PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS IN T ITIt�4N d �C � 1 SLAB INTERFACE �� (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATER_10t 2A1 - MAIN FLOOR PLAN NOTES ��s�s,�;••®.•••• ��� FLOOD ZONE REQUIREMENTS: 2A2 - MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. tt I I I I [! I ASPHALT SHINGLES (IP APPLICABLE) 2 B 1 UPPER F LOO R P L/A N NOT 1:Z) 1, WIND RE616TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R905.2b.1. 2 B 2 - .UPPER F L00 R PLAN DIMENSIONS 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) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A51M D 4869, TYPE I OR TYPE II OR A51M D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMENTS:. 3 C 1 — FRONT ELEVATION "C" WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3C2 - SIDE AND REAR ELEVATIONS, ROOF PLAN TUB AND 5HOWER AREA5: 3 C3 BUILDING SECTIONS, FLASHING DETAILS GEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, CI325, 08 GII18 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. 4A MAIN FLOOR ELECTRICAL PLAN TERMITE PROTECTION: B - UPPER FLOOR LOO R E L E CT RI C Q L P L/1 N I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING 4 -f A MATERIALS, IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK5. GUTTERS WITH DOWN5POUT5 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 A50YE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRUGTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, 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 CONTROL51DE TO SERVICE AN APPLIANCE. 3, DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS 514ALL 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 CONDEN5ATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113. EXHAUST FANS AND VENTING: 1.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PAGE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE511DENCE 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 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1b RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 13005TER FAN 15 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 11THI5 PRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN" • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 x ro 150 STATE STR.EEi EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DETqVER- C U Loo N 0 _j h(D 60 ♦A Y/ w 2 c -i T I. r °�E. 0 0 �02 N 0i 00 LLL t =*'No o too co 0 41 zV • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, G ATTENTION GENERAL A CONTRACTOR / BUILDER: 2585 E E 155UANCE OF PLANS FROM THI5 DRAFTER'5 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 GONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL 13E BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION TITLE • BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS COVER SHEET THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE GENERAL NOTES PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 02-28-14 - SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STR.EEi EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DETqVER- EST. 1994 Fz P 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, G ATTENTION GENERAL A CONTRACTOR / BUILDER: 2585 E E 155UANCE OF PLANS FROM THI5 DRAFTER'5 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 GONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL 13E BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION TITLE • BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS COVER SHEET THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE GENERAL NOTES PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 02-28-14 - SHEET • — r — — — ttv. • 8" C.M.U. WALL ABY. 11 150 STATE STREET EAST OUXMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER- 0 L L 00 � � LO J Lo rp0 J Neo O C00)M >JM _T7� '�J V Q " r �° rC'i 0. oN 0ti zr�° 8" C.M.U. WALL ABV. I ---_.— _T `" r LAY. ) 5' 6" �,I F — I'ED. W.C. I I I LAY / AIR HANDLER - I oc 4" P.V.C. 2'-0" I LINES FROM nJ —L — — _ –3/4" GONDEN5ATION _� TILE UPPER FLOOR hI U 3'-8" – DRAIN BY PLUMBER 1 _ 5EAT ABV. SHOWE RECESS I 3/4" CONDENSATION h) I DRAIN BY PLUMBER 20'-11"2 1 18 3 IO I 3"-0"x3-0" A/C L I I '�V, I PAD (SEE MECH. I CONTRACTOR 28 -8 -- I 10' -Il" 8' I" 2'-8" 2' 0" `•, -, . FOR LOC) 4" P.V.C. II 3/4" RECESS FOR ENTRY DR `° I I-- i 3'-8° PAVERS M 3/4" CONDENSATION DRAIN BY PLUMBER I I AIR HANDLER LINES FROM I -3 21-511 , IS -6118„ UPPER FLOOR i NOTE: PROVIDE 6A5 DROPS NOTE: (IF REQUIRED) FOR ALL ALL 5LA5 ANGLES 2 -1 ARE AT 45° (UN.O.) ^ r I GA5 APPLIANCE5.AVER (VERIFY LOCATION OF LEADWALKIVE / \ - \ I ALL GAS APPLIANCES ON - REFERENCE i FLOOR PLAN PRIOR TO y ELEVATION a i ANY CONSTRUCTION)06 4 PROVIDE WATER!�\ PITCH i 9 PITCH ;� LINE FOR ICE MAKER C J TO DRAIN I G.J. — D3' ua°/FT. o 6” -------- ------------------4---------------------- i ^AA 76 SLAB i 3G3 Ila OF REF. \II 20'-0" G.C. 'VERIFY ACRYLIC + II C I o ON LANAI 8" 8" 15'-0" 65'-4" rty, y ✓ 1 COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * SLAB INTERFACE PLAN GARAGE LEFl • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 • x ro w 11 150 STATE STREET EAST OUXMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER- 0 L L 00 � � LO J Lo rp0 J Neo O C00)M >JM _T7� '�J V Q " r �° rC'i 0. oN 0ti zr�° • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 2585 , • TI TLE • SLAB INTERFACE PLAN • SHEET • DAVIS. ml BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER- - EST. 1994 2585 , • TI TLE • SLAB INTERFACE PLAN • SHEET • AIR HANDLER . T.O.M. LINES FROM 1 TEXTURED FOAM LINE OF g141 TEMP, GL. ENGL. 24 5H. 14 TEMP, 5H. BANDING IT I F. DRY5TACK H.B. ON 42 H. LOW WALL UPPER FLOOR HD. AT 54" HD. AT 8 0 (5EE ELEVATION) LEDGE5TONE r� -----, 13'-0"x3.0" A/C I 13'-0"x3-0" A/C 1 20" H. TILE �. I— PED. W.C. 5 SH. u 2 - 26 SN. IPAD (5EE MEC�I. IPAD (5EE MEG4. LAv. 5EAT ND. AT 8' 0" 1 I I LAV T - - - O U IL. — T;o.M. (CONTRACTOR 1 ICONTRACTOR 1 I I FDR LOC) FOR LOrC) 16x6 8 TILE TEMP. GL. ENGL. I o� 9' 4° T.D.M. AFF, , L—_—J L__+ —J u BFD 24" GL. SHOWER ON 42" H. LOW WALL HAN5EN CLG. PWDR. FLUSN FRAME 1 M . BATH BOX -1 a I `O CLG. TO FURRING DEN I�� CP_?F TILE 9'-4" FLAT CLG. y 10'-4"x10'-6, L - -I ENTRY ( o Q a 2 6x6 8 sx 9'-4" FLAT CLG. 0 9'-4" PLT. HT. a T.O.M. LINE OF Lu ARCH FROM 3 0x8 0 I g._4.. DRY5TACK a MASTER SUITE BFD 2-4x6-$ M.G. I BFD 91.4„ 81-011 TO 8 8 /j 6-PNL: LEDGESTONE 16'-0"x14'-4' 9'-4" FLAT CLG. 9' 4" GLG. 1 CLG. PLAT HDR. I '� FOYER 1 9'-4° I AT 4'-4" _ IN5ULATE 1 GLG. I 5EE SECTION �' 5 5H. FLAT CLG. WALLS - - - (2) 2.6x6-8 g _4 I r - - - - - `" GLG. LINE OF 5ECOND 9'-4" SLOPING I I 2 5 OR 9'-4" AIR HANDLER u' FLOOR ABV. m I I LINES FROM �, BARREL ARCH FLUSH FRAME s> GLG. CLG. I VO UME GLG, UPPER FLOOR \ FROM/ ------� I uP \ roe's" TO FURRING \\ \ / '4 STAIR DATA: /r \ LINE OF SECOND IS RISERS AT OPENING N ARCH FROM // \ \ I FLOOR ABY. I 42" H 1.38 EACH J \ T,OM. T.0. 5T UNDER 10.00" TREADS 8 0 TO 81-811 8� LOW WALL CPT, TILE \ 6 STAIRS I I (OPT. RAILING( \ 8s� INSULATE - 1 AFF. I I \ 'ABOVE II 11 pI GARAGE�,I I 11 \ �I 1 l I 20'-o"x20'-O" 1 I \I 1( 9'-4" PLT. HT. z I qq Lu I 3C3 1 LANAI FAMILY ROOM ARCH FRAM I I DINING I I\ o KITCHEN I �� a I a 1 9'-8"x14'-4" 19'-6"x14'-0„ 8'-0" TO 8'4" I i 10'-6"x14'-0» I I / \ 9'-4" FLAT CLG. 1 I W 9'-4" PLT. HT. 9'-4" FLAT CLG. 1 A 9'-4" FLAT CLG. L - 1 u INSULATE Q 1 WALLS Io 1 1 o I i ° RANGE i I W1 HOOD r L— —__--� aI I . 50TT. OF LINTEL T.O.M 9' M AT 8'-0" A.F.F.-.._. T.O.M. r -9'_4 o.H.G. 00 O.H.C. AFF. H.B. LINE OF T.Q.M. T.Q.M. T.O.M. 2 26 5H. CALIFORNIA T.OM. T.OM. DRY5TACK 9' 4" 9' 4" 91; HD. AT 8' 0" KITCHEN TOP (5EE g 4 g `4° LEDGESTONE AF.F, AFF. DETAIL ON SHEET 2C) AFF. 1 REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS #15525 GS',ANFORto HATCHING LEGEND INSULATEWALL > 1AIN FLOOR 14(01 S.F. TYPICAL MASONRY 1,414 5.F, TOTAL LIvING WINDOW SCHEDULE G,4RAGE 455 5.F. WINDOW WIDTHS 139 S.F. ENTRY I I S.F. 20" 27" 37 53.1 V) H O c%jM WINDOW CALL -OUTS =jM �NtL 0 O ro� � J -0 O (D 26" 2M r112 5H 1/2 32 5H 22 5H 32 5H Lu L a*_'m �� � 79 yy 0 CC� z_Ld' = 39" 9 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0. 15 5H 1/2 35 5H 25 5H 35 5H H Z 12" 's 16 5H 1/2 36 5H 26 5H 36 5H C.G. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, cn W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ~O MANUFACTURER AND 5PECIFICATION5. REFER TO FLOOR PLANS FOR STYLE OF WINDOW z U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) #15525 GS',ANFORto HATCHING LEGEND INSULATEWALL > 1AIN FLOOR 14(01 S.F. UPPER FLOOR 1,414 5.F, TOTAL LIvING 28815.F. G,4RAGE 455 5.F. LANAI 139 S.F. ENTRY I I S.F. TOTAL SQ. FT. 35.4( 5.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 ell DAVIS BEWS DESIGN GROVP x (a w 150 STATE STREET EAST OLDSMAR, FLOIUDA 34677 813. 925. 1300 TEL 813. 92.5 -1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER C oo 0 �0) N' O c%jM =jM �NtL 0 O ro� � J -0 O 2M 1 LL L a*_'m �� � 79 yy 0 CC� z_Ld' • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 ell .2585 • TI TLE • MAIN FLOOR PLAN NOTES DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLOIUDA 34677 813. 925. 1300 TEL 813. 92.5 -1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER - EST. 1994 c---- .2585 • TI TLE • MAIN FLOOR PLAN NOTES 1 J I Ir'l— An 1-1 C K r. LSO STATE STREET EAST OLDS 4W FLORIDA 34677 $13. 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&.COM T'A "A • DENVER: C V rtO o r to 0 N 0 M N r >9 J M o 10 �'�, 00 ca 0 �l'o 0= 0 U.i t L �++CD CD Z 1-1 PRO, ------- 1) DAVIS BEWS DESIGN GROUP LSO STATE STREET EAST OLDS 4W FLORIDA 34677 $13. 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&.COM T'A "A • DENVER: -� EST. 1994 r to all r v v PRO, ------- 1) DAVIS BEWS DESIGN GROUP LSO STATE STREET EAST OLDS 4W FLORIDA 34677 $13. 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&.COM T'A "A • DENVER: -� EST. 1994 z TYPICAL WOOD FRAME x 0 WINDOW SCHEDULE 150 STATE STREET EAST OLDSMW k7ARMA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM TAMPA • DENVER U r° J 24' 36 48' N /0//�� CALL -OUTS Y/ .0N(000 Lwr,� L > �co H L �"* ° LL • 1818 F.0 . BEDROOM 4 13'-6"x11'-0" I 00 2C J0 W .. 0 C 0 ``LarW N. p m 9'-0" FLAT CLG. \ \ �co ON 2020 F.G. 3020 F.G. 4020 F.G. 0-00 Z�L't_ 13' -4„x12' -8”U-9, J z UPPERFLOOR PLAN NOTES TYPICAL WOOD FRAME DAVIS BEWS DESIGN GKOVP WINDOW SCHEDULE 150 STATE STREET EAST OLDSMW k7ARMA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM TAMPA • DENVER EST .1994 BATH 3 24' 36 48' WINDOW CALL -OUTS Lwr,� H GLG. X 1818 F.0 . BEDROOM 4 13'-6"x11'-0" I 3015 F.G . 4018 F.G. W B R M 2 ED 00 9'-0" FLAT CLG. \ \ 1820 FG. 2020 F.G. 3020 F.G. 4020 F.G. 13' -4„x12' -8”U-9, J u9'-0" 0 36" 1530 5N FLAT CLG. 3030 5N 4030 5N F_9 Z 45" 0 1540 5N 2040 5W 0 4040 5N �-------GLG. z I IMQV. PROVIDE 3: 1550 5N 2050 5N = 4050 5N 12" 1560 5N 2060 5N 3060 5N 4060 5N 42 H. PAN AND DRAIN 1 G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, � w WINDOW 5IZE5 AND INSTALLATION MAY VARY PER AND 5PECIFIGATION5. I 1 LOW WALL z 2-64-8 UNDER A.N.U. 5-04-8 USED 151NGLE HUNG -5N; G45EMENT- G5Mf, OR FIXED e W BFD A_j Qa Lr— 6 0x6-8 _ �H. — — — — — — BFD CLCs. DO �. II N0.2 I R/5 2.6x6-8 L— - - R/6 2) 2 6x6 8 n I ' UPPERFLOOR PLAN NOTES TYPICAL WOOD FRAME DAVIS BEWS DESIGN GKOVP WINDOW SCHEDULE 150 STATE STREET EAST OLDSMW k7ARMA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM TAMPA • DENVER EST .1994 UPPERFLOOR PLAN NOTES TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 24' 36 48' WINDOW CALL -OUTS H 20" 1818 F.0 . 2018 F.G. 3015 F.G . 4018 F.G. W = 24" 1820 FG. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1530 5N 2030 5N 3030 5N 4030 5N Z 45" 0 1540 5N 2040 5W 3040 5N 4040 5N z 60" 3: 1550 5N 2050 5N 3050 5N 4050 5N 12" 1560 5N 2060 5N 3060 5N 4060 5N �c G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, � w WINDOW 5IZE5 AND INSTALLATION MAY VARY PER AND 5PECIFIGATION5. OMANUFACTURER REFER TO FLOOR PLANS FOR 57YLE OF WINDOW z USED 151NGLE HUNG -5N; G45EMENT- G5Mf, OR FIXED GLA55- F.GJ UPPERFLOOR PLAN NOTES PLAN NOTES I x co w DAVIS BEWS DESIGN GROW LO C J TO a EST. 1994 �� 0 J MN^ 2 co >•�JM �' °�j'• L 0 0 0 LL m � Cl O 0 •— 4+ ZG2p0 PLAN NOTES I DAVIS BEWS DESIGN GROW 150 STATE STREETEAST OLDSMA& FWR A 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEW&COM TAMPA * 17E1�1VER a EST. 1994 �� PLAN NOTES I I x 4--- DAVIS BEWS DESIGN GROUP C 0 10o 10 EST. 1994 J h0 �0w'co co `6 LL 00 -`�ti -i r. 0C0 U. 1 0 ro*m 0 .. 0 z�2� I 4--- DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIl7A 34677 813.925.1300 TEL 813' . 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • pE OVER, EST. 1994 I TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1.0 8" BANDING—� PLT. HT. z x w (TYP,) O 1'-4" W. x 5'-0" H. u`ni w � _j h� 4" BANDING (TYP.) N' ti n z o(OO) T.O.M. 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1.0 8" BANDING—� * GC, VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" PAST THE FACE OF THE STONE * * * * * 15TUCCO L V-4" W. x 5'-0" N. DECORATIVE EQ. EQ. FINISH FIN15H FIXED 5HUTTER5 12 6� Q6 LSNINGLE � 6 4" BANDING ROOF SECOND FF. LINE 8" BANDING 8" BANDING T.O.M. 5ET BOTT. OF 2'-0" W. x 2'-6" H. BAND AT T.O,M. DECORATIVE DECORATIVE CORBEL 8" BANDING FIXED 5HUTTER5 n nf'---4" lSEE DETAIL) (TYP.) lk BANDING I T PLT. HT. 4" BANDING x w (TYP,) 150 STATE STREET EAST OLDSty W FLOMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSCOM 1'-4" W. x 5'-0" H. Q DECORATIVE FIXED 5HUTTER5 T _j h� 4" BANDING (TYP.) N' ti SEGOND F.F. LINE o(OO) T.O.M. 0 m DECORATIVE CORBEL (5EE DETAIL) (TYP,) Q = M.. TEXTURED --\ FIN15H d- b" BANDING (D �= n J 0 DRY5TAGK LEDGESTONE o. C o (TYP.) MAIN FF. LINE GRADE LINE (ASSUMED) * GC, VERIFY - ALL BANDING AT STONE LOCATION515 TO PROJECT 1/2" PAST THE FACE OF THE STONE * * * * * 15TUCCO L V-4" W. x 5'-0" N. DECORATIVE EQ. EQ. FINISH FIN15H FIXED 5HUTTER5 12 6� Q6 LSNINGLE � 6 4" BANDING ROOF SECOND FF. LINE 8" BANDING 8" BANDING T.O.M. 5ET BOTT. OF 2'-0" W. x 2'-6" H. BAND AT T.O,M. DECORATIVE DECORATIVE CORBEL 8" BANDING FIXED 5HUTTER5 n nf'---4" lSEE DETAIL) (TYP.) lk BANDING I T JOB NUMBER' 25002.025 GAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED I x w 150 STATE STREET EAST OLDSty W FLOMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA + DENVER EST. 19" ezz:--- 0 _j h� N' ti o(OO) 0 m Q = M.. V V 0 0 (D �= n J 0 o. C o 0 L W Z r JOB NUMBER' 25002.025 GAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSty W FLOMA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSCOM TAMPA + DENVER EST. 19" ezz:--- rill --------- ----- ----------'--------- LANAI ROOF I r VENT REQUIREMENTS G.C. VERIFY THAT 3325 50. IN, OF VENTILATION THROUGH UPPER 4:12 2/3 OF ROOF I5 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS r 6:12 REQUIRED, PER MANUFACTURER'5----------- ------ 5PECIFICATION5 OF NET FREE i L 6_12 AREA PER VENT: i �!!�r I y� REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * * I I I �2 Z o 6 i UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 351.39 6Q. IN, OF VENTILATION THROUGH UPPER I 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S �O I 5PECIFICATION5 OF NET FREE I I I AREA PER VENT. I I 6_12 6:12 I --------- -T------ 6:12�1�� 6:12 L I I- I I I � I I � I 6:12 oc 6:12 i LOWER ROOF VENT REQUIREMENTS G.G. VERIFY THAT 126.93 5Q. IN, OF VENTILATION THROUGH UPPER o i i 2/3 OF ROOF 15 ACQUIRED. o r 5 1 VERIFY QUANTITY OF ROOF VENTS -----------.-- ----------- -- REQUIRED, PER MANUFACTURER'S 0„ 6PECIFICATION5 OF NET FREE TYP. AREA PER VENT. OVERHANG AT HIP AA (U.N.0) 3C3 ROOF PLAN. SCALE:1/5" 1411 11/2 THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA16ED SAND FINISH TEXTURED BANDING CLEAR OPENING HEIGHTS s I I I I LL 5NINGLE 12 ROOF 6� I I I I I I I I I 12 6 I I I �2 Z o 6 i UPPER ROOF VENT REQUIREMENTS G.C. VERIFY THAT 351.39 6Q. IN, OF VENTILATION THROUGH UPPER I 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S �O I 5PECIFICATION5 OF NET FREE I I I AREA PER VENT. I I 6_12 6:12 I --------- -T------ 6:12�1�� 6:12 L I I- I I I � I I � I 6:12 oc 6:12 i LOWER ROOF VENT REQUIREMENTS G.G. VERIFY THAT 126.93 5Q. IN, OF VENTILATION THROUGH UPPER o i i 2/3 OF ROOF 15 ACQUIRED. o r 5 1 VERIFY QUANTITY OF ROOF VENTS -----------.-- ----------- -- REQUIRED, PER MANUFACTURER'S 0„ 6PECIFICATION5 OF NET FREE TYP. AREA PER VENT. OVERHANG AT HIP AA (U.N.0) 3C3 ROOF PLAN. SCALE:1/5" 1411 11/2 THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA16ED SAND FINISH TEXTURED BANDING CLEAR OPENING HEIGHTS s 61 LL 5NINGLE 12 ROOF 6� 5NINGLE 12 6 0to O Lu ROOF d a X cu � - - - - PLT. HT._ tV Lu Z /TEXTURED FINISH �l /5TUCCO /TEXTURED FINISH �, �l ❑ ❑ 3/4" /5TUCCO THICK TYP. CROSS-SECTION OF KAISEU TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I' -Oil T.O.M. 61 Q6 5NINGLE 12 ROOF 6� 5NINGLE 12 6 0to O ROOF PLT. HT.- - - - - PLT. HT._ tV Z5TUCCO /TEXTURED FINISH �l /5TUCCO /TEXTURED FINISH �, �l ❑ ❑ TEXTURED FIN15H /5TUCCO _ DRY5TACK a, TYP.) TONE ( TYPJ t!JM _ MAIN FF. LINE FIN15H 4122 5NINGLE FINISH _ _ _ _ FIN15H _ I MAIN FF. LINE SECOND F.F. LINE GRADE LINE �8 �� ROOF 5ECOND FF. LINE APll SHINGLE aunt — SECOND FF. LINE T.O.M. • • X N 150 STATE STREET EAST OLDWAP, FLORIDA 3*77 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA '• L7ENVM 7.011. 0to O J0 hrn tV /TEXTURED FINISH �l /TEXTURED FINISH �, �l TEXTURED FIN15H TYP RETURN AT 51DE5 (UNA.) _ DRY5TACK a, TYP.) TONE ( TYPJ t!JM _ MAIN FF. LINE i. (40LL • _ _ _ _ o 0 _ MAIN FF. LINE GRADE LINE GRADE LINE (A66UMED) (A55UMED)= LEFT ELEVATION 6CALE: 1/5" - 14" PLT. HT, ROOF�r� PLT. HT.- • • X N 150 STATE STREET EAST OLDWAP, FLORIDA 3*77 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA '• L7ENVM C 0to O J0 hrn tV ♦/� t!JM i. (40LL • o 0 "d o�CQ PLT. HT, ROOF�r� PLT. HT.- 19, —mo-— DAVIS BEWS DESIGN GROVP ' 150 STATE STREET EAST OLDWAP, FLORIDA 3*77 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA '• L7ENVM —:y� FST, 1994 F 19, 3 TAB 25 ROOF' SHEATHING S IN OVER SAND FINISH YR SHINGLE ON 1'3j'( FELT 0 OVER SP ECIFIED N NAILING scl+EDiJI..F ROOF EVER PRE ENc FFRFD TEXTURED BANDING ROOF TRUSSES 0 24 O.C. TYPICAL VALLEY FLASHING N.T.S. DETAIL ; TYPICAL ROOF TO WALL FLASHING DETAIL TIP. CR TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 3" : I'-0° C N.T.S.SCALE: WEATHER —.--FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING , -. MECHANICALLY FAS'T'EN RESISTIVE F; RESIISNVE' BARRIER 8r RA ' E.Y SECURE AS NECESSARY iN BARRIER TEh11 C1 ISI a `* SI a S I BARRIER ..R WITH 1. INTEGRA1t. INaIALI.-APION OF WEATHER RE..,I,si VE. BAR L F'LASH'ING TO FORM WATER SHEDDING LAPS AT FOLD UP WEATHER 12--._ HURRICANE STRAP PER PITCH AS ROOF FRAMING PLANLu COPINGS. LL_ OL ..� PER ., ELEV. y�R O Lu.Q / 5;.... I AT SI PLATE, TYPICAL FLASHING DETAIL ` R ASHING r y 50k FELT OVER RESISTIVE TEMPORARILY SECURE `� e METAL. FLASHING:.-._ w \ / IN FOR G INSTALLATION p METAL FLASKING � ErL.�IsYIVL SHEAITilNG SHINGLE ROOF PER w/TAR BETWEEN FLASHING AND SHINGLES S _ BRC. HGT, ------{�}•- 8°'x18 CONTRACT 1 METAL PER p F -ALUM. DRIP EC1GE Y E'LASHINGSHINGLE CONTRACT gq R --2x6. FASCIA 2 AND SEAL, WITH WEATHER RESISTIVE BARRIER TAPE , 101 3/411 THICK VENTED ALUM. SOFFIT �P� �--- WEATHER RESISTIVE SH SIWINDOW FLASHINGASREO'D BARRIER 1x4 WINDOW TRIM SHEATHING PER PLAN IDSL. OSS SECTION OF RAISED HEADER TYPICAL WINDOW &_ SLIDING GLASS DOOR Z FLASHIN G DETAIL N.T.S. TYPICAL VALLEY FLASHING N.T.S. DETAIL ; TYPICAL ROOF TO WALL FLASHING DETAIL TIP. CR TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 3" : I'-0° C N.T.S.SCALE: WEATHER —.--FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING , -. MECHANICALLY FAS'T'EN RESISTIVE F; RESIISNVE' BARRIER 8r RA ' E.Y SECURE AS NECESSARY iN BARRIER TEh11 C1 ISI a `* SI a S I BARRIER ..R WITH 1. INTEGRA1t. INaIALI.-APION OF WEATHER RE..,I,si VE. BAR L F'LASH'ING TO FORM WATER SHEDDING LAPS AT FOLD UP WEATHER co N COPINGS. '0 CORNERS THROUGH y�R BARRIER Yc N m I AT SI PLATE, TYPICAL FLASHING DETAIL ` R ASHING r y _ SISTINE. BARRIER ABOVE HEADEF3 TO RE 2. ALLOW FLASHING RESISTIVE TEMPORARILY SECURE `� e w _ r FXTF,RIOR WEATHER IN FOR G INSTALLATION E ErL.�IsYIVL SHEAITilNG 4, INSTALL HEAD FLASIkIING UNDER WEATHER RESISTIVE BARRIER S WALL PER PIAN BARRIER TAPE— SILL PLATE �/`� 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING gq R 2 AND SEAL, WITH WEATHER RESISTIVE BARRIER TAPE , 101 �P� �--- WEATHER RESISTIVE ASSEMBLED 1 T � BARRIER SHEATHING PER PLAN T WdNll]IDW, 2 r�•,� z r E"' .A.SHING L 8P ISILL PLATE G� E (SEE DETAIL B V}�lll' 3 15 FELT DRAINAGE PLANE 0 FOR OPTflONS) F4ASHIN(� DO NOT FLASH OVER BOTTOM. 6.. 5x5 METAL FLASHING FLANGE NAILING L „ ' 4 P �' ,•--- CORNER PATCHJ w/TAR BETWEEN FLAS TNG AN HINGE. Al u 5 1/5STUCCO THICKNESS 1I AD FLASKING TIE-IN PISb'W"RIIQ:'T'ICItVS: RUN KICKOUT FLASHING 6" NOTES: ® PAST EDGE OF ROOF ROOF PER PLAN 1. CUT, FOLD UP & TEMPORARILY S. , c ADHESIVE TYPE (MIN. ,�E.CURk. WEATHER RESISTIVk. 1. FLASHING TO BE FLEXIBLE SELF D F 4 AGK LATH' PAPERS BARRIER ABOVE HEADER TO 6" WIDE) FLASHING 4� ALLOW FOR FLASHING INSTALLATION 2, REMOVE WEATHER RESISTIVE. BARRIER FROM TOP OF '; FLASHING WINDOW 2. IN51AL.L HEAD FLAaIIING UNDL SILL PLATO WEATHER RESISTIVE BARRIER NOTES: 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS MEM R,ANE STRIP COvERINC WOOD 3. FOLD WEATHER RESISTIVE 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE I I • ;', K OVER HEAD S FLASHING AND WEATHER RESISTIVE MIN. 6" WIDE) A 0 Y INT SECTION UNDER BARRIER BAC ,. 4. INaTALL,,.�-,., " : ...-1 .,,, ( �RAME/iM 5 NR E FLASHING AND SEAL. WITH TAPE BARRIER TIO FORM WATER SHEDDING LAPS "� ❑O O FLASHING DETAIL 2. INSTALL, FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL N.T.S. PLAN MEW EXPANSION JOIN? TO EXTEND 2" 3. MECHANICALLY FASTEN AS NECESSARY BELOW CMU TYPICAL WINDOW FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 2 METAL OR PLA5TIC EXPAN51ON JOINT 2..:..10 .._.,:..'BE Q...?.E.....mTl Q N .:.m,.Q113,,.,._ - WALL ENVELOPE SHALL INCLUDE LASHING AS EXTERIOR WAI_I_`SHALL PROVIDE -HE EUILIDNG WITH A WEA I HER -RESISTANT EX L�l7HWALL ENVELOPE. THE EXTERIOK _ IN SUCH A MANNER AS TO PREVENT THE. ACCUMULATION OF I" FROM TOP OF CMU � F , C: THE EXTERIOR WALL ENVELOPE SHALL. BE DESIGNED AND CONSTRUCTED� � ----- DESCRIBED iN SECTION R704.,F�„ PR ., TI R106.1. ALL EXTERIOR FIN1, H) BEHIND THE EXTERIOR VENEER AS REQUIRED [3Y SECTION WATER WITHIN THE WAI.I... ASSEMBLY BY PROVIDING A WATER RESISTIVE BARRIERol OPTION -p .- I ION INS7RUG I ION; , SHALL E3L APLIED IN ACCORDANCE WITH THE MANI.�I"AC,ILJRER S SPECIFICATIONS OR INSfALLA .. -.. - � WITH ASTM D TI 5 ,.. .... � � SQUARE FEET 0.63 k rrl2 AND :COMPLYING FI..ASHINt, r - AKS WEIGHTING NQl- LESS FHAN 14 POUNDS PER 100 Q ( g/ ) �a 5/8 STIUCGOORGEMEN OU A.:�PHALV SAILJRAIL�L) Fi=LI I_REE. FROM HOLES AND BREAKS, T / .4. SUCH MU �` ., EXTERIOR WALLS AS REQUIRED BY TAkSI_.E R703 COATING OVER C .. -, - RESISTANT TANT MATERIAL ,�LIAI..I,.. [3E APPLIED' OVER STUDS OR .SHEATHING OF ALL _ F WOTILILN 22CNOR OTHER APPROVED WEATIiER"_..'RE515 JOINTS I INCHES �1 tTTrn . WHERE �)C'y sGINti LOWER LAYER NOT l...F._S_� THAN 2 - "J R THE LO F ) FELT ,OR MATERIAL. SHAL.i: DE APPLIED HOf�IZONTAI.(:,..Y� WITH THE UPPER I....AYER LAPPED OVER _.>ILL.LAT- . OCCUR, FELT SHALL BE LAPPED NOI' LESS 1 HAN 6 INCHES (152 rnrn) Lill CMU WALL PER PLAN INTO THE WALL . ,� � A TO PREVENT' ENTRY OF WATER O E SEE I>fGTL #z-� ,, ?: , � � � c, I IN 'THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER S APPROVED �,ORROSION RE.�ISTfVE. FLASHING ,„SHALL DE PROVIDED mm _: _ S ( WALL FINISH AND • -: SHALL EXTEND TO TILE SURFACE OF THE EXTERIOR - T THE. STRUCTURAL FRAMING COMPONENTS. TILE FLASHING CAVITY OR PENETRATION OF WATER O NOTE. NUMBERS INDICATE ORDER ITEMS SNOULq BE 9HF THING T _ S INSTALLED AT ALL OF WAI..I- ,...A �. -� EXTERIOR WALL ENVELOPE. APPROVED CORRASION RESISTANT FLASHING SHALL HI= INS SHALL BE INSTALLED ALLED fO PREVENT ;WATER FROM REENTERING THE INSTALLED OVER FRAME AND CMU NOTES; THE FOLLOWINGLOCATIONS: 2585 - r iWl 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, N. 6" WIDE) .. _ :. .... - F ASHING WINDOWS HAVING A CONTINUOUS -� TO C3E LEAKPF�OC)E EXCEPT THAT SELF—FLASHING UCH A MANNER AS GSTVE':: BARRIER FROM TOP OF WINDOW SIlL PLATE 2. REMOVE WEA'IIICI�. NLaI. 1. A I TOP OF ALL EXTERIOR WtlNDOW AND DOOR OI ENIIN'03 IN S ' �, � N THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE P OF NOT LESS THAN 1 1/8 INCHES ((28Fi11"Yl) OVER THE SHEATHING MATERIAL AROUND ; x W 150 STATE STREET EAST CIDSMAkFLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA '• DENVER C � 1 RD p_ E DETAIL WEEP SCREED 'cyo , -. 2 AT THE INTERSECTION 01= CHIMNEYS .OTHER co N COPINGS. '0 D04 oll ., ...-: _ MASONRY, WOOD- OR METAL COPINGS AND SILLS. UNtl.JL..K AND A I f HL ENDS OF M'ASC> .� Y/ sm N m I AT SI PLATE, TYPICAL FLASHING DETAIL ` h =�M �mL'• 6 0 C `� e w 0 C 0 E t N p f0 L U) 0.-C 0 Z,TGv GSTVE':: BARRIER FROM TOP OF WINDOW SIlL PLATE 2. REMOVE WEA'IIICI�. NLaI. 1. A I TOP OF ALL EXTERIOR WtlNDOW AND DOOR OI ENIIN'03 IN S ' �, � N THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE P OF NOT LESS THAN 1 1/8 INCHES ((28Fi11"Yl) OVER THE SHEATHING MATERIAL AROUND ; DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST CIDSMAkFLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA '• DENVER EST. 1994- - GSTVE':: BARRIER FROM TOP OF WINDOW SIlL PLATE 2. REMOVE WEA'IIICI�. NLaI. 1. A I TOP OF ALL EXTERIOR WtlNDOW AND DOOR OI ENIIN'03 IN S ' �, � N THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE P OF NOT LESS THAN 1 1/8 INCHES ((28Fi11"Yl) OVER THE SHEATHING MATERIAL AROUND SANFp >.• I �., w ABoalm ,�. IITJaIALL .TILL FLASHING AS SHOWN AFH9N:� AROLIIJGI REMAINING WINDOW UNIT A. INSTALL FL .Y C LA / l �-.. �. � �:� .° SPECIFICALLY .APPROVED BY THE BUILDING OFFICIAL. & NG JAMB FLASHING MAY ALSO DL OMITTED WHEN J EC ADL)4TQNAI... ELAJf I , " STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OR MASONRY CONSTRUCTION WITH FRAME OR S U CO RD p_ E DETAIL WEEP SCREED 'cyo , -. 2 AT THE INTERSECTION 01= CHIMNEYS .OTHER - 5. WEATHER RESISTIVE BARRIER TO FORM WATER, SHEDDING LAPS COPINGS. PER M.C.D. ENGINEERING 5CALE: 3" - I'-011 ., ...-: _ MASONRY, WOOD- OR METAL COPINGS AND SILLS. UNtl.JL..K AND A I f HL ENDS OF M'ASC> .� I AT SI PLATE, TYPICAL FLASHING DETAIL 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD 'TRIM. � c TO A WALL OR FLOOR ASSEMBLY OF WOOD—FRAME CONST RUCTION, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH N.T.S. ,.�. O. AT WALL_ AND ROOF INTERSECTIONS, A/C r-HORIZ r -DIRECT VENT. DRYER DISCONN. II I L ---J L ---J W.P. _� GF.I. PENDANT - (VERIFY VM1-11 VN—ilm KITCHEN TOP (SEE DETAIL ON SHEET 2C) HORIZ MAKE-UP LIGHT .w._......._..,�w_u.„,...«., ,�,,.w......�,,,,,,......_.- .. __ .._... ................. �..�..,. ..., ., ...,..... .. I,. ..,... ...__ .. ...., u...w,.>... .. .,.ate ,., ... .. ..., ,. .,..... .. .. .,,_..W.... ,........ .. --- --- ..W.........,-_ • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. • • K w ELECTfRICAL < "� 150 STATE STREET EAST OLDS VM , FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • EDEN\/ER. r _1` 0 DUPLEX CONVENIENCE OUTLET 4/0 ALU. CABLE OUTLETS ..... 14" MAIN DISCONNECT \ DUPLEX OUTLET ABOVE COUNTER TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION... 14" COMBO - SQUARED P. WEATHERPROOF DUPLEX OUTLET \.F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER REFER TO FLOOR TYP. �$ HALF -SWITCHED DUPLEX OUTLET SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE PLAN FOR NOTED MAIN DISC. INSIDE SPECIAL PURP05E OUTLET AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. AMPS. REQUIRED \ PANEL DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY MOMS, DINING UNDERGROUND WALL SWITCH ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, \ 13 THREE-WAY SWITCH CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. SERVICE BY POWER COMPANY '4 COPPER TO 5/8" GROUND ROD DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 14 FOUR-WAY SWITCH TO BE BONDED D DIMMER SWITCH 2ALSERVICE OTING STEEL 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I). G.F.I. COACH- CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE ELECTRICAL RISER DIAGRAM F,B.C.'RE51DENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND !I ORDINANCES. NOTE: AT 4811 LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE '.ER OUTLET— COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL _ ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING RECESSED INCANDESCENT LIGHT FIXTURE PURPOSES. r----- 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN Ac. LIGHT FIXTURE WITH PULL CHAIN RFOR I BATTERY BACKUP. COMBINATION 5MOKE/CAR5N MONOXIDE ALARMS SHALL BE TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN 1 Q. EXHAUST FANLIGHT COMBINATION \ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) [EHI CHIMES (OPTIONAL) I o PUSHBUTTON 5WITC 4 (OPTIONAL) I I ® CARBON MONOXIDE DETECTOR 1 I I sc SMOKE DETECTOR I so SMOKE / CARSON MOND. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) J I M TELEVISION (OPTIONAL) GARAGE I / o THER106TAT 0 ELECTRIC METER ..� ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) L — — — — — — — — - c ROUGH -IN FOR OPT. CEILING FAN ELEC. GF.I. v J PANEL 200 AMP AT 4811 IRRIG. c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ coacH �� ROUGH -IN FOR OPT. CEILING FAN LIGHT NOTES - W.P. r GFJ 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. • • K w 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE 150 STATE STREET EAST OLDS VM , FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • EDEN\/ER. C c L. `` 00 ■� E FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" 4/0 ALU. CABLE OUTLETS ..... 14" MAIN DISCONNECT METER A/C TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION... 14" COMBO - SQUARED DISC. 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER REFER TO FLOOR TYP. '14 AND X12 COPPER TO SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. AMPS. REQUIRED PANEL +M0 COPPER TO WATER HEATER 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY MOMS, DINING UNDERGROUND 08 COPPER TO RANGE ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. SERVICE BY POWER COMPANY '4 COPPER TO 5/8" GROUND ROD DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. TO BE BONDED 2ALSERVICE OTING STEEL 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NEPA. IOA-05, NE.C. 2008, 2010 ELECTRICAL RISER DIAGRAM F,B.C.'RE51DENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL 1. EVERY BUILDING HAVING A FO55IL-FUEL-BURNING HEATER OR APPLIANCE, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION 5MOKE/CAR5N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 • • K w 150 STATE STREET EAST OLDS VM , FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • EDEN\/ER. C c L. `` 00 ■� E Uro J h �, I 2 N C9 N a> , >�JM ��. ID 00' �� �O � �++N ) .� fp 0�c�� Z�La • JOB NUMBER 25002.025 • CAD FILE NAME LOT 44 TB ISSUED 01-14-15 REVISED 03-11-15 2585 SANFORD TITLE • pFp � MAIN FLOOR ELECTRICAL �R PLAN 5-825 Li MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDS VM , FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • EDEN\/ER. -�� EST. 1994 �-_ - 2585 SANFORD TITLE • pFp � MAIN FLOOR ELECTRICAL �R PLAN 5-825 Li MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT HORIZ. mm;:.I Its rimw--wi I V.,mw WWI"F.^ vu I LG SPECIAL PURP05E OUTLET -�-•— .... DUPLEX OUTLET IN FLOOR 220 VOLT' OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LOT FIXTURE DAVIS B EWS I�- WALL MOUNTED INCANDESCENT LIGHT FIXTURE DESIGN GROUP fC RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL C 4AM 1.50 STATE STR.I'_.ET EASY TRACK LIGHT OUXMW FLORmA 34677 ` 813 925.1300 TEL FLUORESCENT LIGHT FIXTURE 813. 925. 1800 FAX W W W.DAVISBEWS.COM EXHAUST FAN TAN PA • L?E1WER. . EXHAUST' FAN/LIGHT COMBINATION EST. 1994 F` ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) m PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s4 SMOKE DETECTOR so SMOKE /CAR30N MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) �]y TELEVISION (OPTIONAL) Q THERMOSTAT �n ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) c � ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGw-IN FOR OPT. CEILING FAN NOTESo I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES ... LOORSWITCHES.... 42" � TELLETS .;14° TELEPHONE.. .14" (UNLESS ABY COUNTERTOP) TELEVISION... 14° 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORD BATTERY BACKUP. PROVIDE 0 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY;ROOM$, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE ARC.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.CI PROTECTED (GPD 6. IT 13 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N,F.PA.10A-05, N.E.C. 2008, 2010 F.5C. RE61DENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES' 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. �ul,� 2585 ..., SANIFlolpn x ro w to 0ro 0 0 -1 gym. 2 N '." M N •� PJM L • 0 0 c a'ca (a Co u.�_�, ;C �++� o � co lin z -V2° rimw--wi I V.,mw WWI"F.^ vu I LG SPECIAL PURP05E OUTLET -�-•— .... DUPLEX OUTLET IN FLOOR 220 VOLT' OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LOT FIXTURE DAVIS B EWS I�- WALL MOUNTED INCANDESCENT LIGHT FIXTURE DESIGN GROUP fC RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL C 4AM 1.50 STATE STR.I'_.ET EASY TRACK LIGHT OUXMW FLORmA 34677 ` 813 925.1300 TEL FLUORESCENT LIGHT FIXTURE 813. 925. 1800 FAX W W W.DAVISBEWS.COM EXHAUST FAN TAN PA • L?E1WER. . EXHAUST' FAN/LIGHT COMBINATION EST. 1994 F` ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) m PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s4 SMOKE DETECTOR so SMOKE /CAR30N MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) �]y TELEVISION (OPTIONAL) Q THERMOSTAT �n ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) c � ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGw-IN FOR OPT. CEILING FAN NOTESo I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES ... LOORSWITCHES.... 42" � TELLETS .;14° TELEPHONE.. .14" (UNLESS ABY COUNTERTOP) TELEVISION... 14° 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORD BATTERY BACKUP. PROVIDE 0 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY;ROOM$, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE ARC.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.CI PROTECTED (GPD 6. IT 13 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N,F.PA.10A-05, N.E.C. 2008, 2010 F.5C. RE61DENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES' 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. �ul,� 2585 ..., SANIFlolpn GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS E WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF METAL COATINGS FOR US MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, BEARING CAPACITY 2000 PSF METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL TERMITE TREATMENT AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE MINIMUM G50 ZINC COATING PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (BORACARE) MAY BE USED, iN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. CONSUMER SERVICES. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. PRESSSTEELTREATED WOOD.CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE 4 OF STAINLESS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING P LAN DRAFTING: ON THE DRAWINGS. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN S D S FOUNDATION DETAILS SD2 GENERAL DETAILS 4, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2, TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SD3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD ��� 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ". D) STAIRS - 40 PSF COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO a AT EACH END SHALL BE PROVIDED. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. THE LATEST EDITION OF ANSI TPI 1. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CENTER TO UPPER 1/3 OF THE SLAB. MANUFACTURER UNLESS NOTED ON PLANS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS BOLTS AND THREADED RODS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOF TOP CHORD: LL = 20 PSF OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PSF(SHINGLE TYPE ROOF COVER) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER) ACCORDANCE WITH ASTM B 695 CLASS 55 MINIMUM. DL = 14 PSF AT OVERBUILT + S D6 TWO STORY DETAILS SCALE: CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UPDATES 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR W J Z Z 2O Q j LU _ w w U) W d C W U) J W N LU W H LL z```,el,►+�+rry, 0 Ln C14 a467-� z z° W ;00 i w W 4t �� ®�`( 0 I MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL =10 PSF NUMBER DATE DESCRIPTION MANUFACTURER'S DRAWINGS ''�'�ra P�®� "` U_ DESIGN LIVE LOADS (MINIMUM):lx 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, A) FLOORS - 40 PSF CFG / BAD ----- 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE cn DRAFTING: ON THE DRAWINGS. FIELD REPAIR NOTES CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) 1 5/9/2014 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND w W -STRUCT: 2000 PSI (fm =1900 PSI) C) DECKS - 40 PSF AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE WITH MASTER 2 AND WITH BONUS & MASTER 2 CL QC CHECK: 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING ��� 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ". D) STAIRS - 40 PSF COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO a 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 E) ROOFS - 20 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES o 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE F) BONUS ROOMS /GAME ROOMS - 60 PSF, U.N.O. DIAMETERS(EXCLUDING BEND). SCALE: CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 0 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR CREATED ELEV. C W/ BONUS - TRUSSWAY SIZE OF 3/$" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS Z " M REINFORCEMENT SHALL BE BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 3 12/18/2014 FILLED CELL WITH EITHER (RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION o FILLED WITH COARSE GROUT AND GRADE 40 STEEL. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY TRUSSESM BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR - - PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO ADDITIONAL INFORMATION.) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN INSIDE FACE. HANGERS. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM MANUFACTURER'S DRAWINGS AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. CFG / BAD ----- 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE a DRAFTING: ON THE DRAWINGS. FIELD REPAIR NOTES 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 1. OMITTED REBAR COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, W -STRUCT: 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL QC CHECK: 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING ��� 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN, 12 BAR 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DIAMETERS(EXCLUDING BEND). SCALE: CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. STRAPS/CONNECTOR SUBSTITUTION 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, ~ 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. FILLED CELL WITH EITHER (RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION DATE: CONCRETE CONSOLIDATION. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY WOOD CONSTRUCTION BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR S1 ADDITIONAL INFORMATION.) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 4. METAL STUD SUBSTITUTION DESIGN P RE C� C� I I RE � SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING �-+�-+ v v 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. WALLS WIND DESIGN LOAD INFORMATION STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER DRILL & WIND SPEED (ULTIMATE) 139 m ph REGARDLESS OF SPECIES. EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. WIND SPEED (ALLOWABLE) 108 mph 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO WIND EXPOSURE B WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS RISK CATEGORY 11 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 6. MORTAR JOINTS BUILDING TYPE VB SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF ENCLOSURE CLASSIFICATION ENCLOSED AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL REQUIRED)+/- INTERNAL PRESSURE COEFFICIENT 0,1$ BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON WIND PRESSURE &SUCTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. EFFECTIVE 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY "EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS WIND (PSF) (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE N VALUE DENOTES PRESSURE SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED AREA (SQ FT) _ VALUE DENOTES SUCTION DESIGNED AND DETAILED BY OTHERS. TO BE EPDXIED INTO TIE BEAM OR FOOTING 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) AREA 4O 5O CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 7. OVERHANGING CMU WALL 10 (+) 21.2 (+) 21.2 SIMPSON HSS2 STUD SHOES, TYP U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM - 22.9 - 28.3 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AND VERTICAL CELLS PER PLAN. 20 (+) 20,2 (+) 20.2 CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE (-) 22.0 - 26.4 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM (+) 19.0 (+) 19.0 CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED AND VERTICAL CELLS PER PLAN 50 - 20.8 (-) 23.9 GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF (+) 18,0 (+) 18.0 NOT. RECORD FOR APPLICABLE REPAIRS. 100 - 19.8 - 22.0 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR STRUCTURAL STEEL T-0" MASONRY IS TO BE PRESSURE TREATED. GARAGE DOORS 9'-0" x 16-0" x T-0" 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI ( 1$.4 + MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E (--)) 20.9 (-) 19.7 WOODEN TOP PLATES. OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N ENGINEERED LUMBER BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER WIND PRESSURE/ ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED l VALUES AS FOLLOWS: ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM SUCTION DIAGRAM 5COLUMNS BEAMS F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD 4 4 „I E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE5 5 Fb = 2500 Fb = 3000 PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). a Ft = 1500 Ft = 1700 FILLET WELDS SHALL BE 3/6' UNO. STANDARD DESIGN PRESSURE NOTES Fc 11= 3000 Fc 11= 3000 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING Fc j = 900 Fc j = 900 PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND Fv = 285 Fv = 285 CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. CLADDING WIND PRESSURES AND SUCTIONS PER 2010 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY FBCR WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 2, MEAN ROOF HEIGHT FORA TYPICAL SINGLE STORY HOME CONDITION U.N.O. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY IS 15FT, 2 STORY HOME IS 30FT CEILING CONSTRUCTION STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET 1 . USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. ULTIMATE WIND PRESSURES. OTHERWISE SPECIFIED. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN BUILDING CORNERS. LIVING SPACE IS ABOVE THE GARAGE. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED TRUSSES IN THE LANAI AND ENTRY AREA, ALL PANEL EDGES ARE TO BE BLOCKED WITH THE LOWER EFFECTIVE AREAS. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 140 MPH OR GREATER IS CONSIDERED TO BE IN THE UNDER STAIR PROTECTION WIND -BOURNE DEBRIS AREA. OPENING PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR REQUIRED. REFER TO SECTION R301.2.1.2 OF THE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO (12.7MM) GYPSUM BOARD. TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. LU 0 Q U 0 0 LL O (D Z ` '� U O '' + O� CL LLi 0 I- C) ry � v, ♦ ^ H U) W 0 Z �0 cn z_ F ,8 OWa> �- r. Z Z NC0M� oi'S �ZN 0 v O UU U J Z O��m O JQ�Zh _ U c�g g zz4tow . F_ 0< 3 1- (.5 X6�3 LU U Q 11-: Z J ZO t$�� O 1 K W vJ _ 0 UjW O CL z V a O J W2 Q 0 LU Z_ Z W Q d' F- 0 Z F_ 0p --� 0 �<L O W Lc)� � 1 o 0000 LO Z C4 .. wF- �JZ W 0 � Q O OLL Q H H v 0.. 1-8 2 5 U) STRUCTURAL ENG: CFG / BAD ----- bv1LDlN�, a DRAFTING: SANFORD W -STRUCT: _. JV o�PAR1ry QC CHECK: LA ��� LU JOB Na TM- 2142674 SCALE: AS INDICATED ~ -- - DATE: 01/20/2015 S1 0 0 M A/C PAD A/C I 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W r 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED H of DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD ``t®Otil �t,t�/®®� Lna FOOTING STEP DOWN AND CORNER INFORMATION.> wy __ N ® ®� ®eeeeee•+ %�® %ate d 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ®.° °°•° � "r W - SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH ®°° U. 16-°•+Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION "� Z N ` P'e•• �� U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER »4u �i' o C, J (� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS • v® � '' FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THEE• + PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �••+• +•® �` JO CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ' +0+�••+•° ®�° –I J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. _ ®B SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ~ ®®�®!/t `0 W COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 111 iii U) DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS zi BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. p O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U ` DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z? r4. c� STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND ¢',� N O FOOTING SIZES PENDING DEPTH OF STEMWALL. cl o_ W FOOTING SCHEDULE a o O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAYLL z O C3 O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY O O O 2.3 28"x2'.8"x12" dp w/ #5's @ 6" O.C. EA. WAY a a LLF 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY h U 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY � Z 0 Z O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY < J 0 Lj LL (�.. Fnz 1, g O W a' , � 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY ZO Z 06W z M S en O4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY U O Z to F= m N;�zi 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY Q CJ) D F O a< 9 1 O � 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY z U o W Z W Z U. J O O 0O FOUNDATION NOTES: � W Lo L a W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE z 1- N SYMBOLS LEGEND _ --- m LAPPED MIN. 6" AND SEALED. W Q �- H W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 = CO O V 0 ~ "� ~ Z 2, PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 0 W TO TIE BEAM. J J PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL W ENG: CFG / BAD _ DRAFTING: 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z -STRUCT: JV --- ---- --- ---------.._ -- 3 QC CHECK: LA W 0 (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 2 CSCALE: AS INDICATED 32" O.C. (6" MIN. EMBED) U.N.O. Z ¢ Z Z 0 01/20/2015 -_– J J 0 EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). � � —aw 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z U) LAP SPLICES SHALL BE NO LESS THAN 25". W Z 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 W RECESSING DOOR SILLS. LU Z 2 O 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. O U OU W 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) UW CONTROL JOINTS TO BE SAW CUTA DEPTH OF 1/4" OF THE Z V W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. Uj Q w 7. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY ca � W COMMUNITY & COUNTY CODES. �_ W 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W 5; SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE � j Of AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION LL INSTRUCTIONS. V11..-- 0 — - – — . _ ..... _ _ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W r 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED H of DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD ``t®Otil �t,t�/®®� Lna FOOTING STEP DOWN AND CORNER INFORMATION.> wy __ N ® ®� ®eeeeee•+ %�® %ate d 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ®.° °°•° � "r W - SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH ®°° U. 16-°•+Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION "� Z N ` P'e•• �� U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER »4u �i' o C, J (� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS • v® � '' FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THEE• + PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �••+• +•® �` JO CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ' +0+�••+•° ®�° –I J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. _ ®B SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ~ ®®�®!/t `0 W COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 111 iii U) DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS zi BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. p O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U ` DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z? r4. c� STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND ¢',� N O FOOTING SIZES PENDING DEPTH OF STEMWALL. cl o_ W FOOTING SCHEDULE a o O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAYLL z O C3 O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY O O O 2.3 28"x2'.8"x12" dp w/ #5's @ 6" O.C. EA. WAY a a LLF 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY h U 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY � Z 0 Z O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY < J 0 Lj LL (�.. Fnz 1, g O W a' , � 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY ZO Z 06W z M S en O4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY U O Z to F= m N;�zi 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY Q CJ) D F O a< 9 1 O � 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY z U o W Z W Z U. J O O 0O COMPACTION TES REQUIRED Results to be Verified at Slab inspection FOUNDATION PLAN 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, U � o LL L a W z SYMBOLS LEGEND _ --- m W W W H W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 = TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). O V 0 ~ "� ~ Z INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 0 W TO TIE BEAM. J J 0 W ENG: CFG / BAD _ DRAFTING: 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z -STRUCT: JV --- ---- --- ---------.._ -- 3 QC CHECK: LA W 0 11 • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 2 CSCALE: AS INDICATED 32" O.C. (6" MIN. EMBED) U.N.O. Z ¢ Z Z 0 01/20/2015 J J 0 � � —aw COMPACTION TES REQUIRED Results to be Verified at Slab inspection FOUNDATION PLAN 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, U � L 0000 � N m W W H W O = 0 ~ "� ~ STRUCTURAL ENG: CFG / BAD _ DRAFTING: -STRUCT: JV --- ---- --- ---------.._ -- 3 QC CHECK: LA JOB No. TM - 2142674 CSCALE: AS INDICATED DATE: 01/20/2015 60 N a 100 11 SCALE: as iNnirATFn 1 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION &FASTENERS UPLIFT �" (2)2x6 #2 SYP w/2 FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM ATTACH KING STUD TO HEADER w/(8) 16" 3 12d TOENAILS O 12 3 d TOENAILS O NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) K a OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) BWZ 16" 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS If 1160If 1160p MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16 THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. / ATTACH KING STUD TO HEADER w/(8) ) BW4 12" 3 12d TOENAILS OR (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. ENDNAILS OR ENDNAILS UPLIFT ATTACH KING STUD TO HEADER w/(12) x8: ABU88 w/ 18 16d NAILS & ( 2 5i EPDXY ANCHORS w/ ( ) )8 BW5 16d NAILS 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ 12 ADJUST AS REQ'D TO MISS STUDS SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS@ EA. END BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 0 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL - WF08/SD4: OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. GENERAL BEARING WALL NOTES T U.N.O. 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 1 5. IF "BW"CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP: THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRIG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS E 2X BASE PLATE CAN ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 �" (2)2x6 #2 SYP w/2 FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) a2 O 2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 "' (2)2x8 #2 SYP w/z FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) �3 a (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 2 2x10 #2 SYP w/12" FLITCH ATTACH KING STUD TO HEADER w/(10) K a PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 .PLATE 16d NAILS H3.5x5.5 2 1.75"x5.5" LVL () ATTACH KING STUD TO HEADER w/(6) R a 5-1/4"x7" LVL COLUMN. 46d NAILS H3.5x7.25 (2)1.75"x7.25" LVL / ATTACH KING STUD TO HEADER w/(8) ) v a - 16d NAILS H3.5x9.5 (2)1.75"x9.5" LVL ATTACH KINGS UD TO HEADER w/ 10 T 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75" x11.25" LVL ATTACH KING STUD TO HEADER w/(12) x8: ABU88 w/ 18 16d NAILS & ( 2 5i EPDXY ANCHORS w/ ( ) )8 MIN. 6 EMBEDMENT , 16d NAILS BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 1245 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING (2)HTS20 w/(24)10d x 1z' NAILS SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS@ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4: OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8:oSEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT2 STORY CONDITIONS, SEE 2ND FLOOR NOTES FOR MORE INFO. -- - - - - --- I I - COLUMN SCHEDULE A a (2)2X4 SYP #2 BUILT UP STUD COLUMN aB 3 O COLUMN 2X4 SYP#2 BUILT UP STUD C a 4 2X4 SYP#2 BUILT UP STUD COLUMN U a2 O 2X6 SYP#2 BUILT UP STUD COLUMN E a (3)2X6 SYP#2 BUILT UP STUD COLUMN' F a (2)2X8 SYP#2 BUILT UP STUD COLUMN �3 a (3)2X8 SYP#2 BUILT UP STUD COLUMN H a 4x4 SYP#2 POST J a 6x6 SYP#2 POST K a 8x8 SYP#2 POST L a 3-1/2"x3-1/2" LVL COLUMN. M a- „ - 3 1/2 x5 1/4, LVL COLUMN. N a 3-1/2"1 LVL COLUMN. P a- 3-1/2"x9-1/2" LVL COLUMN. Q a 5-1/4"1 LVL COLUMN. R a 5-1/4"x7" LVL COLUMN. S a 7"x7" LVL COLUMN. a (10) 10d NAILS v a - X a - 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. CONTRACTOR TO USE ABU BASE CONNECTORS SYP SOLID 3. CCI C @ POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & e' EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6`. ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 6"EMBEDMENT x8: ABU88 w/ 18 16d NAILS & ( 2 5i EPDXY ANCHORS w/ ( ) )8 MIN. 6 EMBEDMENT , 4. POST/LVL INSTALLED WITHIN BRIG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .1311 x 22„ 10d .148" x 3" 12d .148" x 341' 16d 1 .162" x 321 NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED: 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) _TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP 1 META1 w/(7) 10 x1-11 NAILS OR 6 wO d z B2x8 WITH 1/2 FLITCH" w/(6)10d NAILS & (14)4 x24" 1O 1 1"' META20 w/(7) 10d x 1 NAILS z FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 �„ (2)ply TRUSS (12) 16d x 1-1 NAILS TO BEAM: SIMP. HUC410 w/(18)16d & (2)ply 1900 (2)ply 1900 (10) 10d NAILS H10A w/(18)10d x 1NAILS OR WITH 1/2" FLITCH H10A 1015 H10A 1340 3 1„ 2 I TRUSS H10A-2w/(18) 18 10d x 1 NAILS ( )p Y ( ) z FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 WITH 1/2" FLITCH (2)HTS20 w/(24)10d x 1z' NAILS PLATE NAILS & (18)4'x24' TAPCONS 5 D (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6' H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAI B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d D (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ON MASONRY: SIMP. META16 MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 „ 5 EMBEDMENT (10) 10d NAILS B .x11. 75 35 8 HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 NAILS & (18)4"x24"TAPCONS EMBEDMENT SET EPDXY MIN. 7" EMB ON MASONRY: SIMP. META16 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN 5 EMBEDMENT (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL 11 HTSM16 w/(8)10d NAILS & (4) 4'x 21" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/ 18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305. 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 OF BEAM EPDXY MIN. 7" EMBEDMENT ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. MIN. 4" BRIG. EA. END 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 19 HTT4 w/(18) 16d x 2" NAILS w$" EPDXY ANCHOR w/SIMP.2 COLUMN TO FTG, 3640 4235 SET EPDXY MIN. 7 EMBEDMENT (3)HTS20 w/(24)10d x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2.420 2800 22 ILS SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1, ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24 o.c. OR 32 o.c. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. PLAN 0 0 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. UPLIFT D I s USE 2 H2.5A CONNECTORS. IF UPL EXCEEDS 535lbs ( ) 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRIG. 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. UMMMMA BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LS TA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH" w/(6)10d NAILS & (14)4 x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP: META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 10 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 R Al 0 LST 8 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B .x11. 75 35 8 2 1.75 x11.875 LVL O T O MASONRY: SIMP. HU410OR H C41 / 1 1 O U Ow(0)Od NAILS & (18)4"x24"TAPCONS ON MASONRY: SIMP. META16 TO POST SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY:O 2 SIMP. META16 65:25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6 O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ' ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O`. NAIL TOGETHER USING 3 ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. MIN. 4" BRIG. EA. END 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: W 1. THE ROOF PLAN DEPICTED ISNOT I'NTEN'DED TO SERVE AS A TRUSS DESIGN. Q 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/ Z SINGLE TOP AND P.T. BASE PLATE LEAVE' 1/4" GAP FROM TOP PLATE TO TRUSS O BOTTOM CHORD : 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE � w Z ,O CONTINUOUS FROM FLOOR TO CEILING. ix D � 6 TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS Z U WITH CABINETS AS SHOWN ON PLANS. p (n B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. _ Wn 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. p 8. IT IS REQUIRED TO BRACE AND BLOCK PER BCSI 1 CURRENT EDITION. IN p ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. LL 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 0o - THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY 04 TRUSSES W W 10, USE 5/8 GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE W THE GARAGE. O 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN ai PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ' !y" �,N�t 11111Ir�� a o O THA BEEN DETERMINED BUT PRIOR T 'OTHERWISE AN ENGINEERED LAYOUT HAS U 0 E ♦ = N CONSTRUCTION OR TRUSS FABRICATION FINAL TRUSS LAYOUT AND TRUSS SHOP ;,. r ��F:+«oo 7 ♦♦i s +• ++ o LLL o M DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVD,, + o r --z Z oeu LI+ +�CP Z APPROVAL. AT THIS TIME THE E.O.R.RESERVES THE RIGHT TO REVISE TME ,. AND V S E G E b PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS Ztv© .., ..�+ .. _r SHOP DRAWS ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION"OR �"' 0 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ,x, A sr 0 • _�e NOT RESPONSIBLE FOR ADDITIONAL COSTS D E TO REVISIONS OFTHE PLAN. IF _ CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS so+,,, ,,®p+ . `� CZE _j _j LAYOUT IS REVISED /OUT WRITTEN APPROVAL FROM MCD. 12: IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE M T $ ROOF SYSTEM THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND 00 W BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOR OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 4 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. 0 G CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 01, THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/$D2 FOR MORE INFORMATION. Z� BUILDER NOTE. vi ¢�000lciv IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH W 0 o~. z _ THE TR S MANUFA TURER LAYOUT . w 0 US C S01 -- -STOP---- + !, O" f AN CALL THE ENGINEER OF RECORD PRIOR TO D Z PLACEMENT OF ANY TRUSSES o + k NAILING SCHEDULE: � FS a RQ Cr 0 ui ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" H O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND U 12 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG. DIMENSION tY' PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p Z _ PLY CLIPS TO BE SPACED NO MORE THAN 24" (� O.C. Q _ U V) z GABLE ENDS: U W O , a, n ALL SHEATHING TO BE MIN, 15/32" O.S.B. AND SHALL BE NAILED 1 ROW 3" O.C. V) a O @ z w � c M� 11' �( Z 0 Ki V AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER O �`i • " Q o� EDGES AND 12 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING Z ¢ JOINTSZ :. U F 00 O z WW J a EXTERIOR WALLS:.- � LLI � � g SEE WF10/SD4 FOR MORE INw O a5IFO. r� I-- �Z a V z ca 8 NAILS._ Q E 0 W �� NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.W U fY v3, ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w -� Q � 'HAND OR GUN DRIVEN- AILS GUN DRIVEN NAIL SHALL HAVE HEAD SIZE U¢ W EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Z- � �^ Z0TREATED WOOD SHALLBE HOT -DIPPED ZINC COATED GALVANIZED STEEL, H p , W STAINLESS STEEL SILICON BRONZE OR COPPER: THE COATING WEIGHTS SHALL rY O BE IN ACCORDANCE WITH ASTM A 153, U I- U W ¢ O APA SHEATHING NOTE. W Z 24/16 SPAN RATED SHE THING RE UIRES BLOCKING A ALL UNSUPPORTED A Q T PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END a65 w WITH (3) 10d TOENAILS. C/) Ow s 1 1 1�2 x'825 f M TA _COPYRIGHT MCD 2014: The Information contained m this document Is copyrighted and. Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. Any use duplication, or transfer of these documents without the expressed, written consent o ON CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Is strictly prohibited. J08 J09 J10 111 111 IMIMIMIMIMIIIMIMIMIMIMIMIMAII O Z rjMj=jMj=j=I=I=I H N Ui ry � Z O Z CL W J08 U J09 o z <' 2' `t J V CU W Z�gn J10 0 Z 0 �C M� J11 O ¢ Qx w 55 dj" J11 O — J [AAW2 m' <85H J19 = Q O Q< W'E'E J18 .`>>LL LU Q J LL Z` Q i3 J 17 1- O O O J 16 Q �W z W o_ ilo RA2 00 MAI A mro I I STRAPS i iM STRAPS io pu O Z Q M.} H N Ui ry � Z O Z CL W J08 U J09 o z <' 2' `t J V CU W Z�gn J10 0 Z 0 �C M� J11 O ¢ Qx w 55 dj" J11 O — J [AAW2 m' <85H J19 = Q O Q< W'E'E J18 .`>>LL LU Q J LL Z` Q i3 J 17 1- O O O J 16 Q �W z W o_ z J n W W CL F- s 0 w z z O U) Q I " " LINTEL W/ 300'0 AT CORNERS PRECAST U sl CONC. PER p PROVIDE LINTEL PLAN. IF REBAR IS (INDICATED IN STANDARD #5 LINTEL #5 TO BE HOOKED INTO SIDE HOOK BAR. LAP VERTICALS PER PLAN TYPICAL TRUSS ANCHOR P OTHER BARS INTO PROVIDE SCREEN WHEN BLOCK BELOW IS CORNER AS REQ'D 10 HOOK NOT REQUIRED TO BE FILLED '. STANDARD 90 DEGREE HOOK d °d PRECAST LINTEL LOAD TABLEG ENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: T POWERS CASTE -CRETE, QUALITY, LO TS, AND N OWE S STEEL Q F - W Q 0 5'-0" 846/598 3810/1716 8060/2649 •� 1 .1 r z j 17/8 NO -SHEAR WALL T OPENING LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS RD LINTEL NOTES STAN DA L E 1, AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O._j'. 3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END _ _ _ _ _ _ _ _ MAX. CLR. OPENING 8 UNFILLED 8F8 1 B/8F8 OB 8F16 1 B/8F1.6 OB 8F24 1 B/8F24 OB 8F32 1 B/8F32 OB " 1 ,1 _ 22316113/61138974/8974 1 0 / 1 0 2 2 3069 / 3069 0 00 0 00 2-10 1783 3069 / 3069 6113 / 6113 8974 / 6739 10000 / 9213 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000 / 6364 ' �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � a 33/4 .. 4 14 a d r W w REQQ'D POWERS STEEL BOXED d � 3-10 1217 2165/2561 6113/5136 8672/5961 10000/6224 4'- 0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 TYP. BOND BEAM 8 x 8 x 16 K.O. LINTEL 4'_8" 860 1651 / 1238 5365 / 2931 7342 / 3123 10000 / 4249 4. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR` INSTALLS A DEEPER w LINTEL MINIMUM DET R w -. -� BLOCK FILL w/ 3000 psi CONC. w/ 1 #5 DIA. " p `° d d► : d d cn p O 5-2 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS _ . . � ° `' REBAR LL 5'-10" 570 1232/1101 3480/1631 8360/3707 8825 / 3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR w Z 6'-10" 488 991 / 991 2661 / 1631 5681 /3707 6472 /3685 FOR APPROVAL. CL 1. 1 .1 * w z 7-8 416 752 / 752 1843 /1625 3486 / 2698 ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD 6390 / 3685 5 O ❑ I-- AND THEREFORE 1S O u, 8'-8" 354 726 / 726 1843 / 1625 3486/ 3486 6205 / 3302 CONDITIONS ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY Q., 4'-0" 1081/866 4567/2992 8060/2839 N W 9'-10" 315 618/618 1533/1247 2781/2777 4754/2536 ADEQUATE FOR THE LOADS. U 5'-0" 846/598 3810/1716 8060/2649 •� 1 .1 r z j 17/8 NO -SHEAR WALL T OPENING F- x ac ,.. , ao 0 a d • AL SHEAR WA L SEGMENT cn VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING 6. G.C.G:C: TO VE I O z ° �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � a 33/4 .. 4 14 a d r W w REQQ'D POWERS STEEL BOXED d � 43/8 101-81,292 567 / 567 1366 / 1366 2423 / 2308 4006 / 3191 16 1/2 35 � SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND ° W �a � Id _1" #3-2/ z"40 4 •. � °.: I.:. O � :�d a'• ..�'.° Ir -0 � 0 W d O z I .r 11'-10 255 471/471 1075/1075 1075 1838 / 1838 2883/2535 T ` o ❑ . �. : STRUCT. JV e ..• SANF o W 12'-$" 239 458/458 1075/1075 1838/1838 2883/2278 . I w WITH EOR AS REQUIRED. COORDINATE Ipp JOB No. TM 21.42674 .y .. .d SCALE. AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK � ." d DATE 01 /20/2015 4: ROUGH OPENING PER PLAN • �, d d • . w/ 1 STD. 90 DEGREE ANGLE 3000 psi CONC. O LL 5'-10" 570 1232/1101 3480/1631 8360/3707 8825 / 3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR w Z 6'-10" 488 991 / 991 2661 / 1631 5681 /3707 6472 /3685 FOR APPROVAL. CL 1. 1 .1 * w z 7-8 416 752 / 752 1843 /1625 3486 / 2698 ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD 6390 / 3685 5 O ❑ I-- AND THEREFORE 1S O u, 8'-8" 354 726 / 726 1843 / 1625 3486/ 3486 6205 / 3302 CONDITIONS ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY Q., 16-8" 0 288/0 950/0 1379/0 1997/0 r- 18'-8" 0 224/0 750/0 1177/0 1676/0 MATERIALS o 19'4" 0 180/0 598/0 1114/0 1468/0 cel > d 20'-8" 0 177/0 598/0 1024/0 1441/0 1. fc PRECAST LINTELS =3500 PSL _ W ' q 21'-4" 0 164/0 550/0 981/0 1376/0 d° 2. f PRESTRESSED LINTELS = 6000 psi. ~ ° .: 23-4 129 / 0 450 / 0 824 / 0 1147 /0 C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ° d ° 3. GROUTED PER ASTM 9 4'-0" 1081/866 4567/2992 8060/2839 N W 9'-10" 315 618/618 1533/1247 2781/2777 4754/2536 ADEQUATE FOR THE LOADS. U 5'-0" 846/598 3810/1716 8060/2649 6'-0" 693/458 2738 /1600 7747/7915 1 .1 r z j 17/8 NO -SHEAR WALL T OPENING F- x ac ,.. , ao 0 a d • AL SHEAR WA L SEGMENT cn VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING 6. G.C.G:C: TO VE I O z (� �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � ° 4• 33/4 .. 4 14 a d r W w REQQ'D POWERS STEEL BOXED Cn O 43/8 101-81,292 567 / 567 1366 / 1366 2423 / 2308 4006 / 3191 16 1/2 35 1. .1111'-4" ° SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND ❑ W W., _1" #3-2/ z"40 4 •. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O � 1 INTEL PLAN 277 525/528 1254/1254 2193/2147 3552/3552 Ir -0 � 0 W d O z I .r 11'-10 255 471/471 1075/1075 1075 1838 / 1838 2883/2535 T ` o ❑ . �. : STRUCT. JV e ..• SANF o W 12'-$" 239 458/458 1075/1075 1838/1838 2883/2278 . I w WITH EOR AS REQUIRED. COORDINATE Ipp JOB No. TM 21.42674 da .. SCALE. AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK � ." {-- DATE 01 /20/2015 4: ROUGH OPENING PER PLAN • �, d d • . w/ 1 STD. 90 DEGREE ANGLE 3000 psi CONC. O 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND Q ❑ ... (� 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 14'-0" 0 424 / 424 1234 / 1234 1779 / 0 2662 / 0 � � #5 DIA. REBAR ° I METHODS O 14'-8" 0 379/0 1160/0 1660/0 2439/0 ° : � • ; . ° J 16-8" 0 288/0 950/0 1379/0 1997/0 r- 18'-8" 0 224/0 750/0 1177/0 1676/0 MATERIALS o 19'4" 0 180/0 598/0 1114/0 1468/0 cel > d 20'-8" 0 177/0 598/0 1024/0 1441/0 1. fc PRECAST LINTELS =3500 PSL _ W ' q 21'-4" 0 164/0 550/0 981/0 1376/0 d° 2. f PRESTRESSED LINTELS = 6000 psi. ~ ° .: 23-4 129 / 0 450 / 0 824 / 0 1147 /0 C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ° d ° 3. GROUTED PER ASTM 9 4'-0" 1081/866 4567/2992 8060/2839 L 1 F4 T E L D E 0 I G N to 1 ION 0 C H E D U L E MARK LINTEL F = FILLED WITH GROUT/ REQUIREMENTS U = UNFILLED R RECESSED W cv i s = c U_ w g * _ q 1'° e-rtfl Q O 1 K 0::L' •� _ ❑ A �I/.• -- O <r 5'-0" 846/598 3810/1716 8060/2649 6'-0" 693/458 2738 /1600 7747/7915 1 .1 r z j 17/8 NO -SHEAR WALL T OPENING F- x ac ,.. , ao 0 a TYPI AL SHEAR WA L SEGMENT ... 1 20 STAGGERED @ 6 O.C. 31/8 �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � ° 4• 33/4 .. 4 14 a d r W w REQQ'D POWERS STEEL BOXED Cn O 43/8 9 13/16 16 1/2 35 LINTEL AT TRANSOM DETAIL H 16 GA. 7-5/8 ACTUAL LINTEL n. � 16-8" 0 288/0 950/0 1379/0 1997/0 r- 18'-8" 0 224/0 750/0 1177/0 1676/0 MATERIALS o 19'4" 0 180/0 598/0 1114/0 1468/0 cel > d 20'-8" 0 177/0 598/0 1024/0 1441/0 1. fc PRECAST LINTELS =3500 PSL _ W ' q 21'-4" 0 164/0 550/0 981/0 1376/0 d° 2. f PRESTRESSED LINTELS = 6000 psi. ~ ° .: 23-4 129 / 0 450 / 0 824 / 0 1147 /0 C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ° d ° 3. GROUTED PER ASTM 9 " "RECESSED LINTELS -FILLED 8 x 8 x 16 CMU U.N.O.U MAX. CLR. OPENING 8R6-1B/8R6-0B 8R14 -16/8R14 -0B 8R22 -113/8R22-013 (CMU) 4: CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Z w .1 STRENGTH = 1900 PSL _O `,�1111101//���`:. o INDICATES FILLED CELL FROM FTG. TO TIE 3-0 1691/1360 5206/3280 8060/5421 /♦ 0. r TM A416 GRADE y I♦ ' 1 11 A 15 RADE 60. PRESTRESSING STRAND PER AS A ! _ � ♦ = (V BEAM w/ 1 #5 BAR W/ 3000 si CONC SEE 1 5. REBAR. PER ASTM 6 G � ;. 'i�I � ♦ 4 p 0-14 1425 / 1130 5206 / 3280 8060 / 542 .• , ,ii e d INF 7 RELAXATION. 7/32 WIRE PER ASTM A510. w ,....• �� W d MD08/S5 FOR LAP O 6. 2 0 LOW �., 0*0 �� W p ° 3 -6 1320 / 1042 5206 / 3280 8060 / 5421' g/ yam} ,a 1_ 11 :�G ; ' Mil �- L. Z.. z I I 3 8 1230/963 5206/3280 8060/4946 y �' e 4'-0" 1081/866 4567/2992 8060/2839 L 1 F4 T E L D E 0 I G N to 1 ION 0 C H E D U L E MARK LINTEL F = FILLED WITH GROUT/ REQUIREMENTS U = UNFILLED R RECESSED W cv i s = c U_ w g * _ q 1'° e-rtfl Q O 1 K 0::L' •� _ ❑ A �I/.• -- O <r 5'-0" 846/598 3810/1716 8060/2649 6'-0" 693/458 2738 /1600 7747/7915 1 .1 F,. U A < . .: COURSE U) 0 U) W, ° z W 17/8 NO -SHEAR WALL T OPENING F- x ac ,.. , ao 0 a TYPI AL SHEAR WA L SEGMENT ... 1 20 STAGGERED @ 6 O.C. 31/8 �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � ° 4• 33/4 .. 4 14 " "RECESSED LINTELS -FILLED 8 x 8 x 16 CMU U.N.O.U MAX. CLR. OPENING 8R6-1B/8R6-0B 8R14 -16/8R14 -0B 8R22 -113/8R22-013 (CMU) 4: CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE Z w .1 STRENGTH = 1900 PSL _O `,�1111101//���`:. o INDICATES FILLED CELL FROM FTG. TO TIE 3-0 1691/1360 5206/3280 8060/5421 /♦ 0. r TM A416 GRADE y I♦ ' 1 11 A 15 RADE 60. PRESTRESSING STRAND PER AS A ! _ � ♦ = (V BEAM w/ 1 #5 BAR W/ 3000 si CONC SEE 1 5. REBAR. PER ASTM 6 G � ;. 'i�I � ♦ 4 p 0-14 1425 / 1130 5206 / 3280 8060 / 542 .• , ,ii e d INF 7 RELAXATION. 7/32 WIRE PER ASTM A510. w ,....• �� W d MD08/S5 FOR LAP O 6. 2 0 LOW �., 0*0 �� W p ° 3 -6 1320 / 1042 5206 / 3280 8060 / 5421' g/ yam} ,a 1_ 11 :�G ; ' Mil �- L. Z.. z I I 3 8 1230/963 5206/3280 8060/4946 y �' e SEE FOUNDATION FOR FOOTING 7 4'-0" 1081/866 4567/2992 8060/2839 L 1 F4 T E L D E 0 I G N to 1 ION 0 C H E D U L E MARK LINTEL F = FILLED WITH GROUT/ REQUIREMENTS U = UNFILLED R RECESSED W cv i s = c U_ w g * _ q 1'° e-rtfl Q O 1 K 0::L' •� _ ❑ A �I/.• -- O <r 5'-0" 846/598 3810/1716 8060/2649 6'-0" 693/458 2738 /1600 7747/7915 1 .1 F,. U A < . .: COURSE U) 0 U) W, ° z W 17/8 41/4 TO THE 15T PLY W/1041 15 F- x ac ,.. , ao 0 a _ p _ ... 1 20 STAGGERED @ 6 O.C. 31/8 �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � + 33/4 8'-4" 6'-4" 14 a d r W w REQQ'D POWERS STEEL BOXED Cn O 43/8 9 13/16 16 1/2 35 LINTEL AT TRANSOM DETAIL H 16 GA. 7-5/8 ACTUAL LINTEL n. � W., _1" #3-2/ z"40 4 •. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O � 1 INTEL PLAN 1 1. SCALE. 3/411 = 1 -0 Ir -0 � 0 W d O z SEE FOUNDATION FOR FOOTING 7 4'-0" 1081/866 4567/2992 8060/2839 L 1 F4 T E L D E 0 I G N to 1 ION 0 C H E D U L E MARK LINTEL F = FILLED WITH GROUT/ REQUIREMENTS U = UNFILLED R RECESSED W cv i s = c U_ w g * _ q 1'° e-rtfl Q O 1 K 0::L' •� _ ❑ A �I/.• -- O <r 5'-0" 846/598 3810/1716 8060/2649 6'-0" 693/458 2738 /1600 7747/7915 1 .1 7-0 526 / 375 1568 / 1568 5 "01 5743 �. ''� 1 _ � 81_01, 415/273 1436/1516 5743 / 5743 QUANTITY OF #5 REBAR @ '•. �.•e .,� J O _ BOTTOM OF LINTEL CAVITY �i *�..•oJ �� C>J� _ 9-101. 415/273 1436/1516 3129/3129 O 8RF6 1 B/1 T ..5 w 8F16 1 B/1 T 'k `,�• DIIITYPICAL MASONRY CONSTRUCTION 8F8-1B/1T- N-1111 O6 O QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER �\�\`co L1 11 x'11 `�....._ BOTTOM REINFORCING PROVIDED Cy ' W 8 RF22-0 B/1 T > SEE PLAN FOR TOP OF WALL AND LINTEL INFO O 7-5/8 ACTUAL IN LINTEL (VARIES) O ... : •...,. •. ••...,.l, ' 811NOMINALWIDTH :.•... ,. !. 7 0 O w N -.. ..•` 1. 1, -Bel 8RF30 1B/1T � ' .-..:.•� 6 4 31-2 LINTEL PER PLAN t p p 8F32-1B/1T 1-1/2 CLEAR U O ,,:•, RF30-OB/1T -� s, ¢w d ' 0 8 U ° • ' #5 REBAR AT TOP MIN. (1) REQ'D � j s... TRANSOM OPENING O � O Dz ❑ z ;•;: .:.: 8F32 -0B/1T U J C� :.~:.. ¢ ¢ C.M.U. - U s ..FRAME INFILL AROUNI9 z G7 Z D - - `opo - ° LL LU .-•, ... m T 8F38.1 B/1 T O DER :;':...... SEE FOUNDATION Q WINDOW BY BUIL _ � O ., d. GROUT O O ' . . _ N SEE WF01/SD2 FOR PLAN FOR FILLED CELL cc z z z U) • .. 1 E u 8F12 1B/1T O I -`i fA INFO. MIN. (1) IS REQ'D O O Q a► MORE INFO •,.' .. O <- 1- < o - I ON EITHER SIDE U.N.O. 8F48-0B/1T'�` U J Z :... ..f. ..,.. .. O ,1 BOTTOM REINFORCING PROVIDED 7-5/8 ACTUAL IN LINTEL VARIES O N J J Cn F �. 8 NOMINAL WIDTH w 4 2 2X8 WOOD HEADER >...... . ,.' TURNED SIDEWAYS. UNFILLED D CJ x 8RF38 -16/1T Z Z ,.. O z a ATTACH THE FIRST PLY w O a. •. • :,; 2X8 TO MASONRY WALL z UIr ,... o O .NOT USED ,''� � � Lo cry Q N HUS26 illw W/ SIMPSO r ,Intl ` J A. END. - 1 1CLEAR Lu Z o ANGER @ E +rye DOOR OPENING .., .: .. ... USING 6 3/16 DIA. X V J(D _Q 0 O rn >_ O M ❑ I-- ,.. „ #5 REBAR AT TOP MIN. 1 REQ'D J 3/4 TAPCONS INTO ry D ,� o o O MASONRY & 4 10d X 1 w¢ W O ' 11 - 1/2 NAILS INTO HEADER: GRADE 40 •n to W V' J.,. ,; .Y:.. 0zww <.d TOP KNOCK OUT/ LINTEL BLOCK F- U U Q W LAP SPLICE 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED THE 2ND PLY THEN APPLYp p O O "B" F,. U A < . .: COURSE U) 0 U) W, ° z W 17/8 41/4 TO THE 15T PLY W/1041 15 F- x ac ,.. , ao 0 a _ p _ ... 1 20 STAGGERED @ 6 O.C. 31/8 �,U tl 1 C7 #5 REBARAT BOTTOM MIN. (1)- ` W � + 33/4 8'-4" 6'-4" 14 a d r W w REQQ'D POWERS STEEL BOXED Cn O 43/8 9 13/16 16 1/2 35 LINTEL AT TRANSOM DETAIL H 16 GA. 7-5/8 ACTUAL LINTEL n. � W., _1" #3-2/ z"40 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O � 1 INTEL PLAN 1 1. SCALE. 3/411 = 1 -0 Ir -0 � 0 W 8" NOMINAL WIDTH O z DRAFTING: 1_ 3 Q (POWERS STEEL ` ❑ . �. : STRUCT. JV e ..• SANF o W 11 Be' REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED "All "B" VICIV ILD" #3 17/8 41/4 7 15 #4 21/2 5 5/8 9 1/2 1 20 #5 31/8 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 N SAFE LOAD TABLE NOTES ❑ z J W � 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED 1/8 =1 X41 SUPPORT. INTEL MUS BE REDUCED BY 20% IF BEARING LENGTH' IS LESS THAN 6-1/2". SAFE LOADS FOR ALL L S T _ � • d' • 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT, RECESSED LINTELS BASED ON 4" NOMINAL BEARING. W J 0 0 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 2. 0 = NOT RATED. D ¢ Z Z 0 .. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. i- U) J. Q J 4. SAFE LOADS BASED ON GRADE 40 GRADE 60 MAYBE USED WITHOUT WRITTEN APPROVAL FROM EOR = < a .d 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING a.U-` W., _1" #3-2/ z"40 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 1 INTEL PLAN E SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 6. ONE #7 REBAR MAY B SU 0 7 THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Ir -0 � 0 W ' O 00 , W :c/� STRUCTURA NG. / AD CFG B#6 REBAR SPLICE DETAIL L SCALE: 3/4 = V-0" S5 COPYRIGHT MCD 2014• The Information contained In this document is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC.Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF NMR &ASSOCIATESINC. is strictly p ohib ed. ' CALCULATING THE MAXIMUM RESISTING (MOMENT AND SHEAR AT D AWAY .FROM THE FACE OF z C7 � .. m 11 1/8 =1 X41 SUPPORT. J Z H 0 --- d' • 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT, LU ❑ W J 0 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W W .. L_ � Leeleelea°�illeelleele .d a.U-` _1" #3-2/ z"40 #4 2 /z . #5 2 /z �LE :c/� STRUCTURA NG. / AD CFG B#6 DRAFTING: 1_ 3 Q #7-3/ d - 2 z_W I- : STRUCT. JV e ..• SANF QC CHECK. LA 11 Be' UE) w JOB No. TM 21.42674 da .. SCALE. AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK � ." {-- DATE 01 /20/2015 REBAR SPLICE DETAIL L SCALE: 3/4 = V-0" S5 COPYRIGHT MCD 2014• The Information contained In this document is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC.Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF NMR &ASSOCIATESINC. is strictly p ohib ed. (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL. SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING MIN 4" WITH FOUNDATION WALL SCHEDULE WALL SCHEDULE 8" CMU BLOCK 8 CMU BLOCK �� W 2 1/4 _ BELOW FOR ADDITIONAL FOR ADDITIONAL LL 11 � „ „ 3 -112" -CONIC. SLAB w/ 3-1/2 CONC. SLAB w/ 3-1/2 CONC. SLAB w/ ¢ 3-1/2 CONIC. SLAB w/ 3-1/2 CONIC. SLAB w/ INFORMATION INFORMATION ar > (1) #5 s CONT. FIBERMESH REINF. OVER ,FIBERMESH REINF. OVER FIBERMESH REINF. OVER Ill FIBERMESH REINF. OVER FIBERMESH REINF. OVER CD 3-1/2 CONIC. SLAB w/ 6 MILVAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER �� z 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER w FIBERMESH REINF. OVER ¢ g oc z � 2x PT SILL PLATE 2x PT SILL PLATE Q > d a a w > 6 MIL VAPOR BARRIER < LU a d Z a ° I W m qa d e . M ° I dA ; .d '. Q a �n " .qa .1'A pp i."-,".."�`: .+�° ° .I a 00 Ct vJ ° • 4 a °. --_ aeA`, I •:,. _ I w Z d GRADE 4 .GRADE z f� w a 4 -1 DI I I—III I 4 -III-1 I I—1 I I- .' d` r° - a 450 = A' A ° ° °�, a..' d - _ �� o - LI �. -. _ d 4 _ h A . A — — I a _ — - O _-1ILIII III—I�I- 4� — - T a .' --- W A :� — — � _, �— C I � — a>m I` � z - � _.. — — — — I— I_I— —_ — I — — � III— I I— p _ = — I— — — - -1 _ — — — — — —, — I - -- I -- —1 CLEAN I— — _ ,� I � ¢ — —I I __ —. ._-_ — - I —_ .— — 111_I I I I_L I I III— � —I _I > — I— — — — CLEAN COMPACTED — — — =- —1 COMPACTED I I S—I I 95%-I —. I II I I I I I_ I I: z v —I —II I—II — — —II— — -DD "" _ I I I I I I FILL STANDARD II I II I I( I I I CLEAN 2 #5 BARS CONT. W/.3 COVER ° @O. ' FILL 95,/° p (/) — — _ _ CLEAN COMPACTED „ „ „ — — 16 DENSITY 2 #5 BARS CONT. WIT' COVER 'COMPACTED TYP: AT 2 STORY 8 8 � , — — o c) STANDARD W _.,.. __.. NT. --- — FILL 95 /o STANDARD 2 #5 BARS CONT. (2) #5 BARS CO @ 8 8 0 O I — — III ----1 1 —1 I I TYP. AT 2 STORY CONDITIONS FILL 95 /0 3 #5 BARS REQUIRE AND ,� 11 1 1 . , „ @ O Q DENSITY � W/ 3 COVER TYP: DENSITY m W/ 3 COVER TYP: CLEAN .COMPACTED CLEAN COMPACTED. �� 3 #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20"'WIDE �_ �, ° �_ ,� 0 (2) #5 BARS CONT. W/ 3 COVER TYP. c ) 1 4 FILL @ 95 /o STANDARD FOOTING TO BE 20" WIDE DENSITY 1 4 .FILL @ 95 /o STANDARD AT 2 STORY CONDITIONS (3) #5 BARS _ DENSITY DENSITY REQUIRED AND FOOTING TO X BE 20" WIDE O WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG �_ " o ILL ", SHALL BE 1 4 WIDE w/(3) #5 BARS SHALL BE 1 4 WIDE w/(3) #5 BARS o N W W 2 E— STEP DOWN F 4 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING 0 0 SCALE. 3/4 -1-0 SCALE. 3/4"-1-0 SCALE. 3/4 1'-0" SCALE. 3l4 1 0 SCALE. 3/4 11'-011 SCALE. 3/4 1 0 � 4 W "t 0%1lllll//l,/ a 3/4" RECESS @ .•0 •• ,,�/AI o,® '""' _ o PER MFG. SLIDING GLASS .. ` r LU LL ' ••.tib' Z Z DOOR ~��. <= • y N;,', (i �,, A�1 = SPECS D U SLOPPED GROUT / Uj ° d d q 8'" CMU BLOCK ® C! a cc ` �. Q A , ... — TO DRAIN 4 SLOPE > • .' — SEE PLAN ' . Q �✓ +* :•®;`,� J O EP RB MIN. 24" BEFORE ( ' .. °r FOR ST OPTIONAL CU / °!• .®••° �'" i " ANOTHER STEP d 3-1/2 CONC. SLAB w/ (1) #5 FROM FTG, TO TIE J 8 (G.C. TO VERIFY) `� l® d $ A° ° FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. OPTIONAL _ '� r r • � . '. •: ;" REINF. SEE 3 1/2 CONC. SLAB w/ #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25 GROUT CELL SOLID � CURB FOR ` i PLAN FIBERMESH REINF. OVER r 1e r SEE FOUNDATION REFER TO PLANS FOR — AS. ELEV. 6 MIL VAPOR BARRIER . . dI' a �. d ° <,. M @ •° d A a I FOR QUANTITY a LOCATION n- ". < °°• . A d 4 1/2" CASING 0'-0" w/ 1 #5 w e ° e. r .. 2 O r a' BAR CONT. ° _ ,.. d AMW iiiiiiii . . w o ° U .', .. I ° — z _103..I e.. ALUMINUM THRESHOLD a. ._. ° . .. .. ..CO GRADE a a d " n 'd' `e • .° II "� eq , A r .... #5 x 25 x 25 ° e _ Q O _ a A _ _.__ — 2 #5 CONT. W/ 3 a - — _ .•� .. — o - _ I I "" " --_ — — — — ,' '. . — — p a' c) �1 4. a : e ` a CORNER BAR ONE 3 1/2 CONIC. SLAB __ � ° _- ._..... ....... -8 4 MUDDED — — — — — ' . •. .: — - -" �lie COVER °. SLOPE — - — _ — —. .. — - r FOR EA. HORIZONTAL w/ FIBERMESH _._ I I , •, I — I I-11 III III III ��— ..,,III III FLOOR e ° . ° .. A... . e —::. d ; I .... .,...... _....... ._. ..—.. — CLEAN c o. d A a d A w — _ _ I — d ° REINF. A a A R N AND 6 MIL — REBAR TYP. U.N.O. ° III III III I I III 2 #5 BENT BARS wi e ° � — — — — O —I = — I — I .SLOPED COMPACTED E- _— A „ ��. � � ...:�.. .� — H 0 ,: Z " ° °. A ;. — 3/4 RECESS e VAPOR BARRIER a a :�.r� � � �.. � .. .a Q I —MIN. 25 LAP SPLICE I I _c" O I—I I ISI I ° o — 1=III=11-- .� , _.I � ,�I I I TO DRAIN FILL @ 95/0 —I = EE — III i I I I ¢ o d Ill I —I I_I I_I I I III—III—III- � -' — — -- �•- � °. A e . d _ � .. .... �, A. ° STANDARD i I I -- A 2 #5 BARS CONT III III _ — — :. "" c) ., a .. e SLOPE 1/4. '" ", U „ "" � III=III III— _ — a W/ 3 COVER TYP. _1, -4 CLEAN COMPACTED 4 - DENSITY 8 x 12 THICKENED — I I_ �.." � � — � - PER FOOT �- -1I I III -1 I I I —I I III—I I I— I- a 1 4 2 #5 REBAR SLAB w/ (1) #5 CONT. LL I c) 2 #5 CONT 16" MIN. = O — 4 A a ° FILL @ 95°/a STANDARD O � `���� -I 11-1 I I—III I — — — I A " — I — _ I — VERIFY W/ DETAILS FOR REQUIRED a d A DENSITY `+ U W/ 3 COVER. -I I — I I I III III I I ( STEED AT 2 STORY LOCATIONS PER MFG: 8" d.', O SPECS a _ WHERE 2ND STORY OCCURS, FTG � .. I4 ' �. cn VERIFY W/ DETAILS FOR REQUIRED Q SHALL BE 1 -4 WIDE w/ 3 #5 BARS EXP JOINT. > ■■� O STEEL AT 2 STORY LOCATIONS O D r� I w 1F0 FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP'. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU _. ' �� _ " SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE. 3/4"-1-p SCALE. 3/4 -1 0 SCALE. 3l4 -1-0 vJ SEE ELEVATION p Z `�C `2 j D �1 O LL I•. w ifl�s* FILLED CELL WOOD POST SEE FLOOR PLAN FOR SIZE I V 4' AND BASE CONNECTION �. Ur < e GARAGE TOP COURSE TO B'E ' O Z f J — — -I � CHAIR BLOCKS. ENTIRE W TOP VIEW CORNER D BASE TO BE FILLED _ _ 0. SOLID r r Z GARAGE WALL MU BASE w/ 1 #5 r r U 0C. IC c> r ® r _ ei VERTICAL @ EACH z W <C H CORNER. SEE FLR: O U Ill WAY BY I. Z Z . " DRIVE E .J �y 3-1/2 CONIC. SLAB w/ PLAN FOR BAS r r ¢ Q � Q BUILDER- SIZE > p I'" FIBERMESH REINF. OVER r r w - � -- CONCRETE OR F.. 6 MIL VAPOR BARRIER w O " PAVERS r r 4 `r SEE FOUNDATION w U F.. > PAD SIZE W U FOR Q W 0 d r z W a CONIC. SLAB OR PAVERS PER PLAN r r o _ I I— 8" x 8 THICKENED a CLEAN COMPACTED —III— I�1— ...��,""� ���...aJ._ ` EDGE w/ 1 #5 a a ,, ..:. a'. d C7 95% STD. c) da , e e FILL @ d ° .4 ` " 4 < . ` � - z CONT DENSITY 4.. d Ap (F1 J J p I z F1 FRONT BASE NOT USED THICKENED EDGE 5 W z O SCALE. 3/4 -1-0 SCALE. 3/4 1 0 "" _ " ", - - W GARAGE DOOR COLUMN DETAIL � � 11 p c.� Z Q f- Z Z o U) „J J 0 � QL o00 a� B.. CMU- "" p 8 C.M.U. FINISHLa FINISH PER W 0000 ", , F1 1 11 L_ v L-1 N I l wf-%L I I III %%j I L.01 I 11 V 1 V1 %I 11_1 V V I V V L.. 11 1 V 1 1. V 11 V 1 . 11 %1 11. 1_ 1._ 1_ I V I 1\ 1../ - DATE:. - 01/20/2015 TYPICAL FOUNDATION N SCALE. 3/4"-011 ATI PENETR NS 0 D1S COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and Is the exclusive erty of MONTA CONSULTING &DESIGN OF WMR & ASSOCIATES, INC.I C. An useduplication, i n or transfer of these documents without the expressed, ed written consent of M NTA CONSULTING & DESIGN,I N OF WMR & ASSQCIATES� INC. IS strictly IY prohibited. ed , I SIZE TAPCONS SPACING OF OPENING 12 PRE-ENGINEERED WOOD 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x$ 3/16" X 3" 12" O.C. 2 C3 a) ' FLOOR PLAN A 2x6x12 P.T. CENTER BUCK TYP TRUSSES @ 24" O/C ) SEE ELEV. J PER SHEATHING N CLIP STRUCTURAL SHEATHINGLLJ III - 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE Z NOTE: ALL HOOKS AND SPLICES TO BE ; 2x BUCK w/ 2 ROWS OF 8d NAILS 16" O.C. FASTEN WINDOW O @ TO 2x PER WINDOW MANUFACTURER'S SPECS FRAMED WALL CONSTRUCTED AND SIZED PER NOTES cn > D O CHIMNEY CAP (SEE SCHEDULE) DULETOR ( ) SHEATHING EACH TRUSS Q TEXTURED W (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERS ATTACHMENTS SUPPLIED BY A/C 12 SEE 11 1/2 G.W.B. OVER VAPOR DOUBLE 2x4 TOP PLATE PER PLAN SEE ROOF PLAN CLIP EACH TRUSS - SEE a Go 0 SPEC.'S COMPANY PLAN � STANDARD TRUSS BARRIER W/ R4.1 INSUL. 1/2" MIN, THK. ON ' F- MIN 2x4 STUDS 16" O/C CLIP EACH TRUSS FOR TYPE ROOF PLAN FOR TYPE O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES„ BETWEEN 3/4' P.T. VERTICAL FURRING 24 O.C.Z CMU � w 2 to !V SEE ROOF PLAN FRAME OUT TO FRAME OUT TO „ A ,@ VERT REINF. BEYOND (D (� .. IM OF 2,-0,� ABOVE A POINT WITHIN 1.0,_0„ O.C. IN FIELD IF REQ'D, PROVIDE CLOSURE WALL FOR TYPE BLOCK EDGE BLOCK EDGE ._ ' W � 0 'J Z OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING DD SHOWN FOR CLARITY CONC. SLAB - 8x8x16 CONC BLOCK U "'r W (� U6 ' Q, 2X4 VERTICAL @24” O.C. • 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ SEE FOUNDATION AS REQ'D W >. Q (7 �1 MAX. PROVIDE (4) 10d NAILS - - - - - 2x4 #2 SYP CROSS - - - - -i o R, PLAN FO MORE 0 '(2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO TO BOTTOM CHD & 3 10d O + + 2x4 #2 SYP RAT RUN BRACING (AT 45) W/ I I INFO r MAIN FLOOR 2 X 4 P.T. TOP BUCK �� ; 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE H + TO P AND BOTTOM MIN 1- N (3) 2d AILS TO RAT ,:, `= .J ELEV 0'-0” U C ' INSTALLED PER NAILING PATTERN I Z w (2) 2x TOP PLATE EXTERIOR SHEATHING ATTACHED I ( ® PER NAILING SCHEDULE FROM I II I I 2x #2 SYP SEE PLAN FOR w I 1 z 0 TOP OF KNEEWALL TO BOTTOM I 2 2x TOP PLATE O S L SEE PLAN FOR BEAM SIZE' w - 2x6 P.T. BUCK EACH OTHERWIISE SP2 CLIPS AT TOP II I I BEAM SIZE I 2x4 SPF #2 KNEE WALL 0 1— SIDE OF OPENING AND SP1 CLIPS AT BASE ARE I I ITH STUDS '@ 16" O.C. O U fl -- REQUIREID. 2x4 SPF #2 KNEE WALL I 2x4 SPF #2 KNEE WALL I (2) 2x PLATE W/ STRUCTURAL " O PROVIDE 5 3/8" DIA. J -BOLT W/ 5-1/2' O 2x BLOCKING ., „ WITH STUDS @ 16 O.C. I WITH STUDS 16" O.C. @ I 2x PT BOTTOM SHEATHING FROM TOP Z PLATE U I A EMBEDMENT AT EACH DOOR BRACKET, EACH CRICKET AS ',' W STRUCTURAL (2) 2x #2 SYP W STRUCTURAL I OF WALL TO BOTTOM OF D J fn SIDE OF DOOR. PROVIDE 1-1/2 X 3/16 THICK REQUIREDSHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH SIDES FROM TOP OF I WALL. ATTACHED PER - W 0 2x P.T. PLATE SIDES FROM TOP OF I BEAM SIZE PRECAST NAILING SCHEDULE m WASHER W/ EACH ANCHOR. (1st BOLT TO BE WALL TO BOTTOM OF I WALL TO BOTTOM OF LINTEL OR .. OTHERWISE SP2 CLIPS Q 8„ MAX. ABV. CURB, REST EQUALLY SPACED 1/2 x 8” A.B.OR TITEN HD = _ _ @ BEAM. ATTACHED PER BUILDER FRAME BEAM. ATTACHED PER I KNOCK OUT AT TOP AND SP1 CLIPS „ APPROXIMATELY 24 O.C.) 32" O.C. & 6" FROM EACH END SCHED LE RADIUS A RE 'D NAILING SCHEDULE COURSE AT BASE ARE REQUIRED Lr O ' KE TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS O I I a 1/2"x8" ANCHOR BOLT w w/ 1 #5 CONT. AT TOP AND SP1 CLIPS MASONRY OR TITEN HD 32 O.C. o MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME WALL START BOLTS AFTER GARAGE RADIUS AS REQ'D & 6 FROM EACH END N w CURB 8 MAX.)CMU :UPLIFT CONNECTOR w I (SEE SCHEDULE) L11 U_ GARAGE DOOR4F1 KNEEWALL ABOVE4FO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY F0 KNEEWALL AT ENTRY O " , " AL /4" =1'-0" SCALE. 3/4 - 1-0 SCALE. 3/4 -1-0 SCALE. 3/4 1 0 SCALE. 3/4 1'-0" SC E 3 z BUCK DETAIL MASONRY WALL01111111,,,, Uj N (2) 2x TOP PLATE (2) 2x PT BUCKS PRECAST LINTEL PROVIDE STANDARD HOOK �'ua �, wZ -.o - 1 #5 IN TIE BEAM .� I`°*\� 0 • � w/ 1/2 O.S.B. BETWEEN () .�,• U Cq THREADED ROD PER PLAN MIN. I NOTES: NAIL SCAB TO TOP CHORD '"� r 6 FROM END OF CMU1:7 „ TYPICAL TIE BEAM W/ 3000 WITH (4) 0.131 x 3 1/4,NAILS ° psi CONC. w/ 1 #5 REBAR CONT. ..t., s .• ,;.. ” `a, �t 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM - P �) TO 2010 FBC- R ¢ '� •.40.. ®�' `." ADD 2x4 VERTICAL SCAB IN•..++• -- — — _.._ ....,. e I` f °a STD HOOK 2. 2x PT BUCKS/HAILERS SHALL EXTEND BEYOND EACH TRUSS IF NO WEB IS 11 '® REFER TO PLAN FOR - INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT II (1) #5 BAR IN PRECAST LINTEL !) %%N I �S' /01f 1�i ADDITIONAL WALL FRAMING �. > W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 1 11 INFORMATION I 41E IF DBL. NAILER IS USED, 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF w , (3) 0.131 x 3 1/4 NAILS TYPICAL ' USE 1/4 x 4-1/2 TAPCONS, BUCK (2) #5 s VERTICAL IN � AT EACH TRUSS w a SEE NOTES FOR SPACING _ GROUT FILLED CELL A r .. , J TYPICAL FILLED CELL w/ 3000 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT ' O BLOCKING AS SPECIFIED 2x4 X BRACE ACROSS LENGTH ¢ �� 2 O psi CONC. w/(1) #5 REBAR VERT. STRUCTURAL O d NAILS OR EQUIVALENT, 1 IN BEARING WALL SCHEDULE ` • OF SHEARWALL > � #5 VERTICAL IN VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY GROUT FILLED CELL (IF a Qty LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN u Q NAILER TO MASONRY (3) 0.131" x 3 1/4" TOE NAILS ) N K M ERIAL MAY BE ENTIRE COLUMN 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 4. ADDITIONAL 2x WOOD BUC AT l ADDED TO EXISTING 2x BUCKED OPENING, USE x4 BLOCKING 'a 2 o (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. ABETWEEN w � CMUWALLAS REQ'D PER PLAN -TRUSSES TOENAILED TO BE GROUT FILLED SEE PLAN I- C] z ' a �,} p 1 C A. ()EQSPACED 4 . P D 1/2" TITEN Hp J ANCHORS w/ MIN. 1 3/4" °M EMBEDMENT FOR HOLLOW BLOCK 1 OR 3 1/2" EMBEDMENT FOR SOLID IL BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x$ 3/16" X 3" 12" O.C. 2 @ EACH SUCCESSIVE BUCK DOUBLE TOP PLATE WITH WINDOWS WINDOW PER > 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4" NAILS 4" O.C. @ U _Z THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN (FASTENING) REQUIREMENTS FASTENING ARE MET TRUSS (AS NOTED) Ij- O, C3 a) ' FLOOR PLAN cn 0 J U . 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE Z NOTE: ALL HOOKS AND SPLICES TO BE ; 2x BUCK w/ 2 ROWS OF 8d NAILS 16" O.C. FASTEN WINDOW O @ TO 2x PER WINDOW MANUFACTURER'S SPECS FRAMED WALL CONSTRUCTED AND SIZED PER NOTES cn > D O CHIMNEY CAP FLUE AND FRAME O TEXTURED W D01 VERTLCAL REINFORCING w I 2x BUCK DETAIL SCALE: 3/4" = '-0 D03 BEARING/SHEAR WALL T CMU PT BASE PLATE rMDO W01 CONNECTION OF PERP. DETAIL SCALE. 3/4 -1-0 SCALE. 1/2 1 0 SCALE. 3/4 -1-0 WALL CONNECTION DETAIL SHEARWALL TO TRUSS PRECAST LINTEL, TYP. RECESS WHEN REQ'D MASONRY WALL - SEE PLAN ®i ROOF SHEATHING - SEE FRAMINGD Z 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE a U) �.... e ROOF SHINGLES. ROOF TILES. w (A NOTE: CUT BACK 2X8 P.T. VALLEY FRAMING W @ SEE TYPICAL HEADER 1.' MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O 2x BLOCKING BETWEEN TRUSSES O TOP TO ALLOW CONT. 2X4: DTL. FRAMING DETAILS FOR " CLAS A ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS . BLOCKING AROUND CURVE. ADDiTONAL INFORMATION GLUED AND NAILED AT 6 O.C. S Z 2. SECURE W/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE'1) O r MIN. 2 TAPCON ANCHORS PER O r 3. MEETS UL 82453 PROGRAM 3. USE 19/32 OSB OR CDX SHEATHING � f,7 2X8 (2) LAYERS OF 3/4" CDX PLYWOOD r ri U ❑ Z" GLUED AND NAILED AT 6" O.C. ,,r , 26 GA. GALV. FLASHING: O f (3) 16d COMMON ri s 1. G- 0 GALV. COATING J J STAGGERED (TYP. ARCHED RAFTER) , .¢;'� o a c 9 w11 11 J NAILS (TYP.) r rr o / „' NOTE: ri r' ✓ iir�r A 2. MEETS ASTM A527 _ v LINTEL r ri r, r ri ,� p -3. REGULARPOLYESTER�' • ' HEADER PER PRE -.ENG. COMMON TRUSSES MAY BE , , � „ ,� _ Z' SEE PLAN P r rr rr , 4. 1.0/0.5 MIL w/ PRIMER 0 ( ) f D LOCATION USED ILO. CURVED TRUSS F- LL. `,'� ,� 5. MIN. THICKNESS 0,.0187 IN. � (,5 2X8 W/ (2) 16d 7/16" O.S.B. HEADER (SEE ,� , r� r/ B. CHROMATE TREATMENT D TOE NAILS EA. EA. SIDE PLAN) SEE FRONT ELEVATION / ,iris ,' U END FOR WINDOW TYPE % �' HURRICANE ANCHOR AT EACH z J Z ZN� 2X BLK'G. TO 2x w/ (2) 16d , r , Q 0 \— _ TOE MAILS r r TRUSS (REFER TO ROOF PLAN) D 2X4 SPF CONT. O.S.B: w/ (2) r � � BLOCKING ATTACH TO EACH END 7/16" O.S.B.,� NOTE: ROOF SHEATHING MUST 8d EACH END r , O 2X STUDS @ 16 O.C. FOR KNEE WALL O 7/16" OSB W/ (2) 8d NAILS 2x4 SPF CONT EA. SIDE NOTE. USE SIMPSON H3, , , BE APPLIED AND FASTENED TO BLOCKING ATTACH r r r t ( l i ELEVATION VARIES H4 OR H5 AT EACH END BASE TRUSS PER PLANS BEFORE „ i W r PRE ENGINEERED ROOF Q T /1 SB w/ 2 ' r IS LSTA18 32 O.C. STUD TO PRE ENG 7/16 OSB EA. SIDE, W/ O 7 6 O O 2X BLKG. TO r r r @ ' r r O W „ OF TRUSS/RAFTER DORMER FRAMING IS INSTALLED: TOP OF MASONRY Z 6d NAILS 16 O.C. TO 8d NAILS r, r r r TRUSS BELOW - - ••rte O.S.B•w/ 2 U TRUSS, SLIT ROOF SHEATHING FOR ii r , SIDE & TO NAILER) TYPICAL r rI.r END VIEW 7/1 B A SIDE 8d EACH (TYPICAL) ri, , E6 OS EACH ri r r, STRAP WDJ a. ALUM. DRIP EDGE' w fn; w/ 6d NAILS[� 16" O.C. r r 2X4 WD STUD CRIPPLE PRE -ENG. r r r „ _ (A 2X BUCKS SEE r TRUSS 24 O.C. TO SIDE & TOP NAILER i r , .1 CONT. ROOF SHEATHING NAIL PER 2x CONT.'SUBFASCIA MD04FOR MORE INFO. , it ,i AT 16 O.C. O I I E O ,fir r, PLAN a END VIEW 2x4 PLATES OVER ROOF r ® ; 2x BUCKS, r/ R-30 -INSULATION 2 - DECK - SEE DETAIL BELOW r VENTED ALUM. SOFFIT U / n (D • p PROVIDE 2x4 BLOCKING'w/ 2 16d NAILS DOUBLE TOP PLATE O 1/2 DRYWALL Z FOR FASTENING SPECS. O EACH END TO TOP CHORDS OF - ' TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q W TYP', SINGLE O DOES NOT LINE UP ABOVE TRUSS �! TLE -BEAM w/ 1 #5 0 BELOW AND CONNECT w/ HTS20 @ 32. O o W CONT. GROUT Z O.C. - SOLID ARCH WINDOW FRAMING DET. (DF01 DORMER FRAMING & BOTTOM � z 11 _ 1 11 w _ _ 0 11 " 1 „ SCALE. 3/4 1 0 _ R POW ERS REFER TO ELEV. _ SCALE. 1/2 1 0 PRECAST CONC 0 � F- d' WOOD FRAME &CMU PLATE CONN. DETAIL STEEL SILL TYP. Q ALL FOR OVERHANG w - (, GALV. FLASHING 2X4 BLOCKING W/ (2) 16d - COMMONS END NAILED TO VERTICAL 2X4's (6'moi CHIMNEY (2) BAYS PAST A/C A/C UNIT AND PAN RUNS. TYP EACH SIDE r MIN 3 BAY „ I LOCATION.O MIN. 24 BY SUPPLIER MIN. 24"# � (4) 16d COMMONS NAILED @ EACH END LAP W/ 2 16d NAILSMAX" MAX 48" CONDENSATE �� STRUCTURAL ENG: CFG / BAD )TRUSS. TYP M 48 I I DISPOSAL BY A/C D I :ill - /��' Q DRAFTING: + TO EACH � EACH SIDE SUPPLIER * I I -- SAN _ —I FORD 'z STRUCT. JV CONNECTION TO BE = w �-D i- - - - - - - - - - - SUPPLIED BY A/C _a - QC CHECK. LA + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED ( I_ p�q + TO VERTICAL 2X4's STANDARD TRUSS COMPANY w JOB No. a TM -,2142674 � BOTTOM CHORD SEE SHEET SD1SCALE: N _ ASIND[ CATED 2 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + O DATE: 01 /20/2015 + * BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH END IN TRUSS TYPICAL WALL SECTION \-PRE-ENGINEERED TRUSS TBO i 11 _ 1 „ _. SCALE. 3/4 1 0 11 � ' 1� 11 11 _ 1 11 SCALE. 3/4 1 0 D2 FRAMING DETAIL L SCALE. 3/4 1 CMU WALL SINGLE STORY COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES INC.IN . Is strictly Iy p oh bited. I I WINDOWS WINDOW PER > Q Z _Z 0 IFA/C IS SUSPENDED FROM TOP ' FLOOR PLAN cn 0 J J PRE -MANUFACTURED 11.1/4 DIA. FLUE W/ 21, MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING _ �a . CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED W (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERS ATTACHMENTS SUPPLIED BY A/C 12 SEE 11 1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, O 0 Go 0 SPEC.'S COMPANY PLAN � STANDARD TRUSS BARRIER W/ R4.1 INSUL. 1/2" MIN, THK. ON ' F- 0 ' 00 O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES„ BETWEEN 3/4' P.T. VERTICAL FURRING 24 O.C.Z CMU � w 2 to !V TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4„ O.C. ON EDGES AND 12„ „ A ,@ VERT REINF. BEYOND (D (� .. IM OF 2,-0,� ABOVE A POINT WITHIN 1.0,_0„ O.C. IN FIELD �--- TRUSS WEBS NOT ` ._ ' W � 0 'J Z OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING DD SHOWN FOR CLARITY CONC. SLAB - 8x8x16 CONC BLOCK U "'r W (� U6 ' Q, 2X4 VERTICAL @24” O.C. SEE FOUNDATION ” W >. Q (7 �1 MAX. PROVIDE (4) 10d NAILS - - - - - 2x4 #2 SYP CROSS - - - - -i o R, PLAN FO MORE 0 w M 0 TO BOTTOM CHD & 3 10d O + + 2x4 #2 SYP RAT RUN BRACING (AT 45) W/ I I INFO r MAIN FLOOR CHORD NAILS TO TOP C + TO P AND BOTTOM MIN 1- N (3) 2d AILS TO RAT ,:, `= .J ELEV 0'-0” U C GALV. FLASHING 2X4 BLOCKING W/ (2) 16d - COMMONS END NAILED TO VERTICAL 2X4's (6'moi CHIMNEY (2) BAYS PAST A/C A/C UNIT AND PAN RUNS. TYP EACH SIDE r MIN 3 BAY „ I LOCATION.O MIN. 24 BY SUPPLIER MIN. 24"# � (4) 16d COMMONS NAILED @ EACH END LAP W/ 2 16d NAILSMAX" MAX 48" CONDENSATE �� STRUCTURAL ENG: CFG / BAD )TRUSS. TYP M 48 I I DISPOSAL BY A/C D I :ill - /��' Q DRAFTING: + TO EACH � EACH SIDE SUPPLIER * I I -- SAN _ —I FORD 'z STRUCT. JV CONNECTION TO BE = w �-D i- - - - - - - - - - - SUPPLIED BY A/C _a - QC CHECK. LA + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED ( I_ p�q + TO VERTICAL 2X4's STANDARD TRUSS COMPANY w JOB No. a TM -,2142674 � BOTTOM CHORD SEE SHEET SD1SCALE: N _ ASIND[ CATED 2 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS + O DATE: 01 /20/2015 + * BLOCKING UNDER A/C SUPPORTS SIMPSON A34 OR LUS24-2 EACH END IN TRUSS TYPICAL WALL SECTION \-PRE-ENGINEERED TRUSS TBO i 11 _ 1 „ _. SCALE. 3/4 1 0 11 � ' 1� 11 11 _ 1 11 SCALE. 3/4 1 0 D2 FRAMING DETAIL L SCALE. 3/4 1 CMU WALL SINGLE STORY COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES INC.IN . Is strictly Iy p oh bited. I I SIN DIA BE) PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 161 NAILS GABLI TRUSS TO PLT.@12" 0.1 MAX. CMU WALL C LINTEL BELC ol 01 SCHEDULE ' VAULTED CONDITION CMU o TEXTURED CEMTITUOUS .,j FINISH, 7/8" MIN. THK. SIMPSON DTC, (2) 8d NAILS LL, INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o Y_ _.. 1/2"x 8" J -BOLT @ 32" O.C. AND V N >' „ 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W 1/2 GYP. BOARD WASHER BLOCKING, (2) 1/4"x 2 3/4 (� CEILING NAILER I TAPCONS IN CMU. OR p AS REQ'D. TRUSS TRUSS SIMPSON META16 31MPSON A23 @ EACH CMU WALL BELOW Z 3RACE TO PLATE _O W #. MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. U) tl I- 1/2" GYP. BOARD > �,�1�t111H//�// - N * STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN a ,� �� d 1/2" J -BOLTS w/ ON PT. FURRING �'' DETAIL FOR FLASHING o, WASHERS MIN. A35 DIAGONAL TO REQUIREMENTS (MSTA M -12's MAY �- .• .® ®"°•� � Z Z 6" EMBED MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS WALL SHEATHING PER PLAN •°u k w+�� ' U LAY 2X4 BLOCKING OVER THE . • til FROM EACH END LIMITED �L LINTEL PER PLAN d. TOP OF THE BOTTOM CHORD. ., n �. ww AND 32" O.C. MAX. ATTACH w/ (2) 1Qd NAILS @ fid( A e Q 2x WALL, SEE PLAN •° ®U p 0 EACH TRUSS 10X J O 2X TOP PLATE TO GABLE ^,; a••* END W/ 16d NAILS @ 6" O.C. STD CONDITION FRAME WALL BEARING CONDITION CMU WALL ►—Rl.'�� . ILL NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS '� e HGA10KT @ 32 O.C. FRAMING FOR FALSEMANUFACTURER'S _ DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM BEAM, IF REQ'D W CL 2x4 STUDS 24" O.C. w/,., @ .'SINGLE BASE &TOP PLATE CONTRACTOR TO FIELD VERIFY WHICH ' g � .� TIE BEAM COURSE VERIFY IF rGE04 GABLE END VAULTED F06 NON-BEARINGWALL CLIP DETAIL w/ 1 #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR O O COVERING „ - - „ - „ FOR ADDITIONAL INFO AS REQ D IS REQ'D I L I N G SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 VAULTED CE Z Q N c o o CMU WALL CONNECTION CLEAR SPAN CONNECTION O X4 BRACE WITH Z (2)1 W 0d NAILS I- (, ' s „ ..... Q o O 2 -� . (1) A23 FROM STRONGBACK p \ 2x6 COLLAR TIE HALF WAY UP �, TO DIAGONAL HEIGHT VALLEY. FASTEN w/ 5 OF ALLE . F E �r�c�c 2X4 BLOCKS, (2)16d NAILS @ EA. O Z �; NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE 10d COMMON NAILS @ EACH END O END. BLOCK ADJACENT BAYS @ O �k*7k EA. DIAGONAL AS SHOWN. • • • • (TYP.) r•rr BRACING FASTEN ROOF SHEATHING TO O Z BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 W I EL MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON 0 CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. ) 2X8 RIDGE FLAT CEILING CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT D SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D CONNECTION DETAIL 10d COMMON NAILS , RAFTER TO OPPOSITE SIDE I BOARD @ 8 O.C. (AS SHOWN) � (5) 16d NAILS _ „ REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) C%) Z BRACE TO 1 4 MAX �- SIZE OF O.H. PLATE THRU O,S.B SHEATHING BLOCKING(THICKNESS PER PLAN) TO CONT. 2X4 PRE-ENGINEERED TRUSS BELOW WITH w0 Q W �g 1/4"x4-1/2" SIMPSON SDS SCREWS 24 ���' Z a' ti „ PLATE TO TOP CHORD OF EACH TRUSS -�� O 2X4 S @ 24 O BELOW C7 fa"� � 2x4 DIAGONAL BRACE @ 48 U Z dig \ O.C. TO 3RD BAY REQ'D w/ 24's @ 24" O.C. MAX: O F_ STRONGBACK, SEE CHART� W „ REFER TO PLANS FOR \ W J n, p f EXACT SIZE OF O.H. FASTEN' CONVENTIONAL 2x VALLEY RAFTER I- Z 2x4 BLOCKS, 2 16d NAILS @ EA. (5) 16d NAILS \ \ GABLE BRACING+ FRAMING (OR PRE-ENGINEERED VALLEY _ i O 1'-4" MAX. O 0, END. BLOCK ADJACENT BAYS @ EA. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 U ir 1� DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS 5 8d NAILS AT W• SHEATHING TO BLOCKS w/8d NAILS EACH RAFTER TO PLATE CONNECTION U W H CONT. 2X4 PROVIDE 2x4 BRACE TO 0 EA. ADJ. DIAGONAL FASTEN L1 W O TO DIAGONAL w/(2) 16d STRONGBACK IF U NAILS. V REQUIRED, SEE Q' W SIMPSON H10A CHART Z W DIAGONAL TO CF01 FIELD FRAMED GABLE BRACING 48" O.C. NOT _ Uj BLOCKING @ � (5) 16d NAILS 24 ; REQUIRED 6 FROM EAVES. A A SCALE. 3/4 1 0 2X4 S @ o c VALLEY DETAIL BRACE TO O IL BLOCKING o. _ 45 , GABLE END SHEATHINci , NOTE: CONTRACTOR TO NAIL 1st KING O GABLE ENDSHEATHING FASTEN PER PLAN, Z FASTEN PER PLAN. STUD INTO HEADER PER HEADER 0 SCHEDULE THEN ATTACHED Sc PROVIDE 2x4 BRACE TO O W SEE GABLE CONNECTION DETAIL FOR ,, 'ADDITIONAL KINGS AS REQUIRED SPLICE AS REQ'D. 2x CRIPPLES @ 16 o.c. w/ EA. ADJ. DIAGONAL FASTEN O REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE W TO DIAGONAL w/(2) 16d Z ., NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT Z to X. NAILING FLUSH AGAINST TOP PLATE 2 -ROWS 12d NAILS STAGGERED W 0 @ 12" O.C. EACH FACE OR = IV WHEN STUD LENGTH lS I GABLE BRACING 48 PRE ENG. TRUSS 3 -ROWS 12d NAILS STAGGERED 0 (,' d' LESS THAN 12 USE I - -- _ O.C. MAX. 45° FROM HORIZONTAL (+/- 100) E BRACE NOT REQUIRED 6, FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES i ***NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING GABLE BCHART H ° _ UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :!�: 7'-0" (1) 2X4 BRACE 7'-0" < H :r= 9`-4" 2 2X4 BRACE (SEE SECTION A -A - < - 9 4 H _14 0 4 BRACE STRONGBACK W/ (1) 2X C < L i n 141-011H -18 -8 SIMPSON HGA-10 Q, � J R REQUIRED E EQU SEE TOP PLATE &NAILED TO I 2x4 BLOCKING (2) 12d NAILS, I ~ ROOF SHEATHING PER PLAN CHART. HEADER EACH SIDE w/ � W 10d COMMON NAILS (11') 10d NAILS @ 48" O.C. SIMPSON HGA-10 DOUBLE 2x SYP #2 w/ 1/2 TOENAILED @EACH END,AT 24" O.C. ( FLITCH PLATE HEADER U,N.O. H L1J ATTACH JAMB STUDS I ' I SEE HEADER SCHEDULE FOR CI W �! @ 48" O.C. OSB NOT REQUIRED TO CONNECTION INFORMATION Z N IM GABLE VERTICAL 0 FILLING AND BLOCKING AS U) .. 0J Z DOUBLE UBL 2x CRIPPLE REQUIRED FASTENED TO LU I- IW ; OL U _ BE CONT. @ THE STUD TYPICAL _V -,r G W Q @ 16 O.C.OCUNLESS NOTED w Q _ r REQUIRED SEE OSB NOT REQUIRED TO BE CONT. THE @ Q TRANSITION FROM TOP 0 x CHART L 2x4 P.T. NG TRUSS PER PLAN 0 2x STUDS TYP. U 0. TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF O.C.w/ 24 .. w/ (2) 12d END NAILS d END L 2 16d TOE NAILS ( ) 1/2 THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING I HEADER (CENTERED Win TOP PLATE ; STRUCTURAL ENG: CFG / BAD BEAM TO G ABLE T OR 6" FROM JAMBS UDS) w/MIN 6 a 2x4 OUTL 0 OKERS : :DRAFTING. SHEATHING SPAN TO BE 2'-0" MAX.) END @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS BRG WALL LOCATIONS W/ UPLIFT ' Z -STRUCT: JV O - -' TRUSS NAIL W/(2)16d NAILS EA. END @ 24"o.c. MAX. INTO BLOCKING, (4) 8d 21-01- MAX. (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Q DBL. 2x4 TOP PLT. SHEATHING PER BOTTOM P. END NAIL PLTS. TO STUD) (�' ) ( TRUSS TRUSS @EACH WEB PLATE Z BEAM PER PLAN PLAN ATTACH PER SIMPSON H-10(TYP.) '- z NAILING SCHEDULE DTC CLIP, 2 8d NAILS INTO ' O N `..,:. DOUBLE TOP PLATE �_ FASTEN SIDE WALL BLOCKING, (2) 1/4"x 2 3/4" a (� w Z SHEATHING PER MASONRY WALL-'TAPCONS IN CMU. OR ^ w W� EXTERIOR SHEATHING. � O PLAN. END NAIL q. OUTLOOKER NILS io ' OR LINTEL SEE ; . SIMPSON META16 PLAN H W ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM u.l p _ W/(2)16d TO TRUSS DBL. 2X8 'n 2X FACIA, END NAIL SIMPSON H10A TOP PLT'. W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. O DIAGONAL TO TOP PLT. OUTLOOKER STD CONDITION n CMU MASONRY WALL . 2x8 #2 SYP PT. BASE PLATE W/ „ „ BOLT OR U Z (� „ HOLD WALL DOWN 3-1/2" V OR LINTEL'SEE 1/2 x8 ANCHOR TITEN - Cn PRE -ENG. ROOF TRUSS „ 2X8s@16 O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH d - Ll.l (TYP.) END 0 BEAM CONNECTION FRAME WALL CONNECTION 1-9 MAX• SHEATHING PER PLAN ATTACH PER NAILING C10 ol 01 SCHEDULE ' VAULTED CONDITION CMU o TEXTURED CEMTITUOUS .,j FINISH, 7/8" MIN. THK. SIMPSON DTC, (2) 8d NAILS LL, INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE o Y_ _.. 1/2"x 8" J -BOLT @ 32" O.C. AND V N >' „ 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W 1/2 GYP. BOARD WASHER BLOCKING, (2) 1/4"x 2 3/4 (� CEILING NAILER I TAPCONS IN CMU. OR p AS REQ'D. TRUSS TRUSS SIMPSON META16 31MPSON A23 @ EACH CMU WALL BELOW Z 3RACE TO PLATE _O W #. MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. U) tl I- 1/2" GYP. BOARD > �,�1�t111H//�// - N * STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN a ,� �� d 1/2" J -BOLTS w/ ON PT. FURRING �'' DETAIL FOR FLASHING o, WASHERS MIN. A35 DIAGONAL TO REQUIREMENTS (MSTA M -12's MAY �- .• .® ®"°•� � Z Z 6" EMBED MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS WALL SHEATHING PER PLAN •°u k w+�� ' U LAY 2X4 BLOCKING OVER THE . • til FROM EACH END LIMITED �L LINTEL PER PLAN d. TOP OF THE BOTTOM CHORD. ., n �. ww AND 32" O.C. MAX. ATTACH w/ (2) 1Qd NAILS @ fid( A e Q 2x WALL, SEE PLAN •° ®U p 0 EACH TRUSS 10X J O 2X TOP PLATE TO GABLE ^,; a••* END W/ 16d NAILS @ 6" O.C. STD CONDITION FRAME WALL BEARING CONDITION CMU WALL ►—Rl.'�� . ILL NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS '� e HGA10KT @ 32 O.C. FRAMING FOR FALSEMANUFACTURER'S _ DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM BEAM, IF REQ'D W CL 2x4 STUDS 24" O.C. w/,., @ .'SINGLE BASE &TOP PLATE CONTRACTOR TO FIELD VERIFY WHICH ' g � .� TIE BEAM COURSE VERIFY IF rGE04 GABLE END VAULTED F06 NON-BEARINGWALL CLIP DETAIL w/ 1 #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR O O COVERING „ - - „ - „ FOR ADDITIONAL INFO AS REQ D IS REQ'D I L I N G SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 VAULTED CE Z Q N c o o CMU WALL CONNECTION CLEAR SPAN CONNECTION O X4 BRACE WITH Z (2)1 W 0d NAILS I- (, ' s „ ..... Q o O 2 -� . (1) A23 FROM STRONGBACK p \ 2x6 COLLAR TIE HALF WAY UP �, TO DIAGONAL HEIGHT VALLEY. FASTEN w/ 5 OF ALLE . F E �r�c�c 2X4 BLOCKS, (2)16d NAILS @ EA. O Z �; NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE 10d COMMON NAILS @ EACH END O END. BLOCK ADJACENT BAYS @ O �k*7k EA. DIAGONAL AS SHOWN. • • • • (TYP.) r•rr BRACING FASTEN ROOF SHEATHING TO O Z BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 W I EL MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON 0 CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. ) 2X8 RIDGE FLAT CEILING CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT D SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D CONNECTION DETAIL 10d COMMON NAILS , RAFTER TO OPPOSITE SIDE I BOARD @ 8 O.C. (AS SHOWN) � (5) 16d NAILS _ „ REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) C%) Z BRACE TO 1 4 MAX �- SIZE OF O.H. PLATE THRU O,S.B SHEATHING BLOCKING(THICKNESS PER PLAN) TO CONT. 2X4 PRE-ENGINEERED TRUSS BELOW WITH w0 Q W �g 1/4"x4-1/2" SIMPSON SDS SCREWS 24 ���' Z a' ti „ PLATE TO TOP CHORD OF EACH TRUSS -�� O 2X4 S @ 24 O BELOW C7 fa"� � 2x4 DIAGONAL BRACE @ 48 U Z dig \ O.C. TO 3RD BAY REQ'D w/ 24's @ 24" O.C. MAX: O F_ STRONGBACK, SEE CHART� W „ REFER TO PLANS FOR \ W J n, p f EXACT SIZE OF O.H. FASTEN' CONVENTIONAL 2x VALLEY RAFTER I- Z 2x4 BLOCKS, 2 16d NAILS @ EA. (5) 16d NAILS \ \ GABLE BRACING+ FRAMING (OR PRE-ENGINEERED VALLEY _ i O 1'-4" MAX. O 0, END. BLOCK ADJACENT BAYS @ EA. BRACE TO \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 U ir 1� DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS 5 8d NAILS AT W• SHEATHING TO BLOCKS w/8d NAILS EACH RAFTER TO PLATE CONNECTION U W H CONT. 2X4 PROVIDE 2x4 BRACE TO 0 EA. ADJ. DIAGONAL FASTEN L1 W O TO DIAGONAL w/(2) 16d STRONGBACK IF U NAILS. V REQUIRED, SEE Q' W SIMPSON H10A CHART Z W DIAGONAL TO CF01 FIELD FRAMED GABLE BRACING 48" O.C. NOT _ Uj BLOCKING @ � (5) 16d NAILS 24 ; REQUIRED 6 FROM EAVES. A A SCALE. 3/4 1 0 2X4 S @ o c VALLEY DETAIL BRACE TO O IL BLOCKING o. _ 45 , GABLE END SHEATHINci , NOTE: CONTRACTOR TO NAIL 1st KING O GABLE ENDSHEATHING FASTEN PER PLAN, Z FASTEN PER PLAN. STUD INTO HEADER PER HEADER 0 SCHEDULE THEN ATTACHED Sc PROVIDE 2x4 BRACE TO O W SEE GABLE CONNECTION DETAIL FOR ,, 'ADDITIONAL KINGS AS REQUIRED SPLICE AS REQ'D. 2x CRIPPLES @ 16 o.c. w/ EA. ADJ. DIAGONAL FASTEN O REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE W TO DIAGONAL w/(2) 16d Z ., NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT Z to X. NAILING FLUSH AGAINST TOP PLATE 2 -ROWS 12d NAILS STAGGERED W 0 @ 12" O.C. EACH FACE OR = IV WHEN STUD LENGTH lS I GABLE BRACING 48 PRE ENG. TRUSS 3 -ROWS 12d NAILS STAGGERED 0 (,' d' LESS THAN 12 USE I - -- _ O.C. MAX. 45° FROM HORIZONTAL (+/- 100) E BRACE NOT REQUIRED 6, FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES i ***NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING GABLE BCHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :!�: 7'-0" (1) 2X4 BRACE 7'-0" < H :r= 9`-4" 2 2X4 BRACE (SEE SECTION A -A - < - 9 4 H _14 0 4 BRACE STRONGBACK W/ (1) 2X C < L i n 141-011H -18 -8 4 RACE STRONGBACK W/ 2 2X B ( ) 2X4 BRACE IF LSTA30 STRAPS AT EACH I GREATER HEADER `C I- Z �— O J STUD WRAPPED OVER , I (n Q, � J R REQUIRED E EQU SEE TOP PLATE &NAILED TO I I ~ CHART. HEADER EACH SIDE w/ � W 10d COMMON NAILS (11') 10d NAILS DOUBLE 2x SYP #2 w/ 1/2 ( FLITCH PLATE HEADER U,N.O. H 0 00 Q ATTACH JAMB STUDS I ' I SEE HEADER SCHEDULE FOR CI W �! PER WF08/SD4 CONNECTION INFORMATION Z N IM GABLE VERTICAL 0 FILLING AND BLOCKING AS U) .. 0J Z DOUBLE UBL 2x CRIPPLE REQUIRED FASTENED TO LU I- IW ; OL U �„�„• , 2ND 2X4 BRACE IF STUD TYPICAL HEADER w/ (2) ROWS OF 12d vy - G W U:N:O: ( ) @ 16 O.C.OCUNLESS NOTED w Q _ r REQUIRED SEE I OTHERWISE �. Q 0 x CHART L 2x STUDS TYP. U 0. 1/2 THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING I HEADER (CENTERED Win TOP PLATE ; STRUCTURAL ENG: CFG / BAD T OR 6" FROM JAMBS UDS) w/MIN 6 a : :DRAFTING. EMBEDMENT INTO FOUNDATION ONLY 1= BRG WALL LOCATIONS W/ UPLIFT ' Z -STRUCT: JV O SCALE: 3/4" = 1'-0„ ��H��: 3�4 = � -u , „ _ ,, , HIP U t I AIL L SCALE. 1 /2 -1-0 �- W/ BOSTON � S D COPYRIGHT MCD 2014• The information contained in this document Is copyrighted and is the exclusive property of MON.TANSULTING &DESIGN OF WMR & ASSOCIATES, INC.INCAn useduplication, ti n or transfer of these documents without the expressed, written consent f M0NTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Is strictly: prohibited. ted. I _ I IEXTERIOR WALL OR TRUSS SDO1 LU L"o " 2x DBL TOP 1 11 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4 �e 0 0 O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. SHEATHING PER 2 PLATE BEYOND MIN. /z SHEATHING w z X 4Y2' SIMPSON SDS SCREWS @ 16" O.C. MAX: n _ „ PLAN „ w X O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. CONNECTION PER PLAN W ATTACH TO GABLE END STUDS W/ (2) 1/4 X 3/2 w p I-- SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ - _ _ � -`� _ - - _ - /-71 � � 3 NAIL OPENING PERIMETER w/ 2 ROWS 3" O.C. W/ 8d COMMON NAILS 'A'= NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 �T �� TI IF a ai O O @ SPACING Q LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I 6 I I I I I I I I I I ® NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS 5 1/2STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS2X12 BOX HDRw/2x8'sTOP&BOT.,@ 3° o.c. „WALL FASTEN w/ 1 Od X 3 NAILS @ 6 O.C. 2X8 III III I I I I I I I I 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d ¢_ SHEATHING O A TO 2X12 AT WALL TO BE FASTENED TO ' III III I I I I I I I SPLICE SEE COMMON NAILS @ 3 O.C. (2) ROWS @TOP &BOTTOM 1/211PRECAST LINTEL w/2 ROWS STAGGERED ~ O Z n : „ „ IJJ 12 2x4 SYP #2 OR PRE-ENGINEERED SPLICE DETAIL. ~ w d NAI 3" O.C. TO EACH TRUSS END OR VERTICAL OF 1/4 x 4 TAPCONS' 1,6 O.C. MAX. ROOF TRUSSES @ 24" O.C. MAX. III OPENING III II II 1 II w Q (2) 8 LS @ @ @ :7 SEE PLAN III III II 4 II II MAX 1/8" SPACE s � MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE DESIGNED FOR SHINGLE ONLY BETWEEN U) >_ PLAN r I W Z ROOF SHEATHING ATTACHED PER I I � III 3 III I II II II PANELS _j NAILING SCHEDULE III III TYP. AROUND III II II II II III I I I I I I 2x STUDS BEYOND, D O w p I W I I ----- ----------- 2x BOTTOM PLATE SCHEDULE 2X4 BLOCKING PKT SGD ---t 2X8 P.T. SYP. #2 TOP & W ATTACH PER MANUF. SPECS o OPENING SEE PLAN FOR LL 0 Q U SIMPSON H3 CLIP (4) 10d NAILS FOR CONY. III III III II II II II III I I I I I I I MORE INFO I- z W = I_ O 2 -r1- - -TI - FRAMED MEMBERS ONLY A BOTTOM w/ 10d N ILS @ III • II I II II II II _ p I I I I II I TRANSOM' I` I 1 I SLOPE AS REQ'D 0 - SHEATHING DIAGRAM (2) 16d NAILS 3 O.0. 0 2 x6 C N W " T VERTICALS IIII II IL II II o= 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS SHEATHING SPLICE, II II IIII I_I JL IL I ILL �I �� �I J U) o0 U) m PRE-ENGINEERED ROOF = _ _ _ - = 0 o N w TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ I I � PLAN 0 EXTERIOR SHEATHING I W I I ----- ----------- 2x BOTTOM PLATE SCHEDULE 2X4 BLOCKING PKT SGD ---t 2X8 P.T. SYP. #2 TOP & W ATTACH PER MANUF. SPECS o 0� I SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT BEYOND SEE PLAN OPENING SIZE PLACED FLATWISE A BOTTOM w/ 10d N ILS @ • I STUD TRANSOM' I` I 1 I SLOPE AS REQ'D 0 - IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3 O.0. 0 2 x6 C N W " T VERTICALS LI"I SHEATHING SPLICE, WINDOWS SEE V EACH END = BETWEEN EXTERIOR PLAN I I 0 0 SHED ROOF DETAILAF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL(PS01 HEADER SECTION POCKET � SHEATHING & BLOCKING JZ I I _j 2X6 P.T. SYP. #2 CONT. w/ (2) 0 GYPSUM I I m Q WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. JOINT MAX. SPACED EVENLY VERTICALLY <C LINTEL SEEp 1, TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ O7 -. 1/8 GAP FLOOR SYSTEM w NAILING PER PLAN 0 11 , 1 S SCREWS @ 16" O.C. MAX. 4-0' MAX (2) 1/4 X 4/' SIMPSON SD ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/2' ----- ----------- 2x BOTTOM PLATE SCHEDULE 2X4 BLOCKING PKT SGD ---t 2X8 P.T. SYP. #2 TOP & W ATTACH PER MANUF. SPECS o SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT BEYOND SEE PLAN OPENING SIZE PLACED FLATWISE A BOTTOM w/ 10d N ILS @ • IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3 O.0. 0 2 x6 C N W " T VERTICALS LI"I EACH END = SHED ROOF DETAILAF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL(PS01 HEADER SECTION POCKET � 0 PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT: :k SCALE: 3/4" =1'-011 SCALE: 3/4" =1'-0"SGD W� TRANSOM SCALE: 3/4" =1'-0' Z O ,a04 o NOTES: �g Q►, s�i��LO of IV 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + ®ei +r,..e•�,. r� W o T LEAST /4" F THE THICKNESS OF THE LAST LAMINATION + + .� Z Z 2) ALL NAILS PENETRATE A LES 3 O m.";. ®wN*/ �!, a _ 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 -PLY caa 4. , • ti� W 0 NOTE. 3) FOR 5 PLY, PROVIDE ( ) u� C' _ '- 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" -,.. tiri • ,1�1 PLATE LENGTHS MUST BE AT EDGE DISTANCE C�►,., Q ® ' 2x4.#2 SYP W di.� •�• �,.g .,, PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4 s SEE TRUSS PLAN .: ",., 0 LEAST 8 0 LONG. TYP. PER ETAIL 4 C� #-. c o g 2 " O.C. w/ (3) 12d .... � FOR MORE INFO ,. _"" : SR .., ¢ _ TO BLOCK OUT TOP PLATE @ 4 "�. 1�� "�. •... - � ,1 NAILS: @ EA. END,::. ' 2 ROWS 10d @ 3 O.C. ATTACH W/ 2 1Od NAILS O:C. " „ 11 O 2 EDGE 3 EDGE 5 EDGE ALONG w/ "�' .'�4�m � � � � O (SOLID BLOCK w/ 2x6) CONNECTORS u.. 10d x 3 2x4 STUDS PER DOUBLE 2X4 TOP PLATE J.D O 2x8.#2 SPF VERTICAL @ W + + + + + DOUBLE 10d @ 3 O.C. 10d x 3 + + + + ' ; • ,,.\1 FRAMING PLAN TOP SPLICE COMMON o '° -- 0 z z 4 4 24" O.C. w/ EXTERIOR -� 0 0 o z w - a sr >� z 311 z z - = J v 2x4 #2 SYP P.T. EACH TRUSS w/ SHEATHING & (4) 12d g 8 w w W v 'n ¢ ¢ @ 0 U O M/ ¢ f- °- (4) 12d NAILS INTO TRUSS& (3) 12d NAILS @EACH BRACING 481. 5 p TOENAILS INTO OTHER TRUSS 2x8 w/ 2 1 O NAILS 4''Q qj� 10dx3 O_ N = W � @EACH VERTICAL Z � ?�, "" �," t",' 2x4 BEYOND AGAINST COMMON w Q N 2x8 STUDS • . � o Odx3 O O 'cS 0 TRANSOM BETWEEN LINTELS TOP SPLICE COMMON z_ z w z 5EE PLAN FOR W ° PP. SIDE U U o U H, c� o a O ATTACH 2X STUDS TO TOP ¢ ¢ - ¢ LINTEL INFO SLOPE AS REQ'D ATTACH 2X STUDS TO TOP .• .• ' z n. a cn 11 P TE W/ 4 16d NAILS 2 ON I I I I cn I I Z a 10d x 3 ¢ a PLATE W/ (4) 16d NAILS ((2) ON LA O (() DOUBLE 2X8 U - v' = c� OPP. SIDE 2x6 #2 SYP'P.T. CONT. w/ (2) U EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL a - ; TOP PLATE `� 1/4" x 3 1/2" TAPCONS @ 12" u. w `E EXTERIOR CONDITIONS EXTERIOR CONDITIONS = 10d x 3" O 2X8 STUDS PER O.C.` SPACED EVENLY FRAMING PLAN COMMON ♦ VERTICALLY Z U TT M SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD O OVERo TOP PLATE TRANSITION OVER STUD DETAIL ATTACHMENT BY 2x6 � O, O 2X4s O 2X6's O 2 ' 2 2 2X8's BUILDER 2x8 #2 SPF TOP &'$OTT. w/ 8d O INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. n. TOP PLATE SPLICE ou-rslDE ZXS Q 4FO TYP. BRG WALL 0 WFO 2x BUILT-UP STUD . " 1_ „ (3) or (4) 2x COLUMN PS02 SECTION AT POCKET W SCALE. 3/4 1 0 COLUMN DETAIL SCALE: 3/4" =1'-011 SLIDER SCALE: 3/4" =1'-0" ci CTURAL SHEATHING SE ROOF SHEATHING, o J STRU (2) 2x TOP PLATE x x d � PLAN NAIL PER PLAN x x � Fn z ATTACHED PER NAILING W W - 5 SCHEDULE DOUBLE TOP PLATE r (2) 2x BUILT-UP COL. 0 Z SIMPSON SP4 ORf 2x BLOCKING w/ (2) 12d, 2X4 #2 SPF p SP2 @ EACH STUD Z 1- < 1 NAILS EACH END BLOCKING @ W U� 2x4 #2 SYP CONT: w/ (2) 16d @ Q Z 24„ O.C.w/O 2 U _. COMMON NAILS EACH STUD OR ° SIMPSON LSTA30 w/ O „ w S 16d END NAILS .r TRUSS MEMBER, TYP. (MAX.24 w 22 1 NAILS ALL CORNER J „ PRE-ENGINEERED ( ) Od ( S NRY USE 2 1/4 cn EACH END W O.C.). IF MAO O ROOF TRUSS - SEE CONDITIONS STRAP TAPCONS w/ MIN. 2 EXTERIOR SHEATHING z v AROUND TALLER STUD) Z EMBEDMENT @ 24 FRAMING PLAN FOR O.C. NAIL PER PLAN SPACING H �/ PRE-ENGINEERED ROOF TRUSS - LL U Im , SEE IPLAN FOR SEE FLOOR PLAN FOR , as OR ROOF SYSTEM SEE FRAMING PLAN FOR SPACING lJJ CONNECTION MORE BRG. WALL INFO w x x W E•- XX- z Z WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL SEE PLAN J Z (2) 2x TOP PLATE SEE PLAN FOR STUD SIZE &SPACING. a a 2X$ #2 SPF VERTICAL @ 24 O.C.OC DOUBLE 2x BLOCKING w/ MIN W/ EXTERIOR SHEATHING MIN (2) 2x UNDER GIRDER (4) 12d NAILS @ EACH END SEE WF06/SD3- 0 �n TRUSS U.N.O. ATTACHED PER NAILING U h- V FOR MORE 4 SCHEDULE END (4) 12d NAILS Q LU LD02 LEDGER AT LOW ROOF INFORUj SIMPSON LSTA24 @ TOP & BOTTOM z SCALE: 3/4” =1'-0" EACH STUD W 65 2X BIRG WALL, SEE PLAN 2x$ w/ (2) 1 O NAILS C/) FOR STUD SIZE &SPACING. LINTEL SEE @ EACH VERTICAL CL 0 MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP PLAN --\\4 SEE PLAN FOR ♦ PKT SGD (� TRUSS U.N.O. w/ (2) ROWS OF 10d NAILS C7 — PT POST AS NOTED CONNECTION ATTACHEDMENT z ( ) CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8„ O.C. PAN AS BY BUILDER Q � SHORT SPAN BEAM INTO LONGS O W INDICATED ON BEAM SCHEDULE. IF BUCKET J . O SECTION + C O E o W IS INSTALLED THE SHORT SPAN STRAP IS SECTION"AT POCKET NOT REQUIRED. 4F1 SECTION AT DOUBLE BEARING F1 WALL STEP BEARING PS03 Z —EXTERIOR BEAM AS NOTED "= 1'- " SCALE. 3/4 1 0 SLIDER SCALE. 3/4 1 0 Z SCALE. 3/4 0 SLIDE R FRAME WALL W o 1. HTS20 CLIP FROM POST TO BEAM F- -LAP — LAP BEAM PLYS AND NAIL AS SHOWN z ¢Z 5 0.131 x 3 1/4 NAILS PER PLY ZJO c~n p J Co — HTS20 CLIP FROM POST TO BEAM o•o o.o Q L R ROOF SHEATHING, R ROOF SHEATHING, —EXTERIOR BEAM AS NOTED �9p �A O' 1 r r R FASTEN PER PLAN R FASTEN PER PLAN F- o PLAN VIEW TOP OF POST ass ass 0000 2x8 TO UNDER SIDE Ic W) 2x4 FRAMING 24” O.C. + W 2x4 FRAMING @ 24 O.C.@ z N • + + OF ROOF SHEATHING LL MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO (� .. m PT POST (AS NOTED) + • LEDGER � LEDGER � J'Z + + W o „ + + W PROVIDE 4 1Od x 3 PROVIDE (4)10d x 3 (� ..1 -" O (> ❑ 0 NAILS AT JOINT NAILS AT JOINT W ABU POST '� Q 10d NAILS 4" O.C. 10d NAILS @ 411 O.C. W BASE (AS NOTED) @ \ . 2X6 FACIA 2X6 FACIA - e n/ - TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR PER ENG 2x8 #2 SPF VERTICAL @ U 5/8" THREADED ROD w/ o PER PLAN... PER PLAN MORE INFO AND .. 1, � SP4 TO EACH OVERHANG 24 U.C. w/ EXTERIOR � NUT SET IN CONNECTION . o. ADHESIVE SHEATHING ATTACHED � CONNECTION 2 8d TOE NAILS TRUSS CONNECTION 2 8d TOE NAILS STRUCTURAL ENG: CFG /BAD TRUSS CON O O PER NAILING' SCHEDULE - G __m.-__ - _-_ ___..._ PER PLAN TO LEDGER PER PLAN TO LEDGER � .. 4 & (4) 12d NAILS EACH Q DRAFTING: 2X4 PT LEDGER W/ a TRUSS MEMBER �- 4`\ �a � � SEE FOUNDATION 2X4 PT LEDGER w/ (2) 1, 4 1, A MU WALL PER PLAN 2x FRAME WALL PER PLAN 11 Z-STRUCT: JV ; I I PLAN FOR ADDITIONAL C 1/4 X4 TAPCONS @ 16d NAILS 16 O.C. ♦ W @ LINTEL SEE PLAN -- --- -- II / Q Z'i ° / INFO 12 O.C. I I 1llt.tJ/4, — QC CHECK_ LA 4 / PKT SGD ATTACHMENT 2x8 w/(2),1O NAILS @ W JOB No. TM- 2142674 CONDITION PPAKAE WALL BY BUILDER EACH VERTICAL IVFORD to CONDITION @CMU WALL @ = SCALE: AS INDICATED SIDE VIEW @BASE OF POST DATE: 01/20/2015 ' D01 CORNER COLUMN FRAMING F11 NOT USED TRUSS SCAB DETAIL PSO4 SECTION AT S.G.D. 11 = 1_ SCALE: 3/4" 1'-0 SCALE. 3/4 1 0 " SCALE: 3/4" =1'-011 rZIM4 U 4 _COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted nd Is the exclusive propertyert of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of M NTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC is strictly prohibited.' I i1i, UI -1 I _ I ,� I _ _ ... " O.C. 3/4" SHEATHING SHEATHING PER PLAN 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16SIMPSON N LSTA30 W/ RA 2x4 #2 SYP BLOCKING (MAX 10d TYP. (U.N.O.) ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN FT @ 48" O.C. W/ (2) 12d SCHEDULE WALL PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER 3/4" SHEATHING TYP. ATTACH PER NAILING TOP PLATE MIN. 3", THEN TOENAILS EACH END 2x4 BOTTOM PLATE SCHEDULE TRUSS -SEE FRAMING PLAN 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SPACING RUN DOWN FACE OF JAMB SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER STUDS/ HEADER 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING ATTACH SHEATHING TO •" 2x4 #2 SYP ANGLE AT 12" O.C.MAX. SCHEDULE RIBBON BOARD WITH (2) - 1 EXTERIOR SHEATHING FROM " AGAINST TRUSS ROWS 8d NAILS @ 3" O.C. TOP OF WALL TO BOT. RIBBON, VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR ____ _ (4) 16d NAILS RIBBONSTAGGER ROWS 1.5" TRUSS STRAP - SEE NAIL PER PLAN • W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, - - TO EACH TRUSS SIMPSONFRAMING PLAN FOR : - STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS (2) 2X SILL AT WINDOW w/ 2x " END CRIPPLE STUDS AT EACH END NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) NAILED TO STUD PACK @ 10d NAILS SYS. 42 FLOOR CONNECTOR SCHEDULE FOR = EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ; ; TRUSSES @ 24" CONNECTION = SEE CONNECTOR SEE PLAN FOR SIZE ' ; @ 8 O.C. THEN STUDS @ 16' O.C. O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOE NAILS PLATE 1 1/4" (MIN.) GYP'. CLG. BD. ' CONNECTION ATTACH RIBBON TO STUDS PLATE AT EACH END OF SILL (MAX OPEN'G 1/2" GYP. CLG BD OR '�', ' EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH (2) 5/8" TYPE "X" WHEN 8d NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN IN GARAGE SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL . • DECKING PER FLOOR 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ .. NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & 8" CMU WALL 8"CMU (10) 10d TO STUDS & (8) 1/4" X (4) 1/4" X 2 1/4" TITENS IF FLOOR "• NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO . • FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, "• S1 2 -STORY CONNECTION S1 2 -STORY CONNECTIONAS, 2 STORY WALL CONNECTION USE SILINTELPEONCOURSE. ;; CONNECFRAMINGTION PLAN R MSTCM60STRTOUSESIMPSON USE SIMPSON MSTCM60 • � CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & ' • , SCALE: -0" STRAP W/ (20) 16d SINKERS & .. (14) 1/4" X 2 1/4" TITENS INSTEAD OF • PARALLEL WALL SCALE: 3/4 =,'-o" p@ PERP. WALL SCALE: 3/4 -o" CANTI LEVER (14)1/4° x 2-1/4" TAPcoNs FOR TRUSSES 20" TO 26" DEEP ;; MSTA36 STRAP (IF TITENS ARE NOT 1N ; LINTEL COURSE OR INTO FILLED CELL (IF TITENS ARE NOT IN LINTEL ;; SEE DETAIL WS11/S 5 USE 1/4" X 1 3/4" TITENS) U.N.O.- COURSE OR INTO FILLED CELL FOR MORE INFO USE 1/4" X 1 3/4" TITENS) U.N.O. \ "• ' • 2nd FLOOR WALL; SEE PLAN �\\ NOTE: CONTRACTOR TO PROVIDE FOR MORE INFO. IF PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE \ • • •.� SHEATHING IS NOT BELOW JAMBS IF FLOOR "" \\ ONLY REQUIRED WHEN INDICATED AS SUCH ON \ •. ADEQUATE WATERPROOFING. \ TRUSS IS NOT PRESENT "' \\ THESTRUCTURAL PLANS OR WHEN THE CONTINUOUS TO BOTTOM OF NO CONCRTE SLAB PERMITTED • • \\ • • \ STRUCTURAL SHEATHING IS NOT CONTINUOUS FLOOR TRUSS, CONTRACTOR • • \ ,.-00 MASONRY WALL SEE �---' " \ FROM TOP OF WALL TO BOTTOM OF FLOOR ;; \ \ .� TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE STRAPS FROM EA. STUD TO ' • TRUSS IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE `5 HANDRAIL BY OTHERS LOAD PLAN FOR MORE INFO W' SO GIRDER / COL. CONNECTION SO HEADER CONNECTION °- DE PLYWOOD FLOOR 2nd FLOOR 2nd FLOOR w I i DECKING ATTACHED PER � SCALE: 3/4" =,'-0" � SCALE: 3/4" =,'-0" I i NAILING SCHEDULE SLOPE SLO - SLOPED BALCONY FLOOR ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS (12" TALL) (60/15/5 MIN. 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILESPRE-ENGINEERED ROOF 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS LOADING) W/ LUS26 OR LUS46 U� TO LEDGER TRUSS -SEE FRAMING PLAN < S, 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) FOR LOCATION & SPACING 'yF�cT 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX ° ° DOUBLE 2X TOP 5. MIN. THICKNESS 0.0187 IN. SEE PLAN 6. CHROMATE TREATMENT SHEATHING PLATE EXTERIOR SHEATHING PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END a o FROM TOP OF WALL TO TRUSSES @ 24" O.G. CONDITION o BOTTOM RIBBON TRUSS STRAP -SEE ° ° ATACHED PER NAILING R-30 INSULATION LINTEL PER PLAN FRAMING PLAN FOR ° SCHEDULE EACH SIDE CONNECTIONS° o OF WINDOW LOCATION TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ 10 ° PLAN (3) 1/4"x4-1/2" SDS SCREWS a o _.! EQUALLY SPACED ° ° VERTICALLY @ 24" O.C. AND @ o o (2) 8d NAILS @ 3" O.C. TO BEARING YYYYYM EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR \ TRUSS BELOW SEE PLAN FROM T&B) SEE WS10/SD5 FOR STRUCTURAL COLUMN/ ADDITIONAL INFO X OT P WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO A A r 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2 B TOM LATE WOOD BASE BOARD 1/2" DIA. THREADED ROD WITHIN ALUM. DRIP EDGE ATTACH TO FLOOR TRUSS REFER TO PLAN FOR AND REQ'D # OF 6" FROM COLUMN - DECKING PER BEARING w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. DBL. TOP PLATE PLAN STUDS SEE PLAN FLOOR NAILING SECTION FOR MORE INFO. I 2x CONT. SUBFASCIA HDR. PER PLAN OR FIBER REINF. CONC. REFER TO FOUNDATION ° SCHEDULE ON 6 MIL. VAPOR BARRIER VENTED ALUM. SOFFIT - PRE -ENG. FLOOR SYSTEM - VERT. #5 IN FILLED CELL o FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW (2) SIMPSON META16 WINDOW AS SCHEDULED D (BF01 SECTION AT BALCONY RAPS RE 9 o FRAMING PLAN FOR CONNECTION INFO SILL/ FRAME DOWN INFO \ I I.:: I "X° I i., f % a.: _ = - -_ • _ FLOOR W/ (14) Od N (4) 2X STUDS PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4" = V -0" (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS - SEE PLAN FOR MORE INFO W/ (2) 16d NAILS @ E "S,WALL TO FLOOR TRUSS4SO4SECTION CORNER FRAMING ,AT . 2 STORY CMU / FRAME SCALE: 3/4" _ V -o" ATTACH PER NAILING TEXTURED CEMTITUOUS 1/2" GYP. BD. WD. HD. HT. SIMPSON LSTA30 SCHEDULE, NOTE: \ SEE PLAN FINISH, 7/8" MIN. CONTINUOUS FROM (1) � , STRAPS CALLED OUT WITHIN THIS DETAIL ARE THICKNESS 2x BOTTOM PLATE w/ STANDARD CORNER A -A CALII / 11 1 TO STRAP W ( ) Od \ ° BOTTOM PLATE ONLY REQUIRED WHEN INDICATED AS SUCH ON � (2) 12d AT 12" O.C. ENGINEERED STUDS ABOVE PLATE ° THE STRUCTURAL PLANS OR WHEN THE MID -SPAN BLOCKING TRUSS U.N.O. \ STRUCTURAL SHEATHING IS NOT CONTINUOUS U.N.O. \ FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND R-11 BATT INSULATION 3/4" O.S.B. FASTEN PER PLAN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE F FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS B BEAM SEE PLAN FLOOR SYSTEM DRAFT S0 GIRDER / COL. CONNECTION4so HEADER CONNECTION SEE DETAILS ABOVE FOR — MORE INFO. STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING REFER TO ROOF PLAN FOR CONNECTIONS @ 2nd SCALE: 3/4" = 1'-0" FL. HIGH BM. @ 2nd FLOOR HIGH BEAM SCALE: 3/4" = V - MATERIALS MIN THICKNESS _.,) WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO A A r SHALL BE 1/2"' GYP BOARD OR 15/32" OR '7/16" OSB. ACCOMODATE STRAP TEXTURED CEMTITUOUS WOOD BASE BOARD 1/2" DIA. THREADED ROD WITHIN GIRDER ATTACH TO FLOOR TRUSS REFER TO PLAN FOR 6" FROM COLUMN - (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH BEARING w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. SEE BRG WALL/ 2 -STORY WALL PLAN CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE SEE PLAN ' AND BOTTOM CHORDS SECTION FOR MORE INFO. I CENTERED 10d NAILS OR FIBER REINF. CONC. REFER TO FOUNDATION FLOOR W/ (14) 10d NSTRAPS AILS ON 6 MIL. VAPOR BARRIER I PLAN FOR FTG. INFORMATION - PRE -ENG. FLOOR SYSTEM - VERT. #5 IN FILLED CELL (2) SIMSON LSTA 18 LINTEL AS PER PLAN (2) SIMPSON META16 IF NO FLOOR SYSTEM RAPS RE 9 FLOOR TRUSS TO MASONRY WALL 0'-0" GRADE bo �� SEE SHEET INSTALL KNEEWALL& I I.:: I "X° I i., f % a.: _ = - -_ • _ FLOOR W/ (14) Od N (4) 2X STUDS PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ ..._ POISON TREATED FILL UNDER COLUMN ABOVE (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS PLAN SHEATHING PER PLAN W/ (2) 16d NAILS @ E "S,WALL TO FLOOR TRUSS4SO4SECTION CORNER FRAMING ,AT . 2 STORY CMU / FRAME SCALE: 3/4" _ V -o" ATTACH PER NAILING CONN. DETAIL SCALE: 3/4" =1'-0" O.C. WD. HD. HT. expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. its strictly prohibited. SCHEDULE, SEE PLAN CONTINUOUS FROM TOP OF TOP PLATE TO STANDARD CORNER A -A CALII BOTTOM PLATE WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO A A r SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d W �n X 11 /2" @ 24" O.C. Q N (2) 2x SPF TOP PLATE Q co U.N.O. ON PLAN (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. - --- - - HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET W AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) z M 10d TOENAILS. 0 0 EXTERIOR HEADERS OPENINGS LESS THAN W 4FT (1) 2x SILL PLATE w/ U (2) 10d TOENAILS. (D I, j OPENING LARGER THAN Z V 4FT (2) 2x SILL PLATE w/ W W A35 CLIPS EACH SIDE w/ Z) C) 2x CRIPPLES @ 16" O.C. p w/ (2) 10d TOENAILS T&B p � (PLYWOOD SHEATHING REQ'D T&B) 0 W SEPARATE SHEATHING U_ UNDER WINDOW � 0 SEE DETAIL WS11/SD5 N FOR MORE INFO = LLI LL H I� O LH Ln CL d 2X TOP & BOT. RI ®® ••, ®� !,0 CONT. .•` NL �""• w o ;`•°W e cq z z PROVIDE BLOCKING 0 R U �. BELOW JAMBS 41 0« ;;= . ' it QLL W CL u SIMPSON LSTA30 w/ (22) 10d NAILS (MAY BE OU ANGLED UP TO 10-) SOLID SHEATHING z @ HEADER Q Q''dr N C6 c5 SIMPSON SP4 w/ (6) w * 4 10dx11/2"@24"0.C. n O a o 2 2x PFT P PLATE U_ + � O4 (2) 2X HEADER -SEE 2ND FLOOR PLAN FOR MIN. Z Q HEADER SIZE & REQ'D JAMB STUDS a m LLI DECKING PER FLOOR NAILING U SCHEDULE FLOOR TRUSS SEE ' FRAMING PLAN FOR p �/J Z CONNECTION INFO LL � W Z�Bt O sz U UjZ T SIMPSON LSTA30 w/ O� J` (11) 10d TO STUDS _ U) Q v ABOVE PLATE U.N.O. I-- Z FL GIRDER OR • EAM SEE PLAN U W 0 %�- z �- Z�� O o� V-0 q N W z W Z p U5 W IL Z V D (3) 2X STUDS p W p W z 'S Z W 0 11 z VIA CORNER A -A 0 d' la- ZJ0 W 0GCJ LJ.I O Ln 0 1 — 2X 2ND FLOOR STUDS p 0 00 0 SEE PLAN FOR MORE LU LO LO INFO. U)DJZ _ (n LU �- Q 0 _ W W 0 H H — SEE FLOOR FRAMING p W PLAN FOR FLOOR SYSTEM INFO. -UQ, 0- F - EXTERIOR U) STRUCTURAL ENG: CFG / BAD SHEATHING FINISH Q DRAFTING W/ TOP OF MASONRY P: ATTACHED PER W-STRUCT: JV NAILING SCHEDULE p Fn QC CHECK: LA �U1LD�NQ of JOB No. TM- 2142674 SANFORD = SCALE: AS INDICATED c. ~ DATE: 01/20/2015 <�A$t VH",�i, SD5 ACCOMODATE STRAP TEXTURED CEMTITUOUS WOOD BASE BOARD 1/2" DIA. THREADED ROD WITHIN GIRDER FINISH, 1/2" MIN. ' 6" FROM COLUMN - TRUSS PER THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN (2) SIMPSON LSTA18 pa.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. I CENTERED OR FIBER REINF. CONC. REFER TO FOUNDATION FLOOR W/ (14) 10d NSTRAPS AILS ON 6 MIL. VAPOR BARRIER I PLAN FOR FTG. INFORMATION SEE TRUSS VERT. #5 IN FILLED CELL 3-1/2" CONC. SLAB ( LAYOUT FOR (2) SIMPSON META16 FIN. FLR. HANGER - - - - FLOOR TRUSS TO MASONRY WALL 0'-0" GRADE bo �� SEE SHEET SD1 FOR FTG DETAILS I I.:: I "X° I i., f % a.: _ = - -_ • _ MASONRY WALL � '�• CLEAN COMPACTED ..._ POISON TREATED FILL TRUSS PER PLAN A"So TYPICAL WALL SECTION4so 2 -STORY COLUMN "S,WALL TO FLOOR TRUSS4SO4SECTION CORNER FRAMING ,AT . 2 STORY CMU / FRAME SCALE: 3/4" _ V -o" @ GIRDER SCALE: 3/4" _ ,'-1)" CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4 =1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. its strictly prohibited. SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d W �n X 11 /2" @ 24" O.C. Q N (2) 2x SPF TOP PLATE Q co U.N.O. ON PLAN (2) 2X HEADER - SEE 2ND FLOOR PLAN FOR MIN. - --- - - HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET W AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) z M 10d TOENAILS. 0 0 EXTERIOR HEADERS OPENINGS LESS THAN W 4FT (1) 2x SILL PLATE w/ U (2) 10d TOENAILS. (D I, j OPENING LARGER THAN Z V 4FT (2) 2x SILL PLATE w/ W W A35 CLIPS EACH SIDE w/ Z) C) 2x CRIPPLES @ 16" O.C. p w/ (2) 10d TOENAILS T&B p � (PLYWOOD SHEATHING REQ'D T&B) 0 W SEPARATE SHEATHING U_ UNDER WINDOW � 0 SEE DETAIL WS11/SD5 N FOR MORE INFO = LLI LL H I� O LH Ln CL d 2X TOP & BOT. RI ®® ••, ®� !,0 CONT. .•` NL �""• w o ;`•°W e cq z z PROVIDE BLOCKING 0 R U �. BELOW JAMBS 41 0« ;;= . ' it QLL W CL u SIMPSON LSTA30 w/ (22) 10d NAILS (MAY BE OU ANGLED UP TO 10-) SOLID SHEATHING z @ HEADER Q Q''dr N C6 c5 SIMPSON SP4 w/ (6) w * 4 10dx11/2"@24"0.C. n O a o 2 2x PFT P PLATE U_ + � O4 (2) 2X HEADER -SEE 2ND FLOOR PLAN FOR MIN. Z Q HEADER SIZE & REQ'D JAMB STUDS a m LLI DECKING PER FLOOR NAILING U SCHEDULE FLOOR TRUSS SEE ' FRAMING PLAN FOR p �/J Z CONNECTION INFO LL � W Z�Bt O sz U UjZ T SIMPSON LSTA30 w/ O� J` (11) 10d TO STUDS _ U) Q v ABOVE PLATE U.N.O. I-- Z FL GIRDER OR • EAM SEE PLAN U W 0 %�- z �- Z�� O o� V-0 q N W z W Z p U5 W IL Z V D (3) 2X STUDS p W p W z 'S Z W 0 11 z VIA CORNER A -A 0 d' la- ZJ0 W 0GCJ LJ.I O Ln 0 1 — 2X 2ND FLOOR STUDS p 0 00 0 SEE PLAN FOR MORE LU LO LO INFO. U)DJZ _ (n LU �- Q 0 _ W W 0 H H — SEE FLOOR FRAMING p W PLAN FOR FLOOR SYSTEM INFO. -UQ, 0- F - EXTERIOR U) STRUCTURAL ENG: CFG / BAD SHEATHING FINISH Q DRAFTING W/ TOP OF MASONRY P: ATTACHED PER W-STRUCT: JV NAILING SCHEDULE p Fn QC CHECK: LA �U1LD�NQ of JOB No. TM- 2142674 SANFORD = SCALE: AS INDICATED c. ~ DATE: 01/20/2015 <�A$t VH",�i, SD5 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" PT FURRING @ 16 2X 2nd FLOOR WALL W/ SIMPSON SP2 - P1 BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W O.C. MAX. TEXTURED STUCCO 2x BASE PLATE w/ (2) 12d @ TOP & S @ ATTACH PER NAILING SCHEDULE FOR CONNECTION & ' o FINISH, 7/8" MIN. THK. NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @BASE. SPACING. Q USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS _ 2x8's @ 16" O.C. APPROVED BLDG. (WHEN WALL IS CONT. BRG ON ROOF SHEATHING 0 LSTA18 TO BLOCKING ATTACH PER NAILING MAX (U.N.O:) WRAPTRUSS STRAP STUDS w/ LSTA18 @ BELOW. NOT REQ'D IF SCHEDULE HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) 1/2" GYP. BD. HILI G MTS12 OR LSTA18 ATTACH PER N N 2X BLOCKING W/ (2) 12d PRE-ENGINEERED TRUSS -SEE 2X4 CONT. W/ (2) 12d Q SCHEDULE TOENAILS EACH END PLYWOOD FLOOR N T ACH TUD F- (2) 2x4 #2 SYP BLOCKING FRAMING PLA NAILS O E S z MSTAM24 EACH SIDE _2 ATTACH PER NAILING w/ SIMPSON HUC24 SCHEDULE OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & TRUSSSIMPSON H2.5 EA. cn WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS.Uj TRUSS „ 2x8 #2'SYP SILL PLATE W/ Z 2X6 #2 SYP CONT. LEDGER W/ (2) %a x3 10d NAILS AND (5) �: ANCHOR BOLT OR UNDER WINDOW JAMBS �• „ � „ 0 MIN. 7" SDS WOOD SCREWS @ 16 O.C. MAX. & / EPDXY ANCHOR DR w 1/4"x2 3/4 TAPCONS J BOLT W/ USE (2) 2x6 w/ HUC26-2. p 1-- 3 FROM EA. END - USE (3) SCREWS J -BOLT @ 32 O.C. W/ MIN. ' (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32 O.C. LOW ROOF TRUSS SEE „ o " EACH END LAN FOR FLOOR TRUSS SEE PLAN FOR 24 O.C. 7 EMBEDMENT & 6 FROM U — BUILT-UP STUD & 3 FROM E C TRUSS P EACH END O COLUMNS PT 2x8 BOTTOM CONNECTION INFO (D V PLATE � O.S.B. TO OVERLAP R 6RdSEE PLAN o ' _ LEDGER PER PLAN BOTTOM PLATE 1 1/4 RECESS LEDGER INTO SIMPSON LUS26. USE p W TRUSS. VERIFY W/ SHOP LUS26-2 FOR 2PLY TRUSS a - W 1x PT NAILER (MIN.) m C) a LOW ROOF TRUSS SEE DRAWINGS 2x8 LEDGER W/ MIN. (4) 16d NAILS °• C.M.U. WALL SEE PLAN Q TRUSS PLAN FOR PT FURRING p @ 24" - TO EACH STUD AT EACH SIDE OF FOR MORE INFO. CONNECTIONS IF MASONRY WALL SEE 2 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT O.C. MAX. � CONT. #5 IN TIE BEAM C C) TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) O ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN U a w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS d MASONRY USE HETA16 U_a 8„ CMU WALL TEXTURED CEMENT- @ 24" O.C. OPT. TRUSS RECESS LEDGER o f ITIOUS FINISH, 1/2" MIN. > THK. C14 ,W SECTION COMBO rLDO3� SECTION AT OPEN TO ABOVELD01 LEDGER AT GIRDER F02 WALL SPLICE S10 _ SCALE: 3/4" = V-0,. LEDGER SCALE: 3/4" V-0" (n SCALE. 3/4"-1-0 DETAIL SCALE. 11/2" -1-0 TRUSS O u.i o�f,f,ttttei��� a �� ®a' •aru,aa ` ,�I' ems— Of V s •r I CSCIO w o '..tea .:,a lgti a �„Y- V 2X WALL W/ SIMPSON SP2 2x4 BLOCKS, 2 16d NAILS @ 2X4 #2 SYP NAILER TO STUDS W/,� ,.` N EXTERIOR SHEATHING @ C )CA SHEATHING PER 3-16d EA. STUD ATTACH TRUSS !.1 ATTACH PER NAILING TOP & SPI @ BASE. LSTA19 EACH END. BLOCK ADJACENT EXT. SHEATHING PLAN ATTACH PER @ G " `� OR MTS12 MAY BE USED BAYS EACH DIAGONAL AS SEE 2ND FLOOR WALL TO NAILER W/ (3) 10d TOE NAILS: r r ` ('' SCHEDULE °� ATTACH PER 2x4 NAILER w/ (2) NAILING SCHEDULESb BASE. „ _ SHOWN. FASTEN ROOF ; ° ,. r� .+, 'e .. 2X8 16 O.C. SEE FRAMING `---- SECTION FOR ADDITIONAL @ NAILING 10d NAILS 16 O.C. ROOF AND EXTERIOR i @ SHEATHING TO BLOCKS w/8d INFORMATION l � �> � ,, ��� "'� J p tai YO' 2X4 2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE SHEATHING ATTACHED `���i LL C2) # W 2 12d NAILS @ 6 O.C. ♦ o �e , .. SIMPSON HUC24-2 EA. END 2X BLOCKING / C) 2x4 STUDS 16" O.C. PER NAILING SCHEQULE �0 '. o��, W/ (4) 10d & (2) 10d NAILS. TOENAILS EACH END @ USE 2 2X6 W/ HUC26-2/-2x BASE PLATE W/ (2) 12dO1/2" GYP. BOARD 2X8 #2 SYP CONT. LEDGER W/ \ NAILS 12 O.C. (5) 16d NAILS BRACE w w ,UNDER WINDOW JAMBS. @ SIMPSON H2.5 "'`'" (4) 16d NAILS.. ATTACH NAILS d TO BLOCKING INTO END OF EA. FLOOR TRUSS, 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TRUSS TO „ O PROVIDE 2x4 BRACE TO EACH LEDGER 24 O.C. MAX. (INSTALL (4) NAILS U STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE 2x6#2 SYP CONT. LEDGER w/ (2) FOR MORE INFO. ADJACENT DIAGONAL, FASTENAT EA. SIDE OF G.T.) p rf EACH END /a x3 SDS WOOD SCREWS @ 16"--- z` ALL THREAD ROD TO DIAGONAL w/ 2 16d NAILS O C) O.C. MAX - EQUALLY SPACED & 3" :__ N @ 48 O.C. ER -USE 3 SIMPSON LUS26 OR IF 2 -PLY - TRUSSES PER PLAN FROM END OF LEDGER O M REQUIRED TRUSS SIMPSON LUS26-2 r PLATE SKEWS IF 24 O.C. S Q a : `- 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM LEDGER TRUSS TO LEDGER w o w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE I--' „ o RECESSED INTO SEE FLOOR FRAMING PLAN & d BOLT OR J -BOLT W/ MIN. 7 TOP PLATE w/ 16d NAILS WALL BRACING @ 48 O.C. MAX. 45 FROM TRUSS.. VERIFY w/ WS11/SD5 FOR MORE INFO. Q � �� .� 0 EMBEDMENT @ 32 O.C. & 3 @ 6 O.C. HORIZONTAL (/ 10) BRACE NOT REQUIRED SHOP DRAWINGS VERIFY PLAN FOR LOCATION •.. `' � 8" CMU WALL TYP U r� c� FROM EACH END 2 2X4 TOP PLATE 6 FROM EAVES. AND DIRECTION (IF PARALLEL u C) SEE WS10/SD5 FOR BLOCKING O m 4° U) +' PRE-ENGINEERED TRUSS - a OVERLAP BOTTOM PLATE 1 1/4 MIN. INFO. C7 U °. 2X BEARING WALL O.S.B. TO OV (MIN.) Z SEE FRAMING PLAN FOR e C.M.U. WALL WITH ROOF LOAD O ' RECESS LEDGER SPACING &CONNECTION SEE PLAN OPT. TRUSS C A C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ L O INFO. °. � 1/4„ > � ❑ x 3-1/2„ SIMPSON SDS SCREW @ 16„ O.C.o O °- Q_ w SECTION AT RAISED4F1SECTION AT OPEN ABOVE41=1 2 STORY FRAME WALL LD04 SECTION AT LOW ROOF S1 _ ,� „ _ ,_ „ SCALE: 3/4”=1'-0” U SCALE. 3/4 -1-0 SCALE. 3/4 -1-0 SCALE. 3/4 1 0 HEELTRUSS BRACING DETAIL p z SEE PLAN FOR DEPTH 10 OF LANDING J CO cng.r A o Lu r'` PLYWOOD SHEATHING Z 1 L I FOR Q FLOOR SYSTEM NAILS 16 O.C. MAX. TO SEE 2nd FLOOR PLAN O W @ SEE ELEV. O I KNEEWALL OR BEAM APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION I EACH STUD. ((2� 1/4 x 3 1/2 p PLAN VIEW LANDING „ p W -MAX, TITENS @ 16 O.C. M . FOR z MASONRY WALL) 2x #2 SPF STUDS @ 16 O.C. w/ EXTERIOR � Z I (2) 2x SPF 1 1 1 3/4 PLYWD. DECKING SHEATHING FROM TOP OF WALL TO LU O MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR TOP PLATES I I I WINDOW ATTACHMENT INFO. IF WALL F"' GIRDER TRUSS w/ (4) EQUALLY W W O � „ „ 2x BLOCKING w/ 2 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE 0 1 I SPACED 1/2 x 4 BOLTS, TOE NAIL C) z Z�.. 1 N TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW e( Z I I STRINGERS TO LEDGER w/ (2) 16d Q WALL SHEATHING IS ...1 - B I` NAILS � -� , FLOOR SYSTEM Q STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ � .. PER PLAN I- Co 1 I LINE ELT _ ... Q''LL,I 1 2x STUDS SEE PLAN 2 2x HEADER ARE PARALLEL 0 WALL 1 I o I � � p EE FLOOR S ROOF SHEATHING ATTACHED PER NAILING p Q 1 I PLAN FOR MORE SCHEDULE Hp O coINFO I W) RISERS PLYWOOD FLOORING SEE w cm 1 1 FLOOR FRAMING PLAN l 1 1 FOR MORE INFO cn -� 'Z I O LATE SEE TREADS 2x BASE PLATE w/12d 24 O.C. w 1- 2x P.T. BASE P 1 @ W 1 9:0 FLOOR SYSTEM BELOW U BEARING SCHEDULE 1 i 1 W �.❑O FOR A.B. INFO O w 4 SEE PLAN FORI'- H 1 I I DIRECTION& MORE. INFORMATION SEE FOUND: PLAN FOR FTG. REQ. 2x12 STRINGERS ONE ON EACH SIDE AND F- 1/2" STRUCTURAL ENG. CFG /BAD ONE @ FLOOR GIRDER SEE 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4 2 ATTACH SEE TRUSS LAYOUT FOR TRUSS PLAN FOR. CONNECTION Q DRAFTING.. SCHEDULE ON FLOOR PLANS FOR CTOP PLATETO HEADER WITH LSTA12 BENT LOCATION & CONNECTION INFO 0 0 MORE INFO MAX 5 FROM KING OVER W/ (5 10d NAILS INTO TOP PLATE - dU1lD/ti z srRucT: iv F ) � w AND 5 10d NAILS INTO HEADER STUD C) � QC CHECK: LA SAN to 1ST IFp R U LU HEADER SITS OVER SEE CHART. FOR REQUIRED IF 2ND FLOOR,JOB No. TM -.2142674 DF CONTACT EOR TO a B FLOOR HEADER CO NT DS TO KINGS # OF STUDS _ � . K5 / ASE �z _ JACKS P.T. 2x4 LET IN B SCALE. O @ AS INDICATED O SPACING REVIEW THREADED ROD SPAC MATCH BETWEEN FLOORS OF STRINGERS. FASTEN TO / 1 FLOOR w/(4) DATE: 01/2020 1/4"x3" TAPCONS 5 SHEATHING 1 PROVIDE EXTERIOR 2 _(SR01GENERAL LANDING GEN4F1TYPICAL .WALL n STORY RY I N TERIO R BRG. ATTACHED PER NAILING SCHEDULE 2d LE: 314 =1-0 I F 1 SCA . „ _ FOR EXTERIOR 2 STORY WALLS FRAMING INFO SCALE. 314 -1-0 _ _ STAIR FR /4 , 0 S SECTION SCALE. 3 SD6 WALL &.EXTERIOR _ Y _ i i prohibited. INC. strictly o R ASSOCIATES, s without the expressed, written consent of MONTA CONSULTING. & DESIGN, OF WM & ASSOCIATES, INC. An use duplication, or transfer of these documents t y p • in thus document Is copyrighted and is the exclusive property of :MON TA CONSULTING &DESIGN, OF WMR & ASSOC y p p COPYRIGHT MCD 2014. The Information.. contained OVER LANDING 1 O ll� ,- 1 (2) 2x SPIF 1 1 I W Z 1 I 1 I TOP PLATES 1 FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN I I 1 U � 0 (2) 2x HEADER I I I 2x STUDS SEE PLAN 1 I NOTES FOR MORE INFORMATION SEE FLOOR I I A35/USP MP34 CLIP TO SYSTEM & 1 12 PRE ENGINEERED WD 1 w _ PLAN FOR MORE FLOOR 2x8 #2 SYP JOISTS @ TRUSSES @ 24 O.C. INFO 1 1 I I LANDING FRAMING 1 1 _ LANDING @ 16” O.C. w/ FIBERGLASS SHINGLES OR 1 �- B 1 1 1 I 1 1 o SIMPSON A35/USP MP34 TILE VERIFY WITH ELEVATION 1 Uj 1 I 1 2x SPF sS c� OR LUS26 HANGER ON z TRUSS ANCHOR SEE PLAN I U W � H BASE PLATE � p0 - EACH SIDE PRE-ENGINIEERED 1 L I FOR Q FLOOR SYSTEM NAILS 16 O.C. MAX. TO SEE 2nd FLOOR PLAN O W @ SEE ELEV. O I KNEEWALL OR BEAM APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION I EACH STUD. ((2� 1/4 x 3 1/2 p PLAN VIEW LANDING „ p W -MAX, TITENS @ 16 O.C. M . FOR z MASONRY WALL) 2x #2 SPF STUDS @ 16 O.C. w/ EXTERIOR � Z I (2) 2x SPF 1 1 1 3/4 PLYWD. DECKING SHEATHING FROM TOP OF WALL TO LU O MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR TOP PLATES I I I WINDOW ATTACHMENT INFO. IF WALL F"' GIRDER TRUSS w/ (4) EQUALLY W W O � „ „ 2x BLOCKING w/ 2 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE 0 1 I SPACED 1/2 x 4 BOLTS, TOE NAIL C) z Z�.. 1 N TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW e( Z I I STRINGERS TO LEDGER w/ (2) 16d Q WALL SHEATHING IS ...1 - B I` NAILS � -� , FLOOR SYSTEM Q STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ � .. PER PLAN I- Co 1 I LINE ELT _ ... Q''LL,I 1 2x STUDS SEE PLAN 2 2x HEADER ARE PARALLEL 0 WALL 1 I o I � � p EE FLOOR S ROOF SHEATHING ATTACHED PER NAILING p Q 1 I PLAN FOR MORE SCHEDULE Hp O coINFO I W) RISERS PLYWOOD FLOORING SEE w cm 1 1 FLOOR FRAMING PLAN l 1 1 FOR MORE INFO cn -� 'Z I O LATE SEE TREADS 2x BASE PLATE w/12d 24 O.C. w 1- 2x P.T. BASE P 1 @ W 1 9:0 FLOOR SYSTEM BELOW U BEARING SCHEDULE 1 i 1 W �.❑O FOR A.B. INFO O w 4 SEE PLAN FORI'- H 1 I I DIRECTION& MORE. INFORMATION SEE FOUND: PLAN FOR FTG. REQ. 2x12 STRINGERS ONE ON EACH SIDE AND F- 1/2" STRUCTURAL ENG. CFG /BAD ONE @ FLOOR GIRDER SEE 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4 2 ATTACH SEE TRUSS LAYOUT FOR TRUSS PLAN FOR. CONNECTION Q DRAFTING.. SCHEDULE ON FLOOR PLANS FOR CTOP PLATETO HEADER WITH LSTA12 BENT LOCATION & CONNECTION INFO 0 0 MORE INFO MAX 5 FROM KING OVER W/ (5 10d NAILS INTO TOP PLATE - dU1lD/ti z srRucT: iv F ) � w AND 5 10d NAILS INTO HEADER STUD C) � QC CHECK: LA SAN to 1ST IFp R U LU HEADER SITS OVER SEE CHART. FOR REQUIRED IF 2ND FLOOR,JOB No. TM -.2142674 DF CONTACT EOR TO a B FLOOR HEADER CO NT DS TO KINGS # OF STUDS _ � . K5 / ASE �z _ JACKS P.T. 2x4 LET IN B SCALE. O @ AS INDICATED O SPACING REVIEW THREADED ROD SPAC MATCH BETWEEN FLOORS OF STRINGERS. FASTEN TO / 1 FLOOR w/(4) DATE: 01/2020 1/4"x3" TAPCONS 5 SHEATHING 1 PROVIDE EXTERIOR 2 _(SR01GENERAL LANDING GEN4F1TYPICAL .WALL n STORY RY I N TERIO R BRG. ATTACHED PER NAILING SCHEDULE 2d LE: 314 =1-0 I F 1 SCA . „ _ FOR EXTERIOR 2 STORY WALLS FRAMING INFO SCALE. 314 -1-0 _ _ STAIR FR /4 , 0 S SECTION SCALE. 3 SD6 WALL &.EXTERIOR _ Y _ i i prohibited. INC. strictly o R ASSOCIATES, s without the expressed, written consent of MONTA CONSULTING. & DESIGN, OF WM & ASSOCIATES, INC. An use duplication, or transfer of these documents t y p • in thus document Is copyrighted and is the exclusive property of :MON TA CONSULTING &DESIGN, OF WMR & ASSOC y p p COPYRIGHT MCD 2014. The Information.. contained OVER LANDING O ll� ,- W Z STANDARD (3) 2X12 `� FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN U � 0 STRINGERS w/ SIMPSON NOTES FOR MORE INFORMATION J A35/USP MP34 CLIP TO SYSTEM & 12 PRE ENGINEERED WD w _ 0 Q v FLOOR 2x8 #2 SYP JOISTS @ TRUSSES @ 24 O.C. -Z 0 LANDING FRAMING _ LANDING @ 16” O.C. w/ FIBERGLASS SHINGLES OR �- U o SIMPSON A35/USP MP34 TILE VERIFY WITH ELEVATION Uj sS c� OR LUS26 HANGER ON z TRUSS ANCHOR SEE PLAN U W � H � p0 - EACH SIDE ( ) z 4 J Z 2 2X12 REQ'D END OF o @ � z o r^ F-V, 0 LANDING FOR STRINGERS Z:5 ROOFING FELT — TO CONNECT TO w/ (2)U 5U_ o- p APA STRUCTURAL SHEATHING.: O 1— N ; SIMPSON A35/USP MP34 ww ATTACHED PER NAILINGSCHEDULE U W EACH END TO LEDGER cnz SEE PLAN FOR MASONRY W WALL OR WOOD WALL p W MIN. (3) 2x STUDS REQ, D @ (2) 2x TOP PLATE 0 0 END OF LANDING w/ MIN. (6) d 16d NAILS FROM LEDGER TO V STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY(2) 2x HEADER SEE PLAN FOR O Z _ WALL) CONT LEDGER w/(3) 16d O.H. MORE INFO &CONNECTIONS p 1 L I FOR Q FLOOR SYSTEM NAILS 16 O.C. MAX. TO SEE 2nd FLOOR PLAN O W @ SEE ELEV. O I KNEEWALL OR BEAM APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION I EACH STUD. ((2� 1/4 x 3 1/2 p PLAN VIEW LANDING „ p W -MAX, TITENS @ 16 O.C. M . FOR z MASONRY WALL) 2x #2 SPF STUDS @ 16 O.C. w/ EXTERIOR � Z I (2) 2x SPF 1 1 1 3/4 PLYWD. DECKING SHEATHING FROM TOP OF WALL TO LU O MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR TOP PLATES I I I WINDOW ATTACHMENT INFO. IF WALL F"' GIRDER TRUSS w/ (4) EQUALLY W W O � „ „ 2x BLOCKING w/ 2 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE 0 1 I SPACED 1/2 x 4 BOLTS, TOE NAIL C) z Z�.. 1 N TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW e( Z I I STRINGERS TO LEDGER w/ (2) 16d Q WALL SHEATHING IS ...1 - B I` NAILS � -� , FLOOR SYSTEM Q STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ � .. PER PLAN I- Co 1 I LINE ELT _ ... Q''LL,I 1 2x STUDS SEE PLAN 2 2x HEADER ARE PARALLEL 0 WALL 1 I o I � � p EE FLOOR S ROOF SHEATHING ATTACHED PER NAILING p Q 1 I PLAN FOR MORE SCHEDULE Hp O coINFO I W) RISERS PLYWOOD FLOORING SEE w cm 1 1 FLOOR FRAMING PLAN l 1 1 FOR MORE INFO cn -� 'Z I O LATE SEE TREADS 2x BASE PLATE w/12d 24 O.C. w 1- 2x P.T. BASE P 1 @ W 1 9:0 FLOOR SYSTEM BELOW U BEARING SCHEDULE 1 i 1 W �.❑O FOR A.B. INFO O w 4 SEE PLAN FORI'- H 1 I I DIRECTION& MORE. INFORMATION SEE FOUND: PLAN FOR FTG. REQ. 2x12 STRINGERS ONE ON EACH SIDE AND F- 1/2" STRUCTURAL ENG. CFG /BAD ONE @ FLOOR GIRDER SEE 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4 2 ATTACH SEE TRUSS LAYOUT FOR TRUSS PLAN FOR. CONNECTION Q DRAFTING.. SCHEDULE ON FLOOR PLANS FOR CTOP PLATETO HEADER WITH LSTA12 BENT LOCATION & CONNECTION INFO 0 0 MORE INFO MAX 5 FROM KING OVER W/ (5 10d NAILS INTO TOP PLATE - dU1lD/ti z srRucT: iv F ) � w AND 5 10d NAILS INTO HEADER STUD C) � QC CHECK: LA SAN to 1ST IFp R U LU HEADER SITS OVER SEE CHART. FOR REQUIRED IF 2ND FLOOR,JOB No. TM -.2142674 DF CONTACT EOR TO a B FLOOR HEADER CO NT DS TO KINGS # OF STUDS _ � . K5 / ASE �z _ JACKS P.T. 2x4 LET IN B SCALE. O @ AS INDICATED O SPACING REVIEW THREADED ROD SPAC MATCH BETWEEN FLOORS OF STRINGERS. FASTEN TO / 1 FLOOR w/(4) DATE: 01/2020 1/4"x3" TAPCONS 5 SHEATHING 1 PROVIDE EXTERIOR 2 _(SR01GENERAL LANDING GEN4F1TYPICAL .WALL n STORY RY I N TERIO R BRG. ATTACHED PER NAILING SCHEDULE 2d LE: 314 =1-0 I F 1 SCA . „ _ FOR EXTERIOR 2 STORY WALLS FRAMING INFO SCALE. 314 -1-0 _ _ STAIR FR /4 , 0 S SECTION SCALE. 3 SD6 WALL &.EXTERIOR _ Y _ i i prohibited. INC. strictly o R ASSOCIATES, s without the expressed, written consent of MONTA CONSULTING. & DESIGN, OF WM & ASSOCIATES, INC. An use duplication, or transfer of these documents t y p • in thus document Is copyrighted and is the exclusive property of :MON TA CONSULTING &DESIGN, OF WMR & ASSOC y p p COPYRIGHT MCD 2014. The Information.. contained