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214 Big Spring Ter 15-2891 (new sfh) (a)
i A ON5T UCTION NOT E5: � 5: C R � CTIONS F TO F..C.R - 5TH EDITION (2014) 1 CHAPTERS AND 5E REFER � NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS LOT 117 THORNBROOKE 40 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCGUP ANCY AND CONSTRUCTION TYPE:: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, ON C CEILING CON5TRUCTION: ; DARLINGTON 2585 ELEVATI 1. THE GARAGE SHALL BE SEPARATED FROM THERESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE REqE 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 IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. _EXTERIOR l N15FI E5: 1 A5 C 10 3. . LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R. 5TH EDITION 12014) R103b. AND TM 6 INSTALLATION OF EXTERIOR L .C, GARAGE RIGHT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO 5E PER F .5 R 5TH EDITION (2014) 8103:6.2 AND ASTM G 926. S: 5TUCCO CONTROL JOINT THAN 144 S.F. T WA 5 TO DELINEATE AREAS NOT MORE N STUCCO CONTROL JOINTS TO BE INSTALLED PER AST9'1 C 1063 06 (1,11.4.1 TNRIJ 1,11,4,4) A FRAMED LL DEL E T 18'FT.IN 5.F FOR HORIZONTALA IGATIDNS, DISTANCE BETWEEN CONTROL JOINTS SHALL NO EXCEED AND DELINEATE AREAS NOT MORE THAT 100 R PPL CEILING F MING 0 FURRING CHANGE EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 I/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERERA R RR 0 F MES SHA BE CONSIDERED A5 TAYLOR MORRISON' DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHTD OR RA LL CONTROL JOINTS, EGRE55: 1. ACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW E MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FL A5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE THORNBRO4OKE 0 s L OR DIRECTION, AND AROUND ROOF OPENINGS. T 2. APPROVED CORRO6ION-RE515TANr FLASHING SHALL BE APPLIED SHINGLE. FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE E F TH .COMMUNITY SPECIFIC T FLASHING SHA. EXTEND TO THE SURFACED E WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. NEL NG LL E : T A QUI LOCATIONS PER 8103.8. REDRAW NOTES - PLAN REVISIONS DRAWING INDEX EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED A ALL REQUIRED STANDARD SPECIFICATIONS WINDOW LL IN5TA ATION: S. WRITTEN INSTALLATION 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH. THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION UJR E LL q CATIONS COV - DOWNSPOUTS GENE RAL — 4B UPPER FLOOR ELECTRICAL PLAN NOTES, K ro pw MECHANICAL AND HVAC: 150 STATE STREET EAST OLDSMAFt FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX INDEX, rLO Uo �o 01 ECI FI IRED CONSTRUCTION, OTHER APPLIANCES, 0 ANY OTHER PIPING 0 DU T5 NOT .CONNECTED TO THE APPLIANCE BEING INSPECTED, SEVIGED REPAIRED, OR REPLACER A LEVEL WORKING SPACE AT LEA5T, 30 INCHES (162 mm) DEEP AND 30 INCHES 062 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE coN� CONTROL SIDE TO SERVICE AN APPLIANCE. INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FDR EACH WINDOW. _ SLAB INTERFACE PLAN DWELLING /GARAGE OPENINGS: 2A1 - MAIN FLOOR PLAN NOTES I WITH SOLID WOOD DOORS NOT LE55THAN 13/8 IN THICKNESS, SOLID GORE THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL 5E EQUIPPED lS.CJ OR HONEYCOMB CORE, STEEL DOORS NOT LESS THAN 1318 THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH ASELF-CLOSING DEVICE. 2A2 MAIN FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2B1 — UPPER FLOOR PLAN .NOTES A5PNALT 5HINGLE5 (IF APPLICABLE) 1: WIND RESISTANCE of ASPHALT SHINGLES, ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND RW5.2b1 2B2 _ lORPLAN DIMENSIONS UPPER FLO 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF P FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LES$ THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12); TWO LAYERS OF F R PLANS EXAMINER a 1 � Z� S HA TO THE OUTDOORS. AIR SHALL NOT BE REMOVED Y EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISC RGED E p l OUTDOOR DISCHARGE. THE AIR RE ED B ' Y A5TM . 48.9 TY I OR TYPE 11 OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH UNDERLAYMENT COMPLYING WITH. ASTM D 226, TYPE I OR TYPE II, q 6. , PE 2C PLAN DETAILS SECTION 8905.21. 3Cl—,FRONT ELEVATION DETAILS LS CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) :' i_ u 1, STA A OR OPTIONAL FIREPLACE" IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 0 PAST THE HIGHER POINT WHERE IT EXTENDS WHEN STANDARD SPACE, OR OTHER AREAS INSIDETHE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES PRYER EXHAUST DUCT SHALLNOT EXCEED 35 FEET FROM THE DRYER LocaT10N To THE WALL APERMfT ISSUED SHALLBECONSTR ED TO BE A 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: r FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXCEPTION. WHERE A CLOTHES DRYER 8005 ER LLED AND BUILDING SECTION 1. CEMENT,FI5ER-CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH'A5TM C1288, CI325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND 30 - FLASHING DETAILS WALL PANELS IN SHOWER AREAS. OT CTION: 3C4 - FLASHING DETAILS TERMITE PRE 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MAXIMUM WA THICKNESS OF 0 .010 INCH MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION; THE SLEEVE SHALL HAVE A MAX LL , RV D —SOFFIT AND OVERHANG DETAILS AND BE SEALED WITHIN THE A5 USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, ND TERMITIGIDES SHALL BE' APPLIED INSIDE THE SLEEVE. ` HEADS, AN NKLE,R SYSTEM RISERS FOR SPRAYD R 2. PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION / SPRINKLER ROOF SI WHETHER 5Y UNDERGROUND PIPING TAIL SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE DEWALL E - PLAN 4A MAIN .FLOOR ELECTRICAL N 6 INCHES1152 mm) T EAVES 01? 55 THAN UI 1NG5 WITH E E A QUI ON ALL B Lp �- EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS RE REQUIRED — 4B UPPER FLOOR ELECTRICAL PLAN ' A HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON AROOF BOVE ANOTHER ROOF. K ro pw MECHANICAL AND HVAC: 150 STATE STREET EAST OLDSMAFt FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 rLO Uo �o PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. VICE PAIR 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SER. , REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT � AA T 1` IRED CONSTRUCTION, OTHER APPLIANCES, 0 ANY OTHER PIPING 0 DU T5 NOT .CONNECTED TO THE APPLIANCE BEING INSPECTED, SEVIGED REPAIRED, OR REPLACER A LEVEL WORKING SPACE AT LEA5T, 30 INCHES (162 mm) DEEP AND 30 INCHES 062 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE coN� CONTROL SIDE TO SERVICE AN APPLIANCE. RECORD C PY 3, DUCTS IN THE GARAGE AND DUCTSPENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM MTHE GARAGE SHALL 5E CONSTRUCTED OF p000) A MIN,126 GAUGE (0,48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4: FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND N co m " SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS: -DRAIN TO ANY 5. AUXILIARY RAIN PAN. CATEGORY lv GONpEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY PAN WHERE DAMAGE D > t!jM DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED N BUILDING COMPONENT WILL R I OCCUR AS A RESULT OF STOPPAGE IN THE CIN REVIEWED FOR CODE COMPLIANCE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113, _ �?'�.T.- _:_�.. VENTING: EXHAUST FANS AND E PLANS EXAMINER a 1 � Z� S HA TO THE OUTDOORS. AIR SHALL NOT BE REMOVED Y EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISC RGED E p l OUTDOOR DISCHARGE. THE AIR RE ED B ' DATE EXHAUSTED .INTO AN ATTIC, SOFFIT, RIDGE PENT OR CRAWL SPADE. NC o To ANOTHER DWELLING UNIT AND SHALL 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE R R BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILETT ROOMSSNALL NOT ISGNARGE INTO AN ATTIC CRAWL SANF RDB BUILDING DIVISION SPACE, OR OTHER AREAS INSIDETHE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES PRYER EXHAUST DUCT SHALLNOT EXCEED 35 FEET FROM THE DRYER LocaT10N To THE WALL APERMfT ISSUED SHALLBECONSTR ED TO BE A FEET FOR EACH 45 DEGREE D) BEND 5 FEET OR ROOF TERMINATION, THE MAXIMUM LENGTH OTHE DUCT SHALL BE REDUCE[) 25FEE RK AND S NOT LICENSE TO PROCEED WITH THE WORK NO AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET O (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND,. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE'TRANSITION DUCT. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL r FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXCEPTION. WHERE A CLOTHES DRYER 8005 ER LLED NT IT PREVENT ISSUANCE O F A PERM P E R HALL SSU CODES, NO S CO BUILDING OFFICIAL FROM THEREAFTER TU 5INSTALLATION T FAN MANUFAG R WITH THE ODS ER RE T TO, IN ACCORDANCE E B IT 5E TRANSITION DUCT, SHALL 5E PERMITTED EXHAUST DUCT, INCLUDING ANY TRANS D , THE N .PLANS REQUIRING A CORRECTION OF ERRORS > INSTRUCTIONS. WHERE A CLOTHES PRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM 1N WHICH THE PRYER IS CONSTRUCTION OR VIOLATIONS OF THIS CODE LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERSTH WALL, LABEL SHALL BEAR THE WORDS 11TH15 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4.OVI OU EVIG S AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN 1`15G.PR DEL VER D E J08 NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED K ro pw 150 STATE STREET EAST OLDSMAFt FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX rLO Uo �o VVWWI)AVLSBEWS.COM TAMPA • DENVER o � AA T 1` " p " coN� M/ Y/ p000) �,, "" "" •""per � A �e N co m " W > t!jM L L ° U. • Q o 0 �e J -0 V 0 m E Z Hne _ N 7 0 ID 0ne0Viz= Zrf�V J08 NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED COMPACTION TEST ATTENTION GENERAL CONTRACTOR BUILDER. 01 REQUIRED ISSUANCE OF PLANS FROM THIS DRAFTERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND ALL NOTES, VERIFY E , OF 0 IN Results to be Verified TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCYERROR DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 2585 at Slab Ms ection I C S SNA L BE BROUGHT TO THE ATTENTION OF THE DRAFTERS OFFICE FOR P NOTES, DIMENSIONS; 08 ADHERENCE TO APPLICABLE BUILDING ODE L AT TO TH / VISIONS. ANY REVISIONS OR CHANGES NOT RELATED E CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTIONRE , CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT B ECT TO ADDITIONAL FEES. IF ANY THAN THE FT 5 OFFICE THE DRAFTER SHALL NOT BE HELD TITLE 2 8 9 1 MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER E DRA ER , y, Tt 1 5 OV SHEET RESPONSIBLE, COVER S GENERAL NOTES ��IldtN� REV. 01-01-2015 - SNFA ORp Ljoa �F'°A r�rMti � w WS AVIS BEWS DESIGN GROvP 150 STATE STREET EAST OLDSMAFt FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX VVWWI)AVLSBEWS.COM TAMPA • DENVER " p " �,, "" "" •""per � A �e W Q z m Z Hne 0ne0Viz= COMPACTION TEST ATTENTION GENERAL CONTRACTOR BUILDER. 01 REQUIRED ISSUANCE OF PLANS FROM THIS DRAFTERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND ALL NOTES, VERIFY E , OF 0 IN Results to be Verified TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCYERROR DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 2585 at Slab Ms ection I C S SNA L BE BROUGHT TO THE ATTENTION OF THE DRAFTERS OFFICE FOR P NOTES, DIMENSIONS; 08 ADHERENCE TO APPLICABLE BUILDING ODE L AT TO TH / VISIONS. ANY REVISIONS OR CHANGES NOT RELATED E CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTIONRE , CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT B ECT TO ADDITIONAL FEES. IF ANY THAN THE FT 5 OFFICE THE DRAFTER SHALL NOT BE HELD TITLE 2 8 9 1 MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER E DRA ER , y, Tt 1 5 OV SHEET RESPONSIBLE, COVER S GENERAL NOTES ��IldtN� REV. 01-01-2015 - SNFA ORp Ljoa �F'°A r�rMti � w 15'•0" K w C too to 0do 0 N^ 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL oM 813. 925.1800 FAX W W W.DAVISBEWS.COM Y/2 cm ► ;. o:9JM LLST Lm °L • a .���® •®•gyp .°" 0 0 �=m ti aj W O=Co _ O i -L = W .o_m L� �� 0 n 01 TSI 18" H. W.N. PLATFORM ABV. 91 �, Ir `� T PAVERS o I n I o I I I 3'-0" IN OF 3" 8T LINE EEL PIPE FOR CONCRETE 9 -S 31 10 _ �. L�_�J 9 •I 3 9 BOLLARD ABV. BLL RD 20 0 all 8 -7p \ / REF. OF ILS J e ^ p N / \ a_ I IC , �U 31411 � �, WATER 5OFTENER AA SLAB LOOP AND DRAIN Nk 72 PITCH I/8" / FLPROVIDE o _Nv WATER /� ; PITCHZVI o = LINE FOR ICE MAKER // TO DRAIN _ y - U REFERENCE / - o Lu ELEVATION 1/< Z,Lu > - uitu / j u, PAVER DRIVE / LEADWALK NOTE: ir7e ALL SLAB ANGLES ARE AT 45° IUN.O.I r, M 0 P.3 21.511, 3/4 CONDENSATION AIR HANDLER LINES FROM 3,-8„ DRAIN BY PLUMBER UPPER FLOOR M II 3/4" RECE55 FOR ENTRY DR, R E•, 121 -VI 4 P.V.C. .n 28-8 I 10-I1 8 I A� a _ a' PAYERS 3'.0"64" A/C PAD (5EE MECH. 20 II" r_ III � I II 5'-4° 13'-8' rZ I _ CONTRACTOR TILE '^ 3/4" CONDEN5ATION I I 3' 8" 19'-0" FOR LOC.) - SEAT DRAIN BY PLUMBER3/4" CONDENSATION DRAIN BY PLUMBER ABV. rAIR g"*RI 2'-0P.Y.G. HANDLERLAV.LINE5 FROML _ N UPPER FLOOR I t- , W.C.8 _` CM.U. WALL ABV. 8 C.M.U. WALL ABY. 15'•0" BL VI DING v ANFORD oA,� q r,-rM �5 2891 K w C too to 0do 0 N^ 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL oM 813. 925.1800 FAX W W W.DAVISBEWS.COM Y/2 cm ► ;. o:9JM LLST Lm °L • a .���® •®•gyp .°" 0 0 �=m ti aj W O=Co _ O i -L = W .o_m L� �� 0 n 01 BL VI DING v ANFORD oA,� q r,-rM �5 2891 y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 'WENVER.. ► ;. LLST a a .���® •®•gyp .°" W _ O W 0 n 01 TSI BL VI DING v ANFORD oA,� q r,-rM �5 2891 VENT HOOD AND LINE OF 9 4 9 4 9 -4 9 4 2- 26 5H. D YSTACK MICRO TO EXTERIOR R �� A.F.F. A.F. AFF. HD, AT 84" H$. LEDGESTONE O.H.C. O O.H.C. 9'-4 i a I --- ---- COAL. BOTT, OF LINTEL I -) AFF. TOM TYPICAL MASONRY • • x ro r.. WINDOW SCHEDULE U r0 WINDOW WIDTHS � 20 21 31" 53" L .2go 2 WINDOW CALL -OUTS �CCod, • 0 `� _ N � O�Cp 26"12 5H 1/2 32 5H 22 5H 32 5H Lu Z52' = 39" 13 5H 1/2 33 5H 23 5H 33 5H 6 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H i --a z 12" 16 5H 1/2 36 5H 26 5H 36 5H 3: C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, Lu L WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5, 8 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- CSMT, OR FIXED GLA55- F.GJ VENT HOOD AND LINE OF 9 4 9 4 9 -4 9 4 2- 26 5H. D YSTACK MICRO TO EXTERIOR R �� A.F.F. A.F. AFF. HD, AT 84" H$. LEDGESTONE O.H.C. O O.H.C. 9'-4 i a I --- ---- COAL. BOTT, OF LINTEL I -) AFF. TOM JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED AT 8'-0" AFF. I I 18" H. W.H. RANGE r — _.._ — _.._ — — _.. _ PLATFORM ABY. W/ HOOD o o I ARCH FROM I o I - CA IN T5 I A S81 -011I o N B E LINE OF 3" STEEL P VER r0 8 8 I I O WATER Lu A I SOFTENER PIPE FOR CONCRETE o I I — FAMILY ROOM 2c I BOLLARD ABV. 1 LOOP AND LINE of SECOND DINING ,, i \ / KITCHEN , LANAI 19'-6'x14 —0 I „ I DRAIN „ 2—STORY VOLUME FLOOR ABY. 10 —6 x14 —0 I / \ 9'-4" FLAT CLG. 9 —8 x14 —4 I „ 9 —4 FLAT CLG. � I 9'-4" PLT. HT. u, �� I I AA G.C. VERIFY GROWN MOULDING GROWN MOULDING o o _ J 2 5TORY 19 4 = 3C2 AT MAIN LIVING AREA... ' AT UPPERS , I � 1 I I / GARAGE X „ , DAVIS BEWS (DOES NOT INCLUDE CLG. c / - I / 1 I 20 -o x20 -o ,� � „ DESIGN GROUP: G SS CEILING A AS). / _ RECESSED RE ' 1 9 4 PLT. HT. � I� 1I , L _ � INSULATE � I PAVER DRIVE / LEADWALK / I I I ,oI C, WALLS :GPT. TILE 5. 150 sz'n-tE sTx�r EAST T.O.M. I / r rloRron ori TOM I o OPENING 42 H. / +ro 9 4 PENING I STAIR DATA. 0`' ac 813. 925 .1soo TEL 9 4 o�c ARCN FROM 1s . 925.1800 FAX o RAILING o 8 AFF. TO UNDER \ Z IS RISERS AT 8 0 ro 8 8 j / � LINE OF SECOND - I 0 www.anvisaEwscorvc STAIRS T.OM. N u 138 EACH j 9 4 7FRAM�E Im.00° TREADSFLOOR ABV. �`TAMP • RISUP FLU�, I 8 8 FLAT GLG. TO 2 S OR 9 4" AIR HANDLER Q o °•® r N 9 4 SLOPING. I BARREL ARCH o �. .• ,�'' W 9 4 FLAT CLG. CLG. GLG. I VO UME CLC. LINES FROM LINE OF SECOND I . .• p; � I I UPPER FLOOR � 9'-4.1 FROM 8 m FLOOR ABV. � I � `° ® �., �� u� 'G � TO V-811 cv a I L _— - (2) 2-6x8-0 CLC. .� C/1VCD -�L_— _ _ �_ —� ��,�. �� 'r b civ ,� MAIN FLOOR PLAN NOTES SCALE: 114" z 1411 GARAGE RIGHT • • x ro r.. U r0 � N r�A .2go 2 >JM �CCod, • 0 `� _ N � O�Cp � L ►+N p ,o f0 Z52' JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED AT 8'-0" AFF. I I 18" H. W.H. RANGE r — _.._ — _.._ — — _.. _ PLATFORM ABY. W/ HOOD o o I ARCH FROM I o I - CA IN T5 I A S81 -011I o N B E LINE OF 3" STEEL P VER r0 8 8 I I O WATER Lu A I SOFTENER PIPE FOR CONCRETE o I I — FAMILY ROOM 2c I BOLLARD ABV. 1 LOOP AND LINE of SECOND DINING ,, i \ / KITCHEN , LANAI 19'-6'x14 —0 I „ I DRAIN „ 2—STORY VOLUME FLOOR ABY. 10 —6 x14 —0 I / \ 9'-4" FLAT CLG. 9 —8 x14 —4 I „ 9 —4 FLAT CLG. � I 9'-4" PLT. HT. u, �� I I AA G.C. VERIFY GROWN MOULDING GROWN MOULDING o o _ J 2 5TORY 19 4 = 3C2 AT MAIN LIVING AREA... ' AT UPPERS , I � 1 I I / GARAGE X „ , DAVIS BEWS (DOES NOT INCLUDE CLG. c / - I / 1 I 20 -o x20 -o ,� � „ DESIGN GROUP: G SS CEILING A AS). / _ RECESSED RE ' 1 9 4 PLT. HT. � I� 1I , L _ � INSULATE � I PAVER DRIVE / LEADWALK / I I I ,oI C, WALLS :GPT. TILE 5. 150 sz'n-tE sTx�r EAST T.O.M. I / r rloRron ori TOM I o OPENING 42 H. / +ro 9 4 PENING I STAIR DATA. 0`' ac 813. 925 .1soo TEL 9 4 o�c ARCN FROM 1s . 925.1800 FAX o RAILING o 8 AFF. TO UNDER \ Z IS RISERS AT 8 0 ro 8 8 j / � LINE OF SECOND - I 0 www.anvisaEwscorvc STAIRS T.OM. N u 138 EACH j 9 4 7FRAM�E Im.00° TREADSFLOOR ABV. �`TAMP • RISUP FLU�, I 8 8 FLAT GLG. TO 2 S OR 9 4" AIR HANDLER Q o °•® r N 9 4 SLOPING. I BARREL ARCH o �. .• ,�'' W 9 4 FLAT CLG. CLG. GLG. I VO UME CLC. LINES FROM LINE OF SECOND I . .• p; � I I UPPER FLOOR � 9'-4.1 FROM 8 m FLOOR ABV. � I � `° ® �., �� u� 'G � TO V-811 cv a I L _— - (2) 2-6x8-0 CLC. .� C/1VCD -�L_— _ _ �_ —� ��,�. �� 'r b civ ,� MAIN FLOOR PLAN NOTES SCALE: 114" z 1411 GARAGE RIGHT MI 11 1 I . I I I I . I I I 11 I I r---------fr" 15'-0° JOB NUMBER " 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED • • C' X cu r. 0 +I �. L 00 L3�E -.—1 U 0O J � W Q N ' JM d LL V J T 0 0m��p =V. r CM O � I L Z G 2 BEWS GROW 15'-0° JOB NUMBER " 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT DAVIS DESIGN BEWS GROW 150 STATE STREET EAST OUX*VJt., FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER . � o r C • �s ®�'®Aoeas�wa��Qw 0 z �c m cn -roc a �c NO 0 0 Ou MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT I FLU5H FRAME TO FURRING BELOW 1 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS �k I 20" 24" 36" 46" F— CZ WINDOW CALL -OUTS _ �QUJ (" 2011 0 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W N= I Zol-EN " 11 -0 x14 -4 12'-6„x11'-0" = 24" TD BELOW 1820 F.G. 2020 F.G. 3020 F.G. 41020 F.G. AA I 0 36" 3C2 ; 1830 5H 2030 5H 3030 5H 4030 5H aFa z 48" 0 1640 5H 2040 5H 3040 5H 4040 5H Z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 6H 2060 SH 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER OMANUFACTURER AND SPECIFICATIONS. REFER 10 FLOOR PLANS POR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) I FLU5H FRAME TO FURRING BELOW 1 JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED �jILDf: 6 N� S FQJRd o ,. �"A R7M�� #15-2891 UPPER FLOOR PLAN NOTES GARAGE RIGHT I �1 CZ _ �QUJ o > L 0 1 BEDROOM 3 1 N= I Zol-EN " 11 -0 x14 -4 12'-6„x11'-0" TD BELOW 9,^0�� FLAT CLG. ,� 9 -0 FLAT CLG. - AA I s s 2-4x6-8 I 3C2 ; aFa JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED �jILDf: 6 N� S FQJRd o ,. �"A R7M�� #15-2891 UPPER FLOOR PLAN NOTES GARAGE RIGHT MAI All 7LI/Y.9.1 I \ I I I A^I All u u 111 All I I I 111-1)II III . C x 0To I, NN� rn 150 STATE STREET EAST 0U)SMAk FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAV4SBEW&COM Ndo ,�'- TAMPA • DENVER to . M 1 V ` CIOro jL got 15r O -O c °map BEDROOM 3 �l O 0 0 E u.��rn c 0 L *� o�l � Z�2d 10'-1011 2'-411 0 co M '. , II 4 -2 II 1-4I � N — — — — — — — — — — — — — — — — — _' / I , DOM 4 14'-211 n, . C x 0To DAVIS BEWS DESIGN GROW NN� rn 150 STATE STREET EAST 0U)SMAk FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAV4SBEW&COM Ndo ,�'- TAMPA • DENVER to . M 1 V ` CIOro jL got 15r O -O c °map �l O 0 0 E u.��rn c 0 L *� o�l � Z�2d DAVIS BEWS DESIGN GROW 150 STATE STREET EAST 0U)SMAk FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAV4SBEW&COM TAMPA • DENVER ® 1 I T1 got 15r �� O.I•Q.�^ a°rt• ,fill 0 0 0 UP) 0 1 [H -1ll I L I I I_ I I- - -- - - -- . JDB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED _ 08-25-15 REVISED K ro w SLOB lMVJK IN5ULATION ATTIC ACCESS 1.0 J 0 36" H. GONTINUOU5 42" H. 0 J 0) GRASPABLE LOUT 11 ALL 3/4" PLYWD. RAILING DETAIL do O 0M IN MA5TER SUITE 4 0 r, 5CALE: 1/2" - I'-0" LINE OF 6' 8" MIN. HEAD CLEARANCE FLOOR �N�M 6 6C. 0 = ti 0 �1 FLOOR 5Y5TEM 5Y6TEM 0�0 �N = 0 2x 5TRINGER6 0- z v (TYP) 42"H RAILING JDB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED _ 08-25-15 REVISED I I I r4 r 1 II SLOB lMVJK IN5ULATION ATTIC ACCESS 0 36" H. GONTINUOU5 42" H. OPT, 8 TRAY UG. GRASPABLE LOUT 11 ALL 3/4" PLYWD. RAILING DETAIL IN MA5TER SUITE DECKING BEAM BEAM 5CALE: 1/2" - I'-0" LINE OF 6' 8" MIN. HEAD CLEARANCE FLOOR FLOOR 5Y5TEM 5Y6TEM 2x 5TRINGER6 (TYP) 42"H RAILING IF I" N051Nr- OPEN TO FAMILY ROOM (TYP.) 5TORAGE UNDER `! 2x TREADS AND ' 5TAIR5 Ix R15ER5 (TYPJ m MIT I I I r4 r 1 II JOB NUMBER'' 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED z INSERT FOR FRONT x w FRONT ELEVATION_ DOOR (3/4 LITE 0 INSERT - WELLESLEY) p � _ x u.i N^ y QOM > .I THICK `6 �• 00 6 _j 0 0ro C0 3�E 6;; C4 r0 `. 0.-S 0 Z r L v JOB NUMBER'' 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED z INSERT FOR FRONT FRONT ELEVATION_ DOOR (3/4 LITE INSERT - WELLESLEY) SCALE: 1/4" : I'-0° _ x u.i y 3/4" THICK 1�0 = 1 FASCIA OVER 2x6 12 - - - ROOF 8 BANDING SUB -FASCIA (TYPICAL) /7 6� PLT. NT. PLT. WT. FRONT VIEW n 4n n ...150 STATE STREET EAST OLDSMAR, FLORIDA 34677 SIDE VIEW" 3 . 00 1-4 W. x 5'-0" N. BANDING 81 925 13 TEL j L DECORATIVE STUCCO STUGCO (TYP.) 813.925.1800 FAX FIN15N WWW.DAVISBIEW&COM DECORATIVE STUCCO FIXED SHUTTERS FINISH =54"T - ---- � EQ. EQ. 7 14 W x N CORBEL DETAIL i DECORATIVE SCALE: 3/4" : I'-0" T FIXED SHUTTERS Q�• % 4 BANDING 0" b12 (TYP.) v t\p o p . M 12 12 6 Ci ,y o 6 SHINGLE 6 , — SECOND F.F. LINE ROOF SECOND FF. LINE TYP. CROSS-SECTION OF RAISED _ R _ � '�® ► . .� 4 BANDING .� s• •+ TEXTURED FINISH BANDING ANDHH 8 BANDING s w T.011. S BANDING T.O.M. w OR SAND FINISH KEYSTONE — -- `. 2-0 W.x2-6 N. I® . �� _ , �� SET BOTT. of SCALE. 3 - I 0 DECORATIVE CORBEL DECORATIVE BAND AT TOM.. (SEE DETAIL) (TYP.) FIXED 5NUTTER6 all BANDING DECORATIVE CORBEL 4 BANDING (SEE DETAIL) (TYP.) RAISED FOAM 2 —TEXTURED D E RE BANDING (TYP.) FIN15N (SEE DETAIL) l.g a❑❑❑❑❑❑ 4" BANDING SQ. b 6 BANDING u RaNDIN�z, �nnnnn�n ,�-- r G.G. VERIFY GLASS INSERT FOR FRONT FRONT ELEVATION_ DOOR (3/4 LITE INSERT - WELLESLEY) SCALE: 1/4" : I'-0° X15-2891 ELEVATION ficif GARAGE RIGHT X W 12© �GIRDER 6 12 � U o LANAI ROOF TRUSS Q6 GIRDER : J N 0 ------ ------------------ --- --- - ROOP TRUSSES rRu55 h VENT REQUIREMENTS 12 N 6 AT 24" O.C. 12 IOw do VENTILATION CALCULATIONS ' G� �6 Y/ p N (h M ATTIC AREA =139 SQ. FT. 300 = 0.46 SQ. FT. (TYPICAL) �� 0 N , Q / Q ` r0 cv — ! -1 N `2• � �, �' X 144.- 67 SQ. IN. 0 � M 4:12 HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN. C � ~ # UPPER 2/3 ROOF VENTS REQUIRED =1 /2-8TORY O O _j •0 0 6:12 i 6' VOLUME _ I —� HALF AT LOW SOFFIT / EAVE VENTS - 33,36 SQ, IN. B R. 3 L �- t ro � ❑ ❑❑ L0 6:12 ,,, ACTUAL SOFFIT VENTILATION = 74.5 SQ. IN. ,� o •- _,.— ROOF TRUSSES F12 0) l� joi AT 24" O.C. ❑❑ ❑p a o -(TYPICAL)Him 4 '�'�Z ,- � FLOOR SYSTEM JL BEAM �Q r, �- � OHC. ❑❑ �❑ �� �D LINTEL• yd FAMILY JOB NUMBER ' 25002.275 a CAD FILE NAME LOT 117 �v , o GARAGE KI d co ISSUED /S08-25-15 v S 5 1;n REVISED kc A VD Lu UPPER ROOF U—� 6.12. � � .6.12 VENT REQUIREMENTS _, _ _. VENT CALCULATIONS BASED ON THE FOLLOWING _ VENTILATION CALCULATIONS 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT SECTION A 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT ;. I- ATTIC AREA =1465 SQ. FT. / 300 = 4.88 SQ. FT. 50ALE: 1/8I - I" m IF MORE SOFFIT INTAKE VENTING I5 REQUIRED � • X 144 = 703 SQ. IN. REFER TO SHEET "RVD" FOR TILE AND S BOTH HALF AT UPPER2/ 3 ROOF VENTS = 351.60 SQ IN. SHINGLE ROOF APPLICATIONS. # UPPER REQUIRED = 3 2/3 ROOF VENTS RE / Q G.C. VERIFY QUANTITY OF ROOF SOFFIT VENTS HALF AT LOW SOFFIT/ SQ SAVE VENTS = 351.60 . INe REQUIRED, PER MANUFACTURER'S SPECIFICATIONS 12 ACTUAL SOFFIT VENTILATION = 336.3 SQ. IN. OF NET FREE AREA PER VENT. 12 _ 12 12 G.C. VERIFY ALUMINUM SHINGLE Q6 6:12 6:12 6� FASCIA OVER SHINGLE ER 2x6 /7 ROOF IA (TYPICAL) 5UB-FASC 5- T. H PL T_ L_ T _ — PLT. HT. _ C _ DAVIS BEWS ------�---------- t - STUCCO � �. � �, /05TUCCO TEMP. DESIGN GROVP . 6, FINISH «� - -- 6:12 - --- Allm - ------ HATCHING INDICATES FIRE FIN15H �` SHINGLE °' 6:12 '. 1 RATED EAVES (NO SOFFIT ROOF 150 STATE STREET EAST' SECON FF. IN I 12 SHINGLE OLDSMAR,FWRMA 34677 VENTILATION AT THESE _ D LINE C SECOND FF. LINE _ 8 6 ROOF SECOND FF, LINE 813. 925 1300 1-0� AREAS (TVP.) T.O.M. � � 80 .925. ' 1 — _ T.O.M. 92 ir;! v — i� r® - /TEXTURED TEXTURED Lu �, _ FINISH •.� W i FIN15H DRYSTACK �, . .. . • p., i n - - LOWER ROOF CQ TEMP, m LEDGE5TONE + Wb a i 6.12 6:12+ VENT REQUIREMENTS I ,, _ (TYP.) �" / .. c•a Ito0 MAIN FF. LINE MAINF.F.LINE_ems o VENTILATION CALCULATIONS _ _ _ _ _ ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. - - . .. a 114 i 2 m ee . • U X 144 254 SQ. IN. w GRADE LINE TYP�-,� - I � GRADE LINE • . • o- � m some w 00 (ASSUMED) (A55UM ) ` vi: ,� � a ED r• � o RETURN HALF AT UPPER 2/3 ROOF VENTS 126.96 S . IN: � ` tx., / Q ct �" *- 0 _ > e® e _ _ - AT 5 n 8 DE e # UPPER 2 3 ROOF VENTS REQUIRED 1 1 PE / Q ttt L----- --- -- -- --- HALF AT LOW SOFFIT EAVE VENTS =126,96 S . IN. / Q LEFT ELEVATI ON _ ACTUAL SOFFIT VENTILATION 45.1 SQ, IN I m" TVP. SCALE. 1/81'I' -Oil m OVERHANG VERHAN ' AA AT HIP - (UN.O.) 12 12 6D SHINGLE. 12 S16 .ROOF RODF 6� 1 Oo F 1 7 —SHINGLE a SCALE: 1/8" = 14" PLT. HT._ R09 PLT. HT. _ Q 6, co F F STUCCO El FINISH, 12 SECOND FF. LINE 4F�: SHINGLE gu _SECOND FF. LINE rI 11/211 THICK T.011. ROOF- - _ T.O.M. SAND FIN15H -� KEYSTONE � :� TEXTURED TEXTURED' (IF APPLICABLE) - FINISH e FINISH _IP, RAISED O SAND FIN15H TEXTURED BANDING - - - - - --...,,. m TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / ' �' - STUGCO STUCCO STUCCO OR SAND FINISH KEYSTONE FINISH r FIN15H FIN15H SCALE: 3" = 1'-0" SHINGLE 12 SHINGLE ROOF 4OU SECOND FF. LINE ROOF 7 8 _ SECOND FF. LINE g SECOND FF, LINE T.O.h'L _ - • 2585 `r DRY5TACK TYP /TEXTURED /TEXTURED -TEXTURED = LEDGESTONE RETURN FINISH FINISH FIN16H e `r r (rYPJ AT 51pE5 17TLE • MAIN FF. LINE - (UND.) MAIN FF. LINE - - - - - - - - - - - - - - - - - - - - - -- 6�jLDi,�,c SIDES/REAR ELEVATIONS ROOF PLAN GRADE LINE GRADE LINE SANTO DETAILS (ASSUMED) (ASSUMED) Ft0 BUILDING SECTION RIGHT ELEVATION SCALE: I/s" : r -m" X15-2891 ELEVATION 11C if GARAGE RIGHT z w o � x} w z - - - - - --...,,. m TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / ' �' - STUGCO STUCCO STUCCO OR SAND FINISH KEYSTONE FINISH r FIN15H FIN15H SCALE: 3" = 1'-0" SHINGLE 12 SHINGLE ROOF 4OU SECOND FF. LINE ROOF 7 8 _ SECOND FF. LINE g SECOND FF, LINE T.O.h'L _ - • 2585 `r DRY5TACK TYP /TEXTURED /TEXTURED -TEXTURED = LEDGESTONE RETURN FINISH FINISH FIN16H e `r r (rYPJ AT 51pE5 17TLE • MAIN FF. LINE - (UND.) MAIN FF. LINE - - - - - - - - - - - - - - - - - - - - - -- 6�jLDi,�,c SIDES/REAR ELEVATIONS ROOF PLAN GRADE LINE GRADE LINE SANTO DETAILS (ASSUMED) (ASSUMED) Ft0 BUILDING SECTION RIGHT ELEVATION SCALE: I/s" : r -m" X15-2891 ELEVATION 11C if GARAGE RIGHT I \ ,l� I-) r_S r--) II \ ZSHINULL KUU1- 1- CK I I / I I I I . :� ':I . .,b 1 1 1 II 11 JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED •i ----- .. �.. .... ..�..... .�.. rw I. ■ v.wv wr r.w 11. lw ■w■ F 150 STATE STREET EAST R RESISTIVE BARRIER & - i TA E TERIOR. WALL ENVELOPE. THE TAB 2 YR SHINGLE ON 15# 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER RES S NT X ,F1.c,�1rn �s�n 3 5 TEMPORARILY SECURE 813. 925.1300 `TEL.. F FLASHING INSTALLATION HE EXTERIOR WALL FELT OVER ROOF SHEATHING ALLOW FOR LAs L EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R7g3.8. T E 813 . 925 .1800 FAX R F W W W.DAVLSBEW&COM SPECIFIED ON NAILING s T PREVENTS THE ACCUMULATION OF WATER i ENVELOPE. SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT VE H 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER sT SCHEDULE ROOF OVER `r R WITHINT A I TIV BARRIER BEHIND THE EXTERIOR VENEER AS PRE-ENGINEERED ROOF THE LL ASSEMBLY BY PROVIDING A WATER RES S E E ® . 5. FOLD WEATHER RESISTIVE BARRIER BACK HEAD FLASHING L ENTERS THE ASSEMBLY. . s TRUSSES AT 24 O.C. a REQUIRED BY SECTION 8703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT N E •b ®• AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE R % 12 PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED 1N ACCORDANCE b • Eul HURRICANE STRAP PER p'� . ® � �» � H AS WEATHER RESISTIVE m • �s PTC ROOF FRAMING PLAN WITH SECTION 8702.7 OF THE CODE. � PER • BARRIER 5 8703.2 WATER RESISTIVE BARRIER • a� 5 bLu -: e- ONE LAYER OF N0.15 ASPHALT. FELT FREE FROM HOLES AND BREAKS COMPLYING WITH ASTM D 226 FOR TYPE 1 .� � .. a (yP �' ._ SILL PLATE FELT OR OTHER APPROVED WATER RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALLSEE DETAIL B � P LY WIT THE PPER LAYER LAPPS 0 FOR OPTIONS) EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTAL H U D r, 1 5 OVER THE LOWER LAYER NOT LESS 2 INCHES (51 M . WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT , BRG. HGT. _ LESS THAN 6 INCHES 1.52 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ' P 0 P EDGE "IMANNERTO E T THE ALUM DRI WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MEET 4 „t CORNER PATCH REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8703.1. 2x6. FASCIA 2 0 R703.8 FLASHING -F N MANNER T PREVENT VENTED ALUM. SOFFIT --- FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION A IO 4. 1 �. ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SHEATH & EXT. FINISH FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR WINDOW FLASHING AS REQ'D FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT az 4 WINDOW TRIM 1x NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 0 DBL. CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE HEADER SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED W (MIN. 6" WIDE) ' IN CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OFFOLLOWING OLLOW G LOCATIONS: V) A ORDER 2. INSTALL FLASHING IN OR AS BY NUMBERS SHOWN 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTENDTYPICAL WINDOW& SLIDING GLASS. 3. MECHANICALLY FASTEN AS NECESSARY ` BARRIER FOR SUBSEQUENT TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVEB E Q E IN' LLE IN ACCORDANCE WITH ONE I N DETAIL DRAINAGE.. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL B INSTALLED DOOR Z FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: O N.T.S. N.T.S. TI 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN AS WEATHER' BARRIER & TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, P AN FLASHING SHALL BEINSTALLED AT THE NECESSARY IN CORNERS. RESISTIVE L THROUGH FLASHING BARRIER � SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A HE WATER -RESISTIVE � MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO T W E � � BARRIER FOR SUBSEQUENT DRAINAGE, OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER i i EXTERIOR - PROTECTION AT THE HEAD AND SIDE OPTION A SHEATHING SIDES. rl* . BARRIER i LL SI PLATE TA PE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESS IO NAL. 1� FLASHING 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1 (ASSEMBLED WOODEN WINDOW FLASHING SIDING i 2 AAM ..: � 1.4 IN ACCORDANCE. WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250„ OR FM A/ ANVDMA 300. i .......�., FLASHING SHING SILL PLATE 2. AT THE INTERSECTIONOF CHIMNEYSEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOWALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SEE NOTE #2 FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE WALL SHEATHING HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • NOTES.. INSTRUCTIONS: TRUCTIONS: .. NOTES: 1. cur, FOLD UP &TEMPORARILY 5. WHERE EXTERIOR ;PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD_ FRAME 2585 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6„ WIDE) CONSTRUCTION. RESISTIVE BARRIER FROM TOP OF WINDOW I 2. REMOVE WEATHER S S BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW x w SILL PLATE INSTALLATION SILL PLATE Lo V r0 0 J N- tic 3. INSTALL SILL FLASHING AS SHOWN ABOVE cow 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS, 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE N co 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS ?JM ��7E 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING BARRIER BACK OVER HEAD o LL 00'm roc ~ ��O O�CO 3,ELL= ro� N ,,. O .- m 6.cccti ZrGd' JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED •i ----- .. �.. .... ..�..... .�.. rw I. ■ v.wv wr r.w 11. lw ■w■ F 150 STATE STREET EAST R RESISTIVE BARRIER & - i TA E TERIOR. WALL ENVELOPE. THE TAB 2 YR SHINGLE ON 15# 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER RES S NT X ,F1.c,�1rn �s�n 3 5 TEMPORARILY SECURE 813. 925.1300 `TEL.. F FLASHING INSTALLATION HE EXTERIOR WALL FELT OVER ROOF SHEATHING ALLOW FOR LAs L EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R7g3.8. T E 813 . 925 .1800 FAX R F W W W.DAVLSBEW&COM SPECIFIED ON NAILING s T PREVENTS THE ACCUMULATION OF WATER i ENVELOPE. SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT VE H 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER sT SCHEDULE ROOF OVER `r R WITHINT A I TIV BARRIER BEHIND THE EXTERIOR VENEER AS PRE-ENGINEERED ROOF THE LL ASSEMBLY BY PROVIDING A WATER RES S E E ® . 5. FOLD WEATHER RESISTIVE BARRIER BACK HEAD FLASHING L ENTERS THE ASSEMBLY. . s TRUSSES AT 24 O.C. a REQUIRED BY SECTION 8703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT N E •b ®• AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE R % 12 PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED 1N ACCORDANCE b • Eul HURRICANE STRAP PER p'� . ® � �» � H AS WEATHER RESISTIVE m • �s PTC ROOF FRAMING PLAN WITH SECTION 8702.7 OF THE CODE. � PER • BARRIER 5 8703.2 WATER RESISTIVE BARRIER • a� 5 bLu -: e- ONE LAYER OF N0.15 ASPHALT. FELT FREE FROM HOLES AND BREAKS COMPLYING WITH ASTM D 226 FOR TYPE 1 .� � .. a (yP �' ._ SILL PLATE FELT OR OTHER APPROVED WATER RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALLSEE DETAIL B � P LY WIT THE PPER LAYER LAPPS 0 FOR OPTIONS) EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTAL H U D r, 1 5 OVER THE LOWER LAYER NOT LESS 2 INCHES (51 M . WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT , BRG. HGT. _ LESS THAN 6 INCHES 1.52 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF ' P 0 P EDGE "IMANNERTO E T THE ALUM DRI WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MEET 4 „t CORNER PATCH REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION 8703.1. 2x6. FASCIA 2 0 R703.8 FLASHING -F N MANNER T PREVENT VENTED ALUM. SOFFIT --- FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION A IO 4. 1 �. ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SHEATH & EXT. FINISH FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR WINDOW FLASHING AS REQ'D FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT az 4 WINDOW TRIM 1x NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 0 DBL. CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE HEADER SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED W (MIN. 6" WIDE) ' IN CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OFFOLLOWING OLLOW G LOCATIONS: V) A ORDER 2. INSTALL FLASHING IN OR AS BY NUMBERS SHOWN 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTENDTYPICAL WINDOW& SLIDING GLASS. 3. MECHANICALLY FASTEN AS NECESSARY ` BARRIER FOR SUBSEQUENT TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVEB E Q E IN' LLE IN ACCORDANCE WITH ONE I N DETAIL DRAINAGE.. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL B INSTALLED DOOR Z FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: O N.T.S. N.T.S. TI 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN AS WEATHER' BARRIER & TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, P AN FLASHING SHALL BEINSTALLED AT THE NECESSARY IN CORNERS. RESISTIVE L THROUGH FLASHING BARRIER � SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A HE WATER -RESISTIVE � MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO T W E � � BARRIER FOR SUBSEQUENT DRAINAGE, OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER i i EXTERIOR - PROTECTION AT THE HEAD AND SIDE OPTION A SHEATHING SIDES. rl* . BARRIER i LL SI PLATE TA PE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESS IO NAL. 1� FLASHING 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1 (ASSEMBLED WOODEN WINDOW FLASHING SIDING i 2 AAM ..: � 1.4 IN ACCORDANCE. WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250„ OR FM A/ ANVDMA 300. i .......�., FLASHING SHING SILL PLATE 2. AT THE INTERSECTIONOF CHIMNEYSEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOWALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SEE NOTE #2 FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE WALL SHEATHING HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • NOTES.. INSTRUCTIONS: TRUCTIONS: .. NOTES: 1. cur, FOLD UP &TEMPORARILY 5. WHERE EXTERIOR ;PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD_ FRAME 2585 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6„ WIDE) CONSTRUCTION. RESISTIVE BARRIER FROM TOP OF WINDOW I 2. REMOVE WEATHER S S BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. tic 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS, 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE SANF' ORIS 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS ��7E 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING BARRIER BACK OVER HEAD LAPS FLASHING AND SEAL WITH TAPE #15-2891 TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS N.T.S. N.T.S. KTs. JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED MITER CUT AND �...�....� EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT o RUBBERIZED I ///� III \\ / CAULKED ALL BUTT AIGGr1Gr1 Inl f'(1RAIFRR � ADHESIVE rcneenrr or eer¢o ins ._ 150 STATE STREET EAST ' L SELF -ADHERED FLASHING OLDSMAR, FLORIDA 34677 ° 1/2 CEMENT PLASTER 813.925.1300 TEL / FINISH 813.925.1800 FAX / m , ., WWW.DAVISBEW&COM > SELF -ADHERED \ � NAILING FLANGE .:.:. T FLASHING O \ 1 \ 21/2 PERFORATED ®ses•® +� SEAL TOPS OF JOISTS o, FLANGE 1/2""WEEP �o a, DO NOT FLASH OVER / 'INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT . o, BLOCK wa •. UNDER DECKING .. o SCREED ® �• 17 BOTTOM NAILING (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER . °n, • s A, FLANGE SHEDDING LAPS OVER . o BLOCK IST 9a► ,�„ _ _ ,. FLOOR SELF ADHERED FLASHING SELF ADHERED FLASHING SELF ADHERED FLASHING �, o HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER = �w " ,...1 z INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1 BELOW mg. ..:FINISH FLOOR / NO WALL SHEATHING ASPHALT SEALANT: j ,. ONO,— TEXTURED, PAINTED EXTEND MIN. OF 6 j/ • OPTIONAL DETAIL W EXTER. WALL FINISH ASPHALT BASED \ OUTSIDE OF FLASHING GALV. MTL. CRICKET AS j L FLASHING ROOF CRICKET: SEALANT APPLIED NOTE. cliSPECIFIED MIN. 3.12 SLOPE 6 X 18 H GALV. / BY PLAN FLASHING CONT. BEHIND FLASHING Z (REQUIRED AT THE BUILDING PAPER AND � ,;•,,.; ;;;;,: ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A m :...,...:,.,::'::::: LOCATIONS p� �p Z ) AT ENTRY �(9 MINIMUM OF METAL LATH MUST BE W SCREED DETAIL - - •::.....,... �... ROOF � Z WEEP P SCR a �";iy.:..:•`,;." .::•:': • SHINGLES >� VERTICAL RISE OF :.: y:::.•o:. ;J.::.••. FLASHING AT KNEEWALL INSTALLED OVER THE TOP SCALE: NOT TO SCALE x� 6.. X 1$" H GALV.:. �� OF THE WEEP SCREED. „r.:••r....,,::::...•.:>:,::�>::;:>.:, � FLASHING CONT. — DIVERTER ..:; :...;;..:: •>. ..,;;.;>;:.:� iv SEALANT FLASHING NOTE: THIS DETAIL IS REQUIRED DETAILS DRIP EDGE FLASHING DE .,••...,....: r.,... •: AT ALL VERTICAL WALL INTERSECTIONS ...... SHEATHING . ..... F CRICKETS. . FASCIA ... „ ,,. WITH ROOF VALLEYS & R00 CR CKE S :� 6 HORIZ. FLASHIN „ 1 —""--ROOFING FELT INSTALLATION : FLASHINGSELF-ADHERED ' , INSTALLATION FIGURE 1 FLASHING I FLASHING PATCH WHERE ROOF MEETS VERTICAL WALL SH NG A TEXTURED PAINTED EXTERIOR WALL FINISH ... DOUBLE GIST 3 SINGLE ° ........ .... , x.....w �,. .°..°.•°..•.,°.v°.•..°°.•,.v°.•w.°.v vr.v ♦v °. v. °..v .. °v °•♦ .; e. °, a� HOLD EXTERIOR JOIST ..•°..°.•°.,°.,°....°°..v.•..�,�.�; .: a°.:°.:: a°• :•, r..• ,♦ .• .° °....♦ .♦ .. .FINISH 2 ABOVE • WOOD BEAM BELOW .:: •::: ;°v a°° :•• :::::°. ••..ri. v °.. °. • e. , a. v °. , °.. °. ° e. , °. , e. , .. , °, . ,.. °.. °.. °.. °. , ♦. a , .; fr,•. , t t ;,,?: y :. , °.. v. • ... °. • °..... °.. ♦. •-6• v . , °. °.. °, °• a• ♦v °v °• .. ,v ° °• ♦ , °t ..su}.. x if; i,. , ,;;;,. t) riY r s: e: a°. s°. a°v r°e o..�c,v.•♦.•°.,>.•°.•♦.•°.•,.•°.•♦.v°.,,....•v.vv.v..•°.♦..vv. ••v.•°. � RSO SELF ADHERED FLASHING �• SELF -ADHERED FLASHING °: > °. °, °, °° ,• •, ,• °. °, ♦° •. °v .. °• ♦, v .• .• ev .v HIND F .v °v . ELAS v. • v. a v.°v ( ° 3 MIN ,.. °. • °. • °. ° .v ,. •:.<;:.;':: > •', SELF -ADHERED FLASHING SELF -ADHERED F A , .. .... ° G EL .RED l S NG , r q : , s T ° F9 N SULKING ° / ......,.... ........ .. F G q .: !. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS r 0 0 / s ti s J ! 2 / ... r ved- SELF-ADHERED FLASHING SELF -ADHERED FLASHING :.♦ \ Y O P N > o o DECK JOIST �M P ....... ..... q „ :o P � :.P OUTSIDE CORNER 2 9 .� gR� ENO GE '9 Q �A 0 O n O UN \ E R :..........,. I VALLEY BY ENTERING 36 WIDE E J, LINE VA C O O E R R E s o U \ P ... O R K . 0 T c v , '9 s M ::.:;.•:; CERTAINTEED VVINTERGUARD T O ycN a�Nc 3Ro OUR se WATERPROOFING SHINGLE zN co \ T .. I N UNDERLAYMENT OR EQUIVALENT „ 2 RAKE METAL 2 9 DIRECTLY TO DECK. „ Group DRIP EDGE y EAVES 2 .. 14 FIRST STARTER SHINGLE . • FIGURE 2 : WALL FINISH 2.. 7 THESE DETAILS ARE GENERIC AND MEANT EMBED EACH SHINGLE IN A DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER TO SHOW GENERAL FLASHING AND VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT 7" E WATER RESISTANT WATERPROOFING METHODS TO BE USED. SAVE PIEC S 1/2 IF DRIP EDGE IS USED, OR BARRIER TO USE IN 5TH „ ABOUT 3/4 IF NO DRIP EDGE IS LATH ASPHALT SEALANT. COURSE CUT 2 DIAGONALLY OFF USED. EXTEND MIN. 6" ABOVE UPPER CORNER OF SHEATHING 2585 � , FLASHING 6 TO 12v. TRIMMED SHINGLE r«u STUCCO PER PLAN d . ° a SPECS. �_ „ CUT SHINGLES 2" BACK FROM � ° 6 HIGH DIVERTER °�`�N VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL a ° 6 FLASHING OR AR ASPHALT SHINGLES MANUFACTURED BY a a GALV. V FLASHING REMOVE CERTAINTEED CORPORATION. e a Q,QILDpy TYPICAL ROOFING FELT DRIP EDGE FASCIA FIGURE 3i CORNER DETAIL 1.. FIGURE 41 VALLEY DETAIL ` i FOUNDATION d G ° d YVALL a. a.AIVFORD d, 15—'289SHEET1 NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FLASHING DETAILS FOUNDATION WEEP SCREED FLASHING DETAILS SCALE: NOT TO SCALE N.?.5. x ro w VT 0 0 J �0) N h 'A ON�M �/ >>.jM 0 0 � � 1 a�a1, � 6 E > _6°o iL Y =V . cy 07 �+ z V20 JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED MITER CUT AND �...�....� EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT o RUBBERIZED I ///� III \\ / CAULKED ALL BUTT AIGGr1Gr1 Inl f'(1RAIFRR � ADHESIVE rcneenrr or eer¢o ins ._ 150 STATE STREET EAST ' L SELF -ADHERED FLASHING OLDSMAR, FLORIDA 34677 ° 1/2 CEMENT PLASTER 813.925.1300 TEL / FINISH 813.925.1800 FAX / m , ., WWW.DAVISBEW&COM > SELF -ADHERED \ � NAILING FLANGE .:.:. T FLASHING O \ 1 \ 21/2 PERFORATED ®ses•® +� SEAL TOPS OF JOISTS o, FLANGE 1/2""WEEP �o a, DO NOT FLASH OVER / 'INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT . o, BLOCK wa •. UNDER DECKING .. o SCREED ® �• 17 BOTTOM NAILING (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER . °n, • s A, FLANGE SHEDDING LAPS OVER . o BLOCK IST 9a► ,�„ _ _ ,. FLOOR SELF ADHERED FLASHING SELF ADHERED FLASHING SELF ADHERED FLASHING �, o HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER = �w " ,...1 z INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1 BELOW mg. ..:FINISH FLOOR / NO WALL SHEATHING ASPHALT SEALANT: j ,. ONO,— TEXTURED, PAINTED EXTEND MIN. OF 6 j/ • OPTIONAL DETAIL W EXTER. WALL FINISH ASPHALT BASED \ OUTSIDE OF FLASHING GALV. MTL. CRICKET AS j L FLASHING ROOF CRICKET: SEALANT APPLIED NOTE. cliSPECIFIED MIN. 3.12 SLOPE 6 X 18 H GALV. / BY PLAN FLASHING CONT. BEHIND FLASHING Z (REQUIRED AT THE BUILDING PAPER AND � ,;•,,.; ;;;;,: ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A m :...,...:,.,::'::::: LOCATIONS p� �p Z ) AT ENTRY �(9 MINIMUM OF METAL LATH MUST BE W SCREED DETAIL - - •::.....,... �... ROOF � Z WEEP P SCR a �";iy.:..:•`,;." .::•:': • SHINGLES >� VERTICAL RISE OF :.: y:::.•o:. ;J.::.••. FLASHING AT KNEEWALL INSTALLED OVER THE TOP SCALE: NOT TO SCALE x� 6.. X 1$" H GALV.:. �� OF THE WEEP SCREED. „r.:••r....,,::::...•.:>:,::�>::;:>.:, � FLASHING CONT. — DIVERTER ..:; :...;;..:: •>. ..,;;.;>;:.:� iv SEALANT FLASHING NOTE: THIS DETAIL IS REQUIRED DETAILS DRIP EDGE FLASHING DE .,••...,....: r.,... •: AT ALL VERTICAL WALL INTERSECTIONS ...... SHEATHING . ..... F CRICKETS. . FASCIA ... „ ,,. WITH ROOF VALLEYS & R00 CR CKE S :� 6 HORIZ. FLASHIN „ 1 —""--ROOFING FELT INSTALLATION : FLASHINGSELF-ADHERED ' , INSTALLATION FIGURE 1 FLASHING I FLASHING PATCH WHERE ROOF MEETS VERTICAL WALL SH NG A TEXTURED PAINTED EXTERIOR WALL FINISH ... DOUBLE GIST 3 SINGLE ° ........ .... , x.....w �,. .°..°.•°..•.,°.v°.•..°°.•,.v°.•w.°.v vr.v ♦v °. v. °..v .. °v °•♦ .; e. °, a� HOLD EXTERIOR JOIST ..•°..°.•°.,°.,°....°°..v.•..�,�.�; .: a°.:°.:: a°• :•, r..• ,♦ .• .° °....♦ .♦ .. .FINISH 2 ABOVE • WOOD BEAM BELOW .:: •::: ;°v a°° :•• :::::°. ••..ri. v °.. °. • e. , a. v °. , °.. °. ° e. , °. , e. , .. , °, . ,.. °.. °.. °.. °. , ♦. a , .; fr,•. , t t ;,,?: y :. , °.. v. • ... °. • °..... °.. ♦. •-6• v . , °. °.. °, °• a• ♦v °v °• .. ,v ° °• ♦ , °t ..su}.. x if; i,. , ,;;;,. t) riY r s: e: a°. s°. a°v r°e o..�c,v.•♦.•°.,>.•°.•♦.•°.•,.•°.•♦.v°.,,....•v.vv.v..•°.♦..vv. ••v.•°. � RSO SELF ADHERED FLASHING �• SELF -ADHERED FLASHING °: > °. °, °, °° ,• •, ,• °. °, ♦° •. °v .. °• ♦, v .• .• ev .v HIND F .v °v . ELAS v. • v. a v.°v ( ° 3 MIN ,.. °. • °. • °. ° .v ,. •:.<;:.;':: > •', SELF -ADHERED FLASHING SELF -ADHERED F A , .. .... ° G EL .RED l S NG , r q : , s T ° F9 N SULKING ° / ......,.... ........ .. F G q .: !. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS r 0 0 / s ti s J ! 2 / ... r ved- SELF-ADHERED FLASHING SELF -ADHERED FLASHING :.♦ \ Y O P N > o o DECK JOIST �M P ....... ..... q „ :o P � :.P OUTSIDE CORNER 2 9 .� gR� ENO GE '9 Q �A 0 O n O UN \ E R :..........,. I VALLEY BY ENTERING 36 WIDE E J, LINE VA C O O E R R E s o U \ P ... O R K . 0 T c v , '9 s M ::.:;.•:; CERTAINTEED VVINTERGUARD T O ycN a�Nc 3Ro OUR se WATERPROOFING SHINGLE zN co \ T .. I N UNDERLAYMENT OR EQUIVALENT „ 2 RAKE METAL 2 9 DIRECTLY TO DECK. „ Group DRIP EDGE y EAVES 2 .. 14 FIRST STARTER SHINGLE . • FIGURE 2 : WALL FINISH 2.. 7 THESE DETAILS ARE GENERIC AND MEANT EMBED EACH SHINGLE IN A DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER TO SHOW GENERAL FLASHING AND VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT 7" E WATER RESISTANT WATERPROOFING METHODS TO BE USED. SAVE PIEC S 1/2 IF DRIP EDGE IS USED, OR BARRIER TO USE IN 5TH „ ABOUT 3/4 IF NO DRIP EDGE IS LATH ASPHALT SEALANT. COURSE CUT 2 DIAGONALLY OFF USED. EXTEND MIN. 6" ABOVE UPPER CORNER OF SHEATHING 2585 � , FLASHING 6 TO 12v. TRIMMED SHINGLE r«u STUCCO PER PLAN d . ° a SPECS. �_ „ CUT SHINGLES 2" BACK FROM � ° 6 HIGH DIVERTER °�`�N VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL a ° 6 FLASHING OR AR ASPHALT SHINGLES MANUFACTURED BY a a GALV. V FLASHING REMOVE CERTAINTEED CORPORATION. e a Q,QILDpy TYPICAL ROOFING FELT DRIP EDGE FASCIA FIGURE 3i CORNER DETAIL 1.. FIGURE 41 VALLEY DETAIL ` i FOUNDATION d G ° d YVALL a. a.AIVFORD d, 15—'289SHEET1 NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FLASHING DETAILS FOUNDATION WEEP SCREED FLASHING DETAILS SCALE: NOT TO SCALE N.?.5. O'HAGIN'S SECONDARY VENT ARE MESH O'HAGIN'S PRIMARY VENT lSUBI LA51-IING) LOCALLY -APPROVED UNDERLAYMENT ROOF TILE O'HAGIN'S SECONDARY VENT LOUD -PROFILE CONCRETE ROOF TILE ANI (SUBFLASHINW MODEL "FLAT" STYLE VENTS FOR CLAY TILE ROOFS MEDIUM -PROFILE / CLAY ROOF TILE I O'HAGIN'S SECONDARY VENT OIHAGIN'S PRIMARY VENT WIRE MESH (SUBFLASHING) O'HAGIN'S PRIMARY VENT LOCALLY -APPROVED (SUBFLASFIING) PEEL 4 STICK — UJIND CLIP 7LOCALAPPROVED WIRE MESH PROOF DECK LOCALLY UNDERLAYMENT O'HAGIN'S SECONDARY APPROVED SEALANT VENT (COVER) HAGIN'S PRIMARY VENT rr (6UBFLA5HINr0 rr MODEL M STYLE VENTS FOR CLAY TILE ROOFS NIGH -PROFILE CLAY ROOF TILE O'HAGIN'S SECONDARY VENT (COVER) O'HA5N15 PRIMARY VENT (SUBFLASHING) WIRE MESH LOCALLY -APPROVED O'HAGIN'S PRIr1ARY VENT PEEL 4 STICK l (SUBFLASNING) LOCALLY -APPROVED WIRE MESH ROOF DECK UNDERLAYMENT LOCALLY O'HAGIN'S SECONDARY VENT /(COVER) VENT(5UBFLASHINGJ r10F)EL IIII 3111E VEW� FOR GLX> TILE R00 COMPOSITION SHINGLES O'HAGIN'S TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) ROOF DECK DIVERTERS LOCALLY -APPROVED UNDERLAYMENT LOCALLY -APPROVED v� WIRE MESH SEALANT O'HAGIN'S TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) -a 1 N rw, Iffligc. VCIV I l OUGI'LACNI1Vq/ MODEL "FLAT" STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE / CLAY ROOF TILE J O'HAG N'6 SECONDARY VENT (COVER) 7g'WIRE MESH O'HAGIN'S PRIMARY VENT ( UBFLASfIING) BATTEN UIND CLIP LOCALLY -APPROVED UNDERLAYMENT l JUUI'LH:/htllVl./ MODEL "11" STYLE VENTS FOR CONCRETE TILE ROOFS (DRAWING SECTION) NIGH -PROFILE CONCRETE ROOF TILE O'HAGIN'S SECONDARY VENT (COVER) _7�: WIRE MESH WIRE MESH O'HAGIN'S PRIMARY VENT (5115FLA5HING) BATTEN WIND CLIP LOCALLY -APPROVED UNDERLAYMENT O'HAGIN'S SECONDARY VENT /(COVER) O'HAGIN'S PRIMARY VENT (61,1I3FLA5HING) LOCALLY -APPROVED PEEL 4 STICK WIRE MESH ROOF DECK LOCALLY APPROVED SEALANT `01HA6IN5 PRIMARY W rr rr VENT (SUBFLASNING) MODEL "S" STYLE VENTS FOR CONCRETE TILE ROOFS COMP051TION SHINGLES O'HAGIN'S TAPERED, LOL-PROFILE VENT (STANDARD FLANGE) ROOF DECK LOCALLY -APPROVED UNDERLAYMENT LOCALLY -APPROVED SEALANT WIRE MESH O'HAGIN'S TAPERED, LOW -PROFILE VENT (STANDARD FLANGE) L TAPERED, LOW—PROFILE VENT FOR COMPOSITION .SHINGLE SLATE & SHAKE ROOFS (DRAWING SECTION I O'HAGIN VENT DETAILS NT R NET FREE VENTILATION AREA VENTS FOR TILE ROOFS: A) MODEL: FLAT NEVA: 98.15 5Q. IN. (631.15Q. CM.) B) MODEL: 1511 NFVA: 91.50 5Q. IN. (629.0 5Q. CM.) C) MODEL: "M" NFVA: 66.25 50. IN. (5565.150. CM.) VENTS FOR SLATE, SHAKE OR COMPOSITION ROOFS: A) MODEL: TAPERED LOW -PROFILE NFVA: `12.0 5Q. IN. (464.5 50. CM.) O'HAGINS NOTES O'HAGIN VENTS ARE MANUFACTURED 211\16: PRE -PAINTED GALVANIZED 26 GAUGE G90 GALVANIZED 26 GAUGE G90 ALUMINUM .032 COPPER 16 Oz STAINLE55-5TEEL INTERIOR MATRIX (WEATHERTMASTER , FIRE 4 ICE ONLY) FOR COORDINATING ROOF TILE MANUFACTURERS, INSTALLATION INSTRUCTIONS, TECHNICAL BULLETINS 4 SPECIFIC INFORMATION REGARDING RAIN, SNOW, NIGH -VELOCITY WIND OR WILDLAND URBAN INTERFACE IWUU APPLICATIONS, PLEASE CONTACT O'HAGIN TOLL FREE AT 611/324-0444 OR UAW.OHAGIN.COM TILE RO r S FLAT TILE 0W" NILE LOMANCO VENTS SEE 12 PRE -f 1ANUF. INTAKE VENTS A5� ELEV. TRU55 REQUIRED —F CUTANNEI_ G.G. VERIFY ---` FASCIA PER ELEV. REQ. — (U HOUR RATED 453EMBLY GA FILE aRG260'2 2x6 SUB FASCIA O.N. INSTALL (2) LAYERS 5/0" TYPE 11X1' EXT. GYP. (SEE ELEV. BD. (OR TOUCrNROCK FIRE GUARD 5/&"') A5 SHOWN, INSTALL BASE LAYER W/ 11/411 TYPE W J CHANNEL OR 5 DRYWALL SCREWS AT 2411 O.C. - INSTALL EXTERIOR FACE LAYER W/ 1-I/E" TYPE W OR 5 DRYWALL VINYL SOFFIT FINISH SCREWS AT 12" O.C. ® UNDERSIDE I HR. FIRE RESISTANT FLAT SOFFIT DTL, 5 E: ue" . r-�" 2x6 SUB — G.C. VERIFY —�_- FASCIA FASCIA PER E 12 ELEV. REQ, REQUIRED PRE-MANUF. TRU55 0 V� G.C. VERIFY-_ `— (1) HOUR RATED ASSEMBLY FASCIA PER GA FILE "RC2602 J CNANNELINSTALL O.N. (2) LAYERS 5/8" TYPE 11/\" (iYP.) (1) HOUR RATED A55EMBLY GA FILE "'RC2602 EXT. GYP. BD. (OR TOUGHROCK FIRE (SEE ELEV. GUARD 5/0") AS SHOU.N, INSTALL BASE VINYL SOFFIT BD. (OR TOUGII FIRE GUARD 5/8") AS LAYER W/ 11/41' TYPE W OR 5 EXTERIOR SHOWN, INSTALL DME LAYER W/ 11/4" TYPE W DRYWALL SCREWS AT 24" O.C. - EXTERIOR FINISH— OR 5 DRYWALL SCREWS ,AT 24" O.C. - INSTALL INSTALL FACE LAYER W/ 11/8" TYPE W 8 OR 5 DRYWALL SCREWS AT 12" O.C. UNDERSIDE I HR. FIRE RESISTANT GABLE SOFFIT BTL. UNDERSIDE c,:nI e: ur - r-®" ROOF VENTILATION Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential RWII The Minimum net free ventilating area shall be 1/150 of the area of the ve'nte'd Space. The ventilating area may be reduced to 1/300 provided that at least 4M but no more than 50% of the required ventilation is provided in the upper portion of the Space to be ventilated. Upper ventilators shall be located no more than 3 Feet (measured vertically) below the ridge or highest point or the space, with the balance of the required ventilation provided by eave or cornice vents. LOMANCO VENTS PRE-MANUF. INTAKE VENTS AS E 12 TRU55 REQUIRED EL 0 V� G.C. VERIFY-_ 1 pK vg "a�+J. FASCIA PER x a,a� rya ✓R�� J CHANNEL ELEV. REQ. OH (1) HOUR RATED A55EMBLY GA FILE "'RC2602 2x6 SUB FASCIA (SEE ELEV. INSTALL (2) LAYERS 5/0" TYPE IIXII EXT. GYP. >'��CC4 BD. (OR TOUGII FIRE GUARD 5/8") AS EXTERIOR SHOWN, INSTALL DME LAYER W/ 11/4" TYPE W J CHANNEL FINISH OR 5 DRYWALL SCREWS ,AT 24" O.C. - INSTALL VINYL SOFFIT 8 FACE LAYER W/ I 1/all TYPE W OR 5 DRYWALL E F� SCREWS AT 12" O.C. UNDERSIDE I HR. FIRE RESISTANT R KED GABLE SOFFIT D TL. RALE: ur' =1 INR FIRE PROTECTION REQUIRED TO U 2 FT. > (Dist.) < 5 FT UNDERSIDE OF PROJECTION (Dist.) > 5 FT. NO RESTRICTIONS PROJECTIONS (OVERHANGS) PROPERTY LINE DWELLING 8 As per the FBC 5th Edition (2014) Residential section 8302, measures Shall be taken to protect any and all projections that are > 2 feet to : 5 feet. NET FREE VENTILATION AREA DEL: DA -4 /A: 9 50. IN. / LINEAR FOOT. r I , a1 a I . «� ^.�u +�! : , ., 4 ,�. YI, h.. 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Y5, r a.^n•m !,. , B. br. }sN,,. e:.. a « 4. .�.i„ 11 rg .:�,, ,`��, � .if w, � , ;, " Y !, ,� . , I I ry « 1x 4 r r I � � T . ^.:,, ,a I"t r L r I E. y e a � ` .w, fk �N,.+ .�w ^�� .� y� " ,1. , 1 , rit r .SF q�C r g, U, L I �', g :d ,o Lh .v 1� J } t n e l � LOMANCO INTAKE VENTS OPTION --_.----- N.' 4Sm w1 LD/'As'�. N V �O�'O�4fZl l , �51 06-3s0-15 ® JOB NUMBER 25141 CAD FILE SOFFIT / EA VE ISSUED 07-10-15 REVISED 08-25-15 ® 4 0 zir, DAVI B ES DESIGN GP,0V? 150 STATE Sl'R.EET FAST OLC3SM AR- FLO'R DA 34677 813 925 1300 -FF—L 813 - 925. 1$00 FAX `FA J%/1PA ® E�EIN_VER _ taL a 0 V� 1 pK vg "a�+J. x a,a� rya ✓R�� ggyyyy ® N 6.I wW 1! ypY Au v) >'��CC4 � c 2��® 8 > E F� o� 0 Z ® JOB NUMBER 25141 CAD FILE SOFFIT / EA VE ISSUED 07-10-15 REVISED 08-25-15 ® 4 0 zir, DAVI B ES DESIGN GP,0V? 150 STATE Sl'R.EET FAST OLC3SM AR- FLO'R DA 34677 813 925 1300 -FF—L 813 - 925. 1$00 FAX `FA J%/1PA ® E�EIN_VER _ taL a TI TLE Wt .SOFFIT AND OVERHANG DETAILS 1 pK vg "a�+J. x a,a� rya ✓R�� wW 1! ypY Au ?'� Uj -1e TI TLE Wt .SOFFIT AND OVERHANG DETAILS ,Q, ,O' ,--, I r - — - — — — — — — WALF-SWITCHED DUPLEX OUTLET LTB. a UJINpOWB , /✓ I e ,Q Q J`Q . ./` '\ / o i SPECIAL PURPOSE OUTLET II o I® O GF.I. DUPLEX OUTLET IN FLOOR I BTO. LIGHT G.C. VERIFY LOCATION OF ' I I GC. VERFY � ALL CAN LIGHTS I PENDANT 9s I AT 48 / I OPT, FAN I (VERIFY I a UNDERCABINET I 220 VOLT OUTLET LOCATION) I LIGHTING I `. l I � ` � � WALL SWITCH L FAMILY ROOM / I I GARAGE 13 THREE-WAY SWITCH 4 FOUR-WAY SWITCH —�1 I I D DIMMER UITCN DINING KITCHEN G.C. VERIFY BAR I l l� I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LANAI / PENDANT PRE -WIRE I UP TO I -'I 1 1 I I WALL MOUNTED INCANDESCENT LIGHT FIXTURE 1 F LIGHT O / AN/ L GH • I I / C�� � � Q• RECESSED INCANDESCENT LIGHT FIXTURE WALL MOUNT / � — � I c. LIGHT FIXTURE WITH FULL CHAIN II I off✓ �- /. I TRACK LIGHT I AT 8 8 ( ,Q Q WF'. / k� I I FLUORESCENT LIGHT FIXTURE GF.I. EXHAUST FAN Lij EXHAUST FANLIGHT COMBINATION ---- I SD CH / � I- —I o O ❑ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) cM FOYER I CHIMES (OPTIONAL) \ PUSHBUTTON FOR ❑ G.D.OPENER I PUSHBUTTON SWITCH (OPTIONAL) ANT I I — - - — - — — CARBON MONOXIDE DETECTOR ROUGH -IN VER 1 I I I LOCATION) G.F.I.ACH I. sc SMOKE DETECTOR FOR OPT. I I ". ' AT 48" FAN/LIGHT/ I I �� \ LIGHT SMOKE / GARCON MONO. COMBO DETECTOR I \ I I{J TELEPHONE (OPTIONAL) I WORIZI I � \ • MAKE-UP �� � TELEVISION (OPTIONAL) LIGHT ( Q THERMOSTAT i ROUGH -IN �► / 05 ELECTRIC METER ---� FOR OPT. MASTER SUITE M. BATH �! FAN/LIGHT- ENTRY W.P. I ELECTRIC PANEL I I \ �/ 220 V. �"- I . GF.IO� . ---- - I I PW ' DISCONNECT SWITCH Q O, DEN _-` L I— J (D SPEAKER (OPTIONAL) — — GF.I. GF.. — — — - —( ROUGH -IN FOR OPT, CEILING FAN II I W.P. A L — JI UTIL. � J 17 CEILING MOUNTEp INCANDESCENT LIGHT FIXTUREWG ROW -IN ro2 OPT. CEILWj FAN L — — —_i L --- PK-WIREHORIX W.P. HORIZ �_ NOTES FLOOD LTB. MAKE-UP : GF.I. DIRECT VENT DRYER MAKE-UP LIGHT THRU EXT. WALL LIGHT 1. PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED A/C ON PLANS OR ITEM No. 4 AND 5 BELOW INDICATES, D15CONN. G.C.. VERIFY LOCATION G. OUT TS T 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE ALL LE NON -WET AREAS FOLLOWING HEIGHTS ABOVE FINISHED FLOOR .11 SWITCHES...42 OUTLETS ..... 14 G.C. VERIFY SECURITY TELEPHONE ... 14 (UNLESS ABV COUNTERTOP) -TELEVISION...14" CAMERA PRE WIRE 3. ALL SMOKE DETECT SHALL BE HARDWIRED INTO AN ELECTRICAL L POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITMC) BATTERY BACKUP. PROVIDE G.C. VERIFY SURROUND AND INSTALL LOCALLY CERTIFIED SMOKEDETECTOR$. SOUND PRE -WIRE 4/0 ALU. GABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS FAMILY ROOMS DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT DISA/C CLOSETS HALLWAYS AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. METER DISC. COMBO - SQUARED G.C. VERIFY SPEAKER DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1, TYP. N4 AND �q2 COPPER TO F'RE-WIRE (PAIR OF REFER TO FLOOR INSIDE LIGHTS AND OUTLETS BPEAKERB W/ VOLUME 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. CONT -WI Y ROOMS SHALL BE GF.C.1. PROTECTED (GFJ) AMPS. REQUIRED PANEL m0 COPPER TO IL PRE RE ONL WATERAr HEATER 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 06 COPPER TO RANGE ELECTRICAL WOW 181N FULL COMPLIANCE WITH NF A.10A-05, NE.0: 2011, FB..R STANDARDS, 8SERVICE BY 5tH EDITION (2014), AND ALL APPLICABLE LOCALCODES, AND POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ORDINANCES. ALSO SERVICE TO BE BONDED TO FOOtIWG S , TEEL 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNS HEATER OR APPLIANCE, FIRPACE, OR AN ATTACHED GARAGE SHALL HAVE ANOPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ELECTRICAL RI ER DIAG RAM 8. ALAWS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN S SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE NO ; tE BATTERY BACKUP. COMBINATION SMOKE/CAIN MONOXIDE ALARMS SHALL BE ELECTRICAL MATERIALS AND INSTALLATIONS SHALL LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. COMPLY W/ APPLICABLE PROVISIONS OTHE NATIONAL CI CP -^r%C I MAI PAnCL' A\In YI IC I MAI rI^11L-b PN.Ab Ally . W.P. GF.I. x c� w , TO SWITCH FAMILY F AT 'I�-WIRE L ROOM VENT WOOD AND MICROWAVE MICRO TO EXTERIOR FOR ru.�. SERVICE EST. 1994 (� FLOOD LTB. OUTLET +14" HB � DUPLEX CONVENIENCE OUTLET co N Q.N 0 0) sco mN -i'�- -COACH _ - — _ _ — —LIGHT — — 6 LL 0 0 �� n O DUPLEX OUTLET ABOVE COLTER oC0 E LL Y 8) +� N fG ,,, — Z ,, u, - 0 GF.I. ELEC• 200 II ® AT 48 a. WEATHERPROOF DUPLEX OUTLET TO FLU ._ ,-, I '�• �t N PANEL IRRIG jF� GROUND FAULT INTRR�IPtER DUPLEX OUTLET I I " ,Q, ,O' ,--, I r - — - — — — — — — WALF-SWITCHED DUPLEX OUTLET LTB. a UJINpOWB , /✓ I e ,Q Q J`Q . ./` '\ / o i SPECIAL PURPOSE OUTLET II o I® O GF.I. DUPLEX OUTLET IN FLOOR I BTO. LIGHT G.C. VERIFY LOCATION OF ' I I GC. VERFY � ALL CAN LIGHTS I PENDANT 9s I AT 48 / I OPT, FAN I (VERIFY I a UNDERCABINET I 220 VOLT OUTLET LOCATION) I LIGHTING I `. l I � ` � � WALL SWITCH L FAMILY ROOM / I I GARAGE 13 THREE-WAY SWITCH 4 FOUR-WAY SWITCH —�1 I I D DIMMER UITCN DINING KITCHEN G.C. VERIFY BAR I l l� I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LANAI / PENDANT PRE -WIRE I UP TO I -'I 1 1 I I WALL MOUNTED INCANDESCENT LIGHT FIXTURE 1 F LIGHT O / AN/ L GH • I I / C�� � � Q• RECESSED INCANDESCENT LIGHT FIXTURE WALL MOUNT / � — � I c. LIGHT FIXTURE WITH FULL CHAIN II I off✓ �- /. I TRACK LIGHT I AT 8 8 ( ,Q Q WF'. / k� I I FLUORESCENT LIGHT FIXTURE GF.I. EXHAUST FAN Lij EXHAUST FANLIGHT COMBINATION ---- I SD CH / � I- —I o O ❑ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) cM FOYER I CHIMES (OPTIONAL) \ PUSHBUTTON FOR ❑ G.D.OPENER I PUSHBUTTON SWITCH (OPTIONAL) ANT I I — - - — - — — CARBON MONOXIDE DETECTOR ROUGH -IN VER 1 I I I LOCATION) G.F.I.ACH I. sc SMOKE DETECTOR FOR OPT. I I ". ' AT 48" FAN/LIGHT/ I I �� \ LIGHT SMOKE / GARCON MONO. COMBO DETECTOR I \ I I{J TELEPHONE (OPTIONAL) I WORIZI I � \ • MAKE-UP �� � TELEVISION (OPTIONAL) LIGHT ( Q THERMOSTAT i ROUGH -IN �► / 05 ELECTRIC METER ---� FOR OPT. MASTER SUITE M. BATH �! FAN/LIGHT- ENTRY W.P. I ELECTRIC PANEL I I \ �/ 220 V. �"- I . GF.IO� . ---- - I I PW ' DISCONNECT SWITCH Q O, DEN _-` L I— J (D SPEAKER (OPTIONAL) — — GF.I. GF.. — — — - —( ROUGH -IN FOR OPT, CEILING FAN II I W.P. A L — JI UTIL. � J 17 CEILING MOUNTEp INCANDESCENT LIGHT FIXTUREWG ROW -IN ro2 OPT. CEILWj FAN L — — —_i L --- PK-WIREHORIX W.P. HORIZ �_ NOTES FLOOD LTB. MAKE-UP : GF.I. DIRECT VENT DRYER MAKE-UP LIGHT THRU EXT. WALL LIGHT 1. PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED A/C ON PLANS OR ITEM No. 4 AND 5 BELOW INDICATES, D15CONN. G.C.. VERIFY LOCATION G. OUT TS T 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE ALL LE NON -WET AREAS FOLLOWING HEIGHTS ABOVE FINISHED FLOOR .11 SWITCHES...42 OUTLETS ..... 14 G.C. VERIFY SECURITY TELEPHONE ... 14 (UNLESS ABV COUNTERTOP) -TELEVISION...14" CAMERA PRE WIRE 3. ALL SMOKE DETECT SHALL BE HARDWIRED INTO AN ELECTRICAL L POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITMC) BATTERY BACKUP. PROVIDE G.C. VERIFY SURROUND AND INSTALL LOCALLY CERTIFIED SMOKEDETECTOR$. SOUND PRE -WIRE 4/0 ALU. GABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS FAMILY ROOMS DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT DISA/C CLOSETS HALLWAYS AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. METER DISC. COMBO - SQUARED G.C. VERIFY SPEAKER DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1, TYP. N4 AND �q2 COPPER TO F'RE-WIRE (PAIR OF REFER TO FLOOR INSIDE LIGHTS AND OUTLETS BPEAKERB W/ VOLUME 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. CONT -WI Y ROOMS SHALL BE GF.C.1. PROTECTED (GFJ) AMPS. REQUIRED PANEL m0 COPPER TO IL PRE RE ONL WATERAr HEATER 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 06 COPPER TO RANGE ELECTRICAL WOW 181N FULL COMPLIANCE WITH NF A.10A-05, NE.0: 2011, FB..R STANDARDS, 8SERVICE BY 5tH EDITION (2014), AND ALL APPLICABLE LOCALCODES, AND POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ORDINANCES. ALSO SERVICE TO BE BONDED TO FOOtIWG S , TEEL 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNS HEATER OR APPLIANCE, FIRPACE, OR AN ATTACHED GARAGE SHALL HAVE ANOPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ELECTRICAL RI ER DIAG RAM 8. ALAWS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN S SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE NO ; tE BATTERY BACKUP. COMBINATION SMOKE/CAIN MONOXIDE ALARMS SHALL BE ELECTRICAL MATERIALS AND INSTALLATIONS SHALL LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. COMPLY W/ APPLICABLE PROVISIONS OTHE NATIONAL CI CP -^r%C I MAI PAnCL' A\In YI IC I MAI rI^11L-b PN.Ab Ally . MAIN FLOOR ELECTRICAL PLAN4A GARAGE RIGHT x c� w DAVIS BEWS DESIGN GROVP 0 �o EST. 1994 (� co N Q.N 0 0) sco mN -i'�- 6 > JM 6 LL 0 0 �� n O oC0 E LL Y 8) +� N fG 4a0 �n 15 21 MAIN FLOOR ELECTRICAL PLAN4A GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD.a� W FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DElWE EST. 1994 (� MAIN FLOOR ELECTRICAL PLAN4A GARAGE RIGHT - K WH -IN FOR OPT. I HALF-6WITGHEO DUPLEX OUTLET FANLIGHT I SPECIAL PURPOSE OUTLET LOFT ROUGH -INI DUPLEX OUTLET IN FLOOR FOR OPT. \ I 220 VOLT OUTLET; FANLIGHT WALL SultcH - /! I 13 THREE-WAY SWITCH I \I BEDROOM 3 14 FOUR-WAY SWITCH I </\i / p DIMMER SWITCH I DOWN TO I I :. I I SWITCHES CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I s� WALL MOUNTED INCANDESCENT LIGHT FIXTURE I .' O RECESSED INCANDESCENT LIGHT FIXTURE - LIGHT FIXTURE WITH PULL CHAIN Q Q TRACK LIGHT O I I I FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN — — — — — — — EXHAUST FANLIGHT COMBINATION I —.— I ELECTRIC DOOR OPERATOR (OPTIONAL) so �� I A.N. MHT. I — — — — — — ® CHIMES (OPTIONAL) M - DISC. — _ J I El PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR SMOKE DETECTOR so LIGHT AND I so SMOKE /CARBON MONO. COMBO DETECTOR BEDROOM 2 I. I SWITCH ,�� �; ROUGH -IN ,— — — — — — — — — — — — — - — — — — I Q TELEPHONE (OPTIONAL) °� I I IN ATTIC �� FOR OPT. '� � '– �...� `----- -----' FAN/LIGNt / / I � TELEVISION (OPTIONAL) ROUGH -IN � T THERMOSTAT FOR 0FT. \ � I NES FANLIGHT \ \ i / I ELECTRIC METER </ \% WALL I ■. ELECTRIC PANEL MHT. BATH 3 — I —�•� DISCONNECT SWITCH BEDROOM 4 - SPEAKER (OPTIONAL) O' c/> ROUGH -IN FOR OPT. CEILING FAN W.P. DISC. �.I � 1 v `� BATH 2 �- - -� G.F.l -I — c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ o _ L — GJ ROUGH -IN FOR OPT. CEILING FAN LHORIZ. NOTES MAKE-UP- , LIGHT MAKE -UPI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FI OOR SWITCHES ... 42 OUTLETS ..... 14 TELEPHONE. ..14” (UNLESS ABV COUNTERTOP) -TELE VI610N...14 3, ALL SMOKE DETECTOSHALL BE HARDWIRED INTO AELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE ALL LOCALLY, AND INST IFI SMOKE DETECTORS. LLY CERTED 4. ALL 15A AND 20A RECEPTACLES IN BLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, IVING ROOMS, PARLORLIBRARIES, DENS, 6UNROOM6, RECREATION ROOMS, CLOSETS,HALLWAYS,AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPEAF.C.L DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL DA AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY (ZOOMS SHALL BE G.F.C.I. PROTECTED (GF.I) G.C. VERIFY ALL 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SMOKE DETECTORS ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10A-05, N.E.C. 2011, F$.G.R: - TO BE HARD -WIRED 5TH EDITION (2014),AND ALL APPLICABLE LOCAL STANDARS CODES, AA * * * * ORDINANCES. 1.EVERY BUILDING HAVING A F066I •FUEL BURNING, HEATER OR APPLIANCE, FIREPLACE OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROM USED FOR SLEEPING PURPOSES. 8.ALA 16 SHALL RECEIVE THEIR PRIMARY POWER THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAIN MONOXIDE ALARMS SHALL BE LISTEDOR LABELED D BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REMISED • • • x ro w DAVIS BEWS DESIGN GROVP C Lo V rQ -� EST. 1994 F� �� 0 n' W Jo N� .2R0M N N , " V .y =JCAI o co IL Lm Lm„ • vcd�0 0 0 0` mm o 0 E U. N C*� � (o h y1 ! z G_ d NMI • JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REMISED • • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813 925 .1300 TEL 813 .925.1800 FAX W W W.DAVISBEWS.COM TAMI"A •DENVER -� EST. 1994 F� �� i NERAL NOTES TE _ O S INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD W 1-- SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, Q MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 0 BEARING CAPACITY 2 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SHEET SHEET TITLE AC 000 TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA /� MINIMUM G50 ZINCCOATING S 1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE2. WOOD TREATED WITH ACQC _ OR ACQ _D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S2 FOUNDATION PLAN ` ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE *� CONSUMER SERVICES, PRESERVATIVE WOOD TREATER. SJ DOWEL V EL PLACEMENT PLAN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES Z CAST IN PLACE CONCRETE OF PRESSURE TREATED WOOD, S4 FIRST FLOOR FRAMING PLAN 0E= ` CL 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/o AIR ENTRAINMENT, QQ C p -- 0 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S4.1 NOTES EX CONNECTOR LEGEND � AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT U CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN W 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL W ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. D LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED C S. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 E TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE S5 LINTEL PLAN WWF SHALL BE LAPPED AT LEAST 6„ & CONTAIN AT LEAST ONE CROSS WIRE WITHIN „ CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR T .FIB R IX OF EQUALSPECIFICATIONS AY BE USED IN LIEU OF WWF. HE6 E M Q M "THE FOUNDATION DETAILS THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FORREINFORCED CONCRETE„ ACI 318 LATEST EDITION, ANDS r� TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SDZ GENERAL DETAILS SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENT AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS EXCLUDING LU ( SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD „ SD3 GENERAL DETAILS BEND AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND W ) 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH X AT EACH END SHALL BE PROVIDED. H LATEST EDITION F ANSI TPI 1. �' THE SO � 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. _ SD4 GENERAL DETAILS 4. BRIDGING FOR PRE ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS _ Id ' 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE �At 111/ MANUFACTURER UNLESS NOTED ON PLANS E. CNTER TO UPPER 1/3 OF THE SLAB5. TRUSS ELEVATIONS AND SECTIONS FOR GENERAL CONFIGURATION OF SD5 TWO STORY DETAILS BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN BUT SHALL BE DESIGNED BY �m� ®�d ® F r-- R E . �a� ,� O 1. ALL BOLTS & THREADED RODS TO ASTM A307 OR BETTER (U.N.0) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS o• +�° . ,� o� C W 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS . �„ - o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD. Lr - 16 PSF w, �` � -. Z Z ST1 GENERAL STAIR DETAILS .. HOT -DIPPED ZINC COATED GALVANIZED STEEL STAINLESS STEEL SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) C '° OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF TRUSS OVERBUILD q '.. q Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE S ( ) UPDATES ,• f 0 L 1 BOTTOM CHORD: DL 5 PSF '� mo M� . K Cdr OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN � .w�a _ «a Q � WITH M B 95 LAS MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: �� J ACCORDANCE W AST 6, CLASS 55, M UM. _ �a O A) FLOORS 40 PSF �. J MASONRY WALL CONSTRUCTIONNUMBER DATE DESCRIPTION pM� LL B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1111W, 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS � = 40 PSF CREATED ELEV. A B C AND ELEV A WITH BONUS, PSI (fm = 1900 PSI) E) BONUS ROOM/GA _ 60 PSF U.N.O. 1 _ ' /9/2014 � ME ROOMS = 5 WITH MASTER 2 AND WITH BONUS &MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 0 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF x B BALCONIES =15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES Q 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE ) 1r SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS � 4.+ . C� R' DRAWINGS + -ADDIT'L BRACING &BLOCKING PER BCSI-1 &:TRUSS. MANUFACTURER's D NG _ 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS CREATED ELEV. C W/ BONUS . TRUSSWAY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 1 , 3 12/18/2014 .�. c N FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE � � T „ RECOMMENDATIONS FOR MIN. 7/16 OSB SHEATHING BUSSES "' , PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. _MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDETRUSS TOP CHORD @ ROOF HIP/RIDGE . r , 0 VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK , 6 PA TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING S NIS - Cy 1111 , -4 1/29/2015 CREATED ELEV. B STD TRUSSWAY TRUSSES WALL AT THE TOP &BOTTOM &MAXIMUM 8 0 U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT. BLOCKING TO TRUSS TOP CHORD w/ 2 12d NAILS 12" O.C. MAX & 4" O FOOTING & LINTEL STEEL IS ADEQUATE TOP & BOTTOM OF WALL; REBAR °'" @ FROM EA. END. NOTE. PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 ,� POSITIONERS IN MIDDLE OF WALL BLOCKING w/ 3 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND + 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. - B I x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS X RACING. MIN 2 s G 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM „ „ ,_ „ 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE X BRACING ALONG TRUSS SPAN @ 10'-0" MAX ANDCO2 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. X BRACING TO START 20-0 MAX FROM #1 HIP MASTER PER BILL YOUNGMAN, S REQUEST GIRDER AND / OR 4 BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED. IN BOND COURSE. EMBEDDED O FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.' ANCHORS OR EPDXY FASTENED sTuas SHALL BE USED. UPDATED ELEV. A STD W/TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES 1/4 TO + 1/2 o „ -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PER TB -56 DRAWINGS. ATTACH W/ 2 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN O � m CELLS BELOW. THE USE OF FELT PAPER AS A STOP iS PROHIBITED: ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. _ -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (T„ „ o BRACING MAY BE USED LL.O, PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR(3) 3 DAYS AND NO WEB SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3 CONCENTRATED LOADS FOR 7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 _ �, ( AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND. BOTTOM OF HEEL W/ (2) o 14. DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ W Q 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND Z N „ z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12 TALL. 2x4 SYP #2 L9CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN F �' 8� BOTTOM TO TOP W! 2 12d NAILS AT EACH TRUSS MEMBER DIAGONAL BRACING � .- WOOD CONSTRUCTION Q - ._ .� DESIGN PRESSURES WIND DESIGN LOAD INFORMATION DIAGONAL BRACING REQUIRED AT CLB PER BC0I-03. WIND SPEED (ALLOWABLE) 108 mph 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BUILDING TYPE V B SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES WIND SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED (+) VALUE DENOTES PRESSURE REGARDLESS OF SPECIES U•N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR G) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW (+) 21.2 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED - 22.9 WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO (+) 20.2 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE (-) 22.0 SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING (+) 19.0 AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). - 20.8 BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION (+) 18.0 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT - 19.8 5. ALL LUMBER SPECIIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S 9'-0" x 7'-0" (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. (+)18.4 SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION (-) 20.9 DESIGNED AND DETAILED BY OTHERS, 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAYBE SUCTION DIAGRAM s 5 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) a CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA HOLES OVER 1" IN DIIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS IS 15FT, 2 STORY HOME IS 30FT SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL &EPDXY OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 140 MPH OR GREATER IS CONSIDERED TO BE IN THE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/74" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT, PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR '"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) . MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS CELLS PER PLAN. 2 E = 1,800,000 Ib/in U.N.O. = 2,000,000 WinZ U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM+1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 STRUCTURAL STEEL Fc 11= 3000 MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fc1. II= 3000 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI, PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TORE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. SISTANT BOARD FOR 24" O.C. FRAMING UNLESS ` SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. OT PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' LINO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W1(3) 10d TOENAILS EACH END, THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA G) O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 - 20.8 -) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+)18.4 + . (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM s 5 4 4 a 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. w ■ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. L, I I L_ _iI I L I FOUNDATION NOTES: W 1. PROVIDE MIN.6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE I- - ROUND TOP, TROWEL LAPPED MIN. 6" AND SEALED. Q SMOOTH �. 2. PROVIDE 3-1/2 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH :. PRIME PIPE W/ RUST PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL INHIBITIVE PRIMER (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH, MEETS OR .:; AND FINISH PER EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. BUILDER DIRECTION 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM II ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 6 SCH. 40 STEEL PIPE , FILLED W/ 2500 psi LAP SPLICES SHALL BE NO LESS THAN 25'. <? p ti RETE CON .••,,. C 4; CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR a..,. �......•. >.,,..,::. ,. ,. RECESSING DOOR SILLS. Z :. SLAB PER PLAN EXTERIOR SLABS SHALL SLOPE 1/8 PER FOOT AWAY FROM HOUSE. -. :,.. ,.... 2500 psi CONCRETE 5. ;.:. • , :., .... BASE FOR :. : •;• . • CONTROL JOINTS IF SHOWN ARE NOT REQUIRED BY CODE BUT ARE ` -- ... � . .,. ,.... ch EMBEDMENT 6., .. ...... • . WHEN USING FIBER R INF. N � SUGGESTED (ESPECIALLY W E US E E CONIC.) ). ..,.. .: . ,..TREATED SUB GRADE II .. ,• .� ..:. CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4 OF THE r. PER SPECIFICATIONS U) ,,, ,<,; •� ;�� THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR AT APPROVEDMETHOD.W ;, .,,.:1•,::., , USE ALTERNATE PPROVE _ z Q „ - 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. . FOUNDATIONSA UPPORT FOR OUTDOOR MECHANICAL 8 AND S SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION _ 1 BOLLARD DETAIL � INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED .�.� DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED , 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS 0 orlllil9f®® W AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 F DARD 1® �B �� a o FOOTING STEP DOWN AND CORNER INFORMATION. it ti Gt"! - � s • o • CJ 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE • W W W • a c`..i _ o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH • .� Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER - wWwa• -� ' .� a '.'"�• •�`� I COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS Q ( • �` a. d-t.J D FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS 1N THE �'• , •®, <C PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL •• • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO • "4, «� J J .FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. .° ILL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS I® I: 1 AAa I COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 MODIFIED PROCTOR), THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS p BEEN DESIGNED FOR MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. O' O 14. PENDINGT I IF STEMWALL I SITE CONDITIONS, S E LLS REQUIRED, G.C. TO O DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE`' M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND a ,O. 75 -0 FOOTING SIZES PENDING DEPTH OF STEMWALL. >, a 100 0.11 91-811 65 -4 70, FOOTING SCHEDULE z 44'-8" 11 91-010 2 STORY FOOTING 1 2 x12 x 2 dp w #5's @ 6 O.C. EA. WAY MIN (2) # 5 E.W. O N "C> U F01 F02 24"44"12"d w/ #5's 6 O.C. EA. WAY.'. MI 4 # 5 E.W. 11 SD1 SD1 O 2.3 28"48"12"dp w/ #5's @ 6 O.C. EA. WAY MIN (5) # 5 E.W. CC 001 Cr7 ■ MF01 D01 00 SD1 1 ■ SD2 N 2.5 30 x30 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (5) # 5 E.W. S2 FD 0 2 p2.6 32 x32 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (6) # 5 E.W. z • 20'-8"O a' O 1/8" / FT. C7 I I c0 � Z PITCH - - 3 36 x36 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (6) # 5 E.W. 1`01 L U F05 F- :; .� O 3 1/2 THICK CONC. SLAB W/ 6X6 SD1 _ O � 3 •- O _ O W 3 U- = EXTEND FOOTING UNDER W/1.4 XW/1.4 W.W.F. OVER 6 MIL V -4 FIN. FLR � °° u_ Q Ca N _ d - POCKET SLIDER rn 4211x4 11x12" d w/ #5's 6" O.C. EA. WAY MIN 7E.W.V) M � w _ > cw VAPOR BARRIER OVER 2 P @ O # 5 E. I�, O d _ 1 d Q' r- Z �Z� COMPACTED FILL. 1 11 51 O o 31-611 o Q H F11 1 H (rj . � O .+ PAVERS SD1 I " " 1 11 Z N I§F�djj4 48 x48 x12 d w/ #5 s 6 O.C. EA.r WAY - MIN 8 # 5 E.W. U-0" FIN. FLR O (- J N �Zn - I MF1 o v � � g 9'-8" TWO STORY 3 1 " " " 1 - 4x54 x16 d w/# s 6 0. . EA. WAY MINE.W. 11 � .- 4.5 5 p 5 @ C (9) # 5 E '� (n G � FOOTING _7 o SD1 N , O Z Z � W635 Q � � 99 E M I 0 O I � 11 ,- ,, 11 SD1 �. MF01 = 21 -4 7 10 5'-11 6011x60"x161' d w/#51s 6" O.C. EA. WAY MIN 10 # 5 E.W. o U SD1 N o L -N 4._ .aq Z _ _1 = O O ■ ■ ■ N I O �. c M M - F03 F06 0 -1 W 5D1 SD1 � 1/8 / FT. • ce, W F03 PITCH 1 11 SD1 I - I, 1 3 _ - SYM$OLS LEGEND : cn — F06 � 4 FIN. FLR 0 SD 1 c*� • D01 o0 8 1 0 . INDICATES GROUT FILLED CELL WITH 1 VERT. #5C NT. FTG. C7 F06 II ■ O 0 v . 1 J SD2 N �_ " . V D1 TO TIE BEAM 6 8 O.C. MAX U.N.O.. •� (� S ( ) O F11 ■ ■ 12-10 17 4 SD1 —� C -- 1 -1 � • INDICATES GROUT FILLED CELL WITH 2 VERT. #5 CONT. FTG. u� MF01 ( ) >- � F02 LV � SD1 F03 0o TO TIE BEAM. 1 J p SD1 D \/ M 1, O 1/8 / FT. 04 23 0 8 A _ PITCH INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. T - Z -4 FIN. FLR _ 1 7'-611 ao _ 11 1 11 1 O \ 0 3 -8 5 -4 00 li- • (� 11 I F01 •... u� Z N. FLR - O Ci SD1 • J N J O A/C A/C PAVERS 1 r� " _I PAD PAD A ■ ■ ■ ■ ■ ■ ■ ■ ■110LL o � O 1 MF01 O 00 C� 2.3 O M F07 r z W) MF01 SD1 = � - ''�� � SD1 SD1 ooI- N ' I- O (� m U) •• O ' .J Z c-4 LL O �r 1_ 11 ILLI M 7 10 � J 1 1 C 11 1-2 - W 52'-4" (/��/�]1 O = 1 11 � 11 Imo. � Q 2 STORY FOOTING 9 -0 131-8.. A Q II 2 II-- ol 76-0" pr 5 is STRUCTURAL ENG: CFG / BAD DRAFTING: ' STRUCT: JV WILD/,y QC CHECK: EA JOB No. TM - 2150669 SANFOR SCALE: AS INDICATED Fp �� DATE: 09/09/2015 FOUNDATION P 1.5 2891 1/4"=11-011 2 ASSOCIATES, LLC An use duplication, ortransfer fer of these documents without the expressed, written consent of strictly COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC y , d p s p to a MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is st Ict y i I BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" A (3)12d TOENAILS 312 TOENAILS O d NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1180 ptf MID -SPAN ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 112" THREADED ROD @ 48" O.C. 1160If p 3rd. PT. BW3 16 ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. a OR ENDNAILS OR ENDNAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED IN WITHIN BRG. WALL TO BE WITHIN TOP AND ED BASE PLATE U.N.O. ON PLANS. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN V-0" TO 3'-11" BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif Mrd. PT. 3 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO ST CONNECTIONS. UD 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. %" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT , THE STUDS ARE TOENAI ED/ EN PLATE AND THE 2X BASE PLATE CAN L DNAILED TO 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. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) D O (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8" ( 2) 2x8 #2 SYP w/1" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) G (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/210 FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) N O PLATE, 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25O 2 1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V O _ 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/ 10 ATTACH ) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. a 6 EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED IN WITHIN BRG. WALL TO BE WITHIN TOP AND ED BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO V-011 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE OA 2 O 2X4 SYP #2 BUILT UP STUD COLUMN OB 3 O 2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN D O (2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN F O (2)2X8 SYP#2 BUILT UP STUD COLUMN G (3)2X8 SYP#2 BUILT UP STUD COLUMN H O 4x4 SYP#2 POST OJ 6x6 SYP#2 POST K O 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. N O 3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. OQ 5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. OS 7x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. V O _ X O - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/( ) a 12 16d NAILS & 5" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. a 6 EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)4" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED IN WITHIN BRG. WALL TO BE WITHIN TOP AND ED BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 2"' 10d .148" x 3" 12d .148" x 34' 16d .162" x 3z" 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 T AG AM E B SIZE CONNECTIONS BE IN ACCORDANCE WITH ASTM A 153.F VALUES TAG SIMPSON CONNECTOR TYPE .VALUES SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx13" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)a"x22" 1 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 140 5 14 50 ON MASONRY: SIMP. META16 (2)META16 OR 2 META20 TO POST: SIMP: HTS20 OR LSTA18 2� 2" NAILS (1)ply TRUSS (10)10d x 1(2)ply FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 13„ NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 1900 (2)ply 1900 NAILS & (18)4"x "' TAPCONS H10A w/(18)10d x 1NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR LSTA18 5 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS FRAME TO FRAME 2490 2900 6 H2.5A w/(10)8d FRAME TO FRAME 535 600 7 MT512 w/(14)90d x 12' NAILS FRAME TO FRAME 860 1000 AT EXT LOCATIONS INCLUDE 312 d TOENAILS) T P T 0 POST: SIMP. HTS20 OR LSTA18 8 (�MGT w/(22)10d 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75 x11.875 LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 2z' NAILS & $" EPDXY ANCHOR w/SIMP. FRAME 70 CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)41" x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 2a' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 / 2 16d SINKERS CENTERED MSTC40 w 5 STUDS TO BEAM/GT 430 5 4745 18 LTT20B w/ 10 10d NAILS & EPDXY ANCHOR WSIMP. SET ( ) .8 COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 2z" NAILS w/$" EPDXY ANCHOR w/SIMP. COLUMN O T FTG. CEMBEDMENT 3640 4235 SET EPDXY MIN. 7„ (3)HTS20 w/(24)10d x 1' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES .. D 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAIN. T w/ IMP. META16 2 .c. OR 32 o.c. VERIFY w/ TRUSS T R TRUSSES PARALLEL TO MASONRY WALLS CONNECT S 4 0 A FLOO@ TR IF SITTING ON FRAME WALL USE SIMP. LSTA18 14 F VERTICAL SPACING WITHIN FLOOR USS SHOP DRAWINGS OR C T ( LSTA18(14) @ 24 o.c.OR 32 o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 1F UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE T AG AM E B SIZE CONNECTIONS BE IN ACCORDANCE WITH ASTM A 153.F - W O TO POST: SIMP. HTS20 S0 OR LSTA18 8 APA SHEATHING NOTE. SPAN SHEATHING AT ALL UNSUPPORTED 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)a"x22" PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END PLATE TAPCONS WITH (3) 10d TOENAILS. 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"x "' 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"x23' TAPCONS ON MASONRY: SIMP META16 T P T 0 POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)14d NAILS & (18)41" x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: 2 SIMP. META16 85.25x16 (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 O S 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 RE . REQ'D. MIN 4 BRG. EA. END 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED R NOTCHED IN A 0 O ANY WAY. WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: Lu T F PLAN DEPICTED IS NOT INTENDED TO SERVE A TRUSS DESIGN. 1. HE ROO LQ 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. 4E . FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE z CONTINUOUS FROM FLOOR TO CEILING. 0 h 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING` CL ADDITIONAL LOADS: A A SOFFITS AN SOFFITS LLCEILIN G HUNG AND U WITH CABINETS AS SHOWN ON PLANS. W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8.. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCS1 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER, THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W �+ W _ TRUSSES .., 10 5 /8" USE GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE U THE GARAGE. 91i 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS B �' d ��� LI' '��arm�®�� �a fl O PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ��,.s = N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ��� 9% oL<y W 6 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 0 0-% 6 w Z Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD E.O.R. FOR REVIEW.' Q • 'N e <J UAND APPROVAL. AT THIS TIMEHE E.O.R.E.OR RESERVES THE RIGHT TO REVISE THE w w• � PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS A Q S ®� Q SHOP DRAWS ADDITIONAL FEE'S MAY APPLY. START WG CONSTRUCTION OR �o TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ° � ,CL - R J NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF � 0 -4 A / a. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LL A� �a' - LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD:. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND c BUILDER TO DETERMINE THE REQUIRED SIZE. (2)7 Ib MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP. OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED'' o Q AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. 4, . CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. p•, N BUILDER NOTE:' d- 6 µ�. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE � mm���. - z , a O TRUSS MANUFACTURERS LAYOUT _ - - STOP---- i a P �I AND CALL THE ENGINEER OF RECORD PRIOR TO �' PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS.: �•; ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4 O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND �� N Ll.. 12 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. - va Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. c U 55 3F v GABLE ENDS: U w E' ALL SHEATHING TO BE .MIN. 15/32 O.S.B. AND SHALL BE NAILED 1 ROW @ 3 O.C. Q rn a n W � AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL, 6 m O.C. ALL OTHER � °� � Z V) EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z U �s 25 m Z z Z t= EXTERIOR WALLS: W -I h a O � SEE WF10/SD4 FOR MORE INFO... � 0E- rn Z5 s U V Z NAILS: � a O ME NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.06 I vs ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK; � J U CG � Q , HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE c C JU^ ZEQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY OF•- p TREATED WOOD SHALL BE HOT -DIPPED ZINC-COATEDGALVANIZEDSTEEL i- W� NCZ STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL H �... BE IN ACCORDANCE WITH ASTM A 153.F - W O APA SHEATHING NOTE. SPAN SHEATHING AT ALL UNSUPPORTED W 2 Z 24/16 RATED REQUIRES BLOCKING PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. J 0 W � Z O r �� Z J O O Ce -� y4U OCOO , N O J Z ~W LU �0OLL O o�� CL STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: JV QC CHECK: EA JOB No. TM _ 2150669 SCALE:.. AS INDICATED NOTES & CONNECTOR LEGEND _ DATE. 09/09/2015 1/4 -1 -011 s ANFORD 41 0 �pgR1TfEC' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 5-2891 FU X .' ° GRADE 40 GRADE 60 ' 4 JA LENGTH LAP SPLICE BEND 0 LENGTH P d „A„ NO e d „D„ TYPI AL SHEAR WALL SEGMENT ,,D„ #3 17/8 41/4 7 PRECAST LINTEL LOAD TABLE A' a 41/4 GENERAL CONCRETE LINTEL SCHEDULE 18 #4 °. 5 5/8 91/2 ° 3 5518 121/2 24 #5 31/8 7 CONTRACTOR TO AT CORNERS PRECAST U METAL LATH OR 151/2 30 #6 33/4 81/16 14 30 41/2 8 1/16,18 1/2 36 #7 j 43/8 9 13/16116 1/21 35 1 51/4 9 13/16.213/4 42 VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO h Q STANDARD LINTELSTYPICAL PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES � CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F$ -0B 8F16-1 B / 8F16 -0B 8F24-IB/8F24-OB 81732-113/81F32-013 FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. BEARING MIN 3" : LINTEL, #5 TO BE ; PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 10 HOOK 1 -6 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO PROHIBITED) IRE T BE FILLED NOT REQUIRED O 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. _ „ 2 2 7 1 83 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10 000 ' • SIDE VERTICALS ' STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. ,- „ 2 $ 1343 2693/2661 6113 / 3820 8974/5961 10000/8107 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 Oe e. °e ° ° d 4 „ $ BEARING EA. END 3 -4 „ 1006 1663/1349 5365/1999 7342/3123 :10000/4249 d d .e _ °: < ,h '--° TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL ..—• .. ° :' : .. 4•. .< ' � . �. •• ' �. : •• w �• — e e a ° . e ° ,. e ° E cn BLOCK FILL w/3000 psi CONC. w/ (1) #5 DIA. 4. T ARE D IN P A .'IF DEEPER I INSTALLED LINTEL MIN. DEPTHS E CALLE OUT ON LINTEL L N E E LINTEL NSTALLE THAN _ „ 4 0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° ° e REBAR INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ` 4 -6 710 1423 / 1105 4360/1631 1631 6036/2549 8328/3470 . ° .. 4. • " O U_ ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR. FOR APPROVAL, Z 5-2 7 5 0 1232/ 2 1 32 3480/2580 8360/3586 8825/4592 1'4 14 e , e ¢ 5. ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD 61-211 488 991/991 2661/2143 6681/2698 6472/3685 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 A1843/1625 p- CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0- l 4 A I a z W ADEQUATE FOR THE LOADS. 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ° d ° to 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOWR.O. SPECIFICATIONS 0N PLAN. DIMS U 9'-2" 315 618/535 1533/1247 2781/1946 101-01,292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY2 U)z 10'-8" 277 / 352 54 /11 2 49 12 3 2193/1567 3552/2003 ° �' LlI, I WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 11 '-2" 255 471/352 1075/1075 1838/1567 2883/2003 a . ROUGH OPENING PER PLAN �' �_ e . d 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418 / 297 1075 / 1045 1$38 / 1446 2883 / 184$ w d d STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION. MEANS AND METHODS 121-810 0 369/261 1002/984 1697/1361 2630/1738 4 z ° I. , • •; .I ° �° #5 DIA. REBAR „ 13,_ 4 0 328/0 1234/0 1779/0 2662/0 O . , FU X 14'-0'. 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 16-0 0 284/0 / 8 950 0 1379/0 1997/0 -- --- - - T 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS IAL+ S z 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS =3600 PSL: W O e. Cr 20'-0" 0 180 / 0 598 / 1 _ .r I I ° 0 024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. 4 20'-8" 0 145/0 550/0 981/0 1376/0 3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP .' ° GRADE 40 GRADE 60 ' 4 JA LENGTH LAP SPLICE BEND 0 LENGTH P d „A„ NO e d „D„ TYPI AL SHEAR WALL SEGMENT ,,D„ #3 17/8 41/4 7 15 A' a 41/4 4 18 #4 °. 5 5/8 91/2 ° 3 5518 121/2 24 #5 31/8 14'-0'. 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 16-0 0 284/0 / 8 950 0 1379/0 1997/0 -- --- - - T 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS IAL+ S z 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS =3600 PSL: W O e. Cr 20'-0" 0 180 / 0 598 / 1 _ .r I I ° 0 024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. 4 20'-8" 0 145/0 550/0 981/0 1376/0 3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 � x _ 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COM SSIVE o RECESSED LINTELS FILLED ®�1�Luil1/!®® ui INDICATES FILLED CELL FROM FTG. TO TIE _ _ _ _ STRENGTH = 1900 PSL r� ®4� 't CLEAR OPENING 8R6 1B/8R6 OB 8R14 1B/8R14 OB 8R22-1B/8R22-OB , rP D_ o r- N .. � BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 21_4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE °°® it _ N d : e e ... ,� 8• �u ®° ,ate ° MD08/S5 FOR LAP INFO. ,_ „ . e• 2 8 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ��•° •°�� � � w o PROVIDE CLEAN OUT OPENING GROUT 3'-0" 1230/1230 2769/2769 4085/4085 •° a, z z ,. �y Q I. GRADE 40 GRADE 60 ' 4 JA LENGTH LAP SPLICE BEND 0 LENGTH P „A„ NO -SHEAR WALL T OPENING „D„ TYPI AL SHEAR WALL SEGMENT ,,D„ #3 17/8 41/4 7 15 e d 41/4 91/4 18 #4 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 � x _ 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COM SSIVE o RECESSED LINTELS FILLED ®�1�Luil1/!®® ui INDICATES FILLED CELL FROM FTG. TO TIE _ _ _ _ STRENGTH = 1900 PSL r� ®4� 't CLEAR OPENING 8R6 1B/8R6 OB 8R14 1B/8R14 OB 8R22-1B/8R22-OB , rP D_ o r- N .. � BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 21_4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE °°® it _ N d : e e ... ,� 8• �u ®° ,ate ° MD08/S5 FOR LAP INFO. ,_ „ . e• 2 8 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ��•° •°�� � � w o PROVIDE CLEAN OUT OPENING GROUT 3'-0" 1230/1230 2769/2769 4085/4085 •° a, z z ,. �y FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE C'V " tv W U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ` p _j = / "® 5'-4" 664/572 1761/1761 2595 /2595 LINTEL F FILLED WITH GROUT ¢�„ s --L SEE FOUNDATION FOR FOOTING 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ^•'° 6 Q „ QUANTITY OF #5 REBAR .® `' '�" J 0 7 -4 480 / 322 1334 / 1334.. 1964 / 1552 @ � °..�°�• Lt.i � O „ a - BOTTOM OF LINTEL CAVITY •^ 8 -4 415 / 235 1152 / 1152 1694 / 1552 O 8RF6 1 B/1 T � _ � - 81716-1B/1T TYPICAL MAS MASONRY CONSTRUCTION a 8178-1g/1T �_ D06O 0 1 FOR HEADER DEPTHS DEEPER THAN 32" USE VALUES FOR 32" DEEP A QUANTITY OF #5 REBAR AT TOP.. „ _ ,_ ) HE DER 'SCALE. 3/4 1 0 2 FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR THE NEXT DEPTH DOWN Oc 8RF14-1B/1T NOMINAL HEIGHT �o+ 0 NOMINAL WIDTH D cry ' 08F16-1B/1T ' TYPE DESIGNATION EO - 8RF14 OB/1T A*ft co, N F- n _ 8F16 OB/1T 1-1/2" CLEAR � a c 8F20-1B/1T _jC7 0 i c O Z ° � #5 REBAR AT TOP MIN. (1) REQ'D � _ o - H 8F20-0B/1T 0 +, v¢ ¢ z a C.M.U. Q8RF22-1B/1T ao4 GROUT LO O (D 0 _ U')z #5 REBAR AT BOTTOM OF LINTEL U 8F24-1B/1T to CAVITY, O 8RF22-OB/1T BOTTOM REINFORCING PROVIDEDO ' A SEE PLAN FOR TOP OF WALL AND LINTEL INFO '�•�` . , ........ ' '• '. • .. 7-5/8" ACTUAL IN LINTEL (VARIES) � M ..:....•.., ....... :. • .. ....' ..; ... .:........ .'.. .,. .':.:. r.. .•... 8 NOMINALWIDTH .,. ' .,,.. 3...•....• O $1724-OB/1T � m .� :. N FILLED • „ „ 8RF30-1B/1T •. .. r....... ....,.:.LINTEL PER PLAN •• • .... • .s�.. 4 . ..:.... :.., .. a 81732-113/1T 1-1/2" CLEAR R 8RF30-OB/1T ' • • ' TRANSOM OPENING O O _ O ° ••:.• ..: ..--- ~--. .., , . ; :: -I- #5 REBAR AT TOP MIN. (1) REQ'D � Z ......: s F -0B/1T O 832 v c �v d C.M.U. FRAME INFILL AROU , _ z _ _ cn g.r •.�. WINDOW BY BUILDER ..:, ;..., .. SEE FOUNDATION. _ r 81738 1B/1T � � W o�°-� ,a f.7 ! : •;' : O D to '• SEE WF01/S6 FOR PLAN FOR FILLED CELL O - O D N N ;. ;a•: M N D Z Ar Z pM MIN. 1 IS REQ'D - O u 8F12 -1 WIT „ 06 � z U) o� INFO O Q rn • e .,... MORE INFO � .; .` .: '•:'':., � � a � 3► P • ,. ON EITHER SIDE U.N.O._ C') — d I .5 :.. ,.:., D coBOTTOM REINFORCING PROVIDED .. v 8F40 -0B/1 T'i` Z j �F m — :•,, ,. 0 7-5/8 ACTUAL IN LINTEL (VARIES) „ O 8 NOMINAL WIDTH :.A w 8178 -0B/1 T UNFILLED J cn o ---_ (2) 2X8 WOOD HEADER xO Z z n WCJ ,.. TURNED SIDEWAYS.W O a�� FIRST PLY 2X8 TO o U z SAFE LOAD TABLE NOTES E-- .� MASONRY WALL W/ DOOR OPENING , ., .. ;:: _ E W 00 StMPSON HUS26 HANGER co 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION. SAFE LOADS FOR UNFILLED �"" Z LL EA. END. W/ (6) 3/16"Ox ° LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN'6-1/2". LOADS FOR ALL O Ca 1-3/4„ TAPCONS INTO .ti RECESSED LINTELS BASED ON 4” NOMINAL BEARING. _ ' • "' ' ' � (DD co MASONRY & (4) 1 Od X 1 „ „ TRATED. " NAIL INTO HEADER, 6'-4t' 3 -2 -8 2. 0 = N0 � I•- 1 /2 S W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED..... PLY 1ST PLY W/ �� I I W 2ND L O „ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 10d STAGGERED @ 6 O.C. D 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F F F O ADDIONAL REINFORCED MASONRY ABOVE THE. PRECAST LINTEL. �+d" O O- O 7 -0 7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. DO LINTEL W/ TRANSOM DETAIL 6.oNE# RE A S V SCALE. 3/4„ :, 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY _ 1 - -0 .es U CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) Q I. GRADE 40 GRADE 60 ' • aj ° BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH P „A„ „B„ „C„ „D„ 1'F'' „B„ „C„ ,,D„ #3 17/8 41/4 7 15 e d 41/4 FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE C'V " tv W U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ` p _j = / "® 5'-4" 664/572 1761/1761 2595 /2595 LINTEL F FILLED WITH GROUT ¢�„ s --L SEE FOUNDATION FOR FOOTING 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ^•'° 6 Q „ QUANTITY OF #5 REBAR .® `' '�" J 0 7 -4 480 / 322 1334 / 1334.. 1964 / 1552 @ � °..�°�• Lt.i � O „ a - BOTTOM OF LINTEL CAVITY •^ 8 -4 415 / 235 1152 / 1152 1694 / 1552 O 8RF6 1 B/1 T � _ � - 81716-1B/1T TYPICAL MAS MASONRY CONSTRUCTION a 8178-1g/1T �_ D06O 0 1 FOR HEADER DEPTHS DEEPER THAN 32" USE VALUES FOR 32" DEEP A QUANTITY OF #5 REBAR AT TOP.. „ _ ,_ ) HE DER 'SCALE. 3/4 1 0 2 FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR THE NEXT DEPTH DOWN Oc 8RF14-1B/1T NOMINAL HEIGHT �o+ 0 NOMINAL WIDTH D cry ' 08F16-1B/1T ' TYPE DESIGNATION EO - 8RF14 OB/1T A*ft co, N F- n _ 8F16 OB/1T 1-1/2" CLEAR � a c 8F20-1B/1T _jC7 0 i c O Z ° � #5 REBAR AT TOP MIN. (1) REQ'D � _ o - H 8F20-0B/1T 0 +, v¢ ¢ z a C.M.U. Q8RF22-1B/1T ao4 GROUT LO O (D 0 _ U')z #5 REBAR AT BOTTOM OF LINTEL U 8F24-1B/1T to CAVITY, O 8RF22-OB/1T BOTTOM REINFORCING PROVIDEDO ' A SEE PLAN FOR TOP OF WALL AND LINTEL INFO '�•�` . , ........ ' '• '. • .. 7-5/8" ACTUAL IN LINTEL (VARIES) � M ..:....•.., ....... :. • .. ....' ..; ... .:........ .'.. .,. .':.:. r.. .•... 8 NOMINALWIDTH .,. ' .,,.. 3...•....• O $1724-OB/1T � m .� :. N FILLED • „ „ 8RF30-1B/1T •. .. r....... ....,.:.LINTEL PER PLAN •• • .... • .s�.. 4 . ..:.... :.., .. a 81732-113/1T 1-1/2" CLEAR R 8RF30-OB/1T ' • • ' TRANSOM OPENING O O _ O ° ••:.• ..: ..--- ~--. .., , . ; :: -I- #5 REBAR AT TOP MIN. (1) REQ'D � Z ......: s F -0B/1T O 832 v c �v d C.M.U. FRAME INFILL AROU , _ z _ _ cn g.r •.�. WINDOW BY BUILDER ..:, ;..., .. SEE FOUNDATION. _ r 81738 1B/1T � � W o�°-� ,a f.7 ! : •;' : O D to '• SEE WF01/S6 FOR PLAN FOR FILLED CELL O - O D N N ;. ;a•: M N D Z Ar Z pM MIN. 1 IS REQ'D - O u 8F12 -1 WIT „ 06 � z U) o� INFO O Q rn • e .,... MORE INFO � .; .` .: '•:'':., � � a � 3► P • ,. ON EITHER SIDE U.N.O._ C') — d I .5 :.. ,.:., D coBOTTOM REINFORCING PROVIDED .. v 8F40 -0B/1 T'i` Z j �F m — :•,, ,. 0 7-5/8 ACTUAL IN LINTEL (VARIES) „ O 8 NOMINAL WIDTH :.A w 8178 -0B/1 T UNFILLED J cn o ---_ (2) 2X8 WOOD HEADER xO Z z n WCJ ,.. TURNED SIDEWAYS.W O a�� FIRST PLY 2X8 TO o U z SAFE LOAD TABLE NOTES E-- .� MASONRY WALL W/ DOOR OPENING , ., .. ;:: _ E W 00 StMPSON HUS26 HANGER co 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION. SAFE LOADS FOR UNFILLED �"" Z LL EA. END. W/ (6) 3/16"Ox ° LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN'6-1/2". LOADS FOR ALL O Ca 1-3/4„ TAPCONS INTO .ti RECESSED LINTELS BASED ON 4” NOMINAL BEARING. _ ' • "' ' ' � (DD co MASONRY & (4) 1 Od X 1 „ „ TRATED. " NAIL INTO HEADER, 6'-4t' 3 -2 -8 2. 0 = N0 � I•- 1 /2 S W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED..... PLY 1ST PLY W/ �� I I W 2ND L O „ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 10d STAGGERED @ 6 O.C. D 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F F F O ADDIONAL REINFORCED MASONRY ABOVE THE. PRECAST LINTEL. �+d" O O- O 7 -0 7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. DO LINTEL W/ TRANSOM DETAIL 6.oNE# RE A S V SCALE. 3/4„ :, 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY _ 1 - -0 .es U CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) W J GRADE 40 GRADE 60 ' BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ „B„ „C„ „D„ „A„ „B„ „C„ ,,D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 5518 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 8 1/16,18 1/2 36 #7 j 43/8 9 13/16116 1/21 35 1 51/4 9 13/16.213/4 42 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT. r OM � 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.W W J 0 cti 511 Z 0 � 1 1 Z Z i0 Q J Q LINTEL PLAN W 0 O Ln 1 N IX 1/811= 1 1-011 W _j Z ®1•� 0W A CS W X00 , C x a h °. q� #4-2 _ ♦ U` ” ' . #5 = 2 %2' STRUCTURAL ENG: CFG /BAD d ° + 4 •° #6 311 DRAFTING: °d #7 -%i' 4 ' A. 3 ° �'-STRUCT: JV e • n ', .•. .°.•' QC CHECK: EA "Bt44 JOB No. TM - 2150669 .h.. 4 e.: ' aUIL LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 1800 HOOK c SCALE: AS INDICATED 5q NPO DATE: 09/09/2015 o'D D084� REBAR SPLICE DETAIL �OgnTM��� SCALE: 3/4" = 1'-0"S5 X15.2891 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO -- (1) #5 FROM FTG. TO IF BRG. WALL ABOVE HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER TIE BEAM SPLICE TO 1/2" J-BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING ~ TIE BEAM SPLICE TO a � a 14 Q BE MIN. 25" GROUT I' BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID U)MIN 4" REQ'D BELOW MASONRY WALL MASONRY WALL w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" i .` L ., II � SEE PLAN I' SEE PLAN ¢ FOUNDATION PLAN COVER TYP. e 11-1/2" COVER TYP. CONC. SLAB PER — - - - - > FOUNDATION PLAN 2 1/4 CONC. SLAB PER 'L PER w CONCRETE SLAB PER u7 FOUNDATION PLAN CONCRETE SLAB PER CONCRETESAB I I z W FOUNDATION PLAN FOUNDATION PLAN ¢ _ S g FOUNDATION PLAN of z z 2x PT SILL PLATE 2x P.T. SILL PLATE II: > CL w w 7W a, °- g j I' VARIES s -I�_-I IIIL,:— _---II •,.. dIIa -' , ° ad °— , ° ,Iea ' II_�_. I - -�IM�1 c ----I —II -1 I----I — II Id I° —I 4 CL Uj I _ -I --i I __-I IIII�--I 1 II=. —__••p••:I. _ .. I--<. ..�b ._- •.,. I. d�=•.' 1I-_=III� II1--=-1I 1L=-I1 - IL--�1 I ; L I I--Y T_.— I —1: 1-• III-1 =I I--_ III--.�1 I I--_ I . I ho-III __ v '° I °-;' —• '°= I.I,I 1j, U) ;:' Cooo �(n 44 SEE PLAN w Co GRADE cnW dId GRADE Z _45o I 1=1 Ip— �NS4. 4dO- d -1 - 00 a I I III � 1=FI rtIII I - -vW Q1—p16 8" CLEAN COMPACTED(2)#5 BARS CONT. (2) #5 BARS CONT. W/ 3, COVER TYP. CLEAN COMPACTED FILL 95/STANDARD CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTEDW/ 31COVER TYP. I3 CO (2) #5 BARS CONT. w/ 3 811 (2) #5 BARS CONT. w/ 3 FILL @ 95/STANDARD DENSITY FILL @ 95/STANDARD v COVER TYPAT 81FILL @ 95/STANDARD COVERYP'AT FILL @ 95/STANDARD V-4" DENSITY 1-4 DENSITY co DENSITY DENSITY (2) #5 BARS CONT. w/ 3 2-STORY COND. (3) #5 2-STORY OND. �-� (3) #5 ` CLEAN COMPACTED ' COVER TYP., AT BARS REQ'D &FTG TO BARS REQ'D &FTG TO _ FILL 95 /o STANDARD .1 WHERE 2ND STORY OCCURS, FTG 2 STORY COND. 3 #5 @ BE 20 WIDE BE 20 WIDE WHERE 2ND STORY OCCURS, FTG 1 .1 O 11 SHALL BE 1 -4 WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY SHALL BE 1 4 WIDE w/(3) #5 BARS BE 20" WIDE W a AFO� TYPICAL EXTERIOR FOOTINGAFOTYPICAL GARAGE CURB FOOTING AFO NON-BEARING SLAB STEP DOWN DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN AFO FOOTING AT INTERIOR BEARING rsi'i+d . � ®rr rrrrr w � 11� 1 11 11_ 1 11 -1_ 11 - - 3/4"=V-0" 3/4"=V-0"3/4 -1 -0 3/4 1 0 ti C140 •o I — Ln d • r z-.. LLJ .OPT. MASONRY CURB LL . w o @ E 0 O cn ' C CONT.BAR VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D �, �, - STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS I1 SLOPED GROUT TO w -. • DRAIN G� p - MASONRY WALL •® ,• n-/ OPTIONAL CURB BY 4 d M SEE PLAN «p w, BUILDER MIN. 24" BEFORE ar l .�..• .. p .. :.' U_ I I „ 11 ANOTHER STEP I •. CONC. SLAB PER 1 #5 FROM FTG. TO z CONC. SLAB PER 8x12 THICKENED �. a . O e d e SLOPE 11 CONC. SLAB PER FOUNDATION PLAN SLAB w/ 1 #5 CONT. FOUNDATION PLAN TIE BEAM MIN. 25 8 a #5 CONT. ER SPLICE GROUT CELL FOUNDATION PLAN w/ 3 COVER TYP.' i •' . P MFG e. 1 a fd REINFORCEMENT SEE SOLID PER PLANS a FOUNDATION PLAN � • . : . • •' .' .:. 4, ' a � ... '. .: GRADE � a°, • . 4 e . - I y a a y � .a . .., w ° .d .r: ; q• FOR QUANTITY x 0 z .� d.LU 0 e a I a. CO 'rib' q •. �1 a L-III-) I I-1 I I—I h _ _ a d a THRESHOLD PER MFG <a ' - q - - - a 5 x 25 x 25 CORNER d d:: p F — I11 III III I _ a = a 4r _ _ "° EA. v! - - BAR, ONE FOR — — 4 • a I W _. ° . I ( d . d it HORIZONTAL U I - --- I—II1=1-II-I I ( (( - 11_ d CONC. SLAB PER I w eu_I I II D d $ REBAR, TYP. U.N.O. I --- I I a, . , •. FOUNDATION PLAN I .- ,- — o W ° e ° • ,° .. 4. a a � I — — a - e. e — -► — — — — I- W .. d I I a.'� a pro I-I I—I i I—i I W T. — �.— — — e ° d. - Q I I L-III e a 1 (2) #5 BARS CONT.III- W - - T, , . a .. W/ 3" COVER TYP.; @V-4". Rf SLOPE 4 : �_ - -III= - (2) #5 CONT. w/ 3"F > II O I � - D II - - ' ��.:... �:° ' 2-STORY CONDITION _ � '! . ,�� - - 16 MIN. - __ COVER TYP. w ' m 1 .1 U (2) #5 CONT. w/ 3 1- -- I PER MFG . (3)#5.BARS w/ 20.. " 1 -4 2) #5 BARS CONT. -' I I - - _ - - SLOPE EXT. SURFACE ! U L ( co COVER TYP. I I III I I 1 1 1 I I (2) #5 BENT BARS w/ - -�-'ti 11 �- 11 - WIDEFOOTING � ~ ' W/ 3 COVER TYP. OR GRADE 1/4 PER CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN COMPACTED ° FOOT AWAY FROM ; FILL @ 95% STANDARD o 0, FILL @ 95% STANDARD BUILDING - �IIII WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT FILLER Ac� INTERIOR BEARING WITH CMU AFO�FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGEAFO�\TYPICAL STEP FOOTING DETAIL AF`11'�TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT T H 11_ 1 11 - 11— 1_ 11 11— 11_ 11 ` - 3/4 -1 -0 3/4"=V-0"3/4 -1 0 3/4"=V-0"3/4 -1 0 3/4"=11-011 • VJ • o z FILLED CELL PER PLAN T PER PLAN • C7 WOOD POS P o � _ FOR SIZE AND BASE � � f g CONNECTION W � 4 ;. � o06 S W Si TOP COURSE TO BE < '' GARAGE U' v CHAIR BLOCKS. Z ENTIRE BASE TO BE `Z P: FILLED SOLI© J TOP VIEW CORNERELEVATION O SEE U) Z CMU BASE wB 1 #5 O 1- o CONC. SLAB PER VERTICAL EACH GARAGE WALL @ FOUNDATION PLAN U BEYOND CORNER. SEE FLR. Q 1- PLAN FOR BASE SIZE ° o ❑ H a � W Z d' o ca p DRIVEWAY BY i SEE FOUNDATION FORI-- - RETE " --_ BUILDER CONC PAD SIZE e w 4 F v .d J �- I. LU li OR PAVERS � ° W W , CONC. SLAB OR '7 d • > W O PAVERS PER PLAN w W - - = - CLEAN COMPACTED d _70 --- GL �• d II _ I I- FILL @ 95% STANDARD DENSITY - n " q ° 1 A Lam° •. wi � `..' _ '� 8 x 8 THICKENED (- �. q 8 3 COVER TYP. CLEAN COMIPACTED - EDGE w/ 1 #5 CONT. °,.. ° O FILL 95% STANDARD DENSITY W J O #F13�THICKENED EDGE GARAGE DOOR AR'�FOOTING ENTRY MASONRY COLUMN NOT USED W 3/4 -1 -0 3/4"=V-0" -0 Z ti � 0 11 F- r r TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 11- CENTERED AT PIPE Z Z ''— PENETRATION J 0 O -� m 4 d aw 1 „ 8 CMU _ VE Y TOP (2) #5 x 4 0 PVC OR SCH40 SLEEVE - - _,__ FINISH PER E E CENTERED AT PIPE I - ' CONC. SLAB PER I - _ _ I O ao 11 PENETRATION O. 8 C.M.U. FINISH PER � (.) _I FOUNDATION PLAN _ FINISH FLOORELEV.- - - I �y 7A H D o fm FINISH FLOOR _- ° d" 1=1 - J Z PENETRATING - - 4 - - I- W . , = ISI- � W PIPE PENETRATING PIPE --� �- _ - cy }� Q GRADE D SEE FDN. I I I I W 0 PLAN FOR I- A (� _ I� LOOP TIE (TYP.) �, - - - °4 °. .d •°'.. - SIZE &REINF. , d LL - -_ PIPE PERPENDICULAR TO FND TOP 2 #5 x 4'-0" STRUCTURAL ENG CFG / BAD PVC SLEEVE MIN. - _ FOOTING PER PLAN = z `�, I - - - - - --- TERED AT PIPE _. _____.. _.._ _..--------_.._-- . ,III III III � - — I I- -1 I-I � I-I � _._.I CEN _III—III-III- - - L PVC OR SCH40 SLEEVE DRAFTING: DIAMETER TO BE 2 PENETRATION 1-1 I I III I �-III-� PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN - = STRUCT: JV .FILL @ 95% STANDARD I I -1 — SEE FDN PLAN —I 1—, d THAN THE DENSITY I I (_ — FOR SIZE —I I �" PENETRATING PIPE (SIDE VIEW) -,I — d I QC CHECK: EA — & REINF. III_ — PVC SLEEVE (FRONT VIEW) JOB No. TM - 2150669 'vQ SCALE: AS INDICATED PIPE VERTICAL THRU FDN — oa D 11- SA/V�O DATE: 09/09/2015 6 � AN TYPICAL FOUNDATION PENETRATIONS I I—III=11 I=11 I NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND SD1 #15-291 i strictly ibi ed. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC s st ct y proh t c L i OF OPENING — (2) 2x TOP PLATE PRE -CAST LINTEL PER W TYPICAL TIE BEAM / PLAN E - w PROVIDE STANDARD 2x6x12 P.T. CENTER SEE PLAN FOR WALL a 4 3000 psi CONC. w/(1) #5 (2) 2x PT BUCKS w/ 1/2" t,. w HOOK BUCK FRAMING INFO REBAR CONT. O.S.B. BETWEEN 3/8" DIA. ANCHOR al< A .a STD HOOK IF DBL. NAILER IS `. ¢ USED, USE 1/4" x 4-1/2" > e---- - - - - CENTERED BLOCKING PER BRG 2x P.T. STUD =s WALL SCHEDULE f.�aX TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS 'Q SIZE TAPCONS SPACING #ROW 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 I TYPICAL FILLED CELL (1) #5 IN TIE BEAM � w/ 3000 psi CONC. w/(1) (1) #5 BAR IN PRECAST<4 #5 REBAR VERT. LINTEL E VERIFY w/PLAN FOR GARAGE WALL REQ'D LOCATIONS (2) #5's VERTICAL IN BEYOND j GROUT FILLED CELL G 2x6 P.T. BUCK EACH g SIDE OF OPENING CMU WALL PER PLAN ENTIRE COLUMN TO a m FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW; FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1`1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN CL THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x U .. w Ia BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS'STAGGERED @ 12 W BE GROUT FILLED w „ _ O.C.EACH SUCCESSIVE BUCK ... U (5) 3/8 DIA. J BOLT WJ THREADED ROD PER r (4) EQ. SPACED 1/2"O @ E W U.N.O. m C 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D w 5 1/2 EMBED. AT EA. PLANS. MIN. 6 FROM TITEN HD ANCHORS w/ (1) #5 VERTICAL IN �' BRACKET, A. MIN. 1 3/4" EMBED. FOR (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS .: m �¢ ¢ DOOR AC , E END OF BRG. WALL/ TB BY BUILDER .�,.. GROUT FILLED CELL (IF 2 cn = ¢ SIDE OF DOOR. MASONRY WALL j HOLLOW BLOCK OR 3 D (FASTENING) ARE MET REQ'D PER PLAN) J co d 1-1/2" x 3/16" 1/2" EMBED. FOR SOLID 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) PROVIDE '-.I " W I WASHER W/ EA. BLK. MAX. 6" FROM ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x .PER WIN. MANU.'S m p THICK SH BASE PLATE �� NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO TOP & BOTTOM SPECS „ CONNECTION PER BRG LINTEL PLAN FOR 'Q BE 8 MAX. ABV. CURB, r ADDIT L REBAR INFO REST EQ. SPACED WALL SCHEDULE 47- -24" O.C.) PT BASE PLATE .e� W Llo dor Ilk EMENT DETAIL fiD6�GARAGE BUCK DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAILVERTICAL REINFORC JIV�>!11F. W PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TC SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" cl. SHEATHING PER PLAN STRUCTURAL '00 � � W NOTE: CUT BACK 2x8 SHEATHING PER PLAN" W " LINTEL (SEE PLAN) - r c� Z Z P.T. TOP TO ALLOW SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING q , FRAMING DETAILS FOR CONNECTION PER i� CONT. 2x4 BLOCKING TYP. TRUSS TO FRAME TYP. TRUSS TO FRAME 7/16" O.S.B. EA. SIDE ADDITIONAL AROUND CURVE. MIN. , CONNECTION PER STD. CONNECTOR CONNECTION PER INFORMATION 2 TAPCON ANCHORS STD. CONNECTOR NOTES STD. CONNECTOR ®a® "+w�.� g PER 2x8 (HEADER CAN BE NOTES NOTES % ae. U-1 ¢ _ EITHER UPSET OR FRAME OUT TO BLOCK ,� ®+ ..�• awe J 0 DOWNSET FRAME OUT TO BLOCK EDGE AS REQ'D. FRAME OUT TO BLOCK ® �a _j J EDGE �� p_ 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D �p w ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER — X {2) 2x TOP PLATE o 1/2 x 8 ANCHOR BOLT LOCATION „ (2) 2x #2 SYP SEE PLAN x OR TITEN HD @ 32 0 (3) 16d COMMON 1 (2) 2x PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY o END VIEW w/ CMU NAILS (TYP.) I (2) 2x TOP PLATE FOR BEAM SIZE O.C. & 6 FROM EACH IF OPENING PROVIDED END. PER PLAN)4 cn IN. 2x4 SPF 2 KNEE MIN. 2x4 SPF #2 KNEE a"7 �! PLAN M # � ,� c� HEADER SEE � ( ) MIN. 2x4 SPF #2 KNEE � , WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16"U o 16" O.C. W/ 16" O.C. W/ 2x PT BOTTOM, T. (2) 2x #2 SYP SEE PLAN O.C. w/ STRUCTURAL � o 2x4 SPF CON PLATE z ?77 BLOCKING ATTACH TO STRUCTURAL STRUCTURAL � C� FOR BEAM SIZE SHEATHING FROM �-�--- ' - O„ G SHEATHING ON BOTH SHEATHING ON BOTH O 7/16 OSB W/ (2) 8d C 7/16 O.S.B. EA. SIDE SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR -TOP OF WALL TO NAILS � BOTTOM OF WALL. - WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE „ q REQ'D ATTACHED PER t 7/16 OSB EACH SIDE BEAM. ATTACHED PER RADIUS S R Q BEAM. ATTACHED PER ARCH PER ELEV 2x BLK G. TO O.S:B. W/ 1AILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE" U (2) - 8d EACH END W/ 6d NAILS @ 6 O.C.0 C TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS MASONRY WALL ��.: , AT TOP AND SPI CLIPSAT TOP AND SPI CLIPS BUILDER FRAME AT BASE ARE REQ'D o O 2x BUCKS, AT BASE ARE RADIUS AS REQ'D Q END VIEW w/ WOOD REQUIRED toe fn AL OVER MASONRY WALL fiFO ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAMFO KNEEW L O O „_ 3/4"=1'-0" 3/4 1 0 3/4"=1'-0"3/4"=V-011 ai. T P NAIL SCAB TO O IF IS SUSPENDED V J PRE-ENGINEERED 12 0 ROOF SHEATHING PER PLAN TYP SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) u� Z TRUSSES @ ( ) -- ATTACH PER NAILING .NAILS x4 2 SYP BLOCKING � „ � 2 # o _ 24 O. C. MAX. DOUBLE 2x TOP PLATE REQ'D TOP CHORD. SCHEDULE ADD 2x4 VERTICAL Q @ � 8 W TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 _ � CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE a+ �x /� A W CONNECTION NOTES SINGLE TOP AND BASE COMPANY PLAN STANDARD TRUSS W < (3) 10d NAILS TYPICAL PLATE w/ 2 16d NAILS TOP CHORD VARIES EXT. SHEATHING \ O AT EACH TRUSS D z TO TRUSS. STUDS @ X ;,' ATTACHED PER �� 24" O.C. & EXT. TRUSS WEBS NOT � � .....I NAILING SCHEDULE - SHOWN FOR CLARITY � SHEATHING INSTALLED 2x4 X BRACE ACROSS W v FROM TOP OF PER NAILING PATTERN F PRE-ENG.TRUSS PER Q KNEEWALL TO BOTTOM LENGTH 0 PLAN, 24 O.C. MAX Z • 2 IPS AT TOP SHEARWALL r------------� OR SP CL ��// 2x4 #2 SYP CROSS LL � AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL o qj NAIL SCAB TO TOP 3 12d NAILS TO RAT PER ARCHS W Q �- BASE ARE REQ'D. TOP AND BOTTOM MIN O o CHORD WITH (3) 10d RUNS. TYP EACH SIDE LU Z Z Nov RICKET AS REQUIRED (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN J 2x BLOCKING C Q NAILS LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" FOR CONNECTION �' W 2x4 BLOCKING „ „ CONDENSATE MIN 2x4 STUDS @ 16 LAP W/ (2) 16d NAILS MAX 48 MAX 48 INFO F— BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C O/C MAIN SPAN ROOF SEE ELEVATION TOENAILED TO SUPPLIER • TRUSS EACH SIDE ( W 2x P.T. PLATE • DOUBLE TOP PLATE w/ ,. TOP OF MASONRY 10dNAILS 4" O.G. CONNECTION TO BE W ' 1/2„ x 8� A.B. OR TITEN @ i- - -- - - - - - - SUPPLIED BY A/C ' „---------- SEE ARCH PLANS FOR HD 32 O.C. & 6 STANDARD TRUSS COMPANY OVERHANG INFO ` FROM EA. END CENTER `'- TRUSS PER PLAN „ BOTTOM CHORD ON BASE PLATE UPLIFT CONNECTOR DOUBLE TOP PLATE SEE SCHEDULE 2 2x4 #2 SYP ( ) O v BLOCKING UNDER A/C SUPPORTS RE. ELEV. TOP KNOCK OUT FRAMED WALL PER BLOCKING W/ SIMPSON _ FOR O.H. I� COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24 2 EACH TYP. SINGLE TIE -BEAM > CONT. PLAN END W W/ (1) #5 CONT: o J fiF1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID W o 1 3/4"=1 '-Q" 3/4"=11-011 Z m � W 0 h 11 FLUE PER MANUF: F - 2x STUDS @ 16 O.C. FOR KNEE WALL PRE MANUFACTURED ¢ A SPECS W/ 2 MIN. C7 O CHIMNEY CAP WINDOW PER > � LSTA18 32" O.C. STUD TO PRE -ENG TRUSS SLIT CLEAR BETWEEN FLUE Z @ F TOP OF CHIMNEY MIN. B ,,. &FRAME FLOOR PLAN O J O 2'-0" ABOVE A POINT J ROOF SHEATHING FOR STRAP �,, ^ 11 � � � WITHIN 10-0 OF THE GALVANIZED FLASHING _ < LL C CONT. ROOF SHEATHING NAIL PER PLAN �.., NEAREST ROOF PRECAST CONC. OR Q EXT, SHEATHING w4 1 SPH4 EVERY ATTACHED PER POWERS STEEL SILL W L() O 1 O TO TOP CHORDS OF TRUSSES BELOW WHEN TYP PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D ��� 4„ OTHER STUD TO NAILING SCHED. . @ ALL WINDOWS O O �O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE C4 BELOW AND CONNECT w/ HTS20 @ 32" O.C... m �-- 2x4 FRAMED CRICKET `��, , EXT FINISH PER PLAN � L. W Z 2x4 VERTICAL @ 24" W/ GALVANIZED O E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHINGO J I NAILS TO BOTTOM + i + � W O 0 H A CHORD & (3) 10d NAILS - + I. A! , < _ F 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE 4 MAIN FLOOR O O FRAMING DETAIL B WALL HEIGHT S (4) 16d COMMONS ELEV 0 -0 BETWEEN 4FT & $FT, a DOUBLE TOP PLATE v B + NAILED @ EACH END G IF USE 2x6 SYP #2 STUDS *+ CONC. SLAB- �. + VERT REINF. BEYOND O SEE FOUNDATION � ,,, ,. "�,,, �", — STRUCTURAL ENG: CFG /BAD GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO =— I 1 -- - SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR �., C - DRAFTING: O RAFTER + 16d COMMONS END I=i C 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL z STRUCT: JV COMMON TRUSS PER PLAN OR CONY. FRAMING w/ '� �t � '� ., "'� E 16d COMMONS END 2x4's I= -� � MASONRY W O2J a IL STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL �- PLAN tic QC CHECK: EA \ SEE FOUNDATION S,q FINISH PER ARCHSFIN ` x4 s * * I!AO JOB No. TM - 2150669 G + + DETAILS FOR FTG INFO a �O _.. .. __ ___:_..._. -__ SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN. OR CURVED TRUSS PER PLAN Aq�arh�E�,� > RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING DATE: 09/09/2015 NAILED @ 6" O.C. STAGGERED 15 - 2 8 9 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION _ 1 ,-0„ 3/4' =1'-0” 3/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 2 1 /4„ - TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. i this document i copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained n t s u sp p y Y p F01 DORMER FRAMING DETAIL >l' -O", -. WHERE O.H. IS DROP „ „W SIMPSON HGA10 @ 48 SIMPSON HGA10 @ 48 GABLES w/ UTLOOKERS 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d G L 0 @ E- O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. T 1 T COMMON SEE ELEV. FOR NAILS EA. END. NOTE: ALL GABLE BAYS EA. DIAG. AS SHOWN. FASTEN ROOF TO RUN BACK O S COM 0 @ Q @ TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ: BAYS @ Q SHEATHING NOTREQ'D SHEATHING NOT REQ'D BRACING IS TO BE SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 4'-8" < H!6 7'-0" EA.DIAG. AS SHOWN. SHEATHING PER PLAN 7'-0" < H:6 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE w r C=) Z Z � ®.. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DETAIL O.C. MAX. 450 FROM FOR NAILING « THE TO BE CONT. @ TO BE CONT. @THE w (4) BAYS MIN (1) BAY AFTER BRACE IS REQ D) H2. IP. MAX 5 CL 2`-0" O.H. _ FASTEN ROOF CONNECTIONS z TOENAILS EA. END J ao r+� �ti a- Q PROVIDE 16d NAILS _ 4 6' FROM EAVES. TRUSS PER PLAN �'." � Lt -1 _jp - D TRANSITION FROM TRANSITION FROM TRANSIT •+0 PLT.@12 O.C. MAX. = U GABLE END W/ 16d II e4 SHEATHING TO 1'4' MAX PLYWOOD CANT. O.H. 2x4 ATTACHED TO EA. L XIlk SUPPORT AND TIE _ - DOWN OF JACK - (2) 10d NAILS TRUSSES o BEAM TO GABLE WALL GABLE BLOCKS w/8d NAILS SEE ELEV. FOR PROVIDE BLOCKING BETWEEN TRUSS BAYS x o 0 TRUSS TRUSS @ 6" O.C. O.H. SIZE CONT. 2x4 WHERE O.H. IS > 1,_0, DOUBLE 2x TOP PLATE2x4 DIAGONAL BRACE DROP END GABLE w/ " @ 48O.C. TO 3RD OUTLOOKERS @ 24° FASTEN SIDE WALL \ \ BAY REQ'D w/ O.C. TO RUN BACK TO O BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE 1ST COMMON TRUSS - 5 16d NAILS O BRACE \ CHART WITH (3) 12d TOENAILS. I— EXT. SHEATHING;` TO BLOCKING \ GABLE BRACING + O CONNECT TO DROP SIMPSON H10A SIMPSON H10A ATTACH PER PLANU \ SEE CHART GABLE WITH H2.5 CLIP. ` DIAGONAL TO BEAM DIAGONAL TO TOP _ MAX 2'-0" O.H. PLATE PROVIDE 2x4 BRACE W TO EA. ADJ. DIAG. FASTEN TO DIAG. w/ 2 O STRONGBACK LF REQD CONT. 2x4 AMCONNECTIONFRAME WALL CONNECTION 16d NAILS. PER CHARTB II(5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 4I3" FQ 71A TO BLOCKING GABLE END O.C. NOT REG'D 6 A PROVIDE 2x4 BRACE SHEATHING FASTEN ' -- - FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN SHEATHING FASTEN FASTEN TO DIAG.w/ 2O SPLICE AS REQ'D W 45° PER PLAN. 16d NAILS. CONTRACTOR TO FIELD VERIFY WHICHra�1� ---- SIMPSON H10A DIAG. 11 1Id/� CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D ,TO BLO W � GABLE BRACING CHART SIMPSON A23 @ EACH BRACE TO PLATE A35 DIAGONAL TO T B T. H RD TRUSS O C✓ O GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H!6 7'-0" „ 3 1/4" HOLD 1/2 J -BOLTS w/ 7'-0" < H:6 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE w r C=) Z Z � ®.. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DETAIL O.C. MAX. 450 FROM FOR NAILING « EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w R ' FOR RED Q MAX. ATTACHMENT w/ (3) 10d _ CONNECTIONS z TOENAILS EA. END J ao r+� �ti a- Q PROVIDE 16d NAILS _ 4 6' FROM EAVES. 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END NAI P T PER PLAN Fi END NAILS EA. END. (TYP.) ( L PLTS. Q HEADER PER PLAN, � p � TO STUD) TRUSS PER PLAN a L� DT LIP 2 AI SEE HEADER 2x FASCIA w{2) 16d CC CLIP, LS ., Oil INTO BLOCKING, (4) 8d SCHEDULE & NOTES'' t ' t e 1 END NAILS EA. W � @ 2x4 #2 SYP P.T. FOR ADDT'L INFO. NAILS. INTO TOP PLATE Z ' 2x4 OUTLOOKER 24 OUTLOOKER BLOCKING 24 O.C. 2 16d TOE NAILS - @ @ O I SIMPSON LSTA12 OR � 0 O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER � F- SP4 CONNECTORS @ END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH ENDJ DOWN FOR DOUBLE TOP PLATE I 24„ ll IF HEADER WITH 1 -9 MAX. A 2x4 LEDGER W/ (2) 10d '� OUTLOOKER TRUSS PER PLAN I UPLIFT SPAN 4'-6” OR Z TRUSS PER PLAN HEADER PER PLAN IF NAILS @ EACH WEB MORE. �'�/ Q bw , EXTERIOR SHEATHING. REQ D. MIN (1) JACK & TRUSS PER PLAN z ATTACH PER PLAN ( 2x DOWNFRAME TO o W Q (1) KING STUD w/ SIMPS. LSTA18 HEADER TO a FROM TOP OF WALL I I DOOR AS REQ'D J Z ig gk VARIES w TO BOTTOM I I E- STUDS TYP. BASE � RAKED DOUBLE TOP CONNECTION W I i - PLATE 2x8 #2 SPF STUDS AT �n SHEATHING .PER .PLAN �. � 16 O.C. I V CEILING NAILER AS „ - „ W �..--- 1/2 x 8 J BOLT @ 32 DTC CLIP, (2) 8d NAILS .�. :- I - REQ D 4 . — 2x8 #2 SYP PT. BASE I W O.C. AND 6 FROM EA. INTO BLOCKING 2 MASONRY WALL OR 1/2 THREADED ROD O PLATE W/ 1/2" x 8" I ( _ 2 SPF STUDS END w/NUT &WASHER MASONRY WALL OR ..' 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN , EA. SIDE OF HEADER x8 #2 @ LINTEL SEE PLAN °' ANCHOR BOLT OR I 16" O.C. TYP. MSTAM-24 TYP. EA. ' �: IN CMU. OR SIMPSON �� (CENTERED Win TOP SIDE OF EA: STUD. META16 TITEN HD @ 32" O.C. & I PLATE & 6" FROM JAMB 2x8 #2 SYP PT BASECENTERED BETWEEN 6 STUDS) w/MIN 7„ FROM EACH END I . � . I PLATE FRAME AND CMU SEEEMBED. INTO SLAB . a U ST a. WALL SPLICE DETAIL I ONLY REQ D BDot-2D CONDITION CMU VAULTED CONDITION n CMU @ CMU WALL PER PLAN � �✓ I � FOR REQ'D FLASHING WALL W/ UPLIFT 'y W I wGEO GABLE END@ VAULTED CEILING J 0 I I 3/4"=11-01, I � 0 l h r 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d I HEADER STUDS PER NAILS INTO BLOCKING I HEADER SCHEDULE (' 2x6 COLLAR TIE HALF U.N.O. ON PLANS WAY UP HEIGHT OF (4) H 8d NAILS TO TOP Z I I VALLEY. FASTEN w/ (5) PLATE J 0 1 COMMON i Od O MON NAI LS @ I _ Q W EACH END (TYP.) O ATTACH JAMB STUDS Op O I � , 2x6 RAFTER TO 2x8 TRUSS PER PLAN R PER 8/ 4 OC 1 FiVj WFO SD yp w TRUSS PER PLAN N O RIDGE BOARD W/A35 6' O W p _ ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP 2 N I , O 8d NAILS l� .. at RAFTER TO OPP SIDE INTO BLOCKING, (2) I J ,IM „ 0 (AS SHOWN) 3/16 x 2 3/4 TAPCONS J W_p& .�.. 1 I �U 2x6's24” O.C. MAX: IN CMU. OR SIMPSON r,5 �- 0 0 @ META16 W 0 2x4 SYP #2 BLOCKING, � -� Q = FASTEN SYP OR SPF „ P.T BASE PLATE 2x6 (MIN.) PLATE THRU @ 24 O.C. W/ (2) 12d SHEATHING PER PLAN END NAILS @ EACHEND. a' W/ 1/4"x4-1/2" SIMPSON .. SDS SCREWS TO TOPLAY 2x4 BLOCKING — WALL SHEATHING PER ' ` OVER THETOP OF THE - - - - - - - CHORD OF EACH PLAN LINTEL PER PLAN TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN f ATTACH W/ (2) 10d t- N��A VALLEY RAFTER NAILS @ EACH TRUSS �, FRAMING (OR PRE -ENG P STRUCTURAL ENG: CFG / BAD _ DRAFTING: STRUCT: JV QC CHECK: EA n VALLEY TRUSSES) To 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS-- @ EA. RAFTER TO PLT. 9 N a a xICT s '9Mfi O/O ��o " #�5-2gg1 JOB No. TM - 2150669 SCALE: AS INDICATED W SEE GABLE CF01 FIELD FRAMED VALLEY DETAIL ,; GABLE BRACING 48 ; PROVIDE 2x BLOCKINGS w r C=) Z Z � ®.. NOT USED DETAIL O.C. MAX. 450 FROM FOR NAILING « n _jCONNECTION a R ' FOR RED Q HORIZONTAL (+/- 10°) CONNECTIONS BRACE NOT REQUIRED ✓�, ao r+� �ti a- Q 6' FROM EAVES. TRUSS PER PLAN �'." � Lt -1 _jp •+0 fill II!`I11A, � LL PLAN FOR 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH DOWN OF JACK - (2) 10d NAILS TRUSSES o PROVIDE BLOCKING BETWEEN TRUSS BAYS x o 0 CMU WALL OR LINTEL BEAM, IF REQ D w/ (3) a .. HGA10KT @ 32 O.C. @ 48" O.C. FOR FIRST 3 BELOW 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE `>. ----- A S WALL PER PLAN SEE CHART. & co' FRAME WALL SHOWN q . BRACE „ CONNECTION DETAIL ( � p., r TIE BEAM COURSE w/ (1) 2x4 STUDS 24 O.C. w/ FOR REQ'D til ! C a °� MAY ALSO BE � , #5 CONT.' o , SINGLE BASE & TOP CONNECTIONS (1) A23 FROM MASONRY) ; � PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS \ p " STRONGBACK TO � : SHEATHING COVERING IF REQ, D @ 6 O.C. �1nk�k �r�1nk Z DIAGONAL NOTE. GABLES SPANNING LESS THAN 8 DO NOT, REQUIRE BRACING o CMU WALL CONNECTION CLEAR SPAN CONNECTION ------ GABLE VERTICAL �- 2ND 2x4 BRACE IF X RE 'D SEE CHART NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A -A GABLE VERTICAL. BRACING 2x6 0 0 10d COMMON NAILS @ 8 O.C. GABLE END BRACING rGEO GABLE END F TGEO GABLE END @ FLAT CEILING CONNECTIONS GEO N @ LA CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'4" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING(2) 2x TOP PLATE o � OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d Z ROOF SHEATHING PER 2 16d NAILS PLT. TO NAILS, TOENAILED U' ROOF SHEATHING „ O @ o ._ „ 2 -0 MAX. „ PLAN _ STUD TOP T EACH END.AT 24 O.C. ROOF SHEATHING (q SPAN 2 0) w/ (2) 16d S U O &BOT OM � g.p UJ .. TYP. END NAI P T PER PLAN Fi END NAILS EA. END. (TYP.) ( L PLTS. Q HEADER PER PLAN, � p � TO STUD) TRUSS PER PLAN a L� DT LIP 2 AI SEE HEADER 2x FASCIA w{2) 16d CC CLIP, LS ., Oil INTO BLOCKING, (4) 8d SCHEDULE & NOTES'' t ' t e 1 END NAILS EA. W � @ 2x4 #2 SYP P.T. FOR ADDT'L INFO. NAILS. INTO TOP PLATE Z ' 2x4 OUTLOOKER 24 OUTLOOKER BLOCKING 24 O.C. 2 16d TOE NAILS - @ @ O I SIMPSON LSTA12 OR � 0 O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER � F- SP4 CONNECTORS @ END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH ENDJ DOWN FOR DOUBLE TOP PLATE I 24„ ll IF HEADER WITH 1 -9 MAX. A 2x4 LEDGER W/ (2) 10d '� OUTLOOKER TRUSS PER PLAN I UPLIFT SPAN 4'-6” OR Z TRUSS PER PLAN HEADER PER PLAN IF NAILS @ EACH WEB MORE. �'�/ Q bw , EXTERIOR SHEATHING. REQ D. MIN (1) JACK & TRUSS PER PLAN z ATTACH PER PLAN ( 2x DOWNFRAME TO o W Q (1) KING STUD w/ SIMPS. LSTA18 HEADER TO a FROM TOP OF WALL I I DOOR AS REQ'D J Z ig gk VARIES w TO BOTTOM I I E- STUDS TYP. BASE � RAKED DOUBLE TOP CONNECTION W I i - PLATE 2x8 #2 SPF STUDS AT �n SHEATHING .PER .PLAN �. � 16 O.C. I V CEILING NAILER AS „ - „ W �..--- 1/2 x 8 J BOLT @ 32 DTC CLIP, (2) 8d NAILS .�. :- I - REQ D 4 . — 2x8 #2 SYP PT. BASE I W O.C. AND 6 FROM EA. INTO BLOCKING 2 MASONRY WALL OR 1/2 THREADED ROD O PLATE W/ 1/2" x 8" I ( _ 2 SPF STUDS END w/NUT &WASHER MASONRY WALL OR ..' 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN , EA. SIDE OF HEADER x8 #2 @ LINTEL SEE PLAN °' ANCHOR BOLT OR I 16" O.C. TYP. MSTAM-24 TYP. EA. ' �: IN CMU. OR SIMPSON �� (CENTERED Win TOP SIDE OF EA: STUD. META16 TITEN HD @ 32" O.C. & I PLATE & 6" FROM JAMB 2x8 #2 SYP PT BASECENTERED BETWEEN 6 STUDS) w/MIN 7„ FROM EACH END I . � . I PLATE FRAME AND CMU SEEEMBED. INTO SLAB . a U ST a. WALL SPLICE DETAIL I ONLY REQ D BDot-2D CONDITION CMU VAULTED CONDITION n CMU @ CMU WALL PER PLAN � �✓ I � FOR REQ'D FLASHING WALL W/ UPLIFT 'y W I wGEO GABLE END@ VAULTED CEILING J 0 I I 3/4"=11-01, I � 0 l h r 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d I HEADER STUDS PER NAILS INTO BLOCKING I HEADER SCHEDULE (' 2x6 COLLAR TIE HALF U.N.O. ON PLANS WAY UP HEIGHT OF (4) H 8d NAILS TO TOP Z I I VALLEY. FASTEN w/ (5) PLATE J 0 1 COMMON i Od O MON NAI LS @ I _ Q W EACH END (TYP.) O ATTACH JAMB STUDS Op O I � , 2x6 RAFTER TO 2x8 TRUSS PER PLAN R PER 8/ 4 OC 1 FiVj WFO SD yp w TRUSS PER PLAN N O RIDGE BOARD W/A35 6' O W p _ ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP 2 N I , O 8d NAILS l� .. at RAFTER TO OPP SIDE INTO BLOCKING, (2) I J ,IM „ 0 (AS SHOWN) 3/16 x 2 3/4 TAPCONS J W_p& .�.. 1 I �U 2x6's24” O.C. MAX: IN CMU. OR SIMPSON r,5 �- 0 0 @ META16 W 0 2x4 SYP #2 BLOCKING, � -� Q = FASTEN SYP OR SPF „ P.T BASE PLATE 2x6 (MIN.) PLATE THRU @ 24 O.C. W/ (2) 12d SHEATHING PER PLAN END NAILS @ EACHEND. a' W/ 1/4"x4-1/2" SIMPSON .. SDS SCREWS TO TOPLAY 2x4 BLOCKING — WALL SHEATHING PER ' ` OVER THETOP OF THE - - - - - - - CHORD OF EACH PLAN LINTEL PER PLAN TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN f ATTACH W/ (2) 10d t- N��A VALLEY RAFTER NAILS @ EACH TRUSS �, FRAMING (OR PRE -ENG P STRUCTURAL ENG: CFG / BAD _ DRAFTING: STRUCT: JV QC CHECK: EA n VALLEY TRUSSES) To 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS-- @ EA. RAFTER TO PLT. STD CONDITION FRAME WALL BEARIN CONDITION V CMU WALL s '9Mfi O/O ��o " #�5-2gg1 JOB No. TM - 2150669 SCALE: AS INDICATED DATE: 09/09/2015 CF01 FIELD FRAMED VALLEY DETAIL fiF0 NON-BEARING WALL CLIP DETAIL fiFO TYPICAL HEADER DETAIL NOT USED 1/2"= 1 1 -0.13/4"=V -0 1/2"=V-0" D 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 'LLC is strictly prohibited. l _ -- LE 2x4 TOP NOTES: W • DOUBLE COLUMN F•- NOTE. PIPE OR DUCT W/ 2 ROWS 10d 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE PLATE LENGTHS MUST BEAT PENETRATION OF @ THICKNESS OF THE LAST LAMINATION Q 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE LEAST 8-0 LONG. TYP." MORE THAN 50% OF NAIL TOP PLATE TOEDGE DISTANCE 3) FOR 5 -PLY, PROVIDE 1/4 DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 2 1/2 EDGE OUTSIDE (2) 2x4'5 TOP PLATE WIDTH BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PER 1L PROVIDE 2x4 ON TOP -�� INSTALL SIMPSON 10d NAILS 1" EDGE 1 1/2" EDGE __ _ __ W/ 12 16d 2x4 STUDS PER OF 2x8 TO BLOCK OUT LAP SPLICE 48 MIN & PSPN516Z ( ) FRAMING PLAN TOP PLATE ATTACH W/ ATTACH PER NAILING p 10d x 3 . • NAILS TYP. TOP & BOT. �,�' �� �' (2) 10d NAILS O.C. PATTERN ON THIS + • . 10d x 3" COMMON z + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) DETAIL DU.1 • • --- _" TOP SPLICE • p 2 1/2" z w z 2 + •, z p w 2 1/4" O N J z10 Z 11 w _ N U d O N _ d N a I04 a -ii � I-- • 2x4 BEYOND AGAINST ° IfN 8 2x8 STUDS 10d x 3" COMMON ao w M a i N ATTACH 2x STUDS TO 10d x 3 COMMON OPP. OVERLAP TOP PLATE C� '. ' OVE O C� ' OP PLATE W/ 4 16d z w z W T O SIDE z _ _ AT CORNER p 10d x 3 OPP. SIDE NAILS 2 ON EA. SIDE U U •- U 0 .• A EXTERIOR - z n. I a I I ? a TYP. AT ALL _ . NAIL BOTTOM PLATE v co cn cn • CONDITIONS ATTACH 2x STUDS TO • . TO CORNER STUDd co01 0o co •• -- a TOP PLATE W/ (4) 16d D PACK w/ (4) 10d NAILS vi 00, 2 .. NAILS (() ON EA. SIDE) 2x8 STUDS PER 11 10d x 3 COMMON .40 CL DISTANCE PER TYP. A7 ALL EXTERIOR FRAMING PLAN CONDITIONS OPP. SIDE DETAIL TOP SPLICE ----`" W BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x45, (2) 2x6s (2) 2x85 INSIDE PLY NAILS NAILED AT 8 O/C � o STUD DOUBLE 2x8 TOP 2 2X COLUMN STAGGERED: OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2X S 0 TOP PLATE TRANSITION C ) PLATE may®sx/ r®t .w � TYPICAL BUILT—UP STUD COLUMN DETAIL 3 2x COLUMN o � AFO�\:wTYPICAL TOP PLATE SPLICE BRG. WALL�,; ���"© ,r,, fiFO @ 1-1/2 1 0 ti e _ , 11 , , „ _ . — N 3/4"=1 0 " � . Cid 'gr OX4. * W MIN. 15/32 EXP 1 SHEATHING 3/g SHEATHING PER PLAN 2x DBL TOP PLATE •• "° c �! d , 2 LY. 1 NAIL BASE USING (2) ROWS OF 8d COMMON NAILS INSTALLED VERTICAL O ROOF SHEATHING, � � � U BEYOND � ,� " ,� �,; J @ 3 O.C. _ z ,. FASTEN PER PLAN ^, ,fir, �" �® . .. � ? ; L�,t d — _--- ------ — 0 _ ` MON S ATHING — — — NAIL AT TOP PLATE USING 2 ROWS OF 8d COM A -NAIL SPACING — — — — — v � 2 O °I OV SC, OV C ROOF SHE x.," ; """ a" L/a 2 O , I� - _ NAILS @ 3 O.C. 6 a � -1 < R�qp TO ROOF SHEATHING, "�<FR�A TO FASTEN PER PLAN A a• U_ OF 8d ANG T FASTEN PER PLAN NG T as *° -� O W d � 3 NAIL OPENING PERIMETER w/ (2) ROWS 1/2 A T RV O O T O S O S .. J J 11 177TJI II II — II— a z COMMON NAILS @ 3 O.C. 1/2 y P� S y F S .Q T,A, ,��� -- — ac�z= — O O III 11— — JI— — u_ 4 NAIL INT: W/ 8d COMMON NAILS @ 2 O.C. U.N.O. ON e y y 2x4 FRAMING 24 WALL SHEATHING 0 w O II II I _ PLANS III III q ,, - „ O.C. MAX. . SPLICE SEE SPLICE .-. 1/2 2x4 FRAMING @ 24 - 2x4 #2 SYP CONT. w/ (2) a.+ III III I I II I MAX 1/8" 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DETAIL.� O O.C. MAX. PROVIDE (4) 10d x 3" � f_ wCommN NAILS 3 O.C. 16d COMMON NAILS III fi I II II II PACE BETWEEN w CO @ D UBLE NAIL EDGE SPACING 2x SCAB w/ 1od NAILS OPENING S w U 0 „ „ NAILS AT JOINT 4 PROVIDE (4)10d x3 EA; STUD OR TRUSS o � ID III III I I I I PANELS z U 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4 O.C. >' O „ NAILS AT JOINT MEMBER, TYP. (MAX. HEADER W/ 8d COMMON NAILS 3 O.C. 2 ROWS EXTERIOR SHEATHING PER -ENG TRUSSES 11 W: ,{ III 3 III I II II @ O @ J 2x SCAB w/ 1Od NAILS 24 O.C.). IF MASONRY; "I , I 0 O TOP &BOTTOM STUD PER PLAN < _ USE 2 1/4 TAPCONS d. III TYP. III II II II ,� . u_ O „ .' ;. @ 4 O.C. O „ A. +� �'�: N 2 8d NAILS 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, w/ MIN. 2 EMBED. AROUND 2x STUDS BEYOND, 7 O @ @ 0 III III II II II O OPENING W U_ VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 24" O.C. " - SEE PLAN FOR MORE e� . 2x FASCIA ,r' • ',, '� ►II III II II II d L ,- SHEATHING & PER PLAN 2x FASCIA PER PLAN �,' O �� PRE-ENGINEERED ' ROOFTRUSS-SEE FRAMING PLAN FOR SPACING SEE PLAN FOR CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING--``=-- SIMPSON LSTA24 EACH — GYPSUM WALLBOARD .u, ... c BLOCKING 2) 8d TOE NAILS TO 2 8d TOENAILS � -,,. ,, CMU WALL PER PLAN ( TRUSS CONNECTION O LEDGER „ TO LEDGER T MAX: 1/8 GAP •: PER PLAN TRUSS PER PLAN o ' JOIN 2x4 PT LEDGER W/ " U 2x4 LEDGER W/ 2 16d 4 : „ „ O NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER NAILS @ 16" O.C. O SCHEDULE O.C.PLAN ,q SEE ELEV. FOR WOOD/MASONRY z SEE ELEV. FOR "� 2x4 BLOCKING PLACED O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE_ FLATWISE (2) 16d TRUSS SHOWN O �/�p� D PLAN ( ) NAILS EACH END TI FRAME WALL L CONDITION CMU WALL CONDITION @ � SHEATHING SPLICE DETAIL Cad IF TO TAKE CARE AND NOT OVER DRIVENAILS. N07E. CONTRACTORDO2 LEDGER @LOW ROOF . VEN THE ENTIRE SHEET OF SHEATHING IS TO BE fiFf�TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=11_011 • • V DRIVEN CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 0 ER � 0 !^ VJ � Z SEEROOF SHEATHING, 2x4 #2 SPF J 0 SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING 24" O.C. D PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. @ MORE INFO It MORE INFO & w/ 2) 16d END NAILS 111 Ic DOUBLE TOP PLATE CONNECTION CONNECTION EACH END 0 SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE �- 06 s 12d NAILS EACH END @ EACH STUD @Z 2x12 BOX HDR w/ 2x8 s W �< �� TOP & BOT. 2x8 TO 2x8 #2 SPF VERTICAL Z SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT: 2x4 #2 SPF " SHEATHING PER BLOCKING @ 24" O.C. 'J L ALL z @ 6 O.C. 2x12 AT � J � (22) 10d NAILS ( NAILING SCHEDULE & w/ (2) 16d END NAILS CORNER CONDITIONS g WALL TOPRECAST a *+ * . 4 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x$ TO UNDER SIDE OF Z • • LINTEL w/ (2)ROWS OF ., , O + EXTERIOR SHEATHING STRAP AROUND w 1/4" x 4" TAPCONS @ 4 #2 SYP P.T. EA. TRUSS MEMBER MORE INFO & +, ROOF SHEATHING �/ O NAIL PER PLAN TALLER STUD) w 2x @ CONNECTION * o 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ XX%, , + Q • STAGGERED 12 o W ~ • 1 i INTO TRUSS & (3) d EACH VERTICAL a W H �� INTO OTHER SEE WALL CLIP DETAIL ( Z i TOENAILS T .q _1 Z TRANSOM BETWEEN TRANSOM BETWEEN FOR MORE INFO ... O i TRUSS LINTELS , : 52 SEE FLOOR PLAN FOR i i LINTELS , • • 2x8 #2 SPF VERTICAL 1==�� W � 2x8 #2 SPF VERTICAL MORE BRG. WALL INFO i SLOPE AS REQ'D LINTEL PER PLAN 11 LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN 24" O.C. w/ EXT. LINTEL PER PLAN i @ 24 O.C. w/ EXT. _, @ i V 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. "° SHEATHING PER SHEATHING PER W „ w/ 2 1/4" x 3 1/2" NAILING SCHEDULE& w/ (2) 1/4 x 3 1/2 O a NAILING SCHEDULE & .•, W .. ,. TAPCONS @ 1211 O.C. TAPCONS @ 1211 O.C. ' (4) 12d NAILS EACH (4) 12d NAILS EACH = P PLATE SPACED EVENLY (2) 2x TO SPACED EVENLY TRUSS MEMBER :TRUSS MEMBER VERTICALLY VERTICALLY STUD ATTACH 2x TO A 2x699 ' o NAILS _ F BUILT-UP Wr 2) 2x8 w/ 2 10d L ca PRE ENG. ROOF ( 2x8 w/ 2 10d NAILS O @ 2x BRG WALL, SEE 2x8 w/ 2 10d NAILS O @ w/ 2 10d NAILS O @ c� TRUSS PER PLAN. ROWS OF 10,d NAILS 2x8 O @ POCKET SGD EACH VERTICAL m U' PLAN FOR STUD SIZE & POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL - 11 POCKET SGD 3 O.C. TO EA. 2x6 O.C.ATTACHMENT BY SPACING. MIN 2) 2x STAGGERED @ 8 ATTACHMENT BY ( ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER UNDER GIRDER TRUSS SEE PLAN FOR BUILDER ' BUILDER BUILDER W U .N.O. CONNECTION a POCKET SLIDER W HEADER POCKET SLIDER SO4 HEADER POC E TRANSOM SO2 HEADER POCKET SLIDER w/TRANSOM S03 HE @ @ F1 STEP BEARING FRAME WALL S01 HEADER@ POCKET SLIDER w/ TRA @ F1 SECTION @DOUBLE BEARING @ 1/2"=1'-0" 1/2"=1'-0" C•J Z " 4 3/4"=V-0" 1` 11 Hr � CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO G STUDS w/ 2 '/2 1/4" X 4' BEAM INTO LONG SPAN AS INDICATED ON BEAM � Z Z 0SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ 16" O.C. MAX.. Q J J STRAP IS NOT REQUIRED. � Vim TO GABLE END STUDS w (2) 1/4 X 3/a SIMPS. SDS R WALL/TRUSS � D � PLAN ------ T PER PLAN EXTERIO W 16" O.C. 1 EXT. BEAM PER •„� PT POS SCREWS @ to O .. - . MAX.; x PT LO LAP BEAM PLYS AND TO MASONRY w/ 2 6 � O w/ O N IX2 NAIL AS SHOWN 5 10d SYP #2 LEDGER o .. m " " AT. F NAILS PER PLY 1/4 x 2 3/4 TAPCONSJ Z EXT. BEAM PER PLAN 12 11 F-_ W 12 O.C. LL. _ J U Q SEE PLAN _ cs � 0 D W HTS20 CLIP FROM 0 _ SIMPSON H3 CLIP � � Q POST TO BEAM SHEATHING PER PLAN AO2x4 SYP #2 LEDGER. F -2N (� PLAN VIEW @TOP OF POST (4) 10d NAILS FOR TO STUDS OR BEAM w/ PT POST PER PLAN 11 , N1 CONV. FRAMED (2) 1/4 X 4/a SIMPS. 11 MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16 PLAN O.C. MAX., ' STRUCTURAL ENG. CFG / BAD o 5/8" THREADED ROD w/ TO GABLE END STUDS DRAFTING: . o. NUT SET IN ADHESIVE w/ (2) 1/4" X S'/i' SIMPS. 4'-0" MAX. STRUCT. JV SDS SCREWS @ 1611 FASCIA PER _._.._ „ O.C. MAX.; COMMUNITY SPECS QC CHECK. EA \ 4 ---- f TO MASONRY w/ 2x4 PT i SEE FOUNDATION 2x4 SYP #2 OR- ul J B Na. 11 0 TM - 2150669 P AN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SSA� SCALE: AS INDICATED � `L SIDE VIEW @ BASE OF POST O.C. O.C. MAX.�F®,�K� p DATE: 09/09/2015 SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY - T USED CDO CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NO ��5'28�1 - D4 3/4"=1'-0" 1/2"=1'-0" 3/4 =1 -0 ' h expressed, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. III — — — 71 71 III II II I INF w z) wx U _2 II II II ~ IIII I I II IIII � >_ III I I I II IIII II II I p`�` _ 0� ,- O 1�lm.L� I 1L L. IL��1------ 0 �O co CN _i _ =I — — CJ U_ 0 FLOOR SYSTEM U_ CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN 70, SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE NTS �� PRE-ENGINEERED ' ROOFTRUSS-SEE FRAMING PLAN FOR SPACING SEE PLAN FOR CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING--``=-- SIMPSON LSTA24 EACH — GYPSUM WALLBOARD .u, ... c BLOCKING 2) 8d TOE NAILS TO 2 8d TOENAILS � -,,. ,, CMU WALL PER PLAN ( TRUSS CONNECTION O LEDGER „ TO LEDGER T MAX: 1/8 GAP •: PER PLAN TRUSS PER PLAN o ' JOIN 2x4 PT LEDGER W/ " U 2x4 LEDGER W/ 2 16d 4 : „ „ O NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER NAILS @ 16" O.C. O SCHEDULE O.C.PLAN ,q SEE ELEV. FOR WOOD/MASONRY z SEE ELEV. FOR "� 2x4 BLOCKING PLACED O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE_ FLATWISE (2) 16d TRUSS SHOWN O �/�p� D PLAN ( ) NAILS EACH END TI FRAME WALL L CONDITION CMU WALL CONDITION @ � SHEATHING SPLICE DETAIL Cad IF TO TAKE CARE AND NOT OVER DRIVENAILS. N07E. CONTRACTORDO2 LEDGER @LOW ROOF . VEN THE ENTIRE SHEET OF SHEATHING IS TO BE fiFf�TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=11_011 • • V DRIVEN CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 0 ER � 0 !^ VJ � Z SEEROOF SHEATHING, 2x4 #2 SPF J 0 SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING 24" O.C. D PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. @ MORE INFO It MORE INFO & w/ 2) 16d END NAILS 111 Ic DOUBLE TOP PLATE CONNECTION CONNECTION EACH END 0 SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE �- 06 s 12d NAILS EACH END @ EACH STUD @Z 2x12 BOX HDR w/ 2x8 s W �< �� TOP & BOT. 2x8 TO 2x8 #2 SPF VERTICAL Z SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT: 2x4 #2 SPF " SHEATHING PER BLOCKING @ 24" O.C. 'J L ALL z @ 6 O.C. 2x12 AT � J � (22) 10d NAILS ( NAILING SCHEDULE & w/ (2) 16d END NAILS CORNER CONDITIONS g WALL TOPRECAST a *+ * . 4 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x$ TO UNDER SIDE OF Z • • LINTEL w/ (2)ROWS OF ., , O + EXTERIOR SHEATHING STRAP AROUND w 1/4" x 4" TAPCONS @ 4 #2 SYP P.T. EA. TRUSS MEMBER MORE INFO & +, ROOF SHEATHING �/ O NAIL PER PLAN TALLER STUD) w 2x @ CONNECTION * o 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ XX%, , + Q • STAGGERED 12 o W ~ • 1 i INTO TRUSS & (3) d EACH VERTICAL a W H �� INTO OTHER SEE WALL CLIP DETAIL ( Z i TOENAILS T .q _1 Z TRANSOM BETWEEN TRANSOM BETWEEN FOR MORE INFO ... O i TRUSS LINTELS , : 52 SEE FLOOR PLAN FOR i i LINTELS , • • 2x8 #2 SPF VERTICAL 1==�� W � 2x8 #2 SPF VERTICAL MORE BRG. WALL INFO i SLOPE AS REQ'D LINTEL PER PLAN 11 LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN 24" O.C. w/ EXT. LINTEL PER PLAN i @ 24 O.C. w/ EXT. _, @ i V 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. "° SHEATHING PER SHEATHING PER W „ w/ 2 1/4" x 3 1/2" NAILING SCHEDULE& w/ (2) 1/4 x 3 1/2 O a NAILING SCHEDULE & .•, W .. ,. TAPCONS @ 1211 O.C. TAPCONS @ 1211 O.C. ' (4) 12d NAILS EACH (4) 12d NAILS EACH = P PLATE SPACED EVENLY (2) 2x TO SPACED EVENLY TRUSS MEMBER :TRUSS MEMBER VERTICALLY VERTICALLY STUD ATTACH 2x TO A 2x699 ' o NAILS _ F BUILT-UP Wr 2) 2x8 w/ 2 10d L ca PRE ENG. ROOF ( 2x8 w/ 2 10d NAILS O @ 2x BRG WALL, SEE 2x8 w/ 2 10d NAILS O @ w/ 2 10d NAILS O @ c� TRUSS PER PLAN. ROWS OF 10,d NAILS 2x8 O @ POCKET SGD EACH VERTICAL m U' PLAN FOR STUD SIZE & POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL - 11 POCKET SGD 3 O.C. TO EA. 2x6 O.C.ATTACHMENT BY SPACING. MIN 2) 2x STAGGERED @ 8 ATTACHMENT BY ( ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER UNDER GIRDER TRUSS SEE PLAN FOR BUILDER ' BUILDER BUILDER W U .N.O. CONNECTION a POCKET SLIDER W HEADER POCKET SLIDER SO4 HEADER POC E TRANSOM SO2 HEADER POCKET SLIDER w/TRANSOM S03 HE @ @ F1 STEP BEARING FRAME WALL S01 HEADER@ POCKET SLIDER w/ TRA @ F1 SECTION @DOUBLE BEARING @ 1/2"=1'-0" 1/2"=1'-0" C•J Z " 4 3/4"=V-0" 1` 11 Hr � CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO G STUDS w/ 2 '/2 1/4" X 4' BEAM INTO LONG SPAN AS INDICATED ON BEAM � Z Z 0SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ 16" O.C. MAX.. Q J J STRAP IS NOT REQUIRED. � Vim TO GABLE END STUDS w (2) 1/4 X 3/a SIMPS. SDS R WALL/TRUSS � D � PLAN ------ T PER PLAN EXTERIO W 16" O.C. 1 EXT. BEAM PER •„� PT POS SCREWS @ to O .. - . MAX.; x PT LO LAP BEAM PLYS AND TO MASONRY w/ 2 6 � O w/ O N IX2 NAIL AS SHOWN 5 10d SYP #2 LEDGER o .. m " " AT. F NAILS PER PLY 1/4 x 2 3/4 TAPCONSJ Z EXT. BEAM PER PLAN 12 11 F-_ W 12 O.C. LL. _ J U Q SEE PLAN _ cs � 0 D W HTS20 CLIP FROM 0 _ SIMPSON H3 CLIP � � Q POST TO BEAM SHEATHING PER PLAN AO2x4 SYP #2 LEDGER. F -2N (� PLAN VIEW @TOP OF POST (4) 10d NAILS FOR TO STUDS OR BEAM w/ PT POST PER PLAN 11 , N1 CONV. FRAMED (2) 1/4 X 4/a SIMPS. 11 MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16 PLAN O.C. MAX., ' STRUCTURAL ENG. CFG / BAD o 5/8" THREADED ROD w/ TO GABLE END STUDS DRAFTING: . o. NUT SET IN ADHESIVE w/ (2) 1/4" X S'/i' SIMPS. 4'-0" MAX. STRUCT. JV SDS SCREWS @ 1611 FASCIA PER _._.._ „ O.C. MAX.; COMMUNITY SPECS QC CHECK. EA \ 4 ---- f TO MASONRY w/ 2x4 PT i SEE FOUNDATION 2x4 SYP #2 OR- ul J B Na. 11 0 TM - 2150669 P AN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SSA� SCALE: AS INDICATED � `L SIDE VIEW @ BASE OF POST O.C. O.C. MAX.�F®,�K� p DATE: 09/09/2015 SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY - T USED CDO CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NO ��5'28�1 - D4 3/4"=1'-0" 1/2"=1'-0" 3/4 =1 -0 ' h expressed, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS- SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS CONNECTIONS REQ'D # OF STUDS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F _• ....___ ......__ . _.. SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER F�<� � s ATTACHED PER s y Z ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. _ NAILING SCHEDULE SIMPSON LSTA30 yFF SIMPSON SP4 w/ (6) 1O SIMPSON LSTA30 FFT SIMPSON SP4 w/ (6) 10d SIMPSON NAILING SCHEDULE STRAP MAX 10° r - " 4"TRAP10° x 1-1/2" 24" O.C. O ELEVATIONS. USE S M ( x1 1/2 @ 2 O.C.O C (MAX( @ � MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP " NAILS. BEND STRAP CL BUILT-UP COLUMN �, „ (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE ROOF TRUSSES 24" I1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. OVER TOP PLATE MIN. � @ INFO. „ „ U.N.O. ON PLAN N DOWN U.N.O. ON PLAN (� O.C. FOR TRUSSES 20 TO 3 , THEN RUN DOWN 3", THEN RU O „ " � HEADER -SEE 2ND � 26 DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ W PRE-ENG. FLOOR � FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER Q SYSTEM - IF NO FLOOR �. " HEADER SIZE & REQ'D HEADER SIZE &REQ'D TYPICAL TRUSS TO LINTEL COURSE OR � " SYSTEM INSTALL EXTERIOR SHEATHING JAMB STUDS FRAME CONNECTION. INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS KNEEWALL & PROVIDE „ / „ TITENS) " SEE STANDARD 1/4 X 1 3 4 S) � STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL CONNECTOR NOTES U.N.O. ; FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN UNDER COLUMN FRAMING PLAN FOR I ., PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. ABOVE 2 2x SILL AT WINDOW PER PLAN - I PROVIDE SOLID •' O AND WINDOW IS BEARING SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET BAND JOIST BLKG BLOCKING BELOW ° FLOOR GIRDER OR {) 1 SEE PLAN MORE INFO AT EA. END NAILED TO PLATE w/ 2 10d AND WINDOW IS OR LVL GIRDER COL. EVEN WITHIN BEAM SEE PLAN O W MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER. (1) 2x SILL FLOOR TRUSS 4-4 NOTE. ALL FLOOR PLAN FOR MORE INFO NAILS @ o 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d a TRUSSES TO BE P.T. IF TOENAILS. EXT. , STUDS @ 16 O.C. LESS THAN 4FT.(1) 2x w� r NO MOISTURE CONNECTION fiso�\ TYPICAL GIRDER COL. HIGH BEAM HEAD R OPENINGSSO TYPICAL GIRDER COL CO@ ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d ,��, DBL. TOP PLATE BARRIER FELT PAPER LESS TH 1 2x u l" B ( „ „_ TOE NAILS ATEA. END TOENAILS. OPENING, Qn.x.®. SEE ARCHITECTURAL 3/4 -1 -0 3/4 -1-0 OR SIM IS PROVIDED SILL PLATE w/ (2) ".ffi a o PLAN FOR OVERHANG HDR. PER PLAN OF SILL (MAX OPEN G LARGER THAN 4FT: (2} . ' = N WIDTH 4'-0'' . USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING ��. �t INFO ) (2) 2x SILL AT WINDOW. W 2x STUDS, SEE I REFER TO PLAN FOR LARGER THAN 4FT. (2) . � _ o 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS w FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 c� Z Z O @ AT EA. END NAILED TO .. � . � � �,¢ WI D WAS INFO. CLIPS EACH SIDE w/ 2x N O SPACING AND GRADE [� U I STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK and 10d SCHEDULED H PLAN CRIPPLES 16"O.C.a AND SEE ARC BEARING WALL PER FLOOR W/ (14) 10d THAN 6 T&B PLYWOOD ��` @ O .. . � I q q ( NAILS @ 8 O.C. THEN ,. �' �► a ¢ TO VERIFY SIZE AN BEYOND NAILS D „ w/ (2) 1Od TOENAILS PL E SIMPS. MSTAM36 w/ SHEATHING REQ g EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.C. COLUMNS T&B T&B (PLYWOOD ° � Q INT. FINISH PER PLAN PLAN FOR FLOOR (7) 1 Od NAILS & (4) 1/4 ) ATTACH SILL (2) 1Od �� PLAN Lel p - x 2 1/4" TITENS, IF SHEATHINGREQ D °.,� .;� J MID HEIGHT BLOCKING SYSTEM INFO. OF SHEATHING .TOE NAILS AT EA. END. � r � w � PER BEARING WALL FLOOR TRUSSES ARE OF SILL OPEN'G U- 2x BOTTOM PLATE w/ UNDER WINDOW (MAX{ • MID-SPAN BLOCKING I SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 U.N.O. (2) 12d AT 12 O.C. 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6 O.C. SIMPS. MSTCM60 1 CLIP AT EA. END FOR FLOOR SHEATHING „ STRAP W/(20) 16d OPENINGS GREATER cr. 3/4 00 I ROD WITHIN 6 FROM ' STRAPS CENTERED @ INSULATION PER PLAN ATTACHED PER FLOOR w/ 14 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT' LESS COL, SEE BRG WALL/ 0 ( ) CALIFORNIA CORNER A-A " SEE DETAILS WS10, 1/4 TITENS INSTEAD. THAN 6 O NAILING SCHEDULE I 2-STORY WALL NAILS (2) SIMPSON LSTA18 (IF TITENS ARE NOT IN o WS11 OR WS13 FOR STRAPS CENTERED SECTION FOR MORE @ " \ ' ADDITIONAL FLOOR TRUSSES SEE I (2) SIMPSON META16 LINTEL COURSE OR INFO. FLOOR W/ (14) 10d � " SIMPSON LSTA30 w/ 2x TOP & BOT. PLAN FOR DEPTH AND I FLOOR TRUSS TO INTO FILLED CELL USE '`' INFORMATION THIS �- NAILS (11) 1Od TO STUDS p, #fir d MASONRY WALL 1/4" X 1 3/4" TITENS RIBBONS, CONT. c� SHEET DIRECTION REFER TO ) " ABOVE PLATE U.N.Q. I �' o FOUNDATION PLAN, r ,..... , .. 3 2x STUD PACK NOTE. ALL FLOOR FOR FTG. " p • ' • EXT. SHEATHING ATTACH PER NAILING '' �. TRUSSES TO BE P.T. IF - ::. - , : • ,, •� . .: • = --- : • >; W_ Z , - INFORMATION .... .. ... ... W/FA FACE �.• W —I - I I- FLUSH C SCHEDULE c 0'' I ._ , . ..�.. FRAMING PLAN NOM MOISTURE SEE M G MASONRY ATTACHED - - MASON A (FELT PAPER .� - - - - NOTE: ALL FLOOR :FOR FLOOR BARRIER{ E I - -- � �-) ATTACH 2x STUDS W/ •'� ; PER NAILING �� TRUSSES TO BE P.T. IF CONNECTION � OR SIM IS PROVIDED —I I 2 16d NAILS 6 O.C. !* O @ 4 2x STUDS SEE FRAMING PLAN -- • SCHEDULE, PROVIDE O b' : NO MOISTURE eta � BEARING FOR FLOOR a) 1/8 GAP BETWEEN STANDARD CORNER A A BARRIER FELT PAPER�� ( 7, SEE PLAN SHEATHING AND CONNECTION OR SIM IS PROVIDED MASONRY NOTE. IF WOOD WALL OR BEAM BELOW USE MASO PROVIDE BLOCKING FLOOR GRIDER OR LINTEL AS PER PLAN , . SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR 0 :- R L PER { ) BELOW JAMBS BEAM v O MASONRY WAL E „ T DEE USE 6 W/ 60 16d - FLOOR SYSTEM DRAFT SYSTEM IS 18 O 36 P S S C 6 PLAN „ „ MASONRY WALL SEE ' PING AT 1000 SQ 1 STOP SINKERS AND 14/X2 / TITENS TO MASONRY ( ) a a .. NF F7 MAX: DRAFT PLAN FOR MORE INFO m r� LINTEL AS PER PLAN STOPPING MATERIALS TYPICAL TWO STORY COL. GIRDERAS42nd FLOOR CORNER FRAMING ATTACHMENT Aso HEADER CONNECTION 2nd FLOOR SO HEADER CONNECTION 2nd FLOOR HIGH BM MIN THICKNESS SHALL SO GGA @ @ „ D WD. HD. HT. BE 1/2 GYP BOAR OR 3/4"=1'-0 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32 OR 7/16 OS !! ^^ ATTACH TO FLOOR V, „ SHEATHING P R PLAN �� SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN ' R SHEATHING SHE NG E L 3/4 FLOOR SHEATHING TRUSS w/ 8d NAILS AT 3/4 FLOG EA ATTACH PER NAILING ATTACHED,PER ATTACH PER NAILING v� Z „ p, ATTACH PER NAILING_ ATTACHED PER 16 O.C. TOP AND ATTACHED PER SHEATHING PER PLAN ( SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE o D NAILING SCHEDULE NAILING SCHEDULE BOTTOM CHORDS R ATTACH PER NAILING PRECAST CONC. O C Cn � t 2x STUDS SEE - 2x STUDS SEE UNDER WINDOWS AND g 2x STUDS ,SEE W �.- POWERS STEEL SILL SCHEDULE MIN PLAN FOR GIRDERS. BLOCK SYP BLOCKING FRAMING LA FRAMING PLAN FOR , 2x4 #2 S O FRAMING PLAN FOR O A G O n W$ TI FROM TYP. ALL V111ND0 CONTINUOUS R " SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN p•+ 48 O.C. WI/ (2) 12d W SPACING AND GRADE �S � TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO " .-, 0 SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. „ A35 EA. END 0 TO VERIFY SIZE TO VERIFY SIZE TRUSSES 24 O.C. TO VERIFY SIZE PLAN Z 2x4 #2 SYP ANGLE Tx BLOCKING FOR BEARING WALL PER 2x BOTTOM PLATE W/ (MAX)( ) 2x BOTTOM PLATE W/ b H .. ., AGAINST TRUSS +, SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ J EXT FINISH PER PLAN 2 12d 12 O.C. PLAN ..:. „ O @ (2) 12d @ 12 O.C. 2 12d 12 O.C. VERTICAL @, 48 O.C.ATTACHMENT w/ O 1 d v H TOENAIL A. END DOUBLE BOTTOM W/ (3) 12d NAILS EAC S E 2x SYP #2 RIBBON MIN •'� PRE-ENG FLOOR ( Z • VERT REINF. BEYOND 2x SYP #2 RIBBON (MIN PLATE • �.4 END TRUSS OR FIELD 2x4 TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) O O FRAME 2x4 KNEE ) 16d NAILS, BOTTOM (2) H5 EA. FLOOR o U� 16d NAILS, BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE x �^ Q F MASONRY WALL PER WALL, STUDS @ 16 PTF ',a . RIBBON TO BE I o �- PLAN SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT W V J z y BRG CMU FLOOR DECKING TO J f7 O ��. • . CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE TRUSS LAYOUT SEE FOUNDATIONONNECTOR ACCOMMODATE - O (MAX){ ) (2) ROWS 8d NAILS @ FOR HANGER H PLAN FOR MORE INFO „ , SCHEDULE FOR W d NAILS 3" O.C. TYP. WALL STRAP FIN. FLR. 1/2 GYP. CLG BD OR 1/2. GYP. CLG BD OR (2) ROWS 8 @ �.•. „ CONNECTION „ „ 3" O.C. WALL SHEATHING TO EA. ,_ „ • Y. (2) 5/8 TYPE X WHEN (2) 5/$ TYPE X WHEN . I LJJ 0 0 NF - SHEATHING TO SEE PLA OR RIBBON .• IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE • •' � I. „ �..r' BOTTOM RIBBON SIMPSON M TA16 AT CANTILEVER 2x RIBBON OR F .•. 3 O.C. WALL E �, .��. MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d GRADE L. L. MASONRY OR MTS12 (� .�.,..� SHEATHING TO. PLAN TOENAILS PLAN • .. LA . .. OR (3) 16d T 1/8 GAP BETWEEN AT WOOD BOTTOM PLATE . NOTE. ALL FLOOR FOUNDATION NOTE: ALL FLOOR NOTE. ALL FLOOR SEE 0 „ SHEATHING &CMU TRUSSES TO BE P.T. IF o 1/8 GAP BETWEEN DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF MASONRY OR FRAME SHEATHING &CMU NO MOISTURE N MOISTURE NO MOISTURE � V OMOS WALL PER PLAN SEE CONNECTIONBARRIER FELT PAPER BARRIER FELT PAPER BARRIER FELT PAPER { R ( 2x4 PT SILL PLT. IF ( SCHEDULE OR SIM)1S PROVIDED TRUSS PER PLAN � OR 51M IS PROVIDED OR SIM IS PROVIDED KNEEWALL ) W . J O NTI EVERED FLOOR TRUSS CONNECTIONfiSl�FLOOR TRU S TO lRDER CONNECTIONSOTYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CA L S G W 3/411=11-01, 11= ,_ „ /4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" C9 3/4"=V-0"3/4 1 0 3 Z ti 11 NOTE. ALL FLOOR r 2nd FLOOR WALL' SEE 0 , TRUSSES TO BE P.T. IF Z� PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS Z 0 IF SHEATHING IS NOT BARRIER (FELT PAPER J J CONTINUOUS TO p OR SIM IS PROVIDE BOTTOM OF FLOOR ... Q W TRUSS CONTRACTOR z - � D ( � 0 TO INSTALL SIMPSON � SEE ARCH DWGS FOR 00 STAII8 TRAPS FROM 0 L S � II w TOPPING INFO EA. STUD TO TRUSS N � a CL .. m w I I „ J I— 3/4 PLYWOOD FLOOR ' � Z cn 1- W SLOPE DECKING ATTACHED J -.... V I � PER NAILING c5 �- 0 2x12 #2 SYP CONT. W 0 SCHEDULE � � Q A LEDGER W/ 3 F— E-- {) O 1/4"x4-1/2"SDS • SLOPED BALCONY SCREWS (EQUALLY FLOOR TRUSS 12 CL SPACED VERTICALLY SEE PLAN ( @ 24 O.C. AND @ EA. TALL 60/15/5 MIN.: LOADING W/ LUS26 OR .END VERTICAL MIN. 2 ,r a :. ) STRUCTURAL ENG:. CFG /BAD ( LUS46 TO LEDGER FROM T&B) j • DRAFTING: CONTRACTOR TO SEE WS11/SD5 FOR a .�' °:•QIa PROVIDE ADEQUATE SIM. END CONDITION STRUCT: JV QC CHECK. EA WATERPROOFING. NO CONCRTE SLAB gU�LDi JOB No. TM-2 150669 LINTEL PER PLAN b�, SEE WS10/SD5 FOR F PERMITTED SCALE: AS INDICATED DATE: 09/09/2015 ADDITIONAL INFO S�4T11F'O�'® RTM BF01 TYPICAL BALCONY FRAMING NOT USED #'1 5 8 9 1 3/4"=1'-0" SD5 'r' r h i LTING &DESIGN OF WMR &ASSOCIATLLC i ES A d I at n or transfer of these documents without the ex ressed written conseMON nt of TA CONSULTING D &ESIGN W OF MR &ASSL OCIATES LC is st ictl o bated - - COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and Is the exclusive property of MONTA CONSU ny use, up s to p y p EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x BRG WALL W/ 2x BRG WALL W/ 2x4 BLOCKS, (2) 16d W „ ATTACH E NAILING 10d NAILS 16" O.C. 2nd STORY WALL i-- SIMPSON SP2 @TOP & SIMPSON SP2 @TOP & � �� 2x8 MIN. SPF #2 @ 16 AT AC PER NA NG @ NAILS @.EACH END. 2x8 s MIN. SPF #2 @ 16 EXT. FINISH PER BOTTOM PLATE Q SP1 @BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @BASE. LSTA18 O.C. -SEE FRAMING SCHEDULE BLOCK ADJACENT O.C. MAX (U.N.O.) ARCHS ATTACH PER NAILING OR MTS12 MAY BE (2) 12d NAILS @ 12 OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16 O.C. BAYS @EACH USED BASE O.C. USE SIMPSON USED BASE. WHEN MSTAM24 EA. SIDE OF l SCHEDULE A SH W N. @ @ ( :. 2x4 BLOCKING „ DIAGONAL S O N EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 1/2 GYP. BOARD FASTEN ROOF. -- - -- BETWEEN STUDS W/ ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SHEATHING TO 2x BLOCKING W/ (2) 12d SHEATHING PER PLAN (2) 12d TOE NAILS SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16 O.C. NAILS AND (5) 1/4 x2 ATTACH PER NAILING BLOCKS W/ 8d NAILS @ TOENAILS EACH END �� EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4 TAPCONS PER SIMPSON H10A @ 6" O.C. OR LSTA18 SCHEDULE 2x BASE PLATE W/ 2 3/4" FLOOR SHEATHING STRAP; CENTER SEE LD02/SD4 FOR EACH DIAGONAL O STRAP BETWEENMORE INFO. BRACE 12d NAILS @ 12 O.C. ATTACHED PER 2x8 #2 SYP P.T. SILL 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND PLATE w/ 1/2" EPDXY (5) 16d NAILS BRACE Z 3/4" FLOOR SHEATHING TOENAILS EACH END FRAME WALL ANCHOR BOLT OR TO BLOCKING FLOOR TRUSS PER :, 0 ATTACHED PER (2) 2x4 #2 SYP PLAN J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL ALL THREAD ROD NAILING SCHEDULE EMBED. @ 32" O.C. & 3" T W/ / " EPDXY @ 48" O.C.; SEE PROVIDE 2x4 BRACE BLOCKING w✓ SIMPSON (2) 2x4 #2 SYP - FROM EA.END PLATE 1 2 E O FOUNDATION DETAILS ER ANCHOR BOLT OR TO EACH ADJACENT � HUC24-2 EACH END, DIAGONAL FASTEN BLOCKING w/ SIMPSON ,, FOR CONNECTION @ USE 4 10d & 2 10d J -BOLT W/ MIN. 7 S („) HUC24-2 EACH END, O O „ BASE NAILS. UNDER EMBEDMENT @ 32 TO DIAGONAL W/ (2) (n USE 4 10d & 2 10d SEE PLAN „ O O SEE PLAN SHEATHING TO O.C. & 3 FROM EACH 16d NAILS . W NAILS. UNDER WINDOW JAMBS ONLY 2x4 BOTTOM PLATE ... � , '. �' OVERLAP BOTTOM END � . WINDOW JAMBS USE a CONNECT TO DOUBLE �. PLATE 1 1/4 MIN. IF SHEATHING IS NOT L (MIN.) TRUSSES PER PLAN 2 2x6 w/ HUC26-2. SEE ARCHS FOR TOP PLATE W/ 16d O F T EE CONTINUOUS TO BASE LOW ROO RUSS S „ FURRING AND 1x PT NAILER AS REQ'D ° , NAILS 6 O.C. PLAN FOR PLATE SP8 TOP AND @ O.S.B. TO OVERLAP LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS LA O INTERIOR FINISH � ' CONNECTIONS IF BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" TRUSS PLAN FOR PLAN ( ° . WALL BRACING 48" CONT. #5 IN TIE BEAM .. MIN. @ TRUSS IS CONT. BRG ( ) CONNECTIONS �; O.C. MAX. 457 FROM _. NR a.. 2 4 p AT ON MASONRY USE 2x TO PLATE 2x LEDGER TO UPPER o MASONRY (SHOWN) MASONRY (SHOWN) MASONRY WALL PER ,�. C.M.U. WALL PER PLAN. O HORIZONTAL (+/- 10) - META16 24" O.C. OR FLOOR WALL W/ OR WOOD WALL PER @ OR WOOD WALL PER EXT. FINISH PER BRACE NOT REQUIRED w ON WOOD USE HGA PLAN 2x BEARING WALL 1/4" X 3-1/2" SIMPSON Q W ' PLAN „ PLAN ARCHS „ 6 FROM EAVES. CLIPS @ 24 O.C.) WITH ROOF LOAD SDS SCREW @ 16 O.C.Ao c� 111 rr i► TRUSS As3kSECTION COMBO TRUSS FO WALL SPLICE DETAILS F1 SECTION OPEN TO ABOVE F1 BRACING 2 STORY FRAME WALLS1 SECTION @RAISED HEEL S@ @ @ „_ ,_ „ 1/2"=V-0" 1-1/2 -1 -0 1 -1-0 1 -1 -0 a `��. L o 1/2 1 0 .a •.,, CZ) a W Ci �, a z Z HANGER BY OTHERS EXTERIOR SHEATHING 0 a 2x8 #2 SPF MIN STUDS y ,� ,C FROM TOP OF WALL „ 16 O.C. PER PLAN C @ x Op a," U (2) 2 SP T . . .j TO BOTTOM OF SILL PRE ENGINEERED as �, a W PLATES U.N.O. � as PLATE ATTACH PER „ ash Q TRUSSES @ 24 O.C. «® `�, 2 0 NAILING SCHEDULE MAX. PER PLAN (�, ° d 5�i y, J TRUSS PER PLAN r as �s r 12 • p o J � ROOF SHEATHING 2) 2x HEADER I�a,A �9e, � SEE ARCHS FOR ROOF ( ►� A M , LL, ATTACH PER NAILING PER PLAN C �5 1 SEE FLOOR PLAN 1 1 1 SIMPSON H2.5 EA. A WATERPROOFING AND I SCHEDULE 2x4 CONT. W/ 2 12d F F 'TRUSS O 1 OR MORE INFO 1 1 1 NAILS TO EACH STUD FINISH PRE-ENGINEERED 1 1 1 1 I I o TRUSS PER PLAN 1 1 1 1 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE cry x . 2x6 #2 SYP CONT. 1 1 1 1 � c / EPDXY ANCHOR PLAN) 2x STUDS SEE PLAN o (2) 2x SYP #2 COLUMNS ( � „ „ I W �2 E OX LEDGER W/ (2) Ya x3-1/2 OR J -BOLT 32" O.C. 1 1 1 STUDS ABOVE ARE 1 r ON EITHER SIDE OF SDS WOOD SCREWS @ � � �^ GIRDER, PROVIDE „ @ W/ MIN. 7 EMBEDMENT ROOF SHEATHING 1 1 1 TO ALIGN W/ STUDS 1 + 'I„II ro L' G I 16 O.C. MAX. & 3 I— & 6” FROM EACH END ATTACHED PER 1 1 1 BELOW SUFFICIENT ROOM FROM EA. END - USE , o NAILING SCHEDULE. FOR GIRDER HANGER 1 1 1 1 . ATTACH °� �. 3 SCREWS FOR 24 SIMPSON LUS26. USE FLANGE C LCESS 1 o LEDGER INTO O.C. L -2 F 2PLY 1 1 - LEDGER TO EA. US26 OR '. ��' Z 2 2x TOP PLATE RUSS. VERIFY W/ O : 1 TRUSS O.H. 1 1 � � m c O '` .COLUMN w/ (4) 1/4 x I B o ITRUSS SHOP PER ELEV. '- 1 1 1 1 4 ca 3-1/2" (8 TOTAL) 0 LEDGER PER PLAN RAWINGS 1 1 1 1 .,-- - 2x8 SYP #2 LEDGER W/ HEADER E-. ._ SIMPSON SDS 2 2x H A ER SE O 2x #2 SPF STUDS 16" MIN. 4 16d NAILS TO 2x SPF BASE PLAN FOR MORE INFO 1 1 1 1 o SCREWS O O.C. w/ EXT. SHEATHING > MASONRY WALL PER PLATE EACH STUD AT EACH &CONNECTIONS ( N FROM TOP OF WALL TO PLA SIDE OF G.T. USE 4 BOTTOM OF TRUSS/ , OPT. TRUSS RECESS LEDGER 16d NAILS) o GIRDER SEE PLAN FOR PRE-ENGINEERED O 1 1 1 1 � O WINDOW ATTACHMENT D FLOOR SYSTEM , NEEWALL OR BEAM INFO. IF WALL K , WINDOW SEE PLAN SHEATHING ISN'T CONT. FOR LOCATION A18 STRAPS ARE LST R D03 LEDGER OPEN TO BELOW D01 LEDGER AT GIRDER @ 2x BLOCKING w/ (2) 12d REQ, D FROM STUDS TO (2) 2x SPF TOP 1-1/2 1 0 3/4 1 0 TOENAILS EACH SIDE GIRDER BELOW. 1 PLATES U.N.O. 1 1 1 IF WALL SHEATHING IS SEE LD02/SD4 FOR 1 1 1 1 STOPPED BELOW MORE INFO IF 1 1 1 (2) 2x HEADER 1 o J EXTERIOR SHEATHING ROOF LINE TRUSSES ARE 1 � 1 SEE FLOOR PLAN 1 � � Z FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL FOR MORE INFO o 9 TO BOTTOM OF SILL „ ROOF SHEATHING 1 1 1 1 U) ��8� @ 24 O.C. TO FLOOR ATTACHED PER 1 2x STUDS SEE PLAN 1 1 1 PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW STUDS ABOVE ARE TO Qggilrb _.._ ., NAILING SCHEDULE NAILING SCHEDULE 1 1 1 B a --- NAILS TO EACH STUD ALIGN W/ STUDS BELOW oelo W ROOF SHEATHING PLYWOOD FLOORING 1 1 (� 1 2nd STORY WALL PER � � Q H NAILING SEE FLOOR (FRAMING 1 1 1 1 z gg ATTACH PER NA L NG PLAN is (SIMPSON HZ.S EA. I SCHEDULE PLAN FOR MORE INFO 1 1 1 1 p }- TRUSS m�r� � 2x P.T. BASE PLATE --� � � 1 _ SEE BEARING SCHED. PRE-ENGINEERED 11 1 1 (n TRUSS PER PLAN SEE PLAN FOR \ FOR A.B. INFO z 0 . TRUSS DIRECTION L — — — 0 & MORE INFO o U I �i F-- SEE FOUND. PLAN FOR FTG. REQ. W V, -1 1 1 1 z ... 2x6 #2 SYP CONT. ..q J 0 LEDGER W/ (2) Ya x3 1/2 � SIMPSON LUS26. USE ° . FLOOR TRUSS, SEE „ , FLOOR GIRDER SEE _ � R W I 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4 2 ATTACH TOP LCESS LEDGER INTO ..SDS WOOD SC E S @„ LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR A C TRUSS. VERIFY W/ 16 O.C. MAX. & 3 SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER TRUSS DIRECTION AND O FROM EA. ENS -USE (3) I CONNECTION MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W ITRUSS SHOP „ CONNECTION DETAIL SEE TRUSS LAYOUT NAILS INTO HEADER WINGS W RA SCREWS FOR 24 O.C. �e 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL MIN. (4) 16d NAILS TO &CONNECTION INFO "SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. „ MASONRY WALL PER B � - EA. TRUSS 24 O.C. KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER , PLAN MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED.; CONT. TOo OPT TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM' 1F FLOOR TRUSSOE ALIGN DIRECTLY D S NOT G E E UNDER 2ND STORY COLUMNS, PROVIDE VIDE SOLID BLCOKING WITHIN FLOOR SYSTEM W fiF1'kTYPICAL CONNECTION GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALLUNDER 2ND`SOTRY COLUMN LOCATION.D04 LEDGER @LOW ROOF..@ W 3/4"=11-0.1 � - _1 3/4 0 -01,c� Pte' 11 H - Z F J O O J — Q W OC OY OC O 0000 O N� m ' O J Z W U J ILC 4111111111111110a, � O W i� O � Q O A 0 STRUCTURAL EN F UC G C G /BAD DRAFTING STRUCT: JV QC CHECK: EA UIL � Dil, � JOB No. TM -2150669. SCALE: AS INDICATED 0 DATE: 09/09/2015 Riv 15-891 SD6 COPYRIGHT MCD 2014: The information contained ined in this document Is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES,LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LL is strictly prohibited. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3)2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR 0 SYSTEM & LANDING 2xJOISTS @LANDING FRAMING c7 @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER z ON EACH SIDE '¢U 2 g U_ W op _ W �r x 6" MIN. F— o (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'_011MAX ATTACHING TO W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ o .., W STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d cn CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX: z TO BEAR DIRECTLY ON DEPTH W/ 3 1 O TO EACH STUD. ((2) 1/4" z r�1�166�,tA�� et BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" � �r ��� U4 o BELOW O.C. MAX. FOR co 10" MIN. ° �ao�$ copy®F+`� = CV - AN W 0 DEGREE TURN LANDING MASONRY WALL, , W AAPL VIE9 • s `ate �: c�.� w ° SEE SCHEDULE FOR MAX WIDTH OF LANDING V e Z Z �0 MIN. (3) 2x SYP #2 STUDS Q DS RE'D @ END ®� a Q OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSBSEE PLAN FOR DEPTH o" �w�s� �, 0 16d NAILS FROM SHEATHING OVER STAIR WINDER DETAIL J _j TT LEDGER TO STUD OF LANDING LANDING ATTACHED "'e "'pa"" „° ° U_ PACKPER GENERAL FLOOR CONSTRUCTION / `` ..... NOTES �. 4.. _.. MID SPAN BLOCKING cry TO MATCH JOIST PLYWOOD SHEATHING o DEPTH W/ (3) 1 O , 2xJOIST LEDGER (P.T. OVER LANDING CJS. _ I STANDARD(3)2X12 �4`-`- TOENAILS EACH END IF ATTACHING TO ATTACHED PER co SYP #2 STRINGERS W! MASONRY WALL) GENERAL FLOOR ? N , SIMPSON A34 / A35 c� CONSTRUCTION ' CLIP TO FLOOR 0 NOTES 16 O.C. " SYSTEM & LANDING - ; z MAX-, Z pr ', FRAMING u- S BEAM @ END OF o m p LANDING PER • _ SCHEDULE- rG •C LU o (D cwn U SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 CONNECTIONS B B MASONRY WALL OR FRAME WALL BEYOND 2 2x BEAM PER 2x JOIST P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO o . END OF LANDING FOR SCHEDULE LANDING MASONRY WALL CONT x Z ,� @ ) B- CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d B � OSS CONNECT TO. BEAM 0 A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. � � W TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 D vi d., M @ BUILT UP COLUMNS x 3 1/2" TITENS 16" Q WOO BELOW O.C. MAX. FOR Q I C STRINGERS TO BE � .. MASONRY WALL `r �+ Z F NOTCHED AT LANDING A -A PLAN VIEW 180 DEGREE TURN LANDING �' ! ..._. J � Q R MAXIDTH OF LANDING � v SEE SCHEDULE. FOR AX 3 16d TOENAILS (A O w++ \ST02 NOT USED a4 E BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM A35 @ EA. STRINGER MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TO LANDING (3) 2x12 2x8 12'-0" (2) 2x12 2x6 H FOR MAX. SEE ARC. S (1) 2x12 (1) 2x$ 2x6 40-0" o (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 RISE OF STEPS AND 61_0° (1) 2x12 (1) 2x8 2x6 4'-0" Z (3) 2x12 2x8 MIN. TREAD DEPTH 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 3/4" O.S.B. W/ 8d NAILS 4'-0" J 1— W (3) 2x12 2x12 9'-0" (2) 2x12 2x8 @ 3" O.C. TOP AND 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 BOTTOM CHORD (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 -JOIST PER FRAMING 5'-0" I I 2x4 CONT. TOP PLATE (3) 2x12 2x12 91-0" (2) 2x12 PLAN W/ SQUASH 7'-0" 7'-0" (1) 2x12 (1) 2x$ - 2x6 50-011 6'-0" BLOCK OR 2x8 81_01' (1) 2x12 (1) 2x8 2x6 5'-0" V-0" OR LESS BEAM/FLOOR TRUSS 2x8 9'-011 (1) 2x12 (1) 2x8 2x6 6'-0" STUDS W/(2) 16d TOE PER PLAN W W '. 2x4 #2 SPF STUDS X X NAILS , _ PENDING LANDING ..� 2x6 VERTICAL 6 -0 " @ 24" O.C. HEIGHT AND PLAN � 2x4 #2 SPF STUDS @ (� LAYOUT. HEADER O.C. MIN. AND @ ANY WITHIN SUPPORT 24 O.C. W/ (2) 12d WALL COULD BE OPENING W/I'N REQUIRED. SEE PLAN NOTCHED ( @ 2x6. 2x12 STRINGERS ONE TOENAILS BOTTOM FOR REQUIRED ON EACH SIDE AND HANDRAIL HEADER AND VERTICAL LOCATIONS). ONE @ MID -SPAN A q � U n SUPPORT /`"� KNEEWALL- FOR VERTICAL NOTCH SILL AND � INFORMATION. A34 @ EA. STRINGER PLYWOOD FLOORING TO LANDING TO ALLOW VERTICAL 2x ATTACHED TO J I I I 2x JOIST (P.T. IF 2x L -BRACE W/ 12d STRINGER III ATTACHING TO W ,1111 MASONRY WALL) CONT ,_ „ L -BRACE @ 6 0 O.C. & I I I I � LEDGER wl (3) 16d .. Z' 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. @ ANY OPENING ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I IIII x 3 1/2" TITENS @ 16" (ATTACH TOP PLATETO I I 1 2 O 2X BEAM PER O.C. MAX. FOR MASONRY WALL A35 CONNECTION I I I I SCHEDULE Lai END OF ATTACH 2x6 VERTICAL STUDS W/ (2) 16d LANDING FOR 0 STRINGERS TO WOOD OR MASONRY DOUBLE TRUSS 2X8 P.T. SPF #2 (MIN.) TO TRUSS W/ (3) %" x 3" 3 /2'� SCREWS CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO Z __ O TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4' SECTION X -X BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE 0 TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN EQUALLY HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 12'-0" (2) 2x12 2x6 (1) 2x12 (1) 2x$ 2x6 40-0" o (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 61_0° (1) 2x12 (1) 2x8 2x6 4'-0" Z (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" J 1— W (3) 2x12 2x12 9'-0" (2) 2x12 2x8 71-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" I I 2x4 CONT. TOP PLATE (3) 2x12 2x12 91-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x$ - 2x6 50-011 6'-0" (2) 2x12 2x8 81_01' (1) 2x12 (1) 2x8 2x6 5'-0" V-0" OR LESS (2) 2x12 2x8 9'-011 (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PIER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10' AND MAX. RISER HEIGHT OF 7-3/4 SPACED/CENTERED IN TRUSS SEE PLAN S%4JVp - I -- --------- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE O DATE: 09/09/2015 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL' RTM ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S.1 [ O A UNDER BEAMS LESS THAN 2x12) 7 ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y o W O iEx w Z Z 3 1 r. z J 1— W O SEE ARCH PLAN I I 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/(2) 16d TOE W W '. 2x4 #2 SPF STUDS X X NAILS , _ ..� 2x6 VERTICAL 6 -0 " @ 24" O.C. 2x4 SILL PLATE W/ (2) � 2x4 #2 SPF STUDS @ (� O.C. MIN. AND @ ANY 10d NAILS @ 4 O.C. 24 O.C. W/ (2) 12d OPENING W/I'N NOTCHED ( @ 2x6. � TOENAILS BOTTOM HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). � U KNEEWALL- FOR VERTICAL NOTCH SILL AND � PLYWOOD FLOORING W TO ALLOW VERTICAL J 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO W NAILS @ 4 O.C. ,_ „ L -BRACE @ 6 0 O.C. & FACE OF TRUSS � .. Z' @ ANY OPENING 2x4 CONT. TOP PLATE 0 (ATTACH TOP PLATETO ATTACH 2x6 VERTICAL STUDS W/ (2) 16d 0 DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %" x 3" 3 /2'� SCREWS TOE NAILS Z Z __ O SECTION X -X N.T.S. SDS WOOD 0 J EQUALLY _j ...SPACED/CENTERED IN 2x4 #2 SPF STUDS@ Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ATTACH TOP PLATE TO 3 " � ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE a O STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 1.. 3z ATTACHED TO TRUSS 0 Qp 0 NAILS NAILS '�`�'�`' � BELOW (OTHERWISE to W 2x4 #2 SPF STUDS @ SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH W/ (2) 12d 04 ' ' Im „ 24 O.C. W/ (2) 12d I TOENAILS @BOTTOM) 0 `J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X ( ~ V J LU a .r.� SLICE CUT PLYWOOD � 24 O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ 2 O EA. LU R(�FLOORING 0 FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOENAIL � 2x � CONT. BRACE & 10d o O H .ACCOMMODATE 2x4 SILL PLATE W/ (2) NAILS 4" O.C. TO @ CL' 2x4 #2 SPF SILL PLATE_ NOTCH SILL AND 10d NAILS @ 4 O.C. FLOOR SHEATHING W/ 2 1 OdNAILS @4 PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL L VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS STRUCTURAL S A UC L ENG CFG / BAD TO SLIDE DOWN TO 1 " " W/ 2 /a x3 SDS O � DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF SPACED & CENTERED -STRUCT: JV STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK: EA TO TRUSS W/ (3) Ya" x 3" L -BRACE @ 6-0" O.C. & JOB No. TM - 2150669 FLOOR BEAM CONDITION ANY OPENING SDS WOOD SCREWS @ gul�a� FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SCALE: AS INDICATED ATTACHED PIER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10' AND MAX. RISER HEIGHT OF 7-3/4 SPACED/CENTERED IN TRUSS SEE PLAN S%4JVp - I -- --------- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE O DATE: 09/09/2015 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL' RTM ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S.1 [ O A UNDER BEAMS LESS THAN 2x12) 7 ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y