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HomeMy WebLinkAbout2446 Waxwing Way (a)*7 #A# m e u GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM 14'-0,1 16'-0" . ...... __ __ _---_-__ _-- CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED 11-4" 12'-8" PROMPTLY TO SUPERVISOR FOR CLARIFICATION. (/ 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL COMPAIC) SIZE TO EXTERIOR WATER HEATED AT OR ABOVE \ FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO _-_ EXTERIOR. WATER HEATER SHALL HAVE AN h ; APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" * ALL INT: DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT Slab Plan "A BC" SCALE: 1/8" = T-0" (11x17) 1/4" =T-0" (2204) 0 w 0 0 0 0 w 0 U m O O Z w CK rn z CD z co w 0 a z cn w 0 cf z J LLj d Cn w z cn 0 CL 0 0 m mi 0 L) co w x w U) W cr m w w 0 z LL9 �. vy res 0 Z LLJ �u- �®®®�►srsa�"rr®®®� g !ez Lu W 0 11111' 011111® O O 0 N E M V CL1 O Oti Q cLm 04 N (n 4-0 04 O O NC O —, 0 E 12r' � L_n M X 0o Q a. u- c � w as z � a E 0 N w E 0 0 n U1 W U a il r t D n r 2 L s L L Y (� '^ LA D r C ca m M ro © r 4O n M00fo N u') � J n n C) 0 _ N O to � fa U N Iii O cn c O N tn O z LA O- > -0 N O C p f L C Q W L.f) 0 d b r d � z � o z CD ISSUE DATE 11/15/2017 0 REVISIONS o Of PROJECT: 17-0316 z SCALE: AS NOTED - ¢ --- -- z DRAWN BY: JML & JFT DESIGNED BY: MJS FOUNDATION PLAN 01 I 1 1, ,6 L II L '14111! i IILl 11L111111-1 1� 12'-8" 30'-0" 101-0" AIC COMP. 3050 S.H. (EGRESS) 3050 S.H. to CD 9'-4" CLC Bedroom 2 9'•4" CLG. Y 'coo _ _...._ _,......____� � C1 -o,1 91 811 31-811 3'-6" 1'-10" 61.001 '0" Z C6 Cf) w clw 40 B.F. M w - A H.U\'L� C6 DRAIN PAN CV o C AS REQ. ? R&S 9'-4" CLC. mCOo V CV M to -._._-._._._�__.___ e _ 40 B.F oil �T iL wco o a x �� CCn � Q SIoo: ew z m L_..... __._ oUa B.2 )4- CLG. Bedroom 3 1 4 - — " m o _J m o - ¢ 9'-4" CLG. ca � 06" LUIJ Kkc en ' 9-4�.— -- e 4'-6" 2'-211 3'-8" 2'-2" 10" o M 51.0" 10'-411 -- _-_ 2' GYPSUM (OPT) SHOWER 1/APPL ED 0 THE BOARD / \\ 5 SH REFGARAGE SIDE . N q I W.H. I L-- -411 FULL HT. �._, - MWALL 61.611 .L41-011 16#-01' 2'4' _.. Foyer L - RYE `22 c #8" ATTICACCESS 9'-4" CLG. - ... _ L = - — J m °p M.T. 3080 WD. 9'-4"CLC. " " r -. a z r? cq#T� l N 2 Car Garage e �11-/),1 31-01w 11-610 -.1.1 1�,ASHEk G 9'-4" CLG. F.F.F. � er G R- 0- � 730 F.G. r- co o CLC F.F.F. o z 11-6112' 6" Cn 811 `* 61.011 4, 011 811 ` 18' 0" 811 __....___ - __. __-- _ _.. -._._..-- __-- -_._. _._._ .._.. -_ H.B. 161-0" x T-011 GAR. DR. — in GENERAL NOTES KEY: C\p :E a z Covered Lanai If ABBREVIATIONS: ®®®`®lrlillw���®®� 2- INDICATES NUMBER OF DOORS. p• ® o os 9'-4" CLG:>_ 2- INDICATES NUMBER OF WINDOWS. p MT - METAL THRESHOLD O e" d'O Q EM FR - FRENCH DOORS N i Cn LL 9'-4" CLG.F.F.F. SL - SIDE LIGHT o �04 U)Nt.0 O N0,C FG - FIXED GLASS 0 E C VANITY wlN w z Cu z �g GB - GLASS BLOCK ..0 UJMIRROR PKT - POCKET DOOR uuj o OBS -OBSCURED GLASS �} EN V C:rt7 O co TEMP - TEMPERED GLASS �2"x3,0" SH - SINGLE HUNG ABV. Q DH - DOUBLE HUNG 0 HR - HORIZONTAL ROLLER N � c°n o BP - BYPASS 3'.8" V-011 �- Gathering 21-40' 811 ATSrIC i 14-8 ISSUE DATE 11/15/2017 8 _ 4 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB PROJECT: 17-0316 SCALE: AS NOTED_ Room DESIGNED BY: MJS FLOOR PLAN AC✓ ES L- LA� - ` 'CAV W.C. OR ERRORS TO BE REPORTED PROMPTLY TO s TEMP GLASS SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. — 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. ENCLOSURE OVER 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 9'-4" CLG. p; 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 42" HIGH KNEEWALL 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SEPC'S. Master Suite W.LC. REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 1 o V_ 8'-0" x 8'-0" S.G.D. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 z U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS Tq BE 7 �° U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.O. 00 •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. --- UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL 9'-4" CLG. BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. u �c " .r o UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL M 4 BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o v SEGMENTS. 0 H.B. 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL 8' BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT m Ckc o LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. ~ 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING w� BENEATH HABITABLE ROOMS (TYP.) Q 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 z� M.P.H. co t 20, ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING • DEVICES INSTALLED. Q a 131-411 DOOR NOTE KEY: A11 31-411 Q c'.411 i1 X-010 3'-4" �7 W DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD C 24 = 2'4' 50 B.F. = 5'-0" BIFOLD z Q 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" Uj F- 30 = Y-0" z * ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER/CLIENT oa WINDOW NOTE KEY: Qo WINDOW SIZE CALLOUT: w o- 2040 = 2'-0" x 4'-0" < 2050 = 2'-0" x 5'-0" z 2060 = 2'-0" x 6'-0" - �c * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. M 0 * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. _ Q z u T 26 WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED � � SHOWERZ? VALVE FLOOR BEING SERVER PER (FBC-R312.2). o C 0 C `< cncn io B.1 �' Area Tabulationsaf OWE to CD 9'-4" CLC Bedroom 2 9'•4" CLG. Y 'coo _ _...._ _,......____� � C1 -o,1 91 811 31-811 3'-6" 1'-10" 61.001 '0" Z C6 Cf) w clw 40 B.F. M w - A H.U\'L� C6 DRAIN PAN CV o C AS REQ. ? R&S 9'-4" CLC. mCOo V CV M to -._._-._._._�__.___ e _ 40 B.F oil �T iL wco o a x �� CCn � Q SIoo: ew z m L_..... __._ oUa B.2 )4- CLG. Bedroom 3 1 4 - — " m o _J m o - ¢ 9'-4" CLG. ca � 06" LUIJ Kkc en ' 9-4�.— -- e 4'-6" 2'-211 3'-8" 2'-2" 10" o M 51.0" 10'-411 -- _-_ 2' GYPSUM (OPT) SHOWER 1/APPL ED 0 THE BOARD / \\ 5 SH REFGARAGE SIDE . N q I W.H. I L-- -411 FULL HT. �._, - MWALL 61.611 .L41-011 16#-01' 2'4' _.. Foyer L - RYE `22 c #8" ATTICACCESS 9'-4" CLG. - ... _ L = - — J m °p M.T. 3080 WD. 9'-4"CLC. " " r -. a z r? cq#T� l N 2 Car Garage e �11-/),1 31-01w 11-610 -.1.1 1�,ASHEk G 9'-4" CLG. F.F.F. � er G R- 0- � 730 F.G. r- co o CLC F.F.F. o z 11-6112' 6" Cn 811 `* 61.011 4, 011 811 ` 18' 0" 811 __....___ - __. __-- _ _.. -._._..-- __-- -_._. _._._ .._.. -_ H.B. 161-0" x T-011 GAR. DR. — in GENERAL NOTES KEY: C\p :E a z CD LL. ABBREVIATIONS: ®®®`®lrlillw���®®� 2- INDICATES NUMBER OF DOORS. p• ® o os 9'-4" CLG:>_ 2- INDICATES NUMBER OF WINDOWS. p MT - METAL THRESHOLD O e" d'O Q EM FR - FRENCH DOORS N i Cn LL (0 fJ) vj 'CD SL - SIDE LIGHT > i E �04 U)Nt.0 O N0,C FG - FIXED GLASS 0 E C VANITY wlN w z Cu z �g GB - GLASS BLOCK ..0 UJMIRROR PKT - POCKET DOOR uuj o OBS -OBSCURED GLASS �} EN V C:rt7 O co TEMP - TEMPERED GLASS �2"x3,0" SH - SINGLE HUNG ABV. Q DH - DOUBLE HUNG 0 HR - HORIZONTAL ROLLER N � c°n o BP - BYPASS Li 4- O �- Gathering ¢ w Ln 0 a CL TYP. - TYPICAL ATSrIC i --) ISSUE DATE 11/15/2017 AND TRANSOMS ARE NOTED ON PLANS. _ NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB PROJECT: 17-0316 SCALE: AS NOTED_ Room DESIGNED BY: MJS FLOOR PLAN AC✓ ES L- LA� - ` 'CAV W.C. OR ERRORS TO BE REPORTED PROMPTLY TO s TEMP GLASS SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. — 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. ENCLOSURE OVER 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 9'-4" CLG. p; 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 42" HIGH KNEEWALL 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SEPC'S. W.LC. REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 1 o V_ to CD 9'-4" CLC Bedroom 2 9'•4" CLG. Y 'coo _ _...._ _,......____� � C1 -o,1 91 811 31-811 3'-6" 1'-10" 61.001 '0" Z C6 Cf) w clw 40 B.F. M w - A H.U\'L� C6 DRAIN PAN CV o C AS REQ. ? R&S 9'-4" CLC. mCOo V CV M to -._._-._._._�__.___ e _ 40 B.F oil �T iL wco o a x �� CCn � Q SIoo: ew z m L_..... __._ oUa B.2 )4- CLG. Bedroom 3 1 4 - — " m o _J m o - ¢ 9'-4" CLG. ca � 06" LUIJ Kkc en ' 9-4�.— -- e 4'-6" 2'-211 3'-8" 2'-2" 10" o M 51.0" 10'-411 -- _-_ 2' GYPSUM (OPT) SHOWER 1/APPL ED 0 THE BOARD / \\ 5 SH REFGARAGE SIDE . N q I W.H. I L-- -411 FULL HT. �._, - MWALL 61.611 .L41-011 16#-01' 2'4' _.. Foyer L - RYE `22 c #8" ATTICACCESS 9'-4" CLG. - ... _ L = - — J m °p M.T. 3080 WD. 9'-4"CLC. " " r -. a z r? cq#T� l N 2 Car Garage e �11-/),1 31-01w 11-610 -.1.1 1�,ASHEk G 9'-4" CLG. F.F.F. � er G R- 0- � 730 F.G. r- co o CLC F.F.F. o z 11-6112' 6" Cn 811 `* 61.011 4, 011 811 ` 18' 0" 811 __....___ - __. __-- _ _.. -._._..-- __-- -_._. _._._ .._.. -_ H.B. 161-0" x T-011 GAR. DR. — in rww..r uj m M GENERAL NOTES KEY: C\p :E a z CD LL. ABBREVIATIONS: ®®®`®lrlillw���®®� 2- INDICATES NUMBER OF DOORS. p• ® o os I E ®� �L) �C; qe 2- INDICATES NUMBER OF WINDOWS. p MT - METAL THRESHOLD O e" d'O Q EM FR - FRENCH DOORS N i Cn LL (0 fJ) vj 'CD SL - SIDE LIGHT > i E �04 U)Nt.0 O N0,C FG - FIXED GLASS 0 E LO J 0000 -.UT TR -TRANSOM w z Cu z �g GB - GLASS BLOCK ..0 W PKT - POCKET DOOR uuj o OBS -OBSCURED GLASS �} EN V C:rt7 O co TEMP - TEMPERED GLASS C:) SH - SINGLE HUNG DH - DOUBLE HUNG 0 HR - HORIZONTAL ROLLER N O 41 � c°n o BP - BYPASS Li 4- O BF - BIFOLD i O C =p 42 O M O ¢ w Ln 0 a CL TYP. - TYPICAL i SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, , , ISSUE DATE 11/15/2017 AND TRANSOMS ARE NOTED ON PLANS. REVISIONS NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB PROJECT: 17-0316 SCALE: AS NOTED_ SITE. DESIGNED BY: MJS FLOOR PLAN 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO s SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SEPC'S. 11, REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 z U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS Tq BE 7 �° U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15, C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. u �c 16. FRAME WALL SEGMENTS WHICH HAVE AN o UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL M 4 BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o v SEGMENTS. 0 w� 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL 8' BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT m Ckc o LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. ~ 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING w� BENEATH HABITABLE ROOMS (TYP.) Q 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 z� M.P.H. co t 20, ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING a U DEVICES INSTALLED. Q a DOOR NOTE KEY: Q L W DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD C 24 = 2'4' 50 B.F. = 5'-0" BIFOLD z Q 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" Uj F- 30 = Y-0" z * ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER/CLIENT oa WINDOW NOTE KEY: Qo WINDOW SIZE CALLOUT: w 2040 = 2'-0" x 4'-0" < 2050 = 2'-0" x 5'-0" z 2060 = 2'-0" x 6'-0" �c * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. o 0 * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF z u WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED � � FLOOR BEING SERVER PER (FBC-R312.2). o C 0 C `< cncn wL Area Tabulationsaf >- K m� w� Living: - 1st floor:. 1,349 sf wL oC Total Living: 1,349 sf W a� entry: 72 Sf > covered lanai: 103 sf 0 garage: 391 Sf Floor Plan",,B7_AC Total Area: 1,915 sf � � o SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) 0 rww..r uj m M C2 . 00 C\p :E a z CD LL. ca ®®®`®lrlillw���®®� p• ® o os I E ®� �L) �C; qe 00 • p O e" d'O Q EM O N i Cn LL (0 fJ) vj 'CD NC r,. CU "� > i E �04 U)Nt.0 O N0,C N Ctir` CD 0 E LO J 0000 -.UT c � � w z Cu z �g E ..0 W 00 in uuj o O �} EN V C:rt7 O co fuC LoU- C:) 40- C M � N u J 0 N � N O 41 � c°n o r0 DG GNpN Li 4- O O in Q > -p i O C =p 42 O M O ¢ w Ln 0 a CL i i , , ISSUE DATE 11/15/2017 REVISIONS PROJECT: 17-0316 SCALE: AS NOTED_ DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 02 1 II' ILMI II' ILS 11' BILI IIJ u 03.A La coq- ® ° .. O Q r • W ®V ° co v: 000 a o� 0 r. O M O U N _j cn LL p) CU04 m U) N (o p N ^ L 0 0 E O E��.. TCc = c a0 <C rl u m Lu z z a m E 0 N � W 00 N W a U Li C S D L C t L a C L YA I D m (V 1 CL fa � N s E OC1 Mr .- LL TI ■ 0- 00 v- i N u') .Li r a - O z a n a n C) C) _ � cV � r N i .a+ i cr O i C)� 00N >- N Ln LL r C M r� o O N o z O O �L Cl -0 C cn cnO > L C W .o < w Ln O M m W � ` Lu Q z O i Li W L Q ISSUE DATE 11/15/2017 rr REVISIONS o --- < PROJECT: 17-0316 Z SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 03.A 11'-4 BRG. HT. @ ENTRY 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. 0'-0" FIN. FLR. Right Elevation "A" SCALE: 1/8" = TV (11x17) 1/4" = T-0" (22x34) ---- 8" DEC. CORBEL (TYP.) -1x10 SMOOTH FINISH, BAND (TYP.) 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYR) L 11'-4" BRG. HT. @ ENTRY 9'-4" BRG. HT _...._.__ -- 8'-0" HDR. HT. a r ---- 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) OOL 91-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR 0 W 0 O O O d O O w CD O a z Lu z 2 V) w 0 0 a a W 2 rrrr� LLB � M LL 0 LL a CJ (n Y Q 0.. O o C/ W LL � z z d F- m Q o LL m W IZ- W Q m O Z O Q LL O z c oo a0 z ca z LLB Cs C:) C .J M -j 6l®®®®®® epeo 00 cb o� .'s w� td^ Q ®w ®®®� �� ®®®®o®o•• ®® ®�®4 ®11Bttt1� C:) �- � C� C) ~ E M O � U tU Lr,l to L CO cn N Ce- ~ CO <am 04 04 E Cc U) 04 (D O. C:) 0 E Lo M >< T- = -C cu 00 <( a -u - c nw �, z �g E 0 u, Ez 0 N uj U E N cu C1 M M .0 _I u c - O 0 fo M J CDN ? C C) a- o Ln M L 00 N U N Ln 0 n C = LL ��. © O � CL >�©C� ©.o w Ln O a li M ISSUE DATE 11/15/2017 REVISIONS PROJECT: 17-0316 SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 04.A k OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY SAME AS UNDERGROUND I CEILING MOUNTED LIGHT 150 AMP 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE RECESSED LIGHT 410 SCR AL. FLOOR OUTLETS IN FIELD. LED RECESSED LIGHT rL O N 1-0 WALL MOUNTED LIGHT AMP NEMA 3 ® WALL WASH RECESSED U METER N .,J to SEE FLOOR PLAN FOR FUSE SIZE 2. LOCATION OF FIXTURES AND / OR OUTLETS U- CO O ca 0 MAIN 0 A/C DISC. ARE SUGGESTED LOCATIONS AND MEET 04 WP o DISC. O 0 MOST LOCAL CODE REQUIREMENTS. a O��x z #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE GFI c:a M WALL SWITCH #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER IN THE a� 0 TYR #8 COPPER TO RANGE FIELD. So DIMMER SWITCH ELECTRICAL a #8 TO A/C UNDERGROUND Q PANEL 3. ALL OUTLETS IN THE KITCHEN OR J a_ SERVICE BY H CABLEJACK (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. POWER CO. w PRE -WIRE GARAGE DOOR OPENED 4. ALL OUTLETS OVER COUNTERTOPS TO BE � u c� 42" A.F.F. (U.N.O.). w #2 -GROUND TO (2) 5/8" RODS (6" APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD 0 z SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE; 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. w ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ® CHIME BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. L 150IAMP ���CT RICA1�I�� 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE AFL PROTECTED. v� w "ABS " O L.V. LOW VOLTAGE CN Electrical P V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION SCALE: 1/8 = TV (11x17) 1/4" = T -O" (22x34) c NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT 1S THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL KEY: CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT RECESSED LIGHT O LED RECESSED LIGHT rL O N 1-0 WALL MOUNTED LIGHT ® WALL WASH RECESSED U DUPLEX RECEPTACLE N .,J to 220 V RECEPTACLE o w U- CO O ca 0 1/2 HOT, 1/2 SWITCHED 0 WATER PROOF RECEPTACLE 04 WP o za FLOOR RECEPTACLE O 0 PRE -WIRE FOR CLG. FAN a O��x z GROUND FAULT INTERRUPT w m a GFI c:a M WALL SWITCH z ca a� 0 8, 3 -WAY SWITCH �g So DIMMER SWITCH m E a N TELEPHONE JACK Q J a_ H CABLEJACK v w w PRE -WIRE GARAGE DOOR OPENED z � u c� FLUORESCENT LIGHT w 0 z � ELECTRICAL PANEL w ® CHIME ;n R- l DOOR BELUGARAGE DOOR SWITCH z a v� w DISCONNECT SWITCH 0 z �M ELECTRICAL METER O a d (� S.D. SMOKE DETECTOR o u cn M C.M.S.D. CARBON MONOXIDE DETECTOR I M fu SMOKE DETECTOR COMBO J z 0 CEILING FAN c �r� c) u 3: O cn w M WALL SCONCE C a- w ,--s � CHANDELIER LL SPOT LIGHT LLm 0 FLUSH MOUNT FLUORESCENT LIGHT LL z z c Fo(73) FAN/LIGHT COMBINATION LL a g GARBAGE DISPOSAL MOTOR c v y 0 Q JUNCTION BOX QcE cn m "ABS " O L.V. LOW VOLTAGE CN Electrical P V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION SCALE: 1/8 = TV (11x17) 1/4" = T -O" (22x34) c O O N E co U N .,J to U- CO O U) C6 co 04 �fnNtfl C O .� Q O O O��x 00 Q LL L- c:a M a� z z �g m E a _z � W w c � u Q ;n z a 0 z O a d 3: N E cn M M fu ULM �r� c) i 3: O cn w M C a- w ,--s � N V) w � O 0 z z Q m 0 cn m o O p N Q; cpm CL o Q' V) M Qol 00 N o 0 (A = LL C) o z O L C, >OC3 N ca > ►" O O C O w Q w LNrn i O a m w o z m w o cn Of ISSUE DATET 11/15/2017 o- ..__.... .. _.._ .. . REVISIONS m < PROJECT: 17-0_316 z ^ SCALE: _.._._ AS NOTED ¢ DRAWN BY: JML & JFT z DESIGNED BY: MJS ELECTRICAL LAYOUT 05 - I I LII J d I L )<il[ II l M P.tJ c� w ;gid • ••°•.•C• - •° 5�,® C) �- O t- N M U J vi A:! =3V" CO ) �(nN� O o�o<Cari lll � E , w E � w � o 0 w m a z 0 m 0 2cn L w M 00 C aux. (,/) w � W F::J 0 z z Q m 0 cn � o o p z N Q O o ul) � 00 N V Ln H O U) � C) o W n o O Lli w ¢ w n O 0 - co LiFZ w Li ,A ry 0 z � ISSUE DATE 11/15/2017 Of w -REVISIONS o :< PROJECT: 17-0316 z SCALE: AS NOTED z DRAWN BY JML & JFT _ DESIGNED BY: MJS DETAILS. D1 SCALE. N.T.S. SCALE: N.T.S. L INTEL 0 W 0 0 m W 0 v Lid m 0 0 z W 4 z c� w z a w Q vi z W Uj W z c� v5 W 0 0 z Q cn a Li 0 z a J d w V) Li z c� r W 0 a J Z 0 w W m m w cr W N W 0 w m 0 n ¢ 0 N H c� 0 0 ca 0 )I iC�-I­10 --�amcoco U_ let Ab ALT - .— (4) (4) --;fil 1li�l�i-- L� lig It`ll cit"5. 11� AFF-4/151`°1:� E:.,I)iIl�fiL `I' P,. I Il�G IhJ_ I .)�.1 i OF TWO fiL LE L CJI .�, I� THE F, (cRl�l WITH �_'i J"Fig _1.)�r� Cf= LU/ IIal C 5.l_f�.>J/ 5i uJL�)mUJl5i �J1 I�IW'vL-G. I lJ' �.mP`�f`1IL57-C FANEL L. Ar"{c �,IO -I 1iL ��II�IC Ca1.,_!; #�. hlf l a If�l TI�F HRAi'41E�J��1�" l,�Jlfl°� C�f°�h�1E1�� AFRE h�l��fi L�r�Fl��. GtAUGE r4iJ�1 •� �%>AVAIL, ITo1 l-/4 LllIDC 1 1°FNS. \11 _' � 1,4fi� � �JI� I � fi�c°� rt W �I' 1-- ENE/ 11� �� i F 1� >� 7 r w E I_I 4�� ,��1 �� 99 79 1=1 5'7�.�f t�l �.m,A� `roc 7f�`.1ij`Vi e. :=_:.c l�l,=ii`il°�lF 1..�b 1,, >� �I �% f _._a � _ � I ' =<v A I '`^1 d.�+ {� 1— 1-- 4.✓ UJ THE I A I V 6— TO E •°` '� F #=F I °41� 1�. X01, �/ I `�, I I "� f —@ Ca-� F F�L`�'�. F�") 1��`fE 7��_ C+�AI�1NL �"� T'-1A�c�?N��.�~r CN�5 c`=����1���1�Llfilc�)���, 4IIr1J)fil5 AFE AVIEL T+Ie.®_"JI INSTALLATION NOTES: l�Or�I, g1�1��m 1tilIlrl1,5. �C' ��JI`�70 311 S-iilia -- - 1 IHR000I10UT IN JfAFCATIO d, KEEP THE WINDOW JAMBS AFE 1 C�Urt F-OfR 37%,='�IIIe PLUM[ AND SQUARE. KEEP HF:AI:) ANS SILL EE:VE:C_ AND SQUARE. l�lh-tI��'� �Ufi ICS 31/g" 1�I l�') �,_C.f�-a, MAKE SURE HEAD AND SIL.L._ ARF. NOT CROWNED JP OR DOWN, J. CONSTANTLY CHECK WIDTH AT MEETING RAIL_`:,. (i. 6 e. DOl1BLE HUNGS) TO AVOID "BOWED. OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE GLASS BLOCN DETAiLS C:)F NAIL-ING FTN ON ALL SIDES PRIOR -T-O SETTING WINDOW INTO oPF:NLNc�. SCALE: N.T.S. 4. PLACE 1/4" SHIMS AI SILL_ CORNERS AND SET WINDOW INTO CHIMNEY HEIGHT 24" ROOF UNDERLAYMENTPER FBCR905.2.7 SHIM`, CENTER THE .WINDOW IN THE OPENING AL -LOWING A 1/4" ABOVE ROOF WITHIN 10' -� CDX PLYWOOD OR O.B.S. ' GAP L3E TWEN WINDOW AND FRAMING MATERIAL.. ON EACH DE. WHEN INSTALLATION IS C;OME'I__ETR, LHESE SHIMS MAY BE PRE -FAB CAP LATH AND STUCCO REMOVED. OVER CHIMNEY "J" METAL FLASHING STALL FASTENERS (T AIc71-I T, NOT ANGLED) IN EVERY OTHER FASTENER 5L. 0' STARTING AT TIIE MIDDLE OF 1fiE: HCDPL/RTYP. 4x5BASE FLASHING .WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A ROOF COVERING PER PIAN MINIMUM OF 1". KEEP WINDOW LOCKED UN111.. A1_L SIDES ARE 7/8" STUCCO OVER PAPER 15132"C.D,X.OR 7/16"O.S.B.(MIN, 2.5:12 SECURED. 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH U.N.O. PITCH) 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT ALL AROUND NAILED 8d@6&12 ROOF UNDERLAYMENT PER FBC R905.2.7 GALV. L -FLASHING. USED. WOOD BASED EXTERIOR 2x's @ 24" O.C. W/ HUGHES MP35 7, CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. SHEATHING -OSB -..... ATTACHED TO SHEATHING WHEN 8. INSULA FF AROUND PERIMETER WI71--i BATT TYPE IN SCIAL hION: GREATER THAN 24"x24", � DO NOT .��.SR EXPANDABLE FOAM.15# FELT DRAINAGE PLANE -� THE USE OF EXPANDABLE ROAM WILL_ VOID WARRANTY. 2x4 BLOCKING 2x4 BLOCKING -- 9. FOR ANY INSTALLATION EINISI-IED WITH BRICK OR STONE, 7/8"NQMINALSTUCCO ALLOW 114" GAP AT SIL._I_. BETWEEN STRUCTURE AND WINDOW, THICKNESS TRUSS @ 24" O.C. HEN, CAULK THIS GAP, 10. CAULK GAP BETWEEN INSTAL I ED WINDOW EXTERIOR PAPERBACK LATH --•-- / Y RUSS @ 24" O.C. - .-• PERIME"1ER AND J-ClIANNE_L (OR BRICK OR OTI--iER X11=RIOR E1NISI�INC� MATERIAL WHICH SURROUNDS WLNDOW). PEEL AND STICK TAPE _ ROOF' COVERING PER PLAN FLASHING SEQUENCING: DRAINAGE PLANE OVERLAP CONTROL BEAD -----. ROOF UNDERLAYMENT PER - FLASHING AND MEMBRANE STRAP OVER WOOD 1, APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE: FLASHING 2x4 BLOCKING FBCR905.2.7 OVER AL._l_. OF ROUGH OPENING, FRAME/MASONRY CONNECTION. - -` FIRE BLOCKING METAL FIRE BLOCKING ROOF SHEATHING 2. SET WINDOW UNIT. AROUND FLUE LINER 6" MIN. LAP ON METAL 3. APPLY 2ND BOTTOM PIECE 01= SELF-- ADHESIVE TYPE 2x4 #2 SPF OR #3 FLASHING OVER NAILING FIN AND BLDG PAPER. METAL OR PLASTIC I SYP STUDS @16" O.C. 4. APPLY SIDE: STRIP OF SELF-ADHESIVE F1'PE FLASHING. EXPANSION JOINT - I zl , 5. APPLY TOP PIECE OF SELF=-ADHL-.SIVE TYPE FLASHING. I NOTE:_ - 1/2" NOMINAL SF:h..E ADI iESIVE TYPE RLA;�HING IS A GENERIC, TERM. CEMENTITIOUS FINISH EE SPE-CIEICAI"ION ol S FOR MATERIAL. TO BE USED. MANTLE ------- - . MEMBRANE STRIP COVERING WOOD FRAME iii IT IS THE RE�PONSIBIL_ITY OR THE OWNER OR BUIL..Df=:R 70 INTERSECTION UNDER EXPANSION JOIN EQUAL \ � \ SEI ECT PRODUCTS IN COMPLIANCE WI [1-i. APPLICABLE I__AW`.� .AND TOPROTECTOWRAPBT-20XL-9"WIDE.TO EXTEND 2" BELOW THE CMU PRE -FAB FIRE BOX BUIL..DING GORES: _. DAMPER L�0 NOT USE MURIATIC ACID ON HOMES AF TER INSTAL.L_JNC THIS WINDOW: TI --IE AC MATERIAL MAY DESTROY I HE COIL SPRING' BALANCE 1�ATERIAL FO LISTABLE NON -COMB ' M R HEARTH SYSTEM. WINDOWS WII__1... NOT BE UNHF.F WARRAN Y IF EXPOSED l -O MURIATIC ACID. FOUNDATION \ DO NOTLAY WINDOWS FLAT OR STORE IN SUN BEFORE -_-- / INS [ALLING. ALL WARRANTIES cc NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. VALLEY RAFTER SCALE: 3„ _ l'—O" 2 W�N 1-i UF-" ETAI LS 2un STUCCO BOND BREAK/FLASHNb'­' DETA�L PRE—FAB F�REBOX LASHHNG'DETA�L DOW FLASHNG PROJECT: 17-0316 z SCALE: AS NOTED z DRAWN BY JML & JFT _ DESIGNED BY: MJS DETAILS. D1 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAYBE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2 x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN, 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/21', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI, ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES- E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE Y/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. ENGINEERED LUMBER GENE RAL NOTES ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN FOUNDATIONS' VALUES AS FOLLOWS: ®® ®® 2 COLUMNS BEAMS STUD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM RISK CATEGORY II BEARING CAPACITY 2000 PSF Fb = 2650 Fb = 3000 Fb = 2200 TERMITE TREATMENT Ft = 1650 Ft =1700 Ft =1500 w Fc ii= 3000 Fc ii= 3000 Fc ii= 2100 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE Fc = 450 Fc j = 900 Fc = 450 PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT Fv = 285 Fv = 285 Fv = 150 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONSUMER SERVICES, CONDITION U.N.O. WIND CEILING CONSTRUCTION CAST IN PLACE CONCRETE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. (+) VALUE DENOTES PRESSURE 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF LIVING SPACE IS ABOVE THE GARAGE. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, .MEANS► AND METHODS AND A MAXIMUM WATER/CEMENT RATIO 0.58. AREA 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE ASTM A-615 GRADE 60 CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND UNDER STAIR PROTECTION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND (12.7MM) GYPSUM BOARD. . M EACH END SHALL S N ALL REI 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, CENTER TO UPPER 1/3 OF THE SLAB. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BOLTS AND THREADED RODS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF MINIMUM G50 ZINC COATING HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING, 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PRESERVATIVE WOOD TREATER. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (-) 20.9 OF OF PRESSURE TREATED WOOD, MASONRY WALL CONSTRUCTION WOOD TRUSSES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, SUCTION DIAGRAM 5 5 CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR PSI = 1900 PSI) SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT R 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS FILLEDWITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE AND STRUCTURAL PLANS FOR MORE INFO. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY FOOTING & LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR TRUSS ENGINEER OF RECORD POSITIONERS IN MIDDLE OF WALL 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. LATEST EDITION OF ANSI TPI 1. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND D 4. BRIDGING FOR PRE-ENGINEER ED ETRUSSES SHALL BE AS REQUIRED BY TRUSS COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND MANUFACTURER UNLESS NOTED PLANS 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE: EMBEDDED 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TRUSS DESIGN N LOADS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO TOP CHORD` = 16 PSF CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. DL = 7 PSF (SHINGLE TYPE ROOF COVER) 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DL = 14 PSF (TT (TRUSS OVERBUILD) 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO BOTTOM CHORD: = 5 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318,. LATEST EDITION. MINIMUM FLOOR DESIGN LIVE LOADS: 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ A) FLOORS = 40 P$F B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE C) DECKS 40 = PSF = 40 PSF D) STAIRS 40 PSF CONSOLIDATION. E) BONUS ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: WOOD CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GENERAL LOADING: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) ATTIC WITHOUT STORAGE = 10 PSF 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. ATTIC WITH LIMITED STORAGE= 20 PSF STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED GUARDRAILS IN -FILL COMPONENTS = 50 PSF REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) -ADDIT'L BRACING & BLOCKING PER BCSIA & TRUSS MANUFACTURER'S DWGS CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W1 APA 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4: -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 12d TOENAILS EACH END. DURABLE OR PRESERVATIVE -TREATED WOOD. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO FA. TRUSS 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20"-0" MAX FROM #1 HIP THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 BY OTHERS. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST HSS2 STUD SHOES, TYP U.N.O. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR TABLE WITHIN BCSI-133). STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND IS TO BE PRESSURE TREATED. INDICATED BLOCKING, ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOODEN TOP PLATES. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAYBE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEETS FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2 x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN, 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/21', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI, ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES- E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE Y/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. INDEX OF DRAWINGS DESIGN PRESSURES SHEET WIND DESIGN LOAD INFORMATION CL WIND SPEED (ULTIMATE) 140 mph ®® ®® 2 WIND SPEED (ALLOWABLE) 108 mph S1 WIND EXPOSURE B O RISK CATEGORY II co BUILDING TYPE V B S2A ENCLOSURE CLASSIFICATION ENCLOSED w INTERNAL PRESSURE COEFFICIENT +/-0.18 ►9�lioeae in WIND PRESSURE & SUCTION DOWEL PLACEMENT PLAN EFFECTIVE Q Z J (PSF) FOUNDATION DETAILS WIND P a (+) VALUE DENOTES PRESSURE AREA (SQ FT) 0 U (- VALUE DENOTES SUCTION S5A AREA G �5 NOTES & CONNECTOR LEGEND 10 (+) 21.2 (+) 21.2 �� Q SD1 (- 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 GENERAL DETAILS I = (-) 22.0 (-) 26.4 w =� a 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 cYi rY (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" O U Z + 1 .4 + z (-) 20.9 (-) 19.7 rte. � �c)�� WIND PRESSURE/ C0 z O SUCTION DIAGRAM 5 5 O 4 4 aI E 515 a 06 W 05'Tt- STANDARD DESIGN PRESSURE NOTES 1, ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND X CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET U ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5-0" OF ALL EXTERIOR 6501:0 z Z 0 ujz z BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR DESCRIPTION OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED D WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS L) u LOV 0` 140 MPH OR GREATER IS CONSIDERED TO BE IN THE 1 WIND -BOURNE DEBRIS AREA. OPENING PROTECTION CREATED ELEV A, B, & C (MID -FLORIDA LUMBER) REQUIRED. REFER TO SECTION R301.2.1.2 OF THE cQ RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS J OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO Q U a TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS w SHEET SHEET TITLE CL 00 ®® ®® 2 Q O S1 STRUCTURAL NOTES O CJ co U_ S2A FOUNDATION PLAN w O ►9�lioeae in S2.1A DOWEL PLACEMENT PLAN O Q Z J S3 FOUNDATION DETAILS z 0 P a S4A LINTEL PLAN 0 U Z LU W S5A ROOF FRAMING PLAN LL S5.1 NOTES & CONNECTOR LEGEND w o O �� Q SD1 GENERAL DETAILS Q Q H SD2 GENERAL DETAILS I = SD3 GENERAL DETAILS w =� a SD4 GENERAL DETAILS W Q 0 W (DZ D z L0 cYi rY W F- DRAFTING CL -STRUCT: MB/DJ O U Z U) V J Z z U_ O rte. � �c)�� C0 z O O W W O U) (0 E 06 W 05'Tt- O X r :5 r, OpcN�.c Z0F'_j-i a u.i r MASTER UPDATES _j co ❑ t� vc U 6501:0 z Z 0 ujz z I - NUMBER DATE DESCRIPTION INTIALS D L) u LOV 0` 1 2/16/2017 CREATED ELEV A, B, & C (MID -FLORIDA LUMBER) DP cQ J r� Q U a z O 2 2/24/2017 UPDATED SHEET NAME FOR ROOF FRAMING PLAN DP Q U 3 3/10/2017 UPDATED SLAB NOTE TO READ 4" & LEGEND ON DOWEL SHEET TO DP READ GRADE 60 STEEL 4 8/28/2017 UPDATED WINDOWS AT BEDRM #3 & 4 PER ARCH UPDATE HG � 5 9/25/2017 CREATED OPTIONAL TRAY @ MASTER SUITE FOR ELEVATION A DP PER WP -156 0 6 10/18/2017 UPDATED WOOD BEAMS AT ENTRY TO LINTELS DP Q ..COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES LLC is strictly prohibited. O �S%%11%jillodijill®�� a ®®® w 6i ®® CL 00 ®® ®® 2 Y z C W o Q CJ co Uj 00 d' O ►9�lioeae in S1 V �J J O U) co 12 1 00 d' ao Q Z J © c O co0LL P a a c� O65 U Z LU W W W W O �� Q Z 0 n A Q � Q g � I = W W Q 0 W (DZ L0 Q_ CL r LU 0 DRAFTING -STRUCT: MB/DJ O U QC CHECK: AML U) V J Z z DATE: 11/15/17 rte. � �c)�� In O W W O U) (0 E 06 W 05'Tt- z0 r :5 r, OpcN�.c Z0F'_j-i r�InU- - r _j co ❑ t� vc U 6501:0 z Z 0 ujz z 1..1.. E E L) u LOV 0` Q°0 Z 0 W M J r� Q U a Fry- S1 W.-..� �J J U) 12 1 00 d' ao Z J co0LL wt LU g Q OC Z LU W W W W � n A � Q g � I = C) W Q 0 W (DZ Q_ CL r STRUCTURAL ENG: MCD DRAFTING -STRUCT: MB/DJ QC CHECK: AML ------------ JOB No. PSQ-2171953 SCALE: AS INDICATED DATE: 11/15/17 S1 0 MF01 S3 0 60 30'-011 FO S3 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: W Q 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE C] LAPPED MIN. 6" AND SEALED. _..-- — — 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH Q PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL ❑ (FIBER MESH MAYBE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 0 tl. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. T- ENDS) LAP SPLICES SHALL BE NO LESS THAN 30". O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR W RECESSING DOOR SILLS. O z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. �5 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) W0' CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE CL (� THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR LU USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 0 (� COMMUNITY & COUNTY CODES. Q --- -- - _ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE H W AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. CDd �lallllll/®®uJ M 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED o® ®®® p vt ems• DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO ®°••••••®�`�J,j� ®i' W " C=DETERMINE STEP LOCATIONS IF REQUIRED © �� ®•®� ®•®�®� m p N f Z ry 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Q Q ®mayj AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDC6 ®w —� --� J► FOOTING STEP DOWN AND CORNER INFORMATION.W .�� ®5 041 �¢ • Z 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE a +-7� •®® SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH <'®�®� ®°••••®•••O®� O PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION U®�®® PR® a®®�® m 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O 1P LL COMPACTION`. 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �5 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. > SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS a 1yf� N DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 6 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 cc) ❑ PSF. U Q U c O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO ❑ I- 1 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE F- W ` Z STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND CI O FOOTING SIZES PENDING DEPTH OF STEMWALL W U (� LY Z FOOTING SCHEDULE o 0���0 ON 1211x12"x12" dp w/ #5's EQUALLY SPACED EA. Z M O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.O Yd N BARS & 3" MIN, COVER TO EDGE OF CONC. O Q 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. II O W 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE @3 O.C. &MIN W BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL O.C.12" H LO SIDE 6" C. W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. H ❑ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. W O Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U Z 0 1-- c) 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q 0 U) U BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ '=� zLU °� W 30"x30"x1211 dpw/#5's EQUALLY SPACED EA. p m cn Z j ca E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U <t � Q z � N rn 8 O BARS & 3 MIN. COVER TO EDGE OF CONC. ...j (D < O r c+7 E Q ZU1=> �� 32"x32"x1211 dp w/ #5's EQUALLY SPACED EA. Za. O - N 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 H t!1 m c z �¢O°X- BARS & 3" MIN. COVER TO EDGE OF CONC. W 36"x36"x12`' dp w/ #5's EQUALLY SPACED EA. 0O � p = O Q " � O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. a O Z Q n z W Z E BARS & 3" MIN. COVER TO EDGE OF CONC. OX < W Q O 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 L_ O W -j CL 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. f BARS & 3" MIN. COVER TO EDGE OF CONC. ,� '� Z pIXM 4211x42"x16" dp w/ #5's EQUALLY SPACED EA. OO W 0 O U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ❑ J 0 BARS & 3" MIN. COVER TO EDGE OF CONC. _Z Z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. �-- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W F- BARS & 3" MIN. COVER TO EDGE OF CONC. III �""\ 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. ❑ W `„�J 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z Z L BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. N a> B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. r 00 BARS & 3" MIN. COVER TO EDGE OF CONC. 3: qe 52"x52"x1211 dp wl #5's EQUALLY SPACED EA, O <8> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. I-- M— p BARS & 3" MIN. COVER TO EDGE OF CONC. W Q Q 54 x54 x16 dp w/#5's EQUALLY SPACED EA. Z Z 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 0 W 0 U �� BARS & 3 MIN. COVER TO EDGE OF CONC. ►,, 54"x54"x24" dp w/#5's EQUALLY SPACED EA. ❑ 2 Q W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U 0 W W BARS & 3" MIN. COVER TO EDGE OF CONC. W 6011x60"x16" dp w/#5's EQUALLY SPACED EA. = W M W O I . WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U W � � BARS & 3" MIN. COVER TO EDGE OF CONC. Q Z 0. 66"x66"x16 dp w/#5's EQUALLY SPACED EA. _ z 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. ¢ V _ W 0 Z w 11 LLQ tY _) = STRUCTURALENG: MCD F- --- DRAFTING. -STRUCT: MB/DJ QC CHECK: AML JOB No. PSQ-2171953 SCALE: AS INDICATED FOUNDATION PLAN DATE: 11/15/17 1/411=11-011 tiZA COPYRIGHT MCD 2015: 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. 14'-0" 161 -Of - 811 811 1 31-411 A/C PAD F01 S3 ■ 2 I U PAVERS h -F 01 S3 _ Y 0 �MF01 2 F1 IS3 S3 FO I S3 I ■ Li9 I I■ U') 1 /I1 + I ■ I 31-811 I. ■ IOL 01-0" FIN. FLR. I 4" THICK CONC. SLAB W/ I FIBERMESH. OVER 6 MIL VAPOR I BARRIER OVER COMPACTED FILL. ■I I �I I p000 ■I ❑ O° [KD FO I ■ o S3 I F0 S3 `— Ilk 00'-411 —--- - t— o FO I �- U �, cV S3 ■ I d ■ 151.011 13�-8- ■ FO I ■ I F1 MF01 S3 00 ■ S3 S3 I I 181-811 ■ I I I MF01 I ) � I I I co S3 N � N o 3: � MF02 S3 ( ■ ■ C9 PAVERS r, o 6'-811 4'-011 I 4D1 +L S2.1 ■ ■ ■ I MF13 I S3 4 2 ijo •0 DO D DO D 1'41 8'-4" 811 1'-811 161-011 1'-811 101-811 191-4" 301-011 FO S3 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: W Q 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE C] LAPPED MIN. 6" AND SEALED. _..-- — — 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH Q PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL ❑ (FIBER MESH MAYBE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 0 tl. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. T- ENDS) LAP SPLICES SHALL BE NO LESS THAN 30". O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR W RECESSING DOOR SILLS. O z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. �5 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) W0' CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE CL (� THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR LU USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 0 (� COMMUNITY & COUNTY CODES. Q --- -- - _ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE H W AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. CDd �lallllll/®®uJ M 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED o® ®®® p vt ems• DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO ®°••••••®�`�J,j� ®i' W " C=DETERMINE STEP LOCATIONS IF REQUIRED © �� ®•®� ®•®�®� m p N f Z ry 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Q Q ®mayj AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDC6 ®w —� --� J► FOOTING STEP DOWN AND CORNER INFORMATION.W .�� ®5 041 �¢ • Z 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE a +-7� •®® SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH <'®�®� ®°••••®•••O®� O PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION U®�®® PR® a®®�® m 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O 1P LL COMPACTION`. 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �5 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. > SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS a 1yf� N DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 6 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 cc) ❑ PSF. U Q U c O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO ❑ I- 1 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE F- W ` Z STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND CI O FOOTING SIZES PENDING DEPTH OF STEMWALL W U (� LY Z FOOTING SCHEDULE o 0���0 ON 1211x12"x12" dp w/ #5's EQUALLY SPACED EA. Z M O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.O Yd N BARS & 3" MIN, COVER TO EDGE OF CONC. O Q 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. II O W 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE @3 O.C. &MIN W BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL O.C.12" H LO SIDE 6" C. W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. H ❑ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. W O Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U Z 0 1-- c) 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q 0 U) U BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ '=� zLU °� W 30"x30"x1211 dpw/#5's EQUALLY SPACED EA. p m cn Z j ca E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U <t � Q z � N rn 8 O BARS & 3 MIN. COVER TO EDGE OF CONC. ...j (D < O r c+7 E Q ZU1=> �� 32"x32"x1211 dp w/ #5's EQUALLY SPACED EA. Za. O - N 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 H t!1 m c z �¢O°X- BARS & 3" MIN. COVER TO EDGE OF CONC. W 36"x36"x12`' dp w/ #5's EQUALLY SPACED EA. 0O � p = O Q " � O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. a O Z Q n z W Z E BARS & 3" MIN. COVER TO EDGE OF CONC. OX < W Q O 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 L_ O W -j CL 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. f BARS & 3" MIN. COVER TO EDGE OF CONC. ,� '� Z pIXM 4211x42"x16" dp w/ #5's EQUALLY SPACED EA. OO W 0 O U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ❑ J 0 BARS & 3" MIN. COVER TO EDGE OF CONC. _Z Z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. �-- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W F- BARS & 3" MIN. COVER TO EDGE OF CONC. III �""\ 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. ❑ W `„�J 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z Z L BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. N a> B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. r 00 BARS & 3" MIN. COVER TO EDGE OF CONC. 3: qe 52"x52"x1211 dp wl #5's EQUALLY SPACED EA, O <8> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. I-- M— p BARS & 3" MIN. COVER TO EDGE OF CONC. W Q Q 54 x54 x16 dp w/#5's EQUALLY SPACED EA. Z Z 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 0 W 0 U �� BARS & 3 MIN. COVER TO EDGE OF CONC. ►,, 54"x54"x24" dp w/#5's EQUALLY SPACED EA. ❑ 2 Q W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U 0 W W BARS & 3" MIN. COVER TO EDGE OF CONC. W 6011x60"x16" dp w/#5's EQUALLY SPACED EA. = W M W O I . WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U W � � BARS & 3" MIN. COVER TO EDGE OF CONC. Q Z 0. 66"x66"x16 dp w/#5's EQUALLY SPACED EA. _ z 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. ¢ V _ W 0 Z w 11 LLQ tY _) = STRUCTURALENG: MCD F- --- DRAFTING. -STRUCT: MB/DJ QC CHECK: AML JOB No. PSQ-2171953 SCALE: AS INDICATED FOUNDATION PLAN DATE: 11/15/17 1/411=11-011 tiZA COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 c 0 C (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW "D1MASONRY COLUMN TIE IN W � _ SYMBOLS LEGEND Q W 0 cS1 W W z�g Z ®�'� �:� o z cn Q ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 U �t®• z cpy oz W a ®7 •• `� ° • G�j ®�®® ®®°•®®®®•••°•® �, p _ oc CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) A®�rr�Atl�rrr U I— U o0 Op w U- 0 w� I— F-o z J �U0. O • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 Q W O Q z 0 4; O �1��� M Z rti n a Ifs Om CONT. FTG. TO TIE BEAM. U r Z:) Eo U Q F" Q W © 0 Z W ZUp> 00 p O�pJpILr- r- W O JO)wI�}o8 :)<OOW:Scu O a (50=OQ ZQ�zWZ OE J 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. U - °�- Q0�� Q J ZOUj WM o o W W w z F W O' W C INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. H cn F-- GRADE 60 #5 CONT. FT.G TO TIE BEAM. O 00 o ao ° z z Z -� 24W CC (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW "D1MASONRY COLUMN TIE IN W � _ rrro�rrrrr��® Q 0 cS1 W W z�g Z ®�'� �:� o z cn Q W;w a®' ¢ U �t®• z cpy oz W a ®7 •• `� ° • G�j ®�®® ®®°•®®®®•••°•® �, p _ oc A®�rr�Atl�rrr U I— U o0 Op w U- 0 w� I— F-o z J �U0. O O W O Q z 0 4; O �1��� M Z rti n a Ifs Om Ld• U r Z:) Eo U Q F" Q W © 0 Z ISTRUCTURALENG: MCD DRAFTING: 1-STRUCT: MB / DJ QC CHECK: AML 1 JOB No. PSQ-2171953 SCALE: AS INDICATED DOWEL PLACEMENT PLAN DATE: 11/15/17 1/411=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q 0 cS1 W W z�g cn z� LL z cpy oz �o am U I— Op w w� I— F-o J �U0. W O Q z Z rti n Om Z:) Eo U Q OZS IW- z U) U (D<CO6.c Z W ZUp> 00 p O�pJpILr- r- W JO)wI�}o8 :)<OOW:Scu O a (50=OQ ZQ�zWZ OE J o2,Q,_w�O C� z °�- Q0�� Q J ZOUj WM o o W W p 0� 0 z F W O' W C Q H cn F-- 00 o ao ° z Z -� 24W CC w _ W U F- W OCW� z Cr = �." (Y Q w 0 � 0) Z U°- a r- -- ISTRUCTURALENG: MCD DRAFTING: 1-STRUCT: MB / DJ QC CHECK: AML 1 JOB No. PSQ-2171953 SCALE: AS INDICATED DOWEL PLACEMENT PLAN DATE: 11/15/17 1/411=11-011 COPYRIGHT MCD 2015: 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. 3/4"=1'-0" �rwr.r� 2x BRIG WALL PER PLAN AND BEARING WALL SCHEDULE 2x P.T. BASE PLATE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY CONC. SLAB PER FOUNDATION PLAN ♦ 4 ♦ I.. d' ^ Z-1II=1II III• :.. 1=1�I �IIII _I :1 1=1 I I= .' a _I 11; —'-111111 �- li__—=..._111111, ,I I I_II 11 I— = I 111 ILII; . (2) #5 BARS CONT. W/ 811 111 I $I-11 I $ ff 3 COVER TYP. 8 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE W/(3) #5 BARS /6FO'�\ FOOTING AT INTERIOR BEARING NOTE: AT FRENCH DOOR LOCATIONS. CONTRACTOR TO VERIFY WITH DOOR MANUF. FOR .' REQUIRED RECESS THRESHOLD PER MANUFACTURER'S SPECIFICATIONS CONC, SLAB PER FOUNDATION PLAN _ d 4� .N d PER DOOR MANUFACTURER 3/4"=11-011 W U W M �— SLOPE THRESHOLD PER MFR'S. SPECIFICATIONS EXTEND SLAB OUT 1 1/2" AT FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR U) W U W SLOPE - SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED EXTERIOR DOOR POURED SILL 3/4"=1' -Orr COPYRIGHT MCD 2015: The information contained in this doi (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO 0 4 BOND BEAM IN FULLY 411. MASONRY WALL GROUTED CELL. (2) #5 BARS @TOP SEE PLAN SPLICE TO BE MIN. 30" WHEN MONO DEPTH (2) #5 BARS @ TOP MASONRY WALL — :�'�. EXCEEDS 26". IF WHEN MONO DEPTH SEE PLAN DEPTH IS LESS THAN EXCEEDS 26". IF ti 26", THESE BARS ARE DEPTH IS LESS THAN CONCRETE SLAB PER NOT REQUIRED 26", THESE BARS ARE FOUNDATION PLAN a5 ' 4 NOT REQUIRED #3 STIRRUPS @' 48" O.C. WHEN °.a' SEE PLAN a' A• d --• '.r 'Q° 00 MONO DEPTH .a q ° 00 �Id ' GRADE d I00 III d — I—I EXCEEDS 26", IF —III _ T I GRADE z _FOR REQUIRED #5 DEPTH IS LESS CLEAN COMPACTED �'" - III—I MONO DEPTH — THAN 26" I I=�J I I — FILL @ 95% STANDARD a 4.... ;#I I I— 000 r> EXCEEDS 26", IF 'i- THESE BARS00 DENSITY (2) #5 BARS @ TOP �I I d ' -I I I — (I DEPTH IS LESS aoTHAN ARE NOT REQ'D -III ;ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI LINTEL PLAN fiFO) TYPICAL STEP FOOTING DETAIL - EXCEEDS 26". IF (2) #5 BARS CONT.'—I — I III— I I= I 1 W/ 3" COVER TYP. 26", THESE ARE #3 STIRRUPS @ 48” NOT R QUIREDS O.C. WHEN MONO (2) #5 BARS CONT. , .CLEAN COMPACTED W/ 3" COVER TYP. 8" 114" FILL @ 95% STANDARD THAN 26" THESE BARS 2x BRIG WALL PER DENSITY I I = ALL REINFORCEMENT SHALL 113 CLEAN COMPACTED (2) #5 BARS CONT.FILL MAINTAIN 3" CLEAR TO @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG V -41v IV DENSITY ALL REINFORCEMENT SHALL GRADE AND 1-1/2" CLEAR TO SHALL BE 1'4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG ANY FACE EXPOSED TO GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS FLUSH W/ WEATHER WALL SCHEDULE fill=01.TY_PICAL EXTERIOR FOOTING 3/4"=1'-0" �rwr.r� 2x BRIG WALL PER PLAN AND BEARING WALL SCHEDULE 2x P.T. BASE PLATE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY CONC. SLAB PER FOUNDATION PLAN ♦ 4 ♦ I.. d' ^ Z-1II=1II III• :.. 1=1�I �IIII _I :1 1=1 I I= .' a _I 11; —'-111111 �- li__—=..._111111, ,I I I_II 11 I— = I 111 ILII; . (2) #5 BARS CONT. W/ 811 111 I $I-11 I $ ff 3 COVER TYP. 8 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE W/(3) #5 BARS /6FO'�\ FOOTING AT INTERIOR BEARING NOTE: AT FRENCH DOOR LOCATIONS. CONTRACTOR TO VERIFY WITH DOOR MANUF. FOR .' REQUIRED RECESS THRESHOLD PER MANUFACTURER'S SPECIFICATIONS CONC, SLAB PER FOUNDATION PLAN _ d 4� .N d PER DOOR MANUFACTURER 3/4"=11-011 W U W M �— SLOPE THRESHOLD PER MFR'S. SPECIFICATIONS EXTEND SLAB OUT 1 1/2" AT FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR U) W U W SLOPE - SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED EXTERIOR DOOR POURED SILL 3/4"=1' -Orr COPYRIGHT MCD 2015: The information contained in this doi (1) #5 FROM FTG. TO FILLED CELL PER PLAN 0 4 BOND BEAM IN FULLY MASONRY WALL GROUTED CELL. j SEE PLAN SPLICE TO BE MIN" 30" OPTIONAL CURB BY (2) #5 BARS @ TOP �� WHEN MONO DEPTH W BUILDER EXCEEDS 26". IF ti M DEPTH IS LESS THAN CONCRETE SLAB PER CONIC. SLAB PER 26", THESE BARS ARE FOUNDATION PLAN 7 A NOT REQUIRED VARIES OR PAVERS SEE PLAN a' A• d --• '.r 'Q° 00 GRADEdtol d :'_ a°, "4 d d° d I00 III d — I—I °�4 ° ' 4.W rAll .�p #3 STIRRUPS @ T I GRADE z _FOR REQUIRED #5 48" O.C. WHEN oo CLEAN COMPACTED �'" - III—I MONO DEPTH — I I=�J I I — FILL @ 95% STANDARD a i I III o 16" MIN. EXCEEDS 26", IF 'i- I I— ' BEND EACH CONT. #5 DENSITY (2) #5 BARS @ TOP �I I 4 8 -I I I — (I DEPTH IS LESS aoTHAN III 1— WHEN MONO DEPTH ;ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI LINTEL PLAN fiFO) TYPICAL STEP FOOTING DETAIL - EXCEEDS 26". IF 26"s DEPTH IS LESS THAN 26", THESE ARE #3 STIRRUPS @ 48” NOT R QUIREDS O.C. WHEN MONO (2) #5 BARS CONT. THESE BARS W/ 3" COVER TYP. IF DEPTH IS LESS THAN 26" THESE BARS 2x BRIG WALL PER ARE NOT REQ'D I I I = I=I 113 CLEAN COMPACTED (2) #5 BARS CONT.FILL @ 95% STANDARD W/ 3" COVER TYP. 8 V -41v IV DENSITY ALL REINFORCEMENT SHALL w MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS FLUSH W/ ANY FACE EXPOSED TO WALL SCHEDULE w WEATHER FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID SEE PLAN FOR SHOWER SIZE 3/4"=1'-0" ® FILLED CELL PER PLAN 0 4 ANCHOR TO HAVE MIN. 7" EMBEDMENT BELOW GARAGE j CURB OPTIONAL CURB BY Z r O L4 L,° TOP VIEW @ CORNER ad 4 e CONC. SLAB PER BUILDER FOUNDATION PLAN 18" M r�..d.d"'�.�,..,�� BEYOND CONIC. SLAB PER > DRIVEWAY BY FOUNDATION PLAN 'MSF] FOUNDATION PLAN OR PAVERS . p d d d a• 00 GRADEdtol d :'_ a°, "4 a _ I I 1—I I• ao III d — I—I °�4 ° ' 4.W rAll .�p I VERIFY PLAN DETAILS I• I. ad I° A. a A', ' _.ry„— Orr -- I a— _FOR REQUIRED #5 W CLEAN COMPACTED �'" - III—I III I I=�J I I — FILL @ 95% STANDARD I i I I =III 16" MIN. III— I I— ' BEND EACH CONT. #5 DENSITY (2) #5 BARS @ TOP 8" x 8" THICKENED 4 8 -I I I — (I I III 1— WHEN MONO DEPTH ;ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI LINTEL PLAN fiFO) TYPICAL STEP FOOTING DETAIL 1111 EXCEEDS 26". IF DEPTH IS LESS THAN 26", THESE ARE #3 STIRRUPS @ 48” NOT R QUIREDS O.C. WHEN MONO (2) #5 BARS CONT. DEPTH EXCEEDS 26", W/ 3" COVER TYP. IF DEPTH IS LESS THAN 26" THESE BARS 2x BRIG WALL PER ARE NOT REQ'D FOOTING a— SHOWER AT MASONRY 3/4"=1'-0" ® FILLED CELL PER PLAN ABOVE - WALL 4 ANCHOR TO HAVE MIN. 7" EMBEDMENT BELOW GARAGE LOWEST STEP OF CURB Z r O L4 L,° TOP VIEW @ CORNER ad 4 e CONC. SLAB PER FOUNDATION PLAN GARAGE WALL �1 r�..d.d"'�.�,..,�� BEYOND I > DRIVEWAY BY FOUNDATION PLAN 'MSF] BUILDER- CONCRETE OR PAVERS . p d d d a• 00 a e a ...'°. -� III d 14 ° A7 . °�4 ° ' 4.W rAll .�p I VERIFY PLAN DETAILS W W p 'A " ' "' • d . d . "� I _FOR REQUIRED #5 W CLEAN COMPACTED �'" - III—I III I I=�J I I — FILL @ 95% STANDARD i I I =III 16" MIN. III— I I— ' BEND EACH CONT. #5 DENSITY _I 8" x 8" THICKENED 4 8 EDGE W/ (1) #5 CONT. BARS FOR EACH CONT. W/ 3" COVER, TYP. fiFf THICKENED EDGE @ GARAGE DOOR 3/4"=1'-011 ;ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI CONC. SLAB PER i". FOUNDATION PLAN rn W ' d d d na —I 6rri --11111 1►1 (1) #5 BAR CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON—BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3 COVER TYP. A GRADE • a ,. III—I I I— I I III `III—I I_ I I—III TI .I- 8" I I 8" �— CLEAN COMPACTED FILL @ 95% STANDARD DENSITY F THICKENED EDGE J3/4"=1'-011 8"C.M.U. FINISH PER ELEV.. FINISH FLOOR z PENETRATING PIPE 5 MAX. 4" IF BEARING WALL ABOVE - WALL ANCHOR TO HAVE MIN. 7" EMBEDMENT BELOW MIN 5" LOWEST STEP OF CURB Z r O L4 L,° (1) #5 CONT. W/ 1-1/2" ad 4 e W Cl) COVER TYP. z " r�..d.d"'�.�,..,�� CONCRETE SLAB PER as > FOUNDATION PLAN 'MSF] W A< d a• a e a ...'°. -� III d 14 ° A7 . `D 12 (2) #5 BARS CONT. W/ —' 3 COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE W/(3) #5 BARS 6 FO DOUBLE STEP FOOTING 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. KAIAI W" RF1=0471= w z z 01 ANOTHER STEP P,^^♦ a.0_ b V) + r 6 Z r O L4 L,° ad 4 e '..d' .°e. 'A O° h- �Wz r�..d.d"'�.�,..,�� wo > v "' 'MSF] W A4 d' d° a• a e a ...'°. •' III IIIT Y�- °�4 ° ' 4.W rAll .�p I VERIFY PLAN DETAILS W W p 'A " ' "' • d . d . "� I _FOR REQUIRED #5 W �'" CONT. BARS. MAINTAIN COVER TYP. 116" D MIN. — 16" MIN. VERIFY PLAN DETAILS III—I I II I I.I I I— ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. BAR, LAP REBAR PER DETAIL MD08 ON LINTEL PLAN fiFO) TYPICAL STEP FOOTING DETAIL % 3/4"=1' -Orr 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR ads PENETRATING e ... #5 LOOP TIE (TYP.) .4 . :.q ° A PIPE. MAX 4". ' GRADE ch;,e REFER TO = I ° FOUNDATION PLAN = • FOR CONT" TM " FOUNDATION PVC SLEEVE MAX INFORMATION 6 DIAMETER g (I 4'°°' ea. I I I FOOTING PER PLAN FOOTING PER PLAN I _III -1 I i- CLEAN COMPACTED PVC SLEEVE Ln g FILL @ 95% STANDARD (FRONT VIEW) MAX 6" DIA. (SIDE VIEW) DENSITY CONTACT EOR FOR ADDITIONAL REVIEW (2) #5 x 4'-0" BARS FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION q tl -III—III III—� I _ ° /-4,° III II1 II1 q 1 q Z— --- III-4II _.III_ REFER TO =III—III--1 'FOUNDATION PLAN PIPE PARALLEL TO FND -)II SEE FDN. _ FOR CONT. I- PLAN FOR FOUNDATION —I 1 I- INFORMATION SIZE & REINF. AF1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DI =SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F- 0 D HOLD BRIG WALL BACK 2x BRIG WALL PER 0 SO GYP FINISH IS PLAN AND BEARING w FLUSH W/ WALL SCHEDULE w FOUNDATION BELOW CONC. SLAB PER I 0 FOUNDATION PLAN cd Uj� o z 2x P.T. BASE PLATE O � LL m a a• � W V d a e d. O _ CIDo W I - w ._._ (2) #5 BARS CONT. W/ 6" 3" COVER TYP. 8" 811 10,r a �M�o�rrrrrr®r®y W M ���'�m U ��®� ��` ®®•o w 0O Cz CLEAN COMPACTED ❑ q°��®t�, a, •o®® i Z FILL @ 95% STANDARD Q ®y ` WHERE 2ND STORY OCCURS, FTG DENSITY C :w ., • SHALL BE 1'-4" WIDE W/(3) #5 BARS W ®®� z CD FO BEARING SLAB STEP DOWN 3/4"=1'-0" p Z O O CL v 130 0 L r UQ 0 o c O o VERIFY W/ DETAILS FOR REQ'D WZc� F- 0 O STEEL AT 2 STORY LOCATIONS ❑ W �••/ G�ti4 N Z e. A • .°� f '°. O r-- O Q Z. '°.. . 44. .,° O Z m a O . P -1A .. :0 .•. #5 CONT. 0 Q ..A -J. �dM . , . I d REINFORCEMENT SEE _,, w J. FOUNDATION PLAN w _ u� ' FOR QUANTITY ~ r^ d a.. wwrm. .r.. 046' ° A < : 90 -DEGREE #5 HOOK LU y, ' d : e '1 BARS AT CORNER, OR w Z . �'BEND CONTINUOUS #5 Z Z Q (� r, -co ° ° a. • '' BARSAROUND Q D �, (%) U •- ;= 0' . ° ° . ° .° ' . a �� •. a. ° ° CORNER. LAP REBAR PER DETAIL MD08 ON ❑ ='� p m W W w 0 (n- 0 t E'' q d a4' dMlw An w� Yom, A A •dd .. ° .. LINTEL PLAN U ❑ °� Iw— z U) N °' 0) q (D<0CiM�,E z Zp~JJc0p 5 w JU)EEO >'0 8 co O U)aX0¢--- a "� �.�.." zz11-3:2Lu o QOzwz E O�0IX O ZIQ ❑ — � H ` F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) O W 7 OOwo L U 3/411=11-011 /4"=1'-0" ❑ Z Ow �..- X W W � H U) I=— CO WOOD POST PER PLAN 00 FOR SIZE AND BASE < O CONNECTION Z J TOP COURSE TO BE (1) 0 W 1� CHAIR BLOCKS. U) ENTIRE BASE TO BE ❑ 2 Q W FILLED SOLID SEE ELEVATION U 0 > W CMU BASE W/ (1) #5 10 W W VERTICAL @ EA. W W W CORNER. SEE PLAN FOR BASE SIZE; BARS U _ � z TO TIE INTO EXT. FTG, ° d. d �° = 1 BY TIE IN OR EPDXY d° ' aI-- z 0 Q CONNECTION d' ;. i m ¢ Q U U) Z THICKENED EDGE �. q > J zW� FOOTING PER MF08 ON °: `� .a a THIS SHEET BEYOND a d' W U) CONC. SLAB OR °° ° '+ 0. PAVERS PER PLAN PITCH ' . a q' a ° U) ° ' a ° a GRADE STRUCTURAL ENG --- MCD _.__...._.- ... - d. -- DRAFTING f* . •. < . —III— I d a ' .' —" Iz -STRU MB/DJ SEE FOUNDATION FOR PAD SIZE = °...a, ..... I I�' e a .: ° N . 4 ' I I ; _ _..._.CT: RC CHECK _T _.:_:._..---- AML CLEAN COMPACTED p° m.. ` . I . zC. �. r,,..'.. ° .aJOB No PSQ 2171953 FILL @ 95% STANDARD °° ° " SCALE: AS INDICATED DENSITY 1 1 — 1 1 1- - - _ ---- � � � DATE: 11/15/17' AR FOOTING @ ENTRY MASONRY COLUMN 1\,� 3/4"=11-011 S3 =SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ VIII l II'II !SII a I!II II ! i CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS -SHEAR WALL AT OPENING CORNER AS REQ'D INDICATED IN AL SHEAR WALL SEGMENT LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ` A 7— ° ° ' d ° °..: OLOLL�o[w ° ° ° d '. �' N = 4 U �I! ZBOTTOM STEEL IN LINTEL IF WWj CL INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 a _' e° ROUGH OPENING PER PLAN —' """ d `"� d TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR Q a �— STD. 90 DEGREE ANGLE 3000 psi ° I:. CONC, w/ (1) #5 DIA. REBAR BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. a rMDO4 TYPICAL MASONRY CONSTRUCTION GRADE 40 GRADE 60 ° ° LENGTH SEE PLAN FOR TOP OF WALL AND LINTEL INFO 8" x 8" x 16" CMU U. N.O. LENGTH LAP SPLICE _ -•� ° d p #5 REBAR AT TOP MIN. (1) REQ'D "All NO -SHEAR WALL AT OPENING 't D," TYPI AL SHEAR WALL SEGMENT "D" #3 d 41/4 LINTEL PER PLAN '`:e ° a 4. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) rMDO4 TYPICAL MASONRY CONSTRUCTION GRADE 40 GRADE 60 ° ° LENGTH SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH LAP SPLICE _ -•� ° d p #5 REBAR AT TOP MIN. (1) REQ'D "All NO -SHEAR WALL AT OPENING 't D," TYPI AL SHEAR WALL SEGMENT "D" #3 PLAN FOR FILLED CELL 41/4 LINTEL PER PLAN '`:e 15 a 4. 41/4 ti d ON EITHER SIDE OF REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) rMDO4 TYPICAL MASONRY CONSTRUCTION GRADE 40 GRADE 60 BAR SIZE SCALE: 3/4" _ T-0" LENGTH SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH LAP SPLICE _ -•� ° d p #5 REBAR AT TOP MIN. (1) REQ'D "All "B" ,"C" 't D," "All SEE DOWEL LAYOUT r� "D" #3 PLAN FOR FILLED CELL 41/4 LINTEL PER PLAN '`:e 15 INFO. MIN. (1) IS REQ'D 41/4 ti 18 ON EITHER SIDE OF 21/2 5 5/8 91/2 OPENING U.N.O. 3 TRANSOM OPENING 121/2 24 #5 — _ 7 (2) 2X8 SYP #2 P.T, WOOD HEADER WF01/SD3 33/4 TURNED SIDEWAYS. ATTACH (2) 2X8 151/2 FRAME INFILL AROUND ' a .';:. SYP #2 P.T. HEADER TO MASONRY . WINDOW BY BUILDER ` WALL W/ SIMPSON HU28-2 OR HUC28-2 81/16 SEE WF01/SD2 FOR a'° HANGER @ EA. END. USING (14) 1/4" 43/8 MORE INFO 161/2 DIA. X 2-3/4" TAPCONS OR EQUAL INTO 51/4 9 13/16 213/4 MASONRY & (6) 10d NAILS INTO 1 1- a -j HEADER. NAIL EACH PLY AND EACH ' U b) - M ADDITIONAL HEADER PLY W/ (2) -ROWS 10d NAILS STAGGERED @ 6" O.C. AND .+` � Q M MIN 2" FROM ENDS. aa �,,. ° REFER TO DESIGN PLANS FOR STRUCTURALENG MCD DRAFTING: REQUIRED IN -FILL FRAMING ° DOOR OR WINDOW OPENING MB/DJ DIMENSIONS AML MAX 4'-0" PSQ-2171953 SCALE: fi`­D�0LINTEL W/ TRANSOM DETAIL DATE: 11/15/17 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE _ -•� ° d p #5 REBAR AT TOP MIN. (1) REQ'D "All "B" ,"C" 't D," "All "B"11cof r� "D" #3 1/'71/8 41/4 7 15 2/1',/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 913/16 161/2 35 51/4 9 13/16 213/4 42 PROVIDE GLEAN OUT PENIN @ FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 12'-8" T-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE W LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL <( STANDARD LINTELS STANDARD LINTEL NOTES BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-1B/8F32-0B 1"_6"" 2231 3069/3069 6113/6113 8974/8974 10000 /10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. U- 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO w 314" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. zZ 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32"' HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD r 0 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 > 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS � 9'-2" 315 618/535 1533 / 1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W 11'-2"255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/297 1075/1045 1838/1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL Q 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1314" 0 328/0 1234/0 1779/0 2662/0 F- 141-011 -14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676 / 0 1. f c PRECAST LINTELS = 3500 PSI. ♦��r®1�Irl�so��e�®� 0 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. �� �� ,see% � ®� ujco 20'-0" 0 180/0 598/0 102410 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. �.®®'� O®®®� °� Q- Cor - 20' -8" 0 145/0 550/0 981/0 1376/0.. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE•®4' �� 2 Y 6CD 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 STRENGTH = 1900 PSI. 0 0% -J Z RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW = U ¢ m®� Q U CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510.®�� 21_411 1694/1694 3725/3280 5499/5421 ®® �� ¢ ®® • w D 2'_8" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE �® Z 31.0" 1230/1230 2769/2769 4085/4085 p� �®Aar P® ��� ¢ _j T-4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT / U- 414" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED R = RECESSED 5'-4" 664/572 1761/1761 2595/2595 QUANTITY OF #5 REBAR @ rr ll 6-4" 526/434 1539/1539 1329/2267 8RF6-0B/1T BOTTOM OF LINTEL CAVITY V 7'4" 480/322 1 1334/1334 1964/1552 8F16-1B/1T 8'-4" 415/235 1152/1152 1694/1552 B 8F8-0B/1T QUANTITY OF #5 REBAR AT TOP w of� P. ;k. �T I FOR HEADER DEPTHS DEEPER THAN 32" USE VALUES FOR 32" DEEP HEADER Q 8RF14-1B/1T NOMINAL HEIGHT a ,° '`� yft��, N 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH . U J 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. °O 8F16-1B/1T TYPE DESIGNATION 0 z O 8RF14-0B/1T a a O WALL LEGEND (D 8F16-0B/1T 1-1/2" CLEAR LU z O 8F20-1B/1T C� - LU �✓ ¢' e'. = 9'-4" T.O.M. = INTERIOR/EXTERIOR #5 REBAR AT TOP MIN. 1 REQ'D v9 = 10'-0" T.O.M. BEARING WALL (OR LINTEL O 8F20-0B/1T v � O O�� IF REFERENCED ON SHEET ¢ z ° C.M.U. Z •� Q = 11'-4" T.O.M. IFY HEIGHT W/ 8RF22-1B/1T bo - GROUT L S4). VER 0 ,� 0 z m 31-0" = HATCH INDICATES ARCHITECTURAL PLANS LO z #5 REBAR AT BOTTOM OF LINTEL O I I KNEEWALL, TOP @ 11'-4" U.N.O. 0 8F24 -16/1T C.0CAVITY ~ BOTTOM REINFORCING PROVIDED -' w O 8RF22-0B/1T 7.5/$ IN LINTEL (VARIES) .._ L 8F24-OB/1T 8" NOMINAL WIDTH LU 8RF30-1B/1T FILLED O t� Z O 8F32-1B/1T 1-1/2" CLEAR z 0 F- W-�W O 8RF30-0B/1T _j °. _ p p I_- E S J #5 REBAR AT TOP MIN. (1) REQ'D m OZ5 H z cn rn O 8F32-OB/1T a¢ C.M.U. C7 c Q O p ii _ O 8F38 -1 B/1 T m u- 0 -� n 0 I� cn _ c fV LO � Z 8F1 2 -1 B/OT z=�2Z o O 8F40 -1B/1T----�I` BOTTOM REINFORCING PROVIDED O< Q w Y O E 7-5/8" ACTUAL IN LINTEL (VARIES) Ow 8F28 -1B/1T 8" NOMINAL WIDTH L UQ O IX 8F40 -0B/1T UNFILLED ¢ Z o w M W O Vo 0 2 .... ` �. K MIN, Lo Uj ,,n 1-1/2" CLEAR a' 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. e " 1111-4 O11 9 ` 0 _ -•� ° d p #5 REBAR AT TOP MIN. (1) REQ'D °4" T.O.M. a' F- ° "" #3=2/2 LU _ ,. _ - #4 = 2 %' O © z w (D °° TOP KNOCK OUT/ LINTEL BLOCK r� #5 = 2 /2 cn O w a � 4 COURSE c=n -� #6 = 3 _ F-XW S „ . #5 REBAR AT BOTTOM MIN. (1) V m 0°e°#7 = 3 Y2' Do O OMIN.7, Q r. REQ'D 16'-0" W LU 16 GA. POWERS STEEL BOXED arj z 7-5/8" ACTUAL LINTEL ° Z 8" NOMINAL WIDTH o POWERS STEEL 11 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Q LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD 180 HOOK ADO'8 REBAR SPLICE DETAIL LINTEL P 3/4" = V_0" 1/8"=11-011 COPYRIGHT MCD 2015: 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. J -•.J 2 .... ` �. K MIN, 2. 0 =NOT RATED. a' 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. e " 1111-4 O11 9 ` 0 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR °4" T.O.M. a' F- ° "" #3=2/2 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o °.. a ,. _ - #4 = 2 %' O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. #5 = 2 /2 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. c=n -� #6 = 3 THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0°e°#7 = 3 Y2' Do O OMIN.7, CALCULATING THE MAXIMUM RESISTING MOMENT AND SMEAR AT D -AWAY FROM THE FACE OF 16'-0" SUPPORT. arj 8, FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. ° Z 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. o LL j 11 LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD 180 HOOK ADO'8 REBAR SPLICE DETAIL LINTEL P 3/4" = V_0" 1/8"=11-011 COPYRIGHT MCD 2015: 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. J -•.J 2 I-- W W z W c=n -� dam' r arj 0 ° Z J V10 LL j 11 Q � Z W C0 W W j OC� az°- 1 1- a -j a U b) - M 0 � Z � Q M aa �,,. .".... STRUCTURALENG MCD DRAFTING: -STRUCT: MB/DJ QC CHECK: AML JOB No. PSQ-2171953 SCALE: AS INDICATED DATE: 11/15/17 S4A WALL LEGEND W Q 0 0 = 9'-4" T.O.M. - - INTERIOR/EXTERIOR = 10'-0" T 0 M BEARING WALL (OR LINTEL IF REFERENCED ON SHEET 0 = 11'-4" T.O.M. S4). VERIFY HEIGHT W/ X O Igor = HATCH INDICATES ARCHITECTURAL PLANS U KNEEWALL, TOP @ 11'-4" U.N.O. _ U_ O WATERPROOFING BY BUILDER z O Z W O IVAI SEE PLAN ROOF SHEATHING, � L;. CL NAIL PER PLAN W LL SIS 1=�► W V 2x SYP#2 BLOCKING _ W W/ (3) 10d TOENAILS p EA. END. J wj L11 I w 1 E PRE-ENGINEERED = W min EXTERIOR SHEATHING ROOF TRUSS WITH (Y NAIL PER PLAN RAISED HEEL- SEE C/) FRAMING PLAN FOR J CRICKET PER ARCH PLANS SPACING a- i����lOBB�ir��®r a) r��� �r®®® W d BY BUILDER U ®®�®® W as ��®�Y � I� 2x SYP#2 BLOCKING W/ (3) Z z° ®2 0 ®g _j10d TOENAILS EA. END. ` = M _ u° � ar: z Q ¢ ®ez� ❑ W w o O 2x BRG WALL, SEE a PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN p SPACING. SEE PLAN FOR � O CONNECTION 0 o • l IGS OS1'4A SECTION @ DOUBLE BEARING Ili , W/ RAISED HEELS 3/a" = 1'-0" v¢ U �¢ 11 o o C�z cn E Q W � U O.C. ATTAC H EACH END TO TRUSSES W1 (3) 12d TOE-NAI� LS. Z N 6 z z 0 ATTAC H BLOCKING TO WALL 0_0 W BELOW W/ SIMPSON DTC CLIP W -C Z U') H = W ~ 0 0 W6 Q z zz ....., I•. M � Q0 C) n U)0 W J U- Om 0 U (D oZf.WZ��1'r' I - Z % .�.�.■ OZ Q N r c Z U J 0O QH W ❑Jc��❑>: Lli�<COOWN5 0 v IV" O p Q❑20Qv;✓ ZI-?:Mw o dIMIIMIR1Jli0llll11 O,<QzE wYO Q O W O Z O M LU 1 J Z O W F- W .." DO z W Z w SD1 cn F- 00 4 H ❑ ao O J 0Z U) . LU 11 a 2<W W R21; W = W I M10,^ vUJI W oc N� a �- y 4 Q F_ 0 4M Z W W_ WALL LEGEND W Q 0 0 = 9'-4" T.O.M. - - INTERIOR/EXTERIOR = 10'-0" T 0 M BEARING WALL (OR LINTEL STRUCT: MB / DJ QC CHECK: AML JOB No. PSQ-2171953 SCALE: AS INDICATED R F F RAM I N G PLAN DATE: 11/15/17 ao NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1i411=11-011 S5A COPYRIGHT MCD 2015: 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. IF REFERENCED ON SHEET 0 = 11'-4" T.O.M. S4). VERIFY HEIGHT W/ X O = HATCH INDICATES ARCHITECTURAL PLANS U KNEEWALL, TOP @ 11'-4" U.N.O. _ U_ O WATERPROOFING BY BUILDER z O Z W O SEE PLAN ROOF SHEATHING, � L;. CL NAIL PER PLAN W LL W V 2x SYP#2 BLOCKING _ W W/ (3) 10d TOENAILS p EA. END. J 1 PRE-ENGINEERED = W EXTERIOR SHEATHING ROOF TRUSS WITH (Y NAIL PER PLAN RAISED HEEL- SEE C/) FRAMING PLAN FOR J CRICKET PER ARCH PLANS SPACING a- i����lOBB�ir��®r a) r��� �r®®® W d BY BUILDER U ®®�®® W as ��®�Y � 2x SYP#2 BLOCKING W/ (3) Z z° ®2 0 ®g _j10d TOENAILS EA. END. ` = M _ u° � ar: z Q ¢ ®ez� ❑ W w o O 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN p SPACING. SEE PLAN FOR � O CONNECTION 0 o • l OS1'4A SECTION @ DOUBLE BEARING Ili 0 W/ RAISED HEELS 3/a" = 1'-0" v¢ U �¢ 11 o o C�z cn E Q W � U Z N 6 z z 0 U F_ 0_0 W W -C Z U') H = W ~ 0 0 W6 Q z zz ....., I•. M � Q0 C) n U)0 W J U- Om 0 U (D oZf.WZ��1'r' I - Z % .�.�.■ OZ Q N r c Z U J 0O QH W ❑Jc��❑>: Lli�<COOWN5 0 v O p Q❑20Qv;✓ ZI-?:Mw o O,<QzE wYO Q O W O Z O M LU 1 J Z O W F- W .." DO z W Z w SD1 cn F- 00 4 H ❑ ao O J 0Z U) . LU 11 a 2<W W W = W vUJI W oc N� a �- y 4 Q F_ 0 4M Z W W_ = H STRUCTURALENG: MCD DRAFTING: STRUCT: MB / DJ QC CHECK: AML JOB No. PSQ-2171953 SCALE: AS INDICATED R F F RAM I N G PLAN DATE: 11/15/17 ao NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1i411=11-011 S5A COPYRIGHT MCD 2015: 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COLUMN SCHEDULE CONNECTOR SCHEDULE <A> (2)2X4 SPF #2 BUILT UP STUD COLUMN HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING 1810 u 6 CV) (4)2X4 SPF #2 BUILT UP STUD COLUMN F -2] SPACING SPECIES TOP BOTTOM (P'f) (2)2X6 SPF #2 BUILT UP STUD COLUMN H2x6 (2)2x6 #2 SYP w1l" FLITCH PLATE 2 ATTACH KING STUD TO HEADER w/(6) H10A 1015 HIOA-2 1070 H10A 1340 H10A-2 1245 O (2)12d (2)12d NO MID -SPAN U_ 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT O111' H2x8 (2)2x8 #2 SYP w/1" FLITCH PLATE 2 ATTACH KING STUD TO HEADER w/(8) TO POST: SIMP. HTS20 OR LSTA18 W z SP4 W/(6) SP4 W1(6) 570 MID -SPAN FRAME TO FRAME 2490 16d NAILS (2)2x10 #2 SYP 1611 SPF 10d x 11 NAILS 2 10d x 12" NAILS PIf TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(10)10d H2x10 2)2x10 #2 SYP w12" FLITCH PLATE ATTACH KING STUD TO HEADER wl(10) H2.5A w/(10)8d FRAME TO FRAME 535 SP4 W/(6) SP4 W1(6) (3)2X4 SYP #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 LL W 16d NAILS BW3 16" SPF 10d x 12" NAILS 1 Od x 1 -t" NAILS 570 pIf Ird. PT. 3 1000 O(2)2X6 SYP #2 BUILT UP STUD COLUMN H2x12 '2)2x12 #2 SYP w/j" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) W Q 1 R8 MGT w/(22)1 Od 8"' EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O (2)2X8 SYP #2 BUILT UP STUD COLUMN B2x12 NO TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(I 0)1 Od 2 W 16d NAILS PLATE 1211 SPF (3)12d I TOENAILS (3) 12d TOENAILS UPLIFT MID -SPAN 0 OL 4x4 SYP #2 POST H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) (D <_ 0- C i cm, 1 %7 z (.) �- _" 00 z 0 W0<_j_Uj* F- W N M - Uj W HGT-2 w/(16)1 Od NAILS w/ (2) 2" EPDXY ANCHOR w/SIMP. 4 SET EPDXY MIN. 12it EMBEDMENT FRAME TO CMU 10980 8910 W V5 z z l- 3: 2 L�j cc <=)zuiz E 16d NAILS 6x6 SYP #2 POST 1211 SPF SP4 W/(6) SP4 W1(6) 760 pIf MID -SPAN UL LU = ¢�°gig°" F5 U) 10d x 11" NAILS 2 10d x 1" NAILS 2 1 FRAME TO CMU 1010 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) z i -z O7 12 LSTA18 w/(I 4)1 Od NAILS 16d NAILS 1110 1235 O SP4 W/(6) SP4 W/(6) 760 PIf ird. PT, ATTACH KING STUD TO HEADER w/(10) 'r U) 1211 SPF 10d x 11" NAILS 2 10d x 11" NAILS 2 2470 O H3.5x9.25 (2)1,75"x9.25" LVL 16d NAILS R14 LSTA18 w/(I 4)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf O 3-1/2"x7" LVL COLUMN. 00 16" SYP (3)12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 3-1/2"x9-1/2" LVL COLUMN. ATTACH KING STUD TO HEADER w/(12) H5.5x11.25 (3)1.75"x11.25" LVL 16d NAILS 0 E MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O 5-1/4"x5-1/4" LVL COLUMN.17 0 W Cn 9 LLF 1611 SYP SP4 W/(6) 10d x 11" NAILS SP4 W1(6) 1 Od x 12 NAILS 664 pIf MID -SPAN (3) 2x12 #2 SYP w/ I" FLITCH 2 ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS R18 LTT20B w/(10) 1 Od NAILS & EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT 2 2 1300 O 7"x7" LVL COLUMN. Uj W _j HEADER SUPPORT SCHEDULE 19 1611 SYP SP4 W1(6) SP4 W/(6) 664 pIf 1rd. PT. 3 R2O (3)HTS20 W/(24)1 Od x 11 NAILS 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 1 Od x 1 -1" NAILS 2 1 Od x 1 -1" NAILS 2 OR21 OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 12" SYP (2) 12d (2) 12d NO MID -SPAN MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 < STANDARD COLUMN NOTES TOENAILS TOENAILS UPLIFT V-0" TO 3'-11" 1 1 a Z R22 SIMPSON HGUS 5.50/10 W1 (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 110. 2g \AGT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. 1211 SYP SP4 W/(6) 1 Od x 12' NAILS SP4 Wt(6) 1 Od x 12" NAILS 2 885 pIf MID -SPAN 4'-0" TO 7'-11'" 2 2 8'-0" TO 9'-11" 2 3 -STRUCT: 1211 SYP SP4 W/(6) SP4 W/(6) 885 plf Ird. PT. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) 8 �" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 1 Od x 1 NAILS 1 Od x 1 NAILS STANDARD NAIL SCHEDULE 10'-0" TO 12'-0" 3 4 ;TANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS 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. 8d .131" x 21' 2 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 1 Od .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d.148" x 31" 4 1 FLOOR FRAMING NOTES 1611 SPF SP4 W/(6) I Od x 11" NAILS 2 SP4 W1(6) 10d x 1-t" NAILS 2 280 pif MID -SPAN STANDARD HEADER NOTES @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W1(6) SP4 W/(6) IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT 1211 SPF 10d x 11" NAILS 2 1 Od x 1 NAILS 2 380pif MID -SPAN APPROVAL FROM E.O.R. @ 24"o.c. 24"o.c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM FOR 2XI0 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W1 (3) 12d TOENAILS. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR -1 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 3 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7 . BASE PLATE TO BE ATTACHED TO FOOTING USING il'J-BOLTS OR EPDXY 2 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA, END OF BASE PLATE & WALL OPENINGS & 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W17" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. ROOF NOTES: 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW`7 OR BWI 0. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED WIHARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FORBEARING HEIGHTS, ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W1 ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. COLUMN. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P,T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON OTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCS1 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTE 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 ROOFS: TRUSSES 10, USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3'. O.C. SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES , COLUMN SCHEDULE CONNECTOR SCHEDULE <A> (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(Ib) O (3)2X4 SPF #2 BUILT UP STUD COLUMN1 F 1-1 HETA16 w/(9) 10dxI 1" NAILS OR 2 H ETA20 w/(9) 1 Od x 111' NAILS 2 FRAME TO CMU 1810 1810 u 6 CV) (4)2X4 SPF #2 BUILT UP STUD COLUMN F -2] (2)HETA16 OR (2)HETA20 (1)ply TRUSS (1 0)10d x 1 -1" NAILS 2 (2)ply TRUSS (12) 16d x 12" NAILS 2 FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 <8> (2)2X6 SPF #2 BUILT UP STUD COLUMN R3 H10A w/(l 8)1 Od x 1 -11'NAILS OR 2 (2)ply TRUSS H 1 OA -2 w/(l 8) 1 Od x 1 It' NAILS 2 FRAME TO FRAME H10A 1015 HIOA-2 1070 H10A 1340 H10A-2 1245 O (3)2X6 SPF #2 BUILT UP STUD COLUMN 0 Q O U_ ci z a 0 > R4 HTS20 w/(24)1 Od x NAILS (AT EXT LOCATIONS INCLUDE 2 (3)12d TOENAILS) FRAME TO FRAME 1245 1450 O111' (2)2X8 SPF #2 BUILT UP STUD COLUMN Uj w a TO POST: SIMP. HTS20 OR LSTA18 W z LU to (2) HTS20 w/(24)1 Od x 11" NAILS (2 (AT EXT LOCATIONS INCLUDE 3)12d TOENAILS) FRAME TO FRAME 2490 2900 (2)2x10 #2 SYP (3)2X8 SPF #2 BUILT UP STUD COLUMN Fn 0 B2xI 0 WITH 1/2" FLITCH TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(10)10d 50; i= R6 H2.5A w/(10)8d FRAME TO FRAME 535 600 <8> (3)2X4 SYP #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 LL W O0 W Uj R7 MTS 12 w/(14)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 O(2)2X6 SYP #2 BUILT UP STUD COLUMN TO POST: SIMP. HTS20ORLSTA180 W Q TO BEAM: SIMP. HUC410 w/(18)16d & R8 MGT w/(22)1 Od 8"' EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O (2)2X8 SYP #2 BUILT UP STUD COLUMN B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(I 0)1 Od 2 W C) PLATE R9 HTT4 w/(18)16d x 2-1 E " NAILS & " EPDXY ANCHOR w/SIMP. 2 8 SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 z 0 OL 4x4 SYP #2 POST z z (D <_ 0- C i cm, 1 %7 z (.) �- _" 00 z 0 W0<_j_Uj* F- W N M - Uj W HGT-2 w/(16)1 Od NAILS w/ (2) 2" EPDXY ANCHOR w/SIMP. 4 SET EPDXY MIN. 12it EMBEDMENT FRAME TO CMU 10980 8910 W V5 z z l- 3: 2 L�j cc <=)zuiz E O 6x6 SYP #2 POST 06 00�<W20 0 z UL LU = ¢�°gig°" F5 U) 11 HTSM1 6 w/(8)1 Od NAILS & (4) 1"x 21" TAPCONS FRAME TO CMU 1010 1175 z 0 LU CV) O 8x8 SYP #2 POST z i -z O7 12 LSTA18 w/(I 4)1 Od NAILS HEADER TO STUDS 1110 1235 O 3 -1/2"x3-1/2" LVL COLUMN. 0 Wz F<- 'r U) R13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 O 3-1/2"x5-1/4" LVL COLUMN. U) X R14 LSTA18 w/(I 4)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf O 3-1/2"x7" LVL COLUMN. 00 Efl LSTA24 w/(18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 3-1/2"x9-1/2" LVL COLUMN. W 0 E MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O 5-1/4"x5-1/4" LVL COLUMN.17 0 W Cn 9 LLF MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4746 OV 5-1/4"x7" LVL COLUMN. LLJ ll.. 2< > W R18 LTT20B w/(10) 1 Od NAILS & EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 O 7"x7" LVL COLUMN. Uj W _j w 19 HTT4 w/(18) 16d x 2?'NAILS w/-,t,�' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE (18) #10x1-1/2" SO SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 OY 31/2" X 11 7/8" LVL COLUMN R2O (3)HTS20 W/(24)1 Od x 11 NAILS 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 0. OR21 51/4'. X 9 1/2" LVL COLUMN U) MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 < STANDARD COLUMN NOTES U) X I'_ z Uj LLJ ---) 0 " Man a Z R22 SIMPSON HGUS 5.50/10 W1 (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 110. 2g \AGT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. MCD NVERTED HUD5 TO POST W/ (14) 1/4" x 2 1/2" SOS SCREWS DRAFTING: 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP -STRUCT: SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & "' EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDw/(12)16d NAILS & t'EPDXY ANCHOR WMIN. MENT 6x6: ABU66 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) 8 �" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 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 STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. ;TANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS 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. 8d .131" x 21' 2 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 1 Od .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d.148" x 31" 4 1 FLOOR FRAMING NOTES 16d.162" x 31' 2 GENERAL NOTES 8d RING SHANK .113" x 22' 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS, 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. NAILING NOTE CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. S 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5, ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. FLOOR SHEATHING NOTES MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" INFIELD. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS ON MASONRY: (2) SIMP, MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1. (2)1.75"xl 1.25" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od 25 NAILS & (18)1"x2"' TAPCONS 4 4 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xI 1. (2)1.75"xl 1.875" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od 875 NAILS & (18)4'x24"-1 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP.HUC410w/(18)16d& (10) 1 Od NAILS B3.5x16 (2)1.75"xI6"LVL TO MASONRY: SIMP. HU41 0 OR HUC410 w/(10)1 Od NAILS & (18)4'x24" "'x22" TAPCO NS 4 ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (3) 1.75"x16" LVL . U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x2O (2) 1.75"x20" LVL " U,N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SOS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 1211 O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 0) Cf) 00 V �e Uj 0 V" S -j z CD 0 5< TO POST: SIMP. HTS20 OR MSTA18 JOB No . PSQ-2171953 ­­­-----_-__­___--__- -_ co luj j _j ic 00 - P - cc* < _ j TO BEAM: SIMP. HUC48w/(14)16d&(6)-I0d NAILS LU 0 " - au N (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 0 u 6 CV) B2x8 WITH 1/2" FLITCH w/(6)10d NAILS& (14).111X2�f 31t j U - f �� 04 PLATE PLATE TAPCONS W U_ 0 U ON MASONRY: (1) SIMP. MSTAM24 0 Q O U_ ci z a 0 > Z) F- W z 0 0 Uj w a TO POST: SIMP. HTS20 OR LSTA18 W z LU to TO BEAM: SIMP. HUC410 w/(18)16d & 0 Z (2)2x10 #2 SYP (10) 1 Od NAILS Fn 0 B2xI 0 WITH 1/2" FLITCH TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(10)10d 50; i= PLATE NAILS & (18) "'x22" TAPCONS 4 4 12- ON MASONRY: (1) SIMP. MSTAM24 LL W O0 W Uj o LLJ ry W Uj F-0 0 TO POST: SIMP. HTS20ORLSTA180 W Q TO BEAM: SIMP. HUC410 w/(18)16d & LU (D (2)2x12 #2 SYP (10) 1 Od NAILS > B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(I 0)1 Od 2 W C) PLATE NAILS & (18)4"x24" "2TAPCONS LL ON MASONRY: (2) SIMP, MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1. (2)1.75"xl 1.25" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od 25 NAILS & (18)1"x2"' TAPCONS 4 4 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xI 1. (2)1.75"xl 1.875" LVL TO MASONRY: SIMP. HU41 0 OR HUC41 0 w/(l 0)1 Od 875 NAILS & (18)4'x24"-1 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP.HUC410w/(18)16d& (10) 1 Od NAILS B3.5x16 (2)1.75"xI6"LVL TO MASONRY: SIMP. HU41 0 OR HUC410 w/(10)1 Od NAILS & (18)4'x24" "'x22" TAPCO NS 4 ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (3) 1.75"x16" LVL . U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x2O (2) 1.75"x20" LVL " U,N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SOS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 1211 O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 0) Cf) 00 V �e Uj 0 V" S -j z CD U) O 0 5< JOB No . PSQ-2171953 ­­­-----_-__­___--__- -_ co luj j _j ic 00 - P - cc* < _ j CD LU 0 " - au N L0 CL z u 6 CV) d < X f �� 04 DATE: 11 /15/17 U_ U_ 0 U U) O NOTES JOB No . PSQ-2171953 ­­­-----_-__­___--__- -_ 1 SCALE: AS INDICATED 0 N N L0 0 © u 6 CV) d Q f �� 04 DATE: 11 /15/17 Ui U 0 Q O ci z a 0 > Z) F- W z 0 Uj w a z 0 0 LU to Z 00 z C*04 0-z z 0 O0 W LLJ ry Uj F-0 0 0 Q LU (D z 0 - z Z < 0 u c) (j) 0 t- C) WW0 w LU E Om 0 z 0 z=)(D� 06 �uj Z to 'r! (3) z z (D <_ 0- C i cm, 1 %7 z (.) �- _" 00 z 0 W0<_j_Uj* F- W N M - Uj W _j (DER 0 >: 01-cM :)<00WV M 0 1 0 < 0 CL W V5 z z l- 3: 2 L�j cc <=)zuiz E 06 00�<W20 0 z UL LU = ¢�°gig°" F5 U) LL W L0 < 0 WW z 0 LU CV) O z i -z O7 r W z 0 Wz F<- 'r U) U) X F- 00 0 W 0 0 z z _j 0 W Cn 9 LLF 11 Uj 0 LLJ ll.. 2< > W Ln 0 > Uj W _j w W W z 0. U) < 0 U) X I'_ z Uj LLJ ---) 0 " Man a Z W Uj 110. STRUCTURAL ..... ..... ENG: MCD DRAFTING: -STRUCT: MB / DJ QC CHECK: AML S501 COPYRIGHT MCD 2015: 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, NOTES JOB No . PSQ-2171953 ­­­-----_-__­___--__- -_ SCALE: AS INDICATED CO N N EC TO R LEGEND DATE: 11 /15/17 S501 COPYRIGHT MCD 2015: 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, SHEATHING PER PLAN STRUCTURALOF OPENING SHEATHING PER PLAN SHEATHING H10A U.N.O. H10A U.N.O. •. :.r • PROVIDE STANDARD -- 2x6x12 P.T. CENTER H10A U.N.O. ,... r• �- .r .r; -' — HOOK I BUCK O .. d: J ,. w 1/2" J -BOLT w/ 5-1/2° LL O LOCK UJ EMBED.CENTERED EDGE AS REQ'D OUT T LOCK > FRAME OUT FRAME O B a ,1 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE • ATTACHED w/ (1) 1/4"x EDGE AS REQ'D O (1) #5 IN TIE BEAM 2-3/4" TAPCONS @ 24"' (1) #5 BAR IN PRECAST O.C. AMX. & 4" FROM I 1/2" J -BOLT I O Z LINTEL (2) 2x TOP PLATE co O ENDS I OR EPDXY ANCHOR @ A.- (2) #5's VERTICAL IN I 32" O.C. & 6" FROM (2) 2x #2 SYP SEE PLAN > ".;.�., GARAGE WALL (2) 2x PLATE (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY 11 U) GROUT FILLED CELL (2) 2x TOP PLATE I EACH END W/ 2 x 2 x s IF OPENING PROVIDED W BEYOND I I FOR BEAM SIZE SQUARE WASHER i W W/MIN. 7" EMBED. PER PLAN) w U j Z 2x6 P.T. BUCK EACH MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I I MIN. 2x4 SPF #2 KNEE 2 W g I WALL WITH STUDS @ Al . it :. ENTIRE COLUMN TO a m SIDE OF OPENING WALL WITH STUDS @ I 2x PT BOTTOM WALL w/ STUDS 16" p w BE GROUT FILLED W 5 1/2 DIA. J -BOLT W/ 16" O.C. W/ I (2) 2x #2 SYP SEE PLAN 16" O.C. W/ PLATE � � v O .STRUCTURAL O.C. w/ STRUCTURAL STRUCTURAL FOR BEAM SIZE SHEATHING FROM Q U.N.O. w 5-1/2" EMBED. AT EA. SHEATHING ON BOTH (1) #5 VERTICAL IN (9 SHEATHING ON BOTH I TOP OF WALL TO _ W Q DOOR BRACKET, EA. SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR BOTTOM OF WALL. ~ p! GROUT FILLED CELL (IF � SIDE OF DOOR. I KNOCK OUT COURSE REQ'D PER PLAN) oo (�� WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I ATTACHED PER - PROVIDE 2"x2" BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER77 m > WASHER W/ EA. I NAILING SCHEDULE NAILING SCHEDULE _ M .V NOTE: SEE MD ON m ANCHOR. (1st BOLT TO NAILING SCHEDULE l OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND SP1 CLIPS d LINTEL PLAN FOR ¢ BE $" MAX. ABV. CURB, AT TOP AND SP1 CLIPS BUILDER FRAME �mr►���ll���® a �.. AT BASE ARE REQ'D O °_ �a�� �°�` ao ADDIT'L REBAR INFO REST EQ. SPACED AT BASE ARE RADIUS AS REQ'D UO.4 �4��Ci®•® �•®��%�,®�� Z ^24 O.C.) REQUIRED Q ��`� �• n'J* �• �.® •. M f® fiDO'�VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL fiFO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL W w sW s Q Z®> �.•� 1/2"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 3/4"=1'-0" LL O U) r l O U O PRE-ENG.TRUSS PER © �Cl�� M PLAN, 24" O.C. MAX CL 4. lye N r-- ROOFING MATERIAL (2) 2x TOP PLATE W/ U �3J C) u.i T_ P.T. BUCK FASTENER SCHEDULE PER ARCHS SIZE TAPCONS SPACING # ROWS 1x4 (3) 1,2d END NAILS TO LAST STUD 12" O.C. 1 1x6 3/16" x 2 1/4" SEE FRAMING PLAN NOTE: THIS DETAIL APPLIES TO THE 3/16" x 2 1/4" '`•" 2 PRE -CAST LINTEL PER LOCATION PER PLAN FOR CONNECTION U H FOLLOWING CONDITIONS: 3/16" x 3 1/4" ° d PLAN 3/16" x 3 1/4" INFO REFER TO PLAN FOR ADDITIONAL A 2x8 3/16" x 3 1/4" 12" O.C. TYPICAL TIE BEAM w/ 3000 _j w SEE ELEVATION (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU ° psi CONC. w/(1) #5 REBAR CONT. STD HOOK OPENING VERIFY w/ PLAN FOR REQ'D TOP OF MASONRY 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE w = (3) INTERIOR LOAD BEARING FRAME WALL TO 4 r° WATERPROOFING BY SEE ARCH PLANS FOR MASONRY WALL PER CMU WALL H "n 2x PT STUD OR ALTERNATE 1x PT BUILDER/ OTHERS OVERHANG INFO GROUT SOLID BLOCKING AS SPECIFIED a' FURRING TO CMU W/ 2x FRAMING PER 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR O °4 ' PLAN WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF U H 2x4 3/16" x 3 1/4" 12" O.C. 1 x6 3/16" x 3 1/4" " REFER TO PLAN FOR ADDITIONAL A 2x8 3/16" x 3 1/4" 12" O.C. 2 M a U _ F-�-i O G A U W D © , cn y9 O o z N 1�—I OZ OPENING SIZE AND NOTES: Q O m TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF U H RE. ELEV. REFER TO PLAN FOR ADDITIONAL A psi CONC. w/(1) #5 REBAR VERT. (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE _j w FOR O.H. TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION VERIFY w/ PLAN FOR REQ'D 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE w = W/ (1) #5 CONT. LOCATIONS MASONRY WALL PER OF BUCK. H "n GROUT SOLID BLOCKING AS SPECIFIED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR O IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO 3: STRUCTURE BY OTHERS IN THIS CASE. U .; CMU WALL AS REQ'D PER PLAN P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO U Z U w ° d . 11'J -BOLTS OR 2" THREADED ROD, . I" SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS Q ❑ ♦^ V J r- M tz fA WINDOW PER > ,� F WALL WALL 6 FROM EA. END 0 (4) EQ. SPACED 2' TITEN HD ANCHORS w/ STAGGERED @ 12" O.C. AND 6" FROM ENDS @.EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. � ❑ _ 0 m -j rn W w Z ti E FLOOR PLAN OPENINGS & AT 32"o.c. MAX. (6" MIN. „ J a MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME U CO ? otS w 8 EMBED.) w/ 2x2 SQ. WASHERS f BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Q p N 0) NOTE: 2" MASONRY NAILS t BLOCK. MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. Z � Z U P J .� PRECAST CONC. OR (HAND OR POWER DRIVEN) OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID - W 1= ' N m w -- a POWERS STEEL SILL @ 16"o.c. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO FROM TOP AND BOTTOM AND 12" O.C. GROUTED CMU. 0 _j < 0 W Q U �<CpOWrr ¢ TYP. @ ALL WINDOWS NOT CARRY UPLIFT BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS O a W ❑ s O Z Z I- 3: 2 W o t .a EXT FINISH PER PLAN BEARING/ SHEARWALL CONNECTION TO CMU ADO�BE — PT BASE PLATE fiDO 2x BUCK DETAIL U J O w a w Y o V�p��IL t' 3/4"=1'-0" '-0" © w F L O O W W W o O U t MAIN FLOOR Z � ELEV 0'-0" F'.. 1 � 1 CONC. SLAB- ' 'd +' •. � VERT REINF. BEYOND w I-- LU LLI SEE FOUNDATION _ ~ W PLAN FOR MORE INFO 11— z 1: I-� SEE FOUNDATION --- --� DETAILS FOR FTG INFO �- - �- MASONRY WALL PER PLAN PRE-ENGINEERED 12 TRUSSES PER PLAN @ (TYP) SEE ELEV. SEE PLAN SHEATHING, NAIL PER PLAN BUILT-UP COL. H (2) 2x 3 dam' 24" O. C. MAX. DOUBLE 2x TOP PLATE DOUBLE TOP PLATE SO TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE Q O 0 CLOSURE WALL w/ @ EACH STUD 12d NAILS @ EACH END Z J 3/4"=1'-0" SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS1 V5 Vi 0 LLI 11 EXT: SHEATHING TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ BEAM PER PLAN PT POST PER PLAN ATTACHED PER I I 24" O.C. & EXT. ROOF TRUSS - SEE (22) 10d NAILS (ALL z ❑ cn 2 Q W EXT, SCHEDULE. I SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS � O > W .NAILING FROM TOP OF I I I PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w _ W (j)w LAP BEAM PLYS AND KNEEWALL TO BOTTOM I SEE PLAN FOR NAIL PER PLAN TALLER STUD) cn _ •-- W W W � NAIL AS SHOWN 5 10d (} OR SP2 CLIPS A7 TOP CONNECTION U � NAILS PER PLY EXT. BEAM PER PLAN AND SP1 CLIPS AT 2x BRG WALL, SEE � Q Z 1 BASE ARE REQ'D. CRICKET AS REQUIRED PLAN FOR STUD SIZE & SEE FLOOR PLAN FOR ~ � F•- = Q CJ I < HTS20 CLIP FROM 2x BLOCKING SPACING. MIN {2) 2x MORE BRG. WALL INFO W (1) Q POST TO BEAM MIN 2x4 STUDS 16" UNDER GIRDER TRUSS P „� PLAN VIEW @ TOP OF POST .@ O/C MAIN SPAN ROOF U.N.O. LIJO Z PT POST PER PLAN 2x P.T. PLATE TRUSS 2x BLOCKING p ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY SIMPSON LSTA24 EACH (2) 2x TOP PLATE UJ 11 CL � PLAN ANCHOR @ 32" O.C. & 6" ° '--�� STUD ATTACH 2x TO 5/8" THREADED ROD w/ FROM EA. END W/ 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) STRUCTURAL ENG: MCD DRAFTING: ._. - -- - • c• NUT SET IN ADHESIVE WASHER, CENTER ON - META16 U.N.O. PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS BASE PLATE SPACING. MIN (2) 2x STAGGERED @ 8" O.C. DJ SEE FOUNDATION TOP KNOCK OUT MASONRY WALL PER UNDER GIRDER TRUSS SEE PLAN FOR AML PLAN FOR ADDITIONAL COURSE W/ 1 #5 O PLAN U.N.O. CONNECTION QC CHECK: _ JOB 53 a INFO CONT. .9 fiF1 KNEEWALL ABOVE MASONRY WALL fiFlkSECTION @ DOUBLE BEARING fiF1'kSTEP @ BEARING FRAME WALL E: AS INDICATED TE SCALE: AS INDICATED SIDE VIEW @ BASE OF POST 1. DATE: 11/15/17 1,.=1'-0° 3/4"=1'-0" rCDO CORNER COLUMN FRAMING 3/4"=1'-0"SD1 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. MCD contained in this document COPYRIGHT 2015: The information SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE (2) 10d NAIL (2) 10d NAILS TRANSITION FROM @ EA. BOT- @ EA. BOTTOM BEAM TO GABLE CHORD CHORD TRUSS N 1z BEAM PER PLAN 2x4 BLOCK; 2x4 BLOCKS.---/ REFER T01 REFER TO GE02 SIMPSON H10A SIMPSON F DIAGONAL TO BEAM DIAGONAL PLATE BEAM CONNECTION I'' lIkll l.,ll,111 SII lfl 11ILII II _ SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTINC WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF BRACING IS TO BE TRUSS WITH (3) 12d TOENAILS. O.H. SIZE SHEATHING TO BLOCKS 1N/ Sd NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 10 SYP#2 OR BETTER (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D COCO CLIP. MAX 2'-0" O.H. CONT 2x4 (5) 16d NAILS BRACE - TO BLOCKING 11 (4) 16d NAILS BRACE TO BLOCKING 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG, AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. 11 /'/ GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE NAIL GABLE END --- FOR ADDITIONAL INFO AS, REQ'D STRONGBACK W/ (1) 2x4 BRACE BOTTOM CHORD TO STRONGBACK W/ (2) 2x4 BRACE - REDUCED DOWN TO C PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO HORIZONTAL BLOCK AT 12" O.C. BRACE TO PLATE TRUSS BOT. CHORD (6) 8d NAILS (MAX. a 3 1/4" HOLD 1/2" J -BOLTS w/ VERTICAL GAP PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 2x4 BLOCKS. NON -LOAD BEARING CLG. NAILING SURFACE EMBED) MIN. 6" FROM REFER TO GE02 BELOW BOTTOM OF (2) 10d NAILS @ EA. 40 EACH END AND 32" O.C. MAX. (2) 10d NAILS @ EA. w w BOTTOM CHORD o BOTTOM CHORD LOCATIONS CARRYING izo Z) 22 W 2x4 SYP #2 BRACING @ 24" O.C. U. 2x4 BLOCKS. 4 co U m FOR FALSE BM ATTACHMENT w/ REFER TO GE02 0 (3) 10d TOENAILS EA. END I - '� 0 _2x TOP PLATE TO GABLE END W/ �- H PROVIDE 16d NAILS m SIMPSON A35 CLIPS @ 16d NAILS @ 6" O.C. GABLE END TRUSS TO PLT.@12" O.C. MAX. 24" O,C. FRAMING FOR FALSE BEAM, IF REQ'D Z TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE CMU WALL OR LINTEL #5 CONT. 2x4 STUDS @ 24" O.C. w/ SINGLE 00 FALSE SM PER PLAN BELOW BASE &TOP PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING WLL CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'k** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTINC WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF BRACING IS TO BE TRUSS WITH (3) 12d TOENAILS. O.H. SIZE SHEATHING TO BLOCKS 1N/ Sd NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 10 SYP#2 OR BETTER (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D COCO CLIP. MAX 2'-0" O.H. CONT 2x4 (5) 16d NAILS BRACE - TO BLOCKING 11 (4) 16d NAILS BRACE TO BLOCKING 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG, AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. 11 /'/ GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H'A 7'-01" (1) 2x4 BRACE 7'-0" < H!6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HA18'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS -- 2x4 BRACE IF REQ'D ROOF SHEATHING PER TYP. NON -LOAD SEE CHART. - PLAN ATTACH PER BEARING WALL PER —10d COMMON NAILS (1) A23 FROM — @ 6" O.C. STRONGBACK TO LOADS SUCH AS DIAGONAL ---- GABLE VERTICAL _ SPACING TO BE 2ND 2x4 BRACE IF x REQ'D, SEE CHART - REDUCED DOWN TO C 16" O.C. MAX. @ A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=11-011 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 10d COMMON NAILS @ 8" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD END. REDUCE - ---��- = - PLAN ATTACH PER BEARING WALL PER SPACING TO 24" O.C. NAILING SCHEDULE --�" — PLAN. STUDS @ 24" @ WALLS CARRYING ----- LOADS SUCH AS O.C. MAX. STUD CABINETS OR HEAVY _ SPACING TO BE SHELVING ...-- - REDUCED DOWN TO .. 16" O.C. MAX. @ SIMPSON DTC @ EACH LOCATIONS CARRYING HORIZONTAL BLOCK LOADS SUCH AS LOCATION. ATTACH W/ CABINETS OR HEAVY (6) 8d NAILS (MAX. a SHELVING. VERTICAL GAP BETWEEN 12" LONG HOLD TOP OF BLOCK & TRUSS NON -LOAD BEARING BOTTOM CHORD/ , - WALL DOWN 1-1" TRUSS BLOCKING.) BELOW BOTTOM OF 2x BLOCKING x 12" TRUSS BOTTOM LONG @ HORIZONTAL - CHORD, BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN, (4) 8d NAILS. SINGLE 2x TOP PLATE I PARALLEL TRUSS gF§� NON-BEARING WALL 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART i A A GABLE END SHEATHING FASTEN PER PLAN. TRUSSES AT 24" U. SIMPSON DTC @ 48" O.C. ATTACH W/ (6) f NAILS (MAX. 4' VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) REDUCE DTC SPACI TO 24" O.C. FOR WALLS CARRYING LOADS SUCH AS CABINETS OR HEAV SHELVING 2x BLOCKING 12" LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WF SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLAN L_ F tKI-'tNUIL;UL.AK I KU55 rr_m r=Aur—M bUNLU. 1 mr-114 ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. 3� TYPICAL HEADER DETAIL LEDGER L- LOW ROOF 2x #2 SPF CRIPPLES AT `i' 16" O.C. W/ SP4 AT TOP ~ AND SP1 AT BASE Q D LSTA30 HEADER TO O STUDS U.N.O. U_ w (2) ROWS 12d NAILS = STAGGERED @ 12" O O.C. EA. FACE OR (3) 0 ROWS 12d NAILS STAGGERED @ 12" O Z O.C. FOR 2X10 OR N 0 GREATER HEADER a w U F=- � O � Q � 2X STUDS TYP: uJ ATTACH JAMB STUDS PER WF08/SD3CLUj W BASEPLATE TO BE �����uG�����dda�m I ATTACHED TO FTG O X41 �0��r� a C USING 1/2" 0 J -BOLTS o ����,®®® .�®®���®®®® ®`�/fi d�p� Y o OR EPDXY ANCHOR @ Z -®®®t`1 Z 6" FROM EA. END OF Q ®Z� LL BASE PLATE & WALL C6 w .J -� OPENINGS & 32" O.C. U ° Q W/ 7" MIN EMBED. & 2" a y ® WASHER. AT SLAB d ®®�� a®eee®e STEP DOWNS, EMBED. U ®io® P�®� ®®®0 m.,, MUST BE 7" BELOW w STEP O P.T BASE PLATE z U O cn CO SP4 @ BASE OF EA. STUD U.N.O. SEE UjJ BEARING WALL ? 6 0 SCHEDULE FOR MORE INFO. _ w OU o 0 Of z U) o 0(D U 1/2"=1'-0" (b tiq T O N ►—j Z 0 ROOF SHEATHING, O FASTEN PER PLAN Q p U F-- Op W W s 1:4- F- U) 2 w F- o 2x4 #2 SYP CONT. w/ (2) � aZ 16d COMMON NAILS U Z 0 r �, EA. STUD OR TRUSS Z25 U5 V MEMBER, TYP. (MAX. 0- W J rn w 24" O.C.). IF MASONRY, p m 0 (/j 0h r_ E USE (2) 1/4" TAPCONS U ob UJZ N w/ MIN. 2" EMBED. @ < C7 Q O p cn c 24" O.C, Z Zp��_j W �'�M ° �cRa TRUSS PER PLAN O cop = p < D ZZF-3:2w o g ...J OjxQw�O O < U�u-wd= Z p��a WOOD/MASONRY QI- M WALL OR TRUSS, SEE O Z w PLAN (TRUSS SHOWN) o J W 0 V Z z 3: W 1-1/2"=1'-0" = W (DZ "r H U 00 F- a Q 0 Z Z --� F5 U) Q 111 TYP. NON -LOAD w 0 W 2 BEARING WALL PER 'Q PLAN. STUDS @ 24" w 0W Lu O.C. MAX. STUD pG Lu SPACING TO BE W W W REDUCED DOWN TO U ., 0. 16" O.C. MAX. @ Q Z LOCATIONS CARRYING Q 22 � LOADS SUCH AS F— CY J < CABINETS OR HEAVY W '� 0 SHELVING. H © 0 Z WLL 0. r� HOLD TDP OF N NON -LOAD BEARINGSTRUCTURAL ENG: MCD DRAFTING: WALL DOWN 1-Z' BELOW BOTTOM OF TRUSS BOTTOM -STRUCT: MB / DJ QC CHECK: AML CHORD. JOB No. PSQ-2171953 SCALE: AS INDICATED 1 /2"=1'-0" DATE: 11/15/17 SD2 3 & 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. 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS Cc EA.DIAG. AS SHOWN FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG.w/ 16d NAILS. "THING PER rL^114 E O.H. IS > T -O", END GABLE w/ JOKERS @ 24" 0 RUN BACK TO DMMON TRUSS (3) 12d TOENAILS, ECT TO DROP WITH H2.5 CLIP. _0" O.H. . 2x4 @ 24" O.C. :END THING FASTEN 'LAN E AS REQ'D )ON H 1 OA DIAG. ,OCKING GABLE BRACING @48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN W Li L SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS WALL PER PLAN CONNECTION 1UN (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** (6_EO GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ ,9kARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE ,gkARCH PER ELEV 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES, ALL DIMENSION TO BE HELD WITHIN 1/4" 1 Od x 3" COMMON 1" 1 1/2" EDGE EDGE 14 - 2 1/2" Z z Uj W 1 1/2" z Q4 04 04 C14 04 10d x 3" COMM( 10d x 3" COMMON OPP. (D 0 SIDE z 0 < U 0. 00 U) 010 10d x 3" COMM( OPP. SIDE (2) 2x4's (2) 24's (2) 2x8's (2) 2x COLUMN "FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 1-1/2"=1'-0" 00 a EDGE DISTANCE P Ef/ INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN SP4 DOUBLE TOP PLATE TO EACH CRIPPLE STUD (2) ROWS 12d NAILS STAGGERED @ 12: O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER O2x STUDS @ 16" O.C. FOR KNEE WALL F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F 01" 90,q�& 01" 90 ROOF SHEATHING, ROOF SHEATHING FOR STRAP ROOF SHEATHING, eirz �Vz I& FASTEN PER PLAN 7"0 0 "P,)� PO PO jP 0 IP 0 FASTEN PER PLAN CONT. ROOF SHEATHING NAIL PER PLAN ry RASOF O/Y OVII D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN 2x4 FRAMING @ 24" O.C. MAX. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 2x4 FRAMING @ 24 BELOW AND CONNECT w/ HTS20 @ 32" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 2x SCAB w/ 10d NAILS PROVIDE (4)104 x3" NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW NAILS AT JOINT PLAN CONT. 2x4 BLOCKING AROUND CURVE. MIN. @ 4" O.C. 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA, END PER -ENG TRUSSES NAILS AT JOINT 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET fiFO ARCH WINDOW FRAMING DETAILS 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ ,9kARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE ,gkARCH PER ELEV 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES, ALL DIMENSION TO BE HELD WITHIN 1/4" 1 Od x 3" COMMON 1" 1 1/2" EDGE EDGE 14 - 2 1/2" Z z Uj W 1 1/2" z Q4 04 04 C14 04 10d x 3" COMM( 10d x 3" COMMON OPP. (D 0 SIDE z 0 < U 0. 00 U) 010 10d x 3" COMM( OPP. SIDE (2) 2x4's (2) 24's (2) 2x8's (2) 2x COLUMN "FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 1-1/2"=1'-0" 00 a EDGE DISTANCE P Ef/ INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN SP4 DOUBLE TOP PLATE TO EACH CRIPPLE STUD (2) ROWS 12d NAILS STAGGERED @ 12: O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER O2x STUDS @ 16" O.C. FOR KNEE WALL F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F 01" 90,q�& 01" 90 ROOF SHEATHING, ROOF SHEATHING FOR STRAP ROOF SHEATHING, eirz �Vz I& FASTEN PER PLAN 7"0 0 "P,)� PO PO jP 0 IP 0 FASTEN PER PLAN CONT. ROOF SHEATHING NAIL PER PLAN ry RASOF O/Y OVII D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN 2x4 FRAMING @ 24" O.C. MAX. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 2x4 FRAMING @ 24 BELOW AND CONNECT w/ HTS20 @ 32" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 2x SCAB w/ 10d NAILS PROVIDE (4)104 x3" NAILS AT JOINT PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW @ 4" O.C. PER -ENG TRUSSES NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS @ 4" O.C. H A J F 2x PLATES OVER ROOF DECK PER VALLEY H O K TRUSS CONNECTION PER -ENG TRUSSES 2x6 SUB FASCIA �. `�`� FRAMING DETAIL '` PER PLAN 2x6 SUB FASCIA PER PLAN DOUBLE TOP PLATE B CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER N\ C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d RAFTER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. O.C. PLAN E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E SEE ELEV. FOR SEE ELEV. FOR STRUCTURAL SHEATHING PER PLAN AND ROOF O.H. SIZE O.H. SIZE FINISH PER ARCHSFIN CONDITION a CMU WALL CONDITION FRAME WALL MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G ORAFTERS HEADER HEADER w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED 6F1'TYPICAL SCAB OVERHANG �6�Rl DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 3/4"=11-011 1/4"=V-011 NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 _j U_ U_ 0 (1) Z 0 Z 0 LL (.3 U) F- 0 W LU F- 3: U) CL Uj (y) 0 00 0 6 Z C % Z 0) 6 _j Lu ,U_ 00 w I Z 0 F- 66. 00 '0 10 P U_ 0 T U) U 0 0 U) 0 o, C0 CL C14 Uj 6 6 z 0 .2 > W 41 0 O ��� U) 0LL 0 LD z C14 4 Z 0 0 F- O0 5 Uj W LO OL) Uj (D z 0 Z(D r- M Z vJ U) C) � �- LUrn J W 0 m rrrnr 0 (O-0 t= Z CD E r, 8 0 °21_CY) 0 1_ z Ci) < o 0 <C,04 `7 Z Z > to U 0 C-8 C) LU 8 CD 0 U)a 0 z w2O¢o ro- < 0 < 0 z < 0 X ry CY) 0 W W W 0 0 z z LLJ F_ W F_ 0 W 0 z 0 W z Z J 0 U) 0 LLF IEII LU o > U) 0 > W LU W U) _j W W W CC IL Z U) < _j F_ a _j 4 0 co F- W z 0 W M Z LLJ CL CL STRUCTURAL ENG: MCD DRAFTING: I -STRUCT: MB / DJ I QC CHECK: AML I JOB No. PSQ-2171953 I SCALE: AS INDICATED I DATE: 11/15/17 I SD3 TRUSS PER PLAN 2x4 #2 SYP P.T. TRUSS PER PLAN BLOCKING @ 24" O.C. W/ (2) 12d END NAILS @ EACH END DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. — DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING @ EA LZJ INTO BLOCKING, (2) 24"' O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN Ilk2d IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) META16 10d NAILS @EACH TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING PER PLAN PLATE MORE INFO & (2) 10d NAILS @ 3" O.C. TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS + THEN (2) ROWS 10d TOP & BOT., 2x8 TO NAILS @ 8" O.C. 2x12 w/ 1 O X 3" NAILS INTO BLOCKING, (4) 8d @ 6" O.C. 2x12 AT • WALL TO PRECAST • A8„�/ LINTEL w/ (2)ROWS OF NAILS INTO TOP PLATE 1/4" x 4" TAPCONS @ NW (2) 16d TOE NAILS TO LEDGER � z STAGGERED BEYOND7 TRANSOM BETWEEN 10d NAILS @ 8" O.C. (FOLLOW OF 2x8 TO PAD OUT O 2x4 SYP #2 BLOCKING, BRACE SLOPE AS REQ'D i i U Q i 2x6 #2 SYP P.T. CONT. U w/ (2) 1/4" x 3 1/2" @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d 8 SPACED EVENLY DOUBLE TOP PLATE VERTICALLY 'A' = NAIL SPACING END NAILS @EACH NAILS @ EACH WEB 3" O.G. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER EACH VERTICAL U O z END. WHEN CLOSURE WALL °I !X Z SCALE: 3/4"=1'0" _ � EXTERIOR SHEATHING. w?��- a z u`5 W w o WALL SHEATHING PER IS 3FT OR TALLER - 2XI4 zz d � � �4ti U ATTACH PER PLAN --17-1 PLAN SYP#2 BOTTOM @3 O.C._ a TO GABLE END STUDS w/ (2) 1/4" X 3'/" LL O FROM TOP OF WALL 00 LII III I I I I I WALL SHEATHING BLOCKING REQ'D @ 4 NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. o � TO BOTTOM TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) Q 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS O = U.N.O. ON PLANS A 1/2" N z BAYS W/ (3) 12d Z ILI OPENING III II II II SPACE BETWEEN 5 2x8 #2 SPF STUDS AT DOUBLE NAIL EDGE SPACING TOENAILS EACH END. CONDITIONS @ TILE ROOF Q m 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER COMMON NAILS @ 3" O.C. 2x8 #2 SYP PT. BASE W/ (3) 12d NAILS @ ILLI rr PLATE W/ 1/2" x 8" A8„ j Mie►, O EACH STUD y� © ANCHOR BOLT OR (4)10d NAILS @ EA. O p W �� � � TITEN HD @ 32" O.C. & BLOCKING TO MASONRY WALL OR 2x4 SYP #2 LEDGER. 6" FROM EACH END PLATE LINTEL SEE PLAN = i V TRUSS PER PLAN VAULTED CONDITION @ CMU ----- SHEATHING PER PLAN TRUSS PER PLAN A � � U_ 0 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ (2)1 Od NAILS TO I-- 0 = W 77 11 BOTTOM CHORD a III III II I I I SEE PLAN FOR MORE INFO i-- z p @EACH END OF SHEATHING & GYPSUM WALLBOARD O r O.C. MAX.; TO GABLE END STUDS BLOCKING I— 0 J Q 2x4 SYP #2 FLAT w/ (2) 1/4" X 3Y2' SIMPS. (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" SEE TRUSS PLAN FOR RANSOM MORE INFO & (2) 10d NAILS @ 3" O.C. CONNECTION WITHIN 48" OF SPLICE 2x12 BOX HDR w/ 2x8's + THEN (2) ROWS 10d TOP & BOT., 2x8 TO NAILS @ 8" O.C. 2x12 w/ 1 O X 3" NAILS OTHERWISE @ 6" O.C. 2x12 AT • WALL TO PRECAST • A8„�/ LINTEL w/ (2)ROWS OF SCHEDULE U 1/4" x 4" TAPCONS @ NW 16" O.C. MAX. � z STAGGERED BEYOND7 TRANSOM BETWEEN 10d NAILS @ 8" O.C. (FOLLOW OF 2x8 TO PAD OUT O LINTELS LINTEL PER PLAN SLOPE AS REQ'D i i U Q i 2x6 #2 SYP P.T. CONT. U w/ (2) 1/4" x 3 1/2" 2x BOTTOM PLATE • TAPCONS @ 12" O.C. 8 SPACED EVENLY TOP PLATE. ATTACH NAILING REQUIREMENTS THIS _j VERTICALLY 'A' = NAIL SPACING 2x8 w/ (2) 1 O NAILS @ POCKET SGD 3" O.G. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER EACH VERTICAL U O z 2O S01 HEADER @ POCKET SLIDER w/ T 1/2"=l' -O" COPYRIGHT MCD 2015: The Information contained in this do NOTE: PIPE OR DUCT W/ (2) 1 O NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 8'-0'" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d I� , • \ NAILS TYP. TOP & BOT. TOP SPLICE @ TYPICAL AT ALL LOCATION DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO ---� V I I �- � TOP PLATE 1N/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD V TYPICAL TOP PLATE SPLICE @ BRIG. WALL 3/411=11-011 DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE PLATE TO FRAME WALL OR FKt Q ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. V_ OTHERWISE 2x4 WALL BEYOND AGAINST • 2x8 STUDS ATTACHED PER • A8„�/ (WF08/SD3) SCHEDULE U I, NW ATTACH 2x8 STUDS TO TOP � z PLATE W/ (4) 12d TOE -NAILS TOP SPLICE @ TYPICAL AT ALL LOCATION DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO ---� V I I �- � TOP PLATE 1N/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD V TYPICAL TOP PLATE SPLICE @ BRIG. WALL 3/411=11-011 DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE PLATE TO FRAME WALL OR FKt Q 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS W TCO M SHEATHING PER PLAN 3/8 LLj II II II 7 V_ W J01Uj 2 PROVIDE 2x4 ON TOP ASSEMBLED WALL PANEL W/ (2) Q 0 FASTENERS O NAIL SHEATHING AT FRAME WALL BOTTOMPLATE SCHEDULE U * *+ ++ (4) 12d NAILS EACH NW O � z — - BEYOND7 REQ'D. EXCEPT AS NOTED 10d NAILS @ 8" O.C. (FOLLOW OF 2x8 TO PAD OUT O TRANSOM BETWEEN AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) FLOOR SYSTEM U Q W U c O 2x BOTTOM PLATE — 8 z TOP PLATE. ATTACH NAILING REQUIREMENTS THIS _j ROW OF 8d COMMON NAILS @ 3” O.C. 'A' = NAIL SPACING P 2x6 0 2x8 w/ (2) 1 Od NAILS @ — — — FF--fl--T— i� 6 EACH VERTICAL U O z 2O W/ (2) 10d NAILS 3" O.C. DETAIL FOR ALL TOP PLATE w °I !X Z SCALE: 3/4"=1'0" _ � II I I II II II I w?��- a z u`5 W w o U3 O.C. NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS) _ d � � �4ti U 4Y SIMPS. SDS SCREWS @ 16 O.C. MAX.; 4Y2" --17-1 a0)z= @3 O.C._ o TO GABLE END STUDS w/ (2) 1/4" X 3'/" LL O 00 LII III I I I I I WALL SHEATHING E w (D 4 NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. o � TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) Q III III II II I SPLICE, SEE SPLICE DETAIL. MAX 1/8 „ O = U.N.O. ON PLANS A 1/2" N z O Z ILI OPENING III II II II SPACE BETWEEN 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAIL EDGE SPACING Q o CONDITIONS @ TILE ROOF Q m O PANELS Uj = COMMON NAILS @ 3" O.C. LLJ WI. ILLI rr A8„ j Mie►, O r y� © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING O p W W d � OVERLAP TOP PLATE _ AT CORNER W J NAIL BOTTOM PLATE TO EACH PLY OF W • BUILT UP COLUMN W • BELOW W/ (2) 1 O NAILS w i cr) TOP SPLICE ---- _----- TOP PLATE CORNER TRANSITION ��+�1118d111��W Aw DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) �i 60111 CD f -u LLI y • _6 1P U_ � - 0 v l o 0 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS W TCO M SHEATHING PER PLAN 3/8 LLj II II II 7 V_ W J01Uj 2 UPLIFT RESISTANCE: NO OTHER FASTENERS O NAIL SHEATHING AT FRAME WALL BOTTOMPLATE SCHEDULE U * *+ ++ (4) 12d NAILS EACH NW O � z — - BEYOND7 REQ'D. EXCEPT AS NOTED N PLANS. TRANSOM BETWEEN AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) FLOOR SYSTEM U Q W U c O 2x BOTTOM PLATE — 8 z OPENING SIZE ROW OF 8d COMMON NAILS @ 3” O.C. 'A' = NAIL SPACING P 2x6 0 2x8 w/ (2) 1 Od NAILS @ — — — FF--fl--T— i� 6 EACH VERTICAL U O z 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" °I !X Z SCALE: 3/4"=1'0" _ � II I I II II II I w?��- a z u`5 W w o U3 O.C. NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS " A 1/2 1/2 d � � �4ti U 4Y SIMPS. SDS SCREWS @ 16 O.C. MAX.; 4Y2" --17-1 a0)z= @3 O.C._ o TO GABLE END STUDS w/ (2) 1/4" X 3'/" 00 LII III I I I I I WALL SHEATHING E w (D 4 NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. o � TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) Q III III II II I SPLICE, SEE SPLICE DETAIL. MAX 1/8 „ O = U.N.O. ON PLANS A 1/2" N z _ ILI OPENING III II II II SPACE BETWEEN 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAIL EDGE SPACING Q o CONDITIONS @ TILE ROOF Q m 4 III III II PANELS Uj = COMMON NAILS @ 3" O.C. LLJ WI. ILLI rr IIIrIII I I I I I 0 y� © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING O p W W 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & = i TO STUDS OR BEAM w/ ----- SHEATHING PER PLAN IIIP. III II IOBOTTOMSTUDUND III II LI II NING 2x STUDS BEYOND, � � U_ 0 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, BETWEEN EXTERIOR I-- 0 = W a III III II I I I SEE PLAN FOR MORE INFO i-- z p VERTICAL MEMBER IF GABLE END SHEATHING & GYPSUM WALLBOARD O r O.C. MAX.; TO GABLE END STUDS MEMBERS ONLY 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET 5GD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD ' ATTACHMENT BY BUILDER fs_0_ HEADER @ POCKET SLIDER BLOCKING uJ (D III_T 1— — -71-- III I I I I I W TCO M w/ (2) 16d END NAILS IIII I I II IIII II II II x ¢ > W J01Uj IIII II II LIII II II II oz o0 NAILING SCHEDULE & SCHEDULE U * *+ ++ (4) 12d NAILS EACH NW CO Nm TRUSS w/ (4) 12d NAILS — - -------- U O w0 " TRANSOM BETWEEN TRUSS FLOOR SYSTEM LINTEL PER PLAN W ¢ W o > CUT TO FIT 2x BOTTOM PLATE w/ (2) 1/4" x 31/2" 8 A. TAPCONS @ 12" O.C. OPENING SIZE 1 BEYOND SEE PLAN 01 �o=O'Sui VERTICALLY 2x6 SHEATHING DIAGRAM 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL fi F1 EXTERIOR SHEATHING SCHEDULE BUILDER MERITAGE SCALE: 3/4"=1'0" 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET 5GD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD ' ATTACHMENT BY BUILDER fs_0_ HEADER @ POCKET SLIDER BLOCKING uJ (D 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END 0 2x8 #2 SPF VERTICAL W J01Uj @ 24" O.C. w/ EXT. NAILING PERO m SHEATHING PER 0 z E NAILING SCHEDULE & SCHEDULE U * *+ ++ (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ INTO TRUSS & (3) 12d EACH VERTICAL TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS '�� LINTELS LINTEL PER PLAN SLOPE AS REQ'D ¢ W o > 2x6 #2 SYP P.T. CONT. SHEATHING SPLICE DETAIL � w/ (2) 1/4" x 31/2" 8 A. TAPCONS @ 12" O.C. O SPACED EVENLY �o=O'Sui VERTICALLY 2x6 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO2 HEADER @ POCKET SLIDER w/ TRANSOM 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET 5GD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR MORE INFO & CONNECTION LINTEL PER PL POCKET SGD ' ATTACHMENT BY BUILDER fs_0_ HEADER @ POCKET SLIDER BLOCKING uJ (D ...� z w JOINT, MAX. 1/8" GAP Z ? aO��-c=t 0 z W J01Uj Z NAILING PERO m J 0 z E SCHEDULE U F- 06 w u) 9 rn 2x4 BLOCKING PLACED < 0 Q 0 M z O FLATWISE (2) 16d z m i; N NAILS EACH END W ¢ W o > W SHEATHING SPLICE DETAIL � 0 8 O �o=O'Sui NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL \1� 1/2"=1'-0"' 1/2'=1 -0 1 /2"=1'-0" 1/21=11-01DATE: 11/15/17 n 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. cometp p Y SD4. ...� 0�¢w20 E w Z aO��-c=t Q z LL 0 z ON, M Z \1� 1/2"=1'-0"' 1/2'=1 -0 1 /2"=1'-0" 1/21=11-01DATE: 11/15/17 n 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. cometp p Y SD4. o w W O 0� z Z F- LLjUJ _ F- 3: W � W z z 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X F< - 4Y SIMPS. SDS SCREWS @ 16 O.C. MAX.; 4Y2" _ TO GABLE END STUDS w/ (2) 1/4" X 3'/" 00 SIMPS. SDS SCREWS @ 16" O.C. MAX.; r. TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) Q EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. 0 USE (3) SCREWS/TAPCONS FOR ALLZ z J CONDITIONS @ TILE ROOF (D 0 12 LLJ WI. ILLI rr SEE PLAN 0 2 Q W W 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP � = i TO STUDS OR BEAM w/ ----- SHEATHING PER PLAN W L_j U LLJ (2) 1/4" X 4%/2' SIMPS. (4) 1 Od NAILS FOR a SDS SCREWS @ 16" CONY. FRAMED Q Z _ Q r O.C. MAX.; TO GABLE END STUDS MEMBERS ONLY I— 0 J Q w/ (2) 1/4" X 3Y2' SIMPS. Q V 0 SDS SCREWS @ 16" 4'-0" MAX.Z "W7 O.C. MAX.; WL7 C7 c Z TO MASONRY w/ 2x4 PT FASCIA PER (� �(M ..�..•� SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS Uj Q- 0. r- •"'� x 2 3/4" TAPCONS @12" O.C. USE (3) SCREWS/ 2x4 SYP #2 OR I 2 STRUCTURAL ENG: MCD - ... __.._ TAPCONS FOR ALL PRE-ENGINEERED DRAFTING: CONDITIONS @ TILE ROOF TRUSSES @ 24" ROOF O.C. MAX. -sTRUCT: MB / DJ DESIGNED FOR QC CHECK AML SIMPSON H3 CLIP SHINGLE ONLY JOB No. PSQ-2171953 D01 TYPICAL SHED ROOF DETAIL --- --_.___- 1 SCALE: AS INDICATED \1� 1/2"=1'-0"' 1/2'=1 -0 1 /2"=1'-0" 1/21=11-01DATE: 11/15/17 n 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. cometp p Y SD4.