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HomeMy WebLinkAbout3788 Saltmarsh Lp 17-2453 (rev)First Floor Plan "C" SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) `Qdt✓ JADING 9 SP�FOR s 'E'AR"' GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDCATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR- FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT- POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH -SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP -BYPASS BF - BIFOLD TYP.- TYPICAL SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO 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 312' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 2' 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. 16. FRAME WALL SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'4" 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 = 3'-0" ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER/CLIENT WINDOW NOTE KEY: WINDOW SIZE CALLOUT: 2040 = 2'-0" x T-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 64" ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). �rea Tabulations Living: 1 st floor: 1,176 sf 2nd Floor: 1,216 sf Total Living: 2,392 sf entry: 99 sf covered lanai: 117 sf garage: 455 sf Total Area: 3,063 sf e0p,�iA111111/19®d+ O r' O O M O � U O Jto LL O C Q N m W N O O C U) C r— O O O E LO M 00 Q a_ LL c � Q w N z w z �g w a t Lu Lu E N 7 w w v o �o �w 77< 77a 10 � Y a w LL cw CD LU p +1 �N N C11 -a r, <w M D. M ¢ L Z N o E LL = S L } cn o N (Yi 0 w c w � =~ O � Z J n < L p _F .ry n > > O O N ns 41 � fu ,40 O �Q o fi a O- (10 CD = o V) M LF L d' W N N a d H _M O (Ij Q o O = z Q > -p N > p C V) C ACV 0 3, ¢ w Ln O a i� �w Sx Dc a �c -o >c O — Q J S ISSUE DATE 10/02/2017 _o o REVISIONS PROJECT: 17-0227 > SCALE: AS NOTED cz i DRAWN BY: JML & JFT DESIGNED BY: MJS v FLOOR PLAN L 02.AC 16'-0" 14'-0" 1'4" 14'•8" 4'-0" 10'-0" A/C COMP. (2)3050 S.H. ---4 1�1 -------------- �\ Covered Lanai ao o z 9'-4" CLG. F.F.F. • H.B. U) �- , o8' - 8,. 8.0,. 1,�„ 8" 12'-8„ $„ �— — zo Dining Room 4„ 9'-4" CLG. q �(-- 8'-0" x 8'-0" S.G.D. N �\ °p 12" TOP EXT. `° 16'-8" `* 3'4" 3'•6" T-2" � o I Gathering Room _\ �� LINEAE FLOOR ABV. \ — 9'-4" CLG. / /A o y , / D.W. q O, C& �gQO w ¢ oq `"\ �6 o l o O M \ FRAME 34 112" KNEEWALL BELOW Kitchen = o? 16'x"3'.0" "' 36" BARTOP 9'-4" CLG. y,-4„ o ui I - � n 0 16 B.. i =______9 (OPT) COUNTERTOPS @J w 5 SH i REF. L -------J 36" HT. w/ CAB. ABV. x U)10' 0„ 6,4' 2' - o o tib STORAGE I c o0 M 14PEP CLG. I SL o Office I , L JTi - Y 9'-4" CLG. ���TTT�, r, o 2p 112" GYPSUM BOARDS APPLIED TO THE UNDER T STAIR SURFACE AND SIDES 4„ D I n T v ¢ 4'-10" 1'-101, 4,•0„ 8„ _v\— T-0„ T-10„ i = T-10" 9 / I(8"� / 1 ARCH Foyer co � W..C. o u=i m 9'-4" CLG. 9'-4" CLG. uusi ti 19'•4» CLG v 4 �� ;0 R&s fV � Lndry a B.1 r- B•1 1 o� " - i 9..4„ CLG. w = LDRaHOWEf TUB/ 9.4 CLG i w z °' i o 0 0 LL o 2'-8„ I 81-01, F., o VANITY w/� U \ _� 9'-6"uj Cr o Pr, MIRUOBV. c4 "\ �L J M.T. I T-0" 2-40"1 i I i E -Y' W.H.4 M\ 2 Car Garajae 4"Entry 9.4 CLG F.F.F. q 10'-8' CLG F.F.F. q 1 r FULL HT. 2,4" I 12'4" 2'-8" 3'4" I WALL Lu 8„ p z 20'-8" \- - LINE OF FLOORABV. L _ — — _ _ _ _ n o `V 112" GYPSUM BOARD 22"X-48" F - APPLIED TO THE i\ ATTIC GARAGE SIDE L —ACCESS- J q Ih o O --- I -------- _ — N ------' I i I m go I Lu? I g H.B. I I � I I 16'-0" x T-0" GAR. DR.� T-0" 16'-0" T-0" 1'4" 4'-8" 2'•0" 22'-0„ 30'-0" First Floor Plan "C" SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) `Qdt✓ JADING 9 SP�FOR s 'E'AR"' GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDCATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR- FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT- POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH -SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP -BYPASS BF - BIFOLD TYP.- TYPICAL SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO 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 312' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 2' 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. 16. FRAME WALL SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'4" 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 = 3'-0" ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER/CLIENT WINDOW NOTE KEY: WINDOW SIZE CALLOUT: 2040 = 2'-0" x T-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 64" ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). �rea Tabulations Living: 1 st floor: 1,176 sf 2nd Floor: 1,216 sf Total Living: 2,392 sf entry: 99 sf covered lanai: 117 sf garage: 455 sf Total Area: 3,063 sf e0p,�iA111111/19®d+ O r' O O M O � U O Jto LL O C Q N m W N O O C U) C r— O O O E LO M 00 Q a_ LL c � Q w N z w z �g w a t Lu Lu E N 7 w w v o �o �w 77< 77a 10 � Y a w LL cw CD LU p +1 �N N C11 -a r, <w M D. M ¢ L Z N o E LL = S L } cn o N (Yi 0 w c w � =~ O � Z J n < L p _F .ry n > > O O N ns 41 � fu ,40 O �Q o fi a O- (10 CD = o V) M LF L d' W N N a d H _M O (Ij Q o O = z Q > -p N > p C V) C ACV 0 3, ¢ w Ln O a i� �w Sx Dc a �c -o >c O — Q J S ISSUE DATE 10/02/2017 _o o REVISIONS PROJECT: 17-0227 > SCALE: AS NOTED cz i DRAWN BY: JML & JFT DESIGNED BY: MJS v FLOOR PLAN L 02.AC 30'-0" 16'-8" 13'4" I Qngd Q w Qncn Q w I I Second Floor Plan SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR -TRANSOM GB - GLASS BLOCK PKT- POCKET DOOR OBS - OBSCURED GLASS TEMP -TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP -BYPASS BF - BIFOLD TYP. - TYPICAL SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM -i:, CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO 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 32" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 712' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 94" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" UA.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 o� 16. FRAME WALL SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL o a SEGMENTS. O y 7 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL a¢ (D BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING m o SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT o LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. z o 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING w� BENEATH HABITABLE ROOMS (TYP.) ¢ a 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. o F, 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING z N 6 u DEVICES INSTALLED. n c 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 WINDOW NOTE KEY: WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2'4" x T-0" 2060 = 2'-0" x 6'-0" ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). zE, SANFORD O r' O CD O U O J fn O) O Q Q Cn C3)Q) CO N O O O U)_ r. C:) . .L O O d E O E Ln 0 X 000 Q LL 2i M N w Z N Z �g m a F- 0 m t a w 0 C� N N u O W W (B LU o f a J N 0<V)�' oJ E LL L- } U-) o /M(O 00 ;_ W -i W fu LO � M i- 0 J 0 0 N N � fu o CD N o f 0� 00 N a U N ul c M �O H fun c a� LL C) O c `' fl- > -0 a) L Q W lN(l 0 0 - ISSUE ISSUE DATE I 10/02/2017 I REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT FLOOR PLAN 03 12 61 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR F// 10'-8 3/4" FIN. FLR. HT. Y @ SECOND FLOOR T111) 9'4" BRG. HT. 7/8" TEXTURED CEMENTITIOUS 8'-0" HDR. HT. FINISH ON METAL LATH OVER 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR 7'4" HDR. HT. ,} @ SECOND FLOOR H 2 10'-8 3/4" FIN. FLR. HT_. C7 T111) Lu = 7/8" TEXTURED CEMENTITIOUS v z FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) N m BRG. HT. @ ENTRY Lu 10'-8 3/4" FIN. FLR. HT. 'o @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. L - RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY (TYP.) 318" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. , 12 61 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. s©v = co - -- - 9'-0" BRG. HT. ro o @ SECOND FLOOR a z T-8" HDR. HT. _ z _`Ui @ SECOND FLOOR 9% u 7/8" TEXTURED tYt �CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) El Z ,;a1a13917711)� 12 rljCn p�j,�j Y -- -- LL 10'-8 314" FIN. FLR. HT. > - ' O o.,A. -j @ SECOND FLOOR o y � f¢ pi �m � a ALL HORIZONTAL & VERTICAL _ 9'-4" BRG. HT. CONTROL JOINTS PER ASTM 1063 — 8'-0" HDR. HT. 9'-0� � �IltiTld311�,1a6 ' O.H. r CD E (y)O � U I U) LL C � ~ N 318" TEXTURED CEMENTITIOUS L N FINISH OVER C.M.U. (TYP.) (4 07 N O U-0" FIN. FLR._ Q) T c r- p .N O E L X Left Elevation "C" °a�`� �� u)W SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) 0 5 E 0 v, � w E '/j N W n s V 0 Y o> FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. CONTROL JOINTS PER ASTM 1063 Right 10'-8 3/4" FIN. FLR. HT_. Elevation T111) SCALE: 1/8" = T-0" (11x17) 1/4" = TV (22x34) 12 6 �l 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR h 0'-0" FIN. FLR. �vWING SANFORD z OFPAP, J � 0] � r- O zu, N Q y� a ��Z z� N In N ' O a ¢w � w vi = c, J Z z a wm �c z� � LL n Q - O N 41 � 6- 07 0 (!) M U CK 00 CL H M n O coCD t\ o •L' c o - Q > N CD -0 4D o 0 Lu Lo O 5- A P Tff Cn Q CID � $ r, a 0Q�,M � Q E u_ z S-- cn o (� 00 c M 00 cc M f" O J ISSUE DATE I 10/02/2017 I REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY- MJS ELEVATIONS "C" 05.0 10'-8 3/4" FIN. FLR. HT_. @ SECOND FLOOR { 9'-4" BRG. HT. 8'-0" HDR. HT. h 0'-0" FIN. FLR. �vWING SANFORD z OFPAP, J � 0] � r- O zu, N Q y� a ��Z z� N In N ' O a ¢w � w vi = c, J Z z a wm �c z� � LL n Q - O N 41 � 6- 07 0 (!) M U CK 00 CL H M n O coCD t\ o •L' c o - Q > N CD -0 4D o 0 Lu Lo O 5- A P Tff Cn Q CID � $ r, a 0Q�,M � Q E u_ z S-- cn o (� 00 c M 00 cc M f" O J ISSUE DATE I 10/02/2017 I REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY- MJS ELEVATIONS "C" 05.0 o r- C) o r` E O U � J(n O L1 M � .0 Q Qcy) CN N V7 N O O ti p .0 O E Lo 0- Q L m Lo Lu z z E 0 U) t a Lu 0 uJ uw ❑ Y C w Q a >- SCALE: AS NOTED Lu DESIGNED BY: MJS s > o ry W 0 N N V7 W a p J -1 N s� M Q , N ® M w Q) i MM� o } cn 00 M J u_ o c V7 O O N N � (LO +O O :3 O 6 ul O V7 M L cil- 00 N d O N V'1 �O H ra C ( N C) O •L O Q > N O _ p 4- O O Q W u O d Ts.® c ISSUE DATE 10/02/2017 0 REVISIONS 0 w s PROJECT: 17-0227 >- SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 Second Floor Electrical SCALE: 1/8" = 1'•0" (11x17) 1/4" = T-0" (2204) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 150 AMP SERVICE UNDERGROUND SERVICE BY POWER CO. AMP 410 SCR AL. MAIN DISC. TYR ELECTRICAL PANEL (20 CIRCUITS) #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. 914 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 150 AMP ELECTRICAL RISER GENERAL NOTES KEY: 1. OWNER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. 3. ALL OUTLETS IN THE KITCHEN OR BATHROOMS TO BE GFI PROTECTED. 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 5. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED. 6. 8' H. VANITY LIGHTS IN MASTER BATHROOM. 7. 7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE AFI. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS 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: i — — — -- - r--------------------- F - - - - - - - - - - - - - - - - - - - - - WATER PROOF RECEPTACLE Second Floor Electrical SCALE: 1/8" = 1'•0" (11x17) 1/4" = T-0" (2204) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 150 AMP SERVICE UNDERGROUND SERVICE BY POWER CO. AMP 410 SCR AL. MAIN DISC. TYR ELECTRICAL PANEL (20 CIRCUITS) #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. 914 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 150 AMP ELECTRICAL RISER GENERAL NOTES KEY: 1. OWNER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. 3. ALL OUTLETS IN THE KITCHEN OR BATHROOMS TO BE GFI PROTECTED. 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 5. ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED. 6. 8' H. VANITY LIGHTS IN MASTER BATHROOM. 7. 7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE AFI. PROTECTED. NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS 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: i CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT WATER PROOF RECEPTACLE RECESSED LIGHT I --O WALL MOUNTED LIGHT PRE -WIRE FOR CLG. FAN WALL WASH RECESSED GROUND FAULT INTERRUPT DUPLEX RECEPTACLE PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ® ELECTRICAL PANEL ® CHIME E DOOR BELUGARAGE DOOR SWITCH L-0 220 V RECEPTACLE =(n 1/2 HOT, 1/2 SWITCHED _WP WATER PROOF RECEPTACLE C.M.S.D. CARBON MONOXIDE DETECTOR/ FLOOR RECEPTACLE T PRE -WIRE FOR CLG. FAN =QGFI GROUND FAULT INTERRUPT WALL SCONCE WALL SWITCH CHANDELIER 3 -WAY SWITCH �o DIMMER SWITCH it TELEPHONE JACK H CABLE JACK PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ® ELECTRICAL PANEL ® CHIME E DOOR BELUGARAGE DOOR SWITCH L-0 DISCONNECT SWITCH T ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE DETECTOR/ GARBAGE DISPOSAL MOTOR SMOKE DETECTOR COMBO SPEAKER CEILING FAN JUNCTION BOX WALL SCONCE 1 CHANDELIER CD .t CD O ti E CN O � U O J (n 7 LL (O U) +� c CD Q 0-0-)N m U � p O ^� U> N r- O . 0 E d Lo 00 Q D_ LL c m LU z z �g E E � a E o rn 4 z 0 2 w u o SPOT LIGHT Lu FLUSH MOUNT FLUORESCENT LIGHT F5 FAN/LIGHT COMBINATION g GARBAGE DISPOSAL MOTOR Qs SPEAKER Q JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION CD .t CD O ti E CN O � U O J (n 7 LL (O U) +� c CD Q 0-0-)N m U � p O ^� U> N r- O . 0 E d Lo 00 Q D_ LL c m LU z z �g E E � a E o rn 4 z 0 2 w u o 0 0 N N � cL6 O CD c6 N o 'Y- 000 N d u N Ln w. r~ O n C O u d- o CL > -0 L O 4 O O p v o O Q Lu LnO a I ISSUE DATE I 10/02/2017' REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 Lu o � U-1 C O 'v LU n N c: a ° rl w p a M Q i J N o E a i o V) O M 00fo W �t (n u t') w � OO � z z a 0 0 0 N N � cL6 O CD c6 N o 'Y- 000 N d u N Ln w. r~ O n C O u d- o CL > -0 L O 4 O O p v o O Q Lu LnO a I ISSUE DATE I 10/02/2017' REVISIONS PROJECT: 17-0227 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE CONCRETE" ACI 318 LATEST EDITION AND REQUIREMENTS FOR REINFORCED , "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 lb/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc l = 450 Fc 1= 900 Fc l = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE -TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD 150 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'4" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 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 DIAM ETERS(EXCLU DING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"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 <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 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 TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL SC SHALL BEAT "SNUG ( ) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 LINTEL PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-) VALUE DENOTES SUCTION AREA O O SD3 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 SD6 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 U (+) 19.0 (+) 19.0 50 (-) 20.8 () 23.9 100 (+) 18.0 (+) 18.0 R 19.8 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + O (-) 20.9 (-) 19.7 C WIND PRESSURE/ SUCTION DIAGRAM Q44 Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 51h EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET I SHEET TITLE SC STRUCTURAL NOTES S1C FOUNDATION PLAN S2C DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4C LINTEL PLAN S5C FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S7C ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 2 -STORY DETAILS SD6 2 -STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER I DATE 1 1 3/1/2017 1 CREATED ELEV A, B, & C DESCRIPTION 2 4/24/2017 ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE BEDROOM #5 OPT AND LOT STANDARD, & QC CLEAN UP W �: r Q o o o W < z 0 U) LL z r J 0 z 0 cn O 0o 0 w Ow FB LLI (w9 j Y z w < C) o� LU U) O z a W W w U mQ LL W a N M ~O U H OEi Lu LU F= `n =w �O w (� Q O 0 on J � z nm z --- c� ➢ rn U CC Cq `����lutll►►►►i7oi w v a O 0 Z_ 2LUW 00 Lu O < aeaaaaasa ee o�/ J Z �Wa 0 z INTIALS Vo CO_ �s,,`¢%ry�Q ` w < e ti b, O` z z ~ LL LUW U ~O U H OEi Lu LU F= `n =w �O w (� Q O 0 on J � z nm z --- O LU DP / DJ U CC O IL O 0 Z_ 2LUW 07/20/17 O < =:ZCl) LU 0 W O J �Wa 0 z INTIALS Vo W J d LLT O z z ~ BLDG DESIGN: --- LUW U F__ _j U) z � Z U O >h C C c~n Lu o U < w UDfr rti8 ,$u SSG tf LL Q G00 U o • z z CD N �z $11,0 ° ®�n ~O U H OEi Lu LU F= `n =w �O w (� Q O 0 on J � z nm z --- O LU DP / DJ U CC O IL U1 LLF W J > 0 Z_ 2LUW 07/20/17 < =:ZCl) LU 0 W O J �Wa 0 z INTIALS w W J = DP z z ~ BLDG DESIGN: --- LUW DP U) SANFORD 2 OFpAR.�,`�i 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. K Z C7 r, �5 J rn o W J O w M E U) z� J Y, o 06 � z _LL_ a C�QOdU;'L.Y Z5PQ00.0 EE J W E z K o 0 IL C/)o<O2 CU) z ZQmU)�z E Q < w z O U�0C6viga Q� < 1 L-�N J Z O w N < O U 2i U --- Z q O r DP / DJ QO CC >_j PSQ-2171165 U1 LLF W J > AS INDICATED 2LUW 07/20/17 =:ZCl) LU 0 W �Wa �U2 b in LU m p O a=C4Z C. 04 BLDG DESIGN: --- STRUCTURAL ENG: MCC DRAFTING -DESiuN. --- -STRUCT: DP / DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 SIC co I L v!1 (F08 r °0 S3 co Lo ip M F0 S3 M F 0)� S3 2.6 L_ 30'-0" 16'-0" � 14'-0" O SCALE: AS INDICATED PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL S3 O j Lp yOxt S3 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO t1 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. C7 L I- Q 0 o 0 0 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, LL WAY MIN?2tlHORIZ. CLEARANCE 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2.6 H c) l� MFO � I O — — — n~-. .= MFO S3 v00 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH O J �D Q o THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 0- Z M El EI LL 4 W F -r -i U U L I (FIBERMESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR W Q Z_ 2 ds, is 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. F= DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE < Q W 00. 6'-4" 10'-0" (D Q O U) Z O Q z 00 0° STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT ANDWO N W r 2 4" THICK CONC. SLAB W/ FIBERMESH. OVER 6 MIL U FOOTING SIZES PENDING DEPTH OF STEMWALL. Z o EIN VAPOR BARRIER OVER O rn 36"x36"x12" d w/#5's EQUALLY SPACED EA. Z O F- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 1- --COMPACTED FILL. a (;6-5"] ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Zf- Q OJ ®0'-0" FIN. FLR. � co O E Q W Z O U g WO � 0 d MIN. U) Z O MIN (6) # 5 E.W. LAP SPLICES SHALL BE NO LESS THAN 30". O Q 3:vj Q , I-_ J O 12'-0" 5-5 1/2" (2 -STORY FTG) 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 7'-1 1/2" Z W 00 FO BARS & 3" MIN. COVER TO EDGE OF CONC. :C p ff EI O OtY p O W ze BARS & 3" MIN. COVER TO EDGE OF CONC. I¢- = O 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. El WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOT AWAY FROM HOUSE. _ W (W9 j �1_ w 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 2 W L— J(® BARS & 3" MIN. COVER TO EDGE OF CONC. SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 10'-10" 0 S3 1 I 1 MIN (7) # 5 E.W. ® 3 m O n I (D Z 0- 2 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � W W W U 10'-10" 11'-2" 3'-8 1/4" 4'-3 3/4". USE ALTERNATE APPROVED METHOD. Q r� 1 2: WQ LWL BARS & 3" MIN. COVER TO EDGE OF CONC.j 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY :E_ 60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN FO o FO COMMUNITY & COUNTY CODES. BARS & 3" MIN. COVER TO EDGE OF CONC. W a S3 � i� M S3L — WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Ll C) o (10) L-- — I® I- Q 77 �- o r o i i 3 2.6 17 MF1 S3 9. NO WOOD STAKES PERMITTED IN FOUNDATION. `V M 91 - Fm Ei �> �e�(G°oo°oeo°°�v��/1 o°� oo�Lcj SCD W p S3 FOR ADDITIONAL INFORMATION. GC TO FO II I 0. 63 ii I l M \• p_o Q U U �� p _N El F m d off 'zp AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. Q ` o ® LLI Z 0 N yo Q /°ae 12 ANY EQUENT APPLIACES HAVING AN TION URCE ELEVATEDDA LL LL 2 U_ O z U rn Z 2.6 I > O �� d O MFO COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U) io 3'-8" 18'-4" FO S3 M M ®EIEmu C? 0 N O 2 ® I I ® /MF02 S3 - N MF1 S3 MDO MDO SID s3'-0" SD 16-0" 3'-0" 8" 64" 1'-0" 22'-0" 8'-0" 30'-0" MFO S3 2.6 _C VS3FO 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.) ® 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: � 0- O SCALE: AS INDICATED PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 07/20/17 O j yOxt W CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO t1 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. L I- Q 0 o 0 0 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 0� WAY MIN?2tlHORIZ. CLEARANCE 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. — — — — — - — DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH O J �D Q o THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 0- Z M O PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL LL BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W F -r -i U U o PSF. (FIBERMESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR W Q Z_ Z is 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. F= DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE < Q W 00. s S1G� (D Q O U) Z O Q z 00 0° STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT ANDWO W r 2 = U FOOTING SIZES PENDING DEPTH OF STEMWALL. Z o Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM O rn 36"x36"x12" d w/#5's EQUALLY SPACED EA. Z O F- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z F W ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Zf- Q OJ ® O E Q W Z O U g WO � 0 d MIN. U) Z WAY 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. LAP SPLICES SHALL BE NO LESS THAN 30". O Q 3:vj Q , I-_ J O W h- LL J Z O U N Q MIN. 42"x42"x16" dp w/#5's EQUALLY SPACED EA. 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR U)O j Z W 00 Z BARS & 3" MIN. COVER TO EDGE OF CONC. :C p RECESSING DOOR SILLS. O OtY p O W ze BARS & 3" MIN. COVER TO EDGE OF CONC. I¢- = O 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOT AWAY FROM HOUSE. _ W (W9 j �1_ w 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN Q Q W Q BARS & 3" MIN. COVER TO EDGE OF CONC. SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F 0 Q (_) p w MIN (7) # 5 E.W. - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O C/) (D Z 0- 2 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � W W W U Q USE ALTERNATE APPROVED METHOD. Q C) 2: WQ LWL BARS & 3" MIN. COVER TO EDGE OF CONC.j 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY :E_ 60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN # 5 E.W. (9) COMMUNITY & COUNTY CODES. BARS & 3" MIN. COVER TO EDGE OF CONC. W a N M 66"x66"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W C) (10) W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE W I- Q 77 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION 0 INSTRUCTIONS. OU 9. NO WOOD STAKES PERMITTED IN FOUNDATION. `V ���®i0y11f1i1f1f 7�7�Z� 0- v ��,� d ap 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET z Q �> �e�(G°oo°oeo°°�v��/1 o°� oo�Lcj SCD W p S3 FOR ADDITIONAL INFORMATION. GC TO v o �rn °� DETERMINE STEP LOCATIONS IF REQUIRED 11. \• p_o Q U U �� p SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS F m d off 'zp AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. Q ` o ® LLI Z yo Q /°ae 12 ANY EQUENT APPLIACES HAVING AN TION URCE ELEVATEDDA LL 0000° ' ®a SHALL BEI MIN OF 8". CONTRACTOR TIO PIROVI EOSUCH O 17!/PV00 m��u PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION rn Z 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O r COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U) FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE � 0- O SCALE: AS INDICATED PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 07/20/17 O j yOxt CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO t1 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. L �n p0 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 0� WAY MIN?2tlHORIZ. CLEARANCE O 3:U COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS p SIDE 6" O.C.C. U O Z Z DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). U Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN �D Q o THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 0- Z M O Z BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W F -r -i U U o PSF. r0 p Q Z_ Z is 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O 0� U DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE cn W 00. s S1G� (D Q O U) Z O Q z 00 0° STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT ANDWO `� r 2 l�O9ti U FOOTING SIZES PENDING DEPTH OF STEMWALL. Z o Z �ltip Q �O ZO d o FOOTING SCHEDULE CC 0- 0 SCALE: AS INDICATED DATE: 07/20/17 O j 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC. �n p0 EA." 12"x24"x12" dp w/ #5's EQUALLY PBETWEEN 24ACED SIDE @3" O.C. & MIN WAY MIN?2tlHORIZ. CLEARANCE (3) #5 PARALLEL 12" 3:U BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C.C. U O Z Z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. - Q BARS & 3" MIN. COVER TO EDGE OF CONC. O m z U' 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U L7 U o BARS & 3" MIN. COVER TO EDGE OF CONC. Q Z_ Z W ° C) O ui rN 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. p a 06 F Z U) _ BARS & 3" MIN. COVER TO EDGE OF CONC. W 00. I —/�►► 1 (D Q O U) Z O Q z 00 0° 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. I..L f- U N _ - BARS & 3" MIN. COVER TO EDGE OF CONC. Z Q �O ZO d o 36"x36"x12" d w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z F W BARS & 3" MIN. COVER TO EDGE OF CONC. Q OJ ® O E Q W Z O U g WO � 0 d MIN. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. WAY 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. p t— Q 3:vj Q , I-_ BARS & 3" MIN. COVER TO EDGE OF CONC. Z_ W h- LL J Z O U N Q MIN. 42"x42"x16" dp w/#5's EQUALLY SPACED EA. WAY 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W J BARS & 3" MIN. COVER TO EDGE OF CONC. :C p I- I- Z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. ze BARS & 3" MIN. COVER TO EDGE OF CONC. I¢- = W W O 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. I- _ BARS & 3" MIN. COVER TO EDGE OF CONC. 3: O w 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. I_ U BARS & 3" MIN. COVER TO EDGE OF CONC. W Z 9 O r 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. - O BARS & 3" MIN. COVER TO EDGE OF CONC. W 0 o ; v b oo 00 v 0 zo 00 0 M M CP T_ 0 SYMBOLS LEGEND RI INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. it INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) #5 HORIZONTAL TIE AT TOP, BOTTOM AND AT 24"o.c. VERTICALLY BETWEEN COLUMN AND MAIN HOUSE CMU (1) CONT. #5 — FROM TIE BEAM TO FOOTING (1)#5 HORIZONTAL TIE AT TOP, ® BOTTOM AND AT 24"o.c. FILLED CELL VERTICALLY BETWEEN COLUMN AND MAIN HOUSE CMU �Nww SECTION VIEW MD10 TYPICAL MASONRY COLUMN TIE IN 3/4" = V-0" W Q0 0 0 kk 0 LAP SPLICE,p '+s ° 00 MIN. Q4 o° n °a, ' Y O OF 25"ri_� + `� z w `` c�'� C;' �o Q U v ry`n ~ w pQ O '7iidid�l3ii��1��8S NN 0LLz O O O co ''� �" _. �`yl.�%1 N � z �' oF>1 U) p - Q W ;t w U T 1 0- z z 0 o oz s UO F O p Y.1 w w� =w ~0 Z � w0 QU z p Of L.L Z p 0 m (� U(n c) Q � W _j °' z Z p Ou mr E U) Zp W �Fz�?�� o LLJ O G Z_ol--000 a 11 _j WEZIY8 c � W J (� � z� 0 0 ::) Q 00 : m v 0= z z z� F w w O a0 < o�<WzoE 0 2i a - W ZOW Of < 2 _j J ~ W z F- W W O C/) 0 p U Lu Z �} z o T 0 I" 0 J w V% W W W > 2 Z fn c~n WOW a J O. W I-_ U r o LLI W Y U) 3 00% N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: z --- SANFORD -STRUCT: DP/DJ QC CHECK: CC OFPAR.1�`� O JOB No. PSQ-2171165 SCALE: AS INDICATED DOWEL w z Q _j P O DATE: 07/20/17 Z O w0 E~o w o O U) cC a w (D i J U ¢� p a W ww m U iY F=- Q W a N co CRl 0 A's'11k 191911ll", J Qe 2 . Lu � LAP SPLICE,p '+s ° 00 MIN. Q4 o° n °a, ' Y O OF 25"ri_� + `� z w `` c�'� C;' �o Q U v ry`n ~ w pQ O '7iidid�l3ii��1��8S NN 0LLz O O O co ''� �" _. �`yl.�%1 N � z �' oF>1 U) p - Q W ;t w U T 1 0- z z 0 o oz s UO F O p Y.1 w w� =w ~0 Z � w0 QU z p Of L.L Z p 0 m (� U(n c) Q � W _j °' z Z p Ou mr E U) Zp W �Fz�?�� o LLJ O G Z_ol--000 a 11 _j WEZIY8 c � W J (� � z� 0 0 ::) Q 00 : m v 0= z z z� F w w O a0 < o�<WzoE 0 2i a - W ZOW Of < 2 _j J ~ W z F- W W O C/) 0 p U Lu Z �} z o T 0 I" 0 J w V% W W W > 2 Z fn c~n WOW a J O. W I-_ U r o LLI W Y 1/4"=1'-0" 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. p C14 Z 3 00% N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- SANFORD -STRUCT: DP/DJ QC CHECK: CC OFPAR.1�`� JOB No. PSQ-2171165 SCALE: AS INDICATED DOWEL PLACEMENT P LAN DATE: 07/20/17 1/4"=1'-0" 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. NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND I )NNECT FT4 TO LVL I SIMPSON HHUS28-2 5.25x16 OTTOM )) 9'-4" WALL LEGEND = 9'4" T.O.M. 11MEM = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ® = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. E PVQORD FIRST FLOOR FRAMING PLAN 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 1/4"=1'-0" W o o Q 2 z OLL z IQ LIJ _1 O zW O 0 o w H Oo w cf) Cr d w (D 5 U a0 oLU LU W Oz a W LULL U 0 rm Q EE W a N M ��®�q�aa®►rt �ra�t�,�s��r� � C)i U as O aaaoeaoo3®�.�i,�9f�-'� Lu V Q C�J.00j� �'-v'E(�LLco I O M oW qj ® 0a�= Z Lj Q Of ILL tea O: LL z O > O O d ^ O GLH co Ld 'IT CIA U U Q o Of U e_ z 1 p ] O Q 7 - Lu w Or w0 2 0� U Z O�lyO O z O 0 H 0 O p Q W Lu wL =w t- 0 �0 z w0 QU z a� J �m � z o 0 o� Q w -101 z Z 0 -OL co E �ZF- o p 06 w cn L rn w F -Z -LL_ r a (j) (D QOuj y O Q zO1=0UC IL N w z v JcqC�Zofo 0 OQ O O z H C) in :E i a Q OQ¢wzz E OJ �U�wO�� O O < LL N Q a 3 W O z0wNQ LLI O U T_ I— H o �- z — W V) W _ _ C7 LL O o U W Z .0 T- W W O� o o > O � Cj) LU W J W 11 F W Oaw O = Z N U)i WOW Q W J W W z -3 U g W W Y CO 0 O C14 Z w >- ~ In d 04 — BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DP/DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 S5C H2x6 H2x6 h2XP5 H2x6 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND 0 = 9'-4" T.O.M. 111EM = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ® = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 2x4 SPF #1/#2 1 16" O.C. MAX 16" O.C. MAX 1 9'-0" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX I 9'-4" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX I 10'-0" I 2x4 SPF #1/#2 I 16" O.C. MAX I 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 1 II TINAATF WINin CDrr_n- lAn RADW "Dn Q1 IDC- R STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ^ O\LD1NC S f { ANFORD Q z O U) W z I—J z U) O FKo o W �W (Dz W <_ U ¢U ° (n (D z as z Q HLU m Q Ui W a N (h U �111111if//��✓✓ � �, y✓�✓✓ Ca ui o,000a000, 0�� ✓� � d Wi d Z 'fig>z e.l m Q U Lu ry O Mea•- M U Lu W d U AGO U O z Z ° —❑ o_ MM ~ Q W O W t W O U O z O J Z m ( Fn C o v Z W J QOwrNi� E 06 W Z o J C7QOo �Vi_= ZUF-❑Uco CL ho�wz`D (D OM U)❑ M� U)� E CZ ZQj�jFWzE G 0 �U=O < ON a a 3 W Z O W Cq N U L I— Fj i-— H F_ 0 _ W 0 C7 Od U Z tet' O r / O 1� WW o, W w O:i W = Z W W �Wa U w Cn m p O o= a) a N BLDG DESIGN: --- STRUCTURAL ENG: MCD -DESIGN: �O�7G 1 O J4 fjI�1J ch � y U., -� o '-J < '.� 7- ° �H Z O U:. z C u1❑ a DATE o U Lu W d U AGO U O z Z ° —❑ o_ MM ~ Q W O W t W O U O z O J Z m ( Fn C o v Z W J QOwrNi� E 06 W Z o J C7QOo �Vi_= ZUF-❑Uco CL ho�wz`D (D OM U)❑ M� U)� E CZ ZQj�jFWzE G 0 �U=O < ON a a 3 W Z O W Cq N U L I— Fj i-— H F_ 0 _ W 0 C7 Od U Z tet' O r / O 1� WW o, W w O:i W = Z W W �Wa U w Cn m p O o= a) a N BLDG DESIGN: --- STRUCTURAL ENG: MCD 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. DP / DJ CC PSQ-2171165 AS INDICATED 07/20/17 1/4"=1'-0" I S7C -DESIGN: -STRUCT: r_ QC, CHECK: y -� JOB No. '.� SCALE: ROOF FRAMING PLAN DATE 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. DP / DJ CC PSQ-2171165 AS INDICATED 07/20/17 1/4"=1'-0" I S7C GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER ASA STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/in' U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc li= 3000 Fc li= 2100 Fc 1= 450 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT -CLAY TILE ROOF COVER) " DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: "DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF/ 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOOPS = 15 PSF . B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDITT BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN, 7" EMBEDMENT. -1/2"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 <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS D E SPEC SLIP CRITICAL SC SHALL BEAT "SNUG TIGHT" CONDITION AS DEFINE IN THE ( ) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 O DOWEL PLACEMENT PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-) VALUE DENOTES SUCTION AREA O4 O5 S6 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 S7C (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 SD2 (+) 19.0 (+) 19.0 50 (-) 20.8 () 23.9 100 (+) 18.0 (+) 18.0 GENERAL DETAILS H 19.8 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" 2 -STORY DETAILS ° (+) 18.4 + ST1 (-) 20.9 (-) 19.7 z ~ O WIND PRESSURE/ SUCTION DIAGRAM 5d4j 4 5 MM W STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR ATYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET I SHEET TITLE SC STRUCTURAL NOTES z O S1C FOUNDATION PLAN o < S2C O DOWEL PLACEMENT PLAN Z IY a S3 FOUNDATION DETAILS a S4C of LINTEL PLANLi (D Q O r r c ZU�o��� o S5C O FIRST FLOOR FRAMING PLAN Q S6 NOTES & CONNECTOR LEGEND T_ J -) 1= O z V C S7C ROOF FRAMING PLAN w SD1 GENERAL DETAILS � o O SD2 GENERAL DETAILS o 4- SD3 GENERAL DETAILS M < O SD4 GENERAL DETAILS a- SD5 2 -STORY DETAILS SD6 2 -STORY DETAILS ° z ST1 GENERAL STAIR DETAILS ° WI _ IL_IL_ a W 2 z O� O z i<w O Z C0 0 � oO w 00 o �5 d w U > J <_ �� U Q U LU LL) w w U Q I=- m a LU a N V +o,,kOW111111°j U) °°✓i w V .�V °mmommm°mm n- °�ii/j°�✓ OD ✓m�rn iL 6mm�w �Lu �.� Z z v U O; J _ w vo U U d < Om 'Z0 `r�� ui 0 z J MX1 In LL a�::) >O z O m2 (D r - < t1J J n J Z IY a Z 1 r- E ��Z_LL01 o (o Lu Z (D Q O r r c ZU�o��� o � f�(f�J N U o J -) 1= O z V C IY z Lu U) C) o 4- wyj < O 0 z oN Jlti3O O � O m Q z ~ O 01- < MM W O p Lu wL F- W H-11: O wO U Q a�::) (f) z O m I SCALE: AS INDICATED (D r - < t1J J n J Z o Z 1 r- E ��Z_LL01 o Q Lu Z (D Q O r r c ZU�o��� o � O ���Z�o 0 J 0_ U MASTER UPDATES NUMBER I DATE I DESCRIPTION I INTIALS 1 3/1/2017 CREATED ELEV A, B, & C DP 2 4/24/2017 ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE DP BEDROOM #5 OPT AND LOT STANDARD, & QC CLEAN UP RECORD COPY J�ING F0"0 EPA h2. 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. z z 120 o D z �- 3:w Uw J Q I- LI1/ L1J W LU L '^ 2 CO 3: U) U Z d' O r' II- ~ Q 0 LLIW J W W W 2 Z W W W LU U b ch W m 0 � >Z.. a- 0- N BLDG DESIGN: --- STRUCTURAL ENG: MCI -DESIGN: --- -STRUCT: DP / DJ I QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 SC FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND D ROOF SHEATHING PER PLAN- ATTACH PER NAILING SCHEDULE WALL LEGEND 0 = 9'4" T.O.M. ® = 10'-8" T.O.M. TYPICAL TRUSS TO FRAME Lu CONNECTION, SEE r STANDARD CONNECTOR W NOTES BEARING SEE PLAN - � PRE-ENGINEERED SEE ARCHITECTURAL ROOF TRUSSES ct 24" PLAN FOR OVERHANG O.C. INFO 'Q MIN. ASTM F1554 GRADE 36 Fy=36ksl & FU=58ksl, 112" THREADED ROD FROM DOUBLE DOUBLE 2X8 SPF #2 "TOP PLATE "TO CMU, MAINTAIN MIN. 7" EMBEDMENT INTO CMU USING SIMPSON CONTINUOUS TOP SET -XP EPDXY OR EQUAL SPACED @ 32" O.C. AND 6" FROM ENDS. IF THE THREADED PLATE ROD IS NOT INSTALLED CONTINUOUS FROM TOP PLATE TO CMU BELOW, THE CONTRACTOR MAY INSTALL A MIN, SIMPSON CNW1/2 COUPLER NUT W( WITNESS HOLES OR EQUAL 2x8 SPF #2 MID -POINT BLOCKING TOE NAILED EACH END W1(3) 12d O NAILS, U,N,O, 2x8 SPF # 2 STUDS @ - 16" O.C. U.N.O, EXTFINISH �\ PE DESIGN PLAN ERS LAN EXTERIOR WALL SHEATHING AND NAILING PER PLAN 1-3/4" MINI. 2x8 SYP#2 P.T. ---� SILL PLATE i-. BEARING 1-3/4" MIN. CLEAR FROM CENTER OF 1t2" THREADED ROD TO EXTERIOR FACE OF CMU MASONRY WALL AND REINFORCEMENT PER PLAN ROOF SHEATHING PER PLAN- ATTACH PER NAILING SCHEDULE MSTAM24 EACH STUD TO WALL (@ 16" O.C. MAX) (9)10d NAILS AND (5)114" x 3-1/4" TAPCONS PER STRAP ALIGN FURRING STRIP BELOW vw/ 2x4 STUD ABV, & ATTACH FLAT STRAP TO CMU w/ 114"x3-1/4" LONG TAPCONS 1x2 P.T. FURRING ATTACH BOTTOM PLATE TO CMU BELOW USING (2) 114•' TAPCONS OR EQUAL @ 12' O.C, MAINTAINING A MINIMUM 2" EMBEDMENT INTO THE CMU, THE CONTRACTOR SHALL VERIFY THE BOTTOM PLATE IS FASTENED TIGHT TO THE CMU, FOR SINGLE PLATE TO CMU: IF J -BOLTS ARE INSTALLED @ 32" O.C, & 6' FROM ENDS AND PLATE SPLICES, THE TAPCONS AS DETAILED ABOVE ARE NOT REQUIRED, 'TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES 'T FT TO LVL 'SON IJS28-2 l BEARINGAL SEE PLAN PRE-ENGINEERED SEE ARCHITECTURAL ROOF TRUSSES @ 24' PLAN FOR OVERHANG © O.G. INFO DOUBLE 2X4 SPF #2 N MIN, ASTNI F1554 GRADE 36 Fy=36Ksi & FU=59Ksi, 112" THREADED ROD FROM DOUBLE CONTINUOUS TOP TOP PATE TO CMU, MAINTAIN MIN. 7" EMBEDNIENT INTO CMU USING SIMPSON PLATE SET -XP EPDXY OR EQUAL SPACED @ 32" O•C, AND 6" FROM ENDS, IF THE THREADED ROD IS NOT INSTALLED CONTINUOUS FROM TOP PLATE TO CNIU BELOW, THE 24" LONG 1,5132" CONTRACTOR MAY INSTALL A MIN, SIMPSON CNW112 COUPLER Nu -r WI WITNESS 6 PLYWOOD GUSSET ON HOLES OR EQUAL EA. FACE OF EA. STUD. M (2) 8d NAILS @ 4' o.c 2x4 SPF #2 MID -POINT STAGGERED BLOCKING TOE NAILED / EACH END W1(3) 12d NAILS, U.N.O. -+ 12' LONG 15132" MIN. 2x4 SPF k2 STUDS — ._ PLYWOOD GUSSET ON (chi f6' O.C., U.N.O. EACH FACE OF EACH STUD. (2) 8d NAILS @ EXTERIOR FINISH 4" O.C• STAGGERED PER DESIGN PLAN 24" LONG 15/32" EXTERIOR WALL PLYWOOD GUSSET ONl SHEATHING AND EA. FACE OF EA. STUU. NAILING PER PLAN \\\\ (2) 8d NAILS 0 4' O.C. ATTACH EACH BOTTOM PLATE TO CMU BELOW USING (2) 114" 1-3/411 STAGGERED TAPCONS OR EQUAL @ 12'O.C, MAINTAINING AMINIMUM '2' MIN.EMBEDMENT INTO THE CMU. 'THE CONTRACTOR SHALL BE �i RESPONSIBLE TO VERIFY ALL PLIES OF THE BOTTOM PLATE ARE 2x4 SYP#2 P•T. r+ NAILEUIFASTENEUTIGHT TO EACH OTHER AND ALSO TIGHT TO 'THE SIL! PLATE NOT � NOTE TO CONTRACTOR: IF 2X8 SYP #2 P.T. BOTTOM PLATE IS BEARING - -- INAI L1.124 EACH STUD TO INSTALLED WITH 2X4 SYP 92 BOTTOM PLATES ABOVE FOR DOUBLE SEE PLAN PlALL (�a71a""" O.C. MAX) INALL FRAMING, INSTALL (2) 1/4" X6- TAPCONS OR EQUAL c@ 12" O.C. (9)'10d NAILS AND (5) 114THRU DOUBLE BOTTOM PLATE'TO CMU BELOW 1-3/4" MII'L CLEAR FROM J x 3-1/4" TAPCONS PER CENTER OF 112' STRAP THREADED ROD TO ALIGN FURRING STRIP EXTERIOR FACE OF CMU i BELO'M w/ 2x4 STUD ABV, MASONRY WALL AND J! & ATTACH FLAT STRAP TO REINFORCEMENT PER CIU w/ 114"x3-114" LONG PLANT TAPCONS 1x2 RT. FURRING WALL SPLICE DETAILS W1 DOUBLE STUDS REV MjIM = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. 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. .++�+�s�ilildpa rn aaaa w O co 9®iy� W .� Z �o� v O C �uWN - Ij N z i� k�Q U c� o Q y`i'p°° �'�oa } 0 a w0 Pq ���� m i � !�lliil 1►aee°� z O r � > o O W y a O %b LLTji U o h O z � Z U I ­_p oF>O Q w LL CD p1 Z cN BJ�y o O z 0 H O 0FD am O p W w� =w I— p �C) z Lu OZ Qo J E5 n Z O m (� C� Q �/ Lu ZZ �WM� E �O z o p °6 Iw_ Z UQ2 rc6 O ZOH]Oco J O W—F-�� o 1121� O D Q O O a- m ZILL o_ zZF-~Ww E Q O� Q w z o O (�2iELL� p Q 3: 0 < p O LL Q- W OZ O N Q LL z W U) W H = _ :!; U) LL O p U Lu Z q U) o N O WIJJ 0 WW W > O LU = Z C0 Q W OW 11 zLU U LU LU m p S2 O NZ ~ d IL (N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: -STRUCT: DP/DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 1 114"=1'-0" I S 5 C Lu �: r �: W � m � Q^ O 00 m O 'Q p IJ O O d O LL J Q w < w o LL 2 0 O z z z � O I U' < LL 0 Q J z Oz Cf) Q� O cc o O w Of IL O y w 0 > Y Q w T: U 0 Q c) °a (9 w L1 I LU LLJ a O LU w Q 0 S F m Q LL cr _ W a N M d w J .++�+�s�ilildpa rn aaaa w O co 9®iy� W .� Z �o� v O C �uWN - Ij N z i� k�Q U c� o Q y`i'p°° �'�oa } 0 a w0 Pq ���� m i � !�lliil 1►aee°� z O r � > o O W y a O %b LLTji U o h O z � Z U I ­_p oF>O Q w LL CD p1 Z cN BJ�y o O z 0 H O 0FD am O p W w� =w I— p �C) z Lu OZ Qo J E5 n Z O m (� C� Q �/ Lu ZZ �WM� E �O z o p °6 Iw_ Z UQ2 rc6 O ZOH]Oco J O W—F-�� o 1121� O D Q O O a- m ZILL o_ zZF-~Ww E Q O� Q w z o O (�2iELL� p Q 3: 0 < p O LL Q- W OZ O N Q LL z W U) W H = _ :!; U) LL O p U Lu Z q U) o N O WIJJ 0 WW W > O LU = Z C0 Q W OW 11 zLU U LU LU m p S2 O NZ ~ d IL (N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: -STRUCT: DP/DJ QC CHECK: CC JOB No. PSQ-2171165 SCALE: AS INDICATED DATE: 07/20/17 1 114"=1'-0" I S 5 C