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114 SUNRISE CT -NEW QUAD 2015CONTACTS PROJECT OWNER: BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 904-241-1222 ARCHITECT: J U L IAN N E N. OVE RBY, RA 2452 PULLIAN STREET JACKSONVILLE BCH, FL 32250 jnoverby@att.net 904-704-8628 ph r, DRAWING INDEX ARCHITECTURAL DRAWINGS A-001 TITLE SHEET AND CONTACT INFORMATION A-101 FIRST FLOOR PLAN AND GENERAL NOTES A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN .A-104 ROOF PLAN A-105 FIRST FLOOR ELECTRICAL, LAYOUT PLAN A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN A-200 EXTERIOR ELEVATIONS A-300 WALL SECTIONS AND DETAILS A-301 STAIR SECTION AND DETAIL S t \ - _ y FILE COPY REVIEWED FOR CODE COMPLIANCra CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED l3Y: Z 4911 BUILDING CODE SUMMARY CODE JURISDICTION: DUVAL COUNTY 2010 FLORIDA BUILDING CODE OCCUPANCY CLASSIFICATION: R: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (35I -Off). BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'41 BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 PLdtian Street .Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. Ill -4621 ® �. w I ems' �/ 102 SU RISE COURT (UNIT 'A') 106 SU RISE COURT (KNIT 'B') 110SU RISE COURT (UNIT 'Cl) 114 SU_ RISE COURT (KNIT ATLANTIC BEACH, FL 32233 Z Z UADPLEX BUILDING TYPE D :3 2 STORY, 3 BEDROOM D ATTACHED SINGLE FAMILY HU��ES -�-F PERMIT SET DAT ISSUED; FEBRUARY 16, 2015 w_ AREA.CALCULATION SUMMARY BUILDING AREA (A) BUILDING AREA (B) FIRST FLOOR A/C: 565 SQ FT. FIRST FLOOR A/C: 779 SQ FT. SECOND FLOOR A/C: 605 SQ FT. SECOND FLOOR A/C: 553 SQ FT. TOTAL A/C: 11332 SQ FT. SQ FT. TOTAL A/C: 1,170 GARAGE: N/A GARAGE: N/A U FRONT PATIO: 120 SQ FT. FRONT PATIO: 99 SQ FT. REAR PATIO: 55 SQ FT. REAR PATIO: 41 SQ FT. STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING AREA (C) BUILDING AREA (D) FIRST FLOOR A/C: 658 SQ FT. FIRST FLOOR A/C: 565 SQ FT. SECOND FLOOR A/C: 569 SQ FT. SECOND FLOOR A/C: 605 SQ FT. TOTAL A/C: 1,170 SQ FT: SQ FT. TOTAL A/C: 17227 GARAGE: N/A GARAGE: N/A D FRONT PATIO: 82 SQ FT. FRONT PATIO: 120 SQ FT. REAR PATIO: 48 SQ FT. REAR PATIO: 55 SQ FT. STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. LOT AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004-704.4 O O DRAWING INDEX ARCHITECTURAL DRAWINGS A-001 TITLE SHEET AND CONTACT INFORMATION A-101 FIRST FLOOR PLAN AND GENERAL NOTES A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN .A-104 ROOF PLAN A-105 FIRST FLOOR ELECTRICAL, LAYOUT PLAN A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN A-200 EXTERIOR ELEVATIONS A-300 WALL SECTIONS AND DETAILS A-301 STAIR SECTION AND DETAIL S t \ - _ y FILE COPY REVIEWED FOR CODE COMPLIANCra CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED l3Y: Z 4911 BUILDING CODE SUMMARY CODE JURISDICTION: DUVAL COUNTY 2010 FLORIDA BUILDING CODE OCCUPANCY CLASSIFICATION: R: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (35I -Off). BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'41 BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 PLdtian Street .Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. Ill -4621 ® �. w I ems' �/ � M I Z Z Z Z D :3 D D -�-F w_ ® 0 U U U LU Uj LLJ Lu w Cl) U)Wv Z Z Z Z Z D =) n Cl) Nt0Q44* Q O O r r r r r r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE "TITLE SHEET AND SITE PLAN SHEET NUMBER PERMIT SET KA 3 WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-R103.8) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED Q)ag THE FACE OF THE MOUNTING FLANGE. f � STEPS OIN WATER SHEDDNG FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q APPLY SILL FLASHING (4o 69 0 APPLY DEAD OF 5EALA14T AT BACK OF WINDOW FLANGE TO HEAD 4 BOTH JAM05. APPLY A DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. W SET WINDOW U51NG PAN HEAD 81-REA TO FACILITATE N5FECTION, ©APPLY JAMB FLASHING ® APPLY DEAD OF SEALANT AT HEAD 3 APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE © SEALANT BEAD BEHIND MOLINTING FLANGE. 8EAL THE WINDOW FRAME TO OPENING. APPLY A V NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. ©J__.. LASHING APPLY CONT. SEAL TO THE MOUNTING; FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLA6HM 60E6 OVER SEALANT). - SECTION A THROUGH WINDOW JAMB FLA6H:NG SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. °A 1 OVER DDIAGRAAGONAL GUT - SEE/SECURE WRB A7 HEAD FLASHING A7 HEAD EXTENDS 1" BEYOND JAMB � IHFLA6HING. a 01 /I' / / EAI� FLA9 �4NG SEALAN �/� f / / / EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT), EMEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. EXTEND JAMB FLASHING TO i / OVERLAP SILL FLABHNG. TUCK TOP I � �� y/ � I / OF JAMB FLA941NG UNDER THE FLAP a WRB AT THE HEAD.: SEE DIAGRAM. ©VIII'/ f \` I / / SEALANT - OF I\ FLASHING I J / SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, I \\ PLUMB, AND LEVEL CONDITION. USE CORRO8ION O I RESISTANT FASTENERS. FASTEN WINDOWS PER \ \ \ 0, /i ] i i WINDOW MANUFACTURER SPECIFICATIONS. 1 \ \ \ I WEATHER RI?515TAN7 5ARRIER -WRB 4 AT A 45 DEGREE ANGLE, CAREFULLY GUT THE I I BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE i TOP 6U R ACE � ENTER TO THE EXTERIOR E. INTERIOR VIEW O, TOP LEFT CORNER OF WINDOW _v / NOTES: 1. flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing 2. cover sill to at least depth of window, plus 2" onto face of wrt sloped surface (optional) 3. the pan shall direct water to the exterior over sill flashing -------sill plate 4. install flashing around remaining window unit weather resistive barrier to form water shedding laps see note #2 N SILL PAN FLASHING weather resistive barrier NTS (optional) wall sheathing Prepared by BOAF First Coast Chapter 9-1"f-2fdi3 00 I D A-200 CD CV LO C) O N 1 N C) c 1 o 1'-0" C? c� d' O Q0 1 C) c1 Y) 16'-6" 4' 2" 12'-4" 3'-,0" PATIO 10'-6" 0 1 3052SH N EGRESS TRASH i & A/C UTILITY C) NT s' cLG. e BEDROOM #1 C) 73'-011 SEPARATION WALL C A-200 TRASH & A/C 10'-0" PATIO SEPARATION WALL BEACHES • HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ' ARCHITECT: 00 � 8'-6" s' CLG. �' 10'-8" 3'-8" 2'-2" • 9'-0" 11'-0" i 00 11'-0"CD 3'-6" N 61 00 p >= i CD O moi' 4 = m 2X6 WALL ROR SET C i i W C MIR \ I PATIO 2 CLG. 0" '42" VANITY = Ci. UTILITY ; PATIO - cl: I8' CLG. �00 42" VAN I 1 - I BATHROOM ti co 6'-4" 3'-10" 9'-10" 1 ` M • ;BATHROOM €I '�3'-2" a cLc�'-1" -2'-5" TRASH & A/C 06co O _ 5'11 \2'A 1G 1 1) �� 3068 k .. cfl' 51-411 31 II 5'-4' `� RASH & A/C 1 m 2 LG. 3 -2,1 - I I 11�On \ PRE -FAQ - r> o �cSET ` 'LG.- 3068 ,-- PRE/FAB Ch OW 3 x d aD - _. _ _ UTILITY SET U -� 3 X3 'd C R _ -r N � o I � I 1 0' _ ! UTILITY 8' CLG. \\ T_ 0 CV CL p -' o O 2 CL R M CLO T CV o 8' CLG. o - U X6 WALL d 6'-0" co� " REF U O M m' r1� v1 U I REF 2X6 WALL 1 I 01 o u- L_, i 8' cL 0 I ``' `, M 1 REF O 9'-4" E A p d REF U = I c� _. R F LO �� _ PA TRY I I= O 3H R = Z o N O �8 CLG. p _ N '-2° I O = <C000 p C) -1 %� Z= S E11 IT1 11d Q m _1 LO CIO _ 8'-6" fn 37,1 81,1 LEAR a - O = o N in m U Lr_L CLEA KITCHEN m - I - �ANRY KITCHEN __3068 8'CLG. I o KiTCH�N I - - KITCHEN -1 . U 8' CLG. \3 6 - — 31 2 11 _ 12 in 8�— - - 8' CLG. 0 1 co BATH ROOM DW ° ° O p — _ p O I ° ° D \ BATHROOM M N 8' CLG. w C) U U w p - �_ I l l� N CD � _ � 8' CLG. o O - --_- _ - _ - _ j� 0 ' HVAC ? LLQ 1 O O > HVAC IO DW ° O O° DW O m H- N N M I I I I 1 2X6 WALL . �'- ' LG. I �'-a' G. 2 -6 71-411 4 -2 2XG WA WH H AC 4'_21 7'-011 21_61 W ------- ------ --WH HVAC WH LU p o0 3'-10" 4'-2" 5'-811 2'-6" 2'-611 61.011 41-2' 3'-10" 00 ao MECH MECH (0w0 o>O0 �'s'cLG. 7'-8' CLG. o > N =O m CV p m - - O REAT ROOM 8 LO 8 GREAT ROOM 5T0 G 8' CLG. 8' CLG. TORAGE VAR ES 7 7 6 I 6 VARIES 4'- " 2'-211 - _ 2'-6" '-10" iv _ 5 _ja �d 5 N 8 `c T_ 4 11 �0 - URI 4 8 7 N 3 1(.0 _jp -1 �O 3 N 7 6 I-' QO �i QOI 6 5 Ja 2 ��_ I _ �� ( 2 ��t 5 4 I _ � 0 1 a GREAT ROOM GREAT ROOM ` ~CL 1 - o, I 4 3 I Q 00 _ 8' CLG. 8' CLG. N Q 00 3 2 2 IX� 1 a N(L 1 I _ N _ U) N \ 2 -�' - 0 LCV o C) \ A-300 C> `r ° /� d N N "' 2852SH '-2" 4'-0" 3 2 3 A-301 A-301 r� �J L _j I$ i UNIT'A' 2852SH V_ 2852SH 2852SH I 1_21 61_311 'C'O' - 2 / 3'-211 41.011 61.211 M \� A-300 00 o 2852 2852SH o f 2852SH 2862SR 6'-8" 3-2" 4f-011 21-811 r�r�2-8-0--8L�ff L_J L 10'-0" , 1'-011 11-011 101-0" 10'-011 FRONT PORCH FRONT PORCH r -i r -I �J LD 1'-0" 11.011 11.011 1'_011 FI ST F A-101 SCALE: 1/4" = V-0" d' UNIT'B' FL PLAN UNIT'C' A A-200 M UNIT'D' W C) 0 N M Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.nct FL. AR 0017060 . FL. ID -4621 ABBREVIATIONS: m m � GENERAL NOTES: AC AIRCONDITIONER OHC OVERHEAD C BINETS UC UNDERCOUNTER 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. AFF ABOVE FINISHED FLOOR OPNGOPENING Z VOL VOLUME Z AHU AIR HANDLER UNIT OPT OPTIONAL > WC WATER CLOSET CH COUNTERTOP HEIGHT R&S CLOTHES ROID AND SHELF WD WOOD BLOCKING NOTES: DR DOOR REF REFRIGERATOR WH WATER HEATER 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DW DISHWASHER SD SMOKE DETECTOR BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. FLR FLOOR SGD SLIDING GLASS DOOR - 1 LIJWWW� HB HOSE BIB SH (#) SHELVES (QUANTITY) D CO Cl) Cl) STAIR NOTES: MC MEDICINE CABINET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR Z Z Z Z 2. RISERMADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) S MTL METAL ♦/� V♦ Cl)M V ♦ 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED N (.0 O �SEPARAWALL ON 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 0 0 r r r r 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS r MEASURED FROM NOSE OF TREAD. 20'-0" WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-R103.8) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED Q)ag THE FACE OF THE MOUNTING FLANGE. f � STEPS OIN WATER SHEDDNG FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q APPLY SILL FLASHING (4o 69 0 APPLY DEAD OF 5EALA14T AT BACK OF WINDOW FLANGE TO HEAD 4 BOTH JAM05. APPLY A DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. W SET WINDOW U51NG PAN HEAD 81-REA TO FACILITATE N5FECTION, ©APPLY JAMB FLASHING ® APPLY DEAD OF SEALANT AT HEAD 3 APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE © SEALANT BEAD BEHIND MOLINTING FLANGE. 8EAL THE WINDOW FRAME TO OPENING. APPLY A V NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. ©J__.. LASHING APPLY CONT. SEAL TO THE MOUNTING; FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLA6HM 60E6 OVER SEALANT). - SECTION A THROUGH WINDOW JAMB FLA6H:NG SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. °A 1 OVER DDIAGRAAGONAL GUT - SEE/SECURE WRB A7 HEAD FLASHING A7 HEAD EXTENDS 1" BEYOND JAMB � IHFLA6HING. a 01 /I' / / EAI� FLA9 �4NG SEALAN �/� f / / / EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT), EMEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. EXTEND JAMB FLASHING TO i / OVERLAP SILL FLABHNG. TUCK TOP I � �� y/ � I / OF JAMB FLA941NG UNDER THE FLAP a WRB AT THE HEAD.: SEE DIAGRAM. ©VIII'/ f \` I / / SEALANT - OF I\ FLASHING I J / SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, I \\ PLUMB, AND LEVEL CONDITION. USE CORRO8ION O I RESISTANT FASTENERS. FASTEN WINDOWS PER \ \ \ 0, /i ] i i WINDOW MANUFACTURER SPECIFICATIONS. 1 \ \ \ I WEATHER RI?515TAN7 5ARRIER -WRB 4 AT A 45 DEGREE ANGLE, CAREFULLY GUT THE I I BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE i TOP 6U R ACE � ENTER TO THE EXTERIOR E. INTERIOR VIEW O, TOP LEFT CORNER OF WINDOW _v / NOTES: 1. flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing 2. cover sill to at least depth of window, plus 2" onto face of wrt sloped surface (optional) 3. the pan shall direct water to the exterior over sill flashing -------sill plate 4. install flashing around remaining window unit weather resistive barrier to form water shedding laps see note #2 N SILL PAN FLASHING weather resistive barrier NTS (optional) wall sheathing Prepared by BOAF First Coast Chapter 9-1"f-2fdi3 00 I D A-200 CD CV LO C) O N 1 N C) c 1 o 1'-0" C? c� d' O Q0 1 C) c1 Y) 16'-6" 4' 2" 12'-4" 3'-,0" PATIO 10'-6" 0 1 3052SH N EGRESS TRASH i & A/C UTILITY C) NT s' cLG. e BEDROOM #1 C) 73'-011 SEPARATION WALL C A-200 TRASH & A/C 10'-0" PATIO SEPARATION WALL BEACHES • HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ' ARCHITECT: 00 � 8'-6" s' CLG. �' 10'-8" 3'-8" 2'-2" • 9'-0" 11'-0" i 00 11'-0"CD 3'-6" N 61 00 p >= i CD O moi' 4 = m 2X6 WALL ROR SET C i i W C MIR \ I PATIO 2 CLG. 0" '42" VANITY = Ci. UTILITY ; PATIO - cl: I8' CLG. �00 42" VAN I 1 - I BATHROOM ti co 6'-4" 3'-10" 9'-10" 1 ` M • ;BATHROOM €I '�3'-2" a cLc�'-1" -2'-5" TRASH & A/C 06co O _ 5'11 \2'A 1G 1 1) �� 3068 k .. cfl' 51-411 31 II 5'-4' `� RASH & A/C 1 m 2 LG. 3 -2,1 - I I 11�On \ PRE -FAQ - r> o �cSET ` 'LG.- 3068 ,-- PRE/FAB Ch OW 3 x d aD - _. _ _ UTILITY SET U -� 3 X3 'd C R _ -r N � o I � I 1 0' _ ! UTILITY 8' CLG. \\ T_ 0 CV CL p -' o O 2 CL R M CLO T CV o 8' CLG. o - U X6 WALL d 6'-0" co� " REF U O M m' r1� v1 U I REF 2X6 WALL 1 I 01 o u- L_, i 8' cL 0 I ``' `, M 1 REF O 9'-4" E A p d REF U = I c� _. R F LO �� _ PA TRY I I= O 3H R = Z o N O �8 CLG. p _ N '-2° I O = <C000 p C) -1 %� Z= S E11 IT1 11d Q m _1 LO CIO _ 8'-6" fn 37,1 81,1 LEAR a - O = o N in m U Lr_L CLEA KITCHEN m - I - �ANRY KITCHEN __3068 8'CLG. I o KiTCH�N I - - KITCHEN -1 . U 8' CLG. \3 6 - — 31 2 11 _ 12 in 8�— - - 8' CLG. 0 1 co BATH ROOM DW ° ° O p — _ p O I ° ° D \ BATHROOM M N 8' CLG. w C) U U w p - �_ I l l� N CD � _ � 8' CLG. o O - --_- _ - _ - _ j� 0 ' HVAC ? LLQ 1 O O > HVAC IO DW ° O O° DW O m H- N N M I I I I 1 2X6 WALL . �'- ' LG. I �'-a' G. 2 -6 71-411 4 -2 2XG WA WH H AC 4'_21 7'-011 21_61 W ------- ------ --WH HVAC WH LU p o0 3'-10" 4'-2" 5'-811 2'-6" 2'-611 61.011 41-2' 3'-10" 00 ao MECH MECH (0w0 o>O0 �'s'cLG. 7'-8' CLG. o > N =O m CV p m - - O REAT ROOM 8 LO 8 GREAT ROOM 5T0 G 8' CLG. 8' CLG. TORAGE VAR ES 7 7 6 I 6 VARIES 4'- " 2'-211 - _ 2'-6" '-10" iv _ 5 _ja �d 5 N 8 `c T_ 4 11 �0 - URI 4 8 7 N 3 1(.0 _jp -1 �O 3 N 7 6 I-' QO �i QOI 6 5 Ja 2 ��_ I _ �� ( 2 ��t 5 4 I _ � 0 1 a GREAT ROOM GREAT ROOM ` ~CL 1 - o, I 4 3 I Q 00 _ 8' CLG. 8' CLG. N Q 00 3 2 2 IX� 1 a N(L 1 I _ N _ U) N \ 2 -�' - 0 LCV o C) \ A-300 C> `r ° /� d N N "' 2852SH '-2" 4'-0" 3 2 3 A-301 A-301 r� �J L _j I$ i UNIT'A' 2852SH V_ 2852SH 2852SH I 1_21 61_311 'C'O' - 2 / 3'-211 41.011 61.211 M \� A-300 00 o 2852 2852SH o f 2852SH 2862SR 6'-8" 3-2" 4f-011 21-811 r�r�2-8-0--8L�ff L_J L 10'-0" , 1'-011 11-011 101-0" 10'-011 FRONT PORCH FRONT PORCH r -i r -I �J LD 1'-0" 11.011 11.011 1'_011 FI ST F A-101 SCALE: 1/4" = V-0" d' UNIT'B' FL PLAN UNIT'C' A A-200 M UNIT'D' W C) 0 N M Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.nct FL. AR 0017060 . FL. ID -4621 PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE FIRST FLOOR PLAN GENERAL NOTES SHEET NUMBER A=1 01 \� PERMIT ,O �,�� SET QO�VOM m m � F_I_I_h-N Z Z Z Z M M > > > J F_ F_ F_ F LL 0000 VVVVLL1 1 LIJWWW� L0 D CO Cl) Cl) to (, Z Z Z Z Z ♦/� V♦ Cl)M V ♦ V♦ N (.0 O � 0 0 r r r r r r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE FIRST FLOOR PLAN GENERAL NOTES SHEET NUMBER A=1 01 \� PERMIT ,O �,�� SET GENERAL NOTES: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. BLOCKING NOTES: 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. STAIR NOTES: 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. ABBREVIATIONS: AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT CH COUNTERTOP HEIGHT DR DOOR DW DISHWASHER FLR FLOOR HB HOSE BIB MC MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD CABINETS OPNGOPENING OPT OPTIONAL F R&S CLOTHES ROD AND SHELF REF REFRIGERATOR SD SMOKE DETECTOR 0 SGD SLIDING GLASS ao R&S CLOTHES ROD AND SHELF REF REFRIGERATOR SD SMOKE DETECTOR SGD SLIDING GLASS DOOR SH (#) SHELVES (QUANTITY) 20'-0" UC UNDERCOUNTE SEPARATION 16'_6" (SEPARATION VOL VOLUME WC WATER CLOSET Z WD WOOD Z WH WATER HEATER M 73'-0" y I WIT'A' ri SE OND FLOOR PLAN_ A-102 SCALE: 1/4" = 1'-0" UNIT'B' UNIT'C' UNIT'D' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street ,Jacksonville Beach, Florida 32250 Al 904-704-8628 Email: jnovcrby@att.net FL. AR -0017060 . FL. Ill -4621 �1 �'\ ED �1 6 20'-0" HH'I_I_N SEPARATION 16'_6" (SEPARATION 16'-6"SEPARATION 20'-0" Z Z Z Z M M WALL :3 WALL WALL 11... 11ii— F_ F I I I I I 0000 I V I I . V W WWW W m t�v�c�tnV iI F— Z Z Z Z Z I I I I M Cl)Cl) vn^ C N to 0 � O O r r r r � I I I � /61-61-1 I I � 6'-6" 6'-10" 6'-8" 6'-6" 3' 6" 6'-6" 3'-6" 6'-6" 6'-8" 6-10" 6'-61' ------------------------ — .. LF 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS 1 EGRESS EGRESS 9'-10" 10'-2" T' 131 --IN', 13'-4" 3' 2" 10'-2" ` ' 9'-10" BEDROOM #2 BEDROOM #1 BEDROOM #2 oo BEDROOM #3 U) 1 8 CttG:- ❑ = _ 8 ' CLG. _ ❑ 1 C/)BEDROOM #3 04 BEDROOM #2 U) 8' CI -G. 8' CLG. o p r o p i 8' CLG . 8' CLG. (n � 00 I I LO 00 Lo 00 n. LO co N N 3'-10" 3'-10" 3'-10" =1 > f. 3'-10" 068 �06� 068 \ / 306 ��6� 306 — —RIFOLD { :BEOLD_ 3�j� R&S �ATTIC� ACCESS - R&S F- I ❑ — — ATTIC =Z1 ❑ IAC ESS I R&S N �ATTIC� ACCESS l NeN R&S cn N _ 3068 _ ACCESS L_ --] °o � ❑ _� 00 -� _ - I 3068 \ N _ 3'-4" "� 3'-10" 31_811 2t_0ll 6,_$11 / 13 15 8Lo 10 � j LO 15 13 _ 6'-8" 2'-0" 3'-8" 3'-10" "' 3'-4"LID V/ 12 �_ �� _ �� N-1 3: 12 12 �_ �� m'. \� 0 15 /L/ 11 4._ 4' 0.. 15 , 14 14 EATHROOM v I v BATHROOM 13 8' CLG. 0.[ J = I o 0 1 a' 10 o� 9 6 `t' m O s' CLG. 1 ❑ 13 12 v❑ o 8 oa 3068 / 8 o i v 12 10 1 Cn 00 O 7 6 N / .-. 00 �_' / \ cV 7 00 o 6 p co -' co 1 VERIFY VERIFY 10 9 9 8 1 0 '� CTUB R.O. 5 � co0� _ - � 00 1� 5 co 2 ](��THROQM 0° 14 TUB R.O. N 8 4 "� 1 BATHRO I I\ 6 / 3 8' CLG. 8' CLG. 3 c000 6 5 1 j 0 / o VERIFY \ =VERIFY o / d �'� 0 " 5 4 cn C° O 0 LL in ' `� TUB R.O. \ - `� / Cn o O w U_ 4 3 j m N N m j 3 MASTER MASTER 2 BEDROOM BEDROOM 2 $' GLG. �� 11 �� 9 -4 3 -6 2 - �� 11 11 8 3 -6 9 -4 8' CLG. CLOSET ❑ CLOSET - coo 8' CLG. o O N" _ , U) I� CD_ O Nm 8' CLG. Io: �I 1 `n BEDROOM #3 0 ❑ 00 J 1 �I 1 ❑ 00 J - BEDROOM #2 CD0 1 (00 0 8'CLG. ----- R&S 81CLG. 0 U_ m 1 I CD U_ . ' m ---- R&S 2X6 WALL1 __2X6 WALL 3 52SH 6 -8„ 3052SH 3052SH 3052S „ 61-81f EGRESS WINDOWS o I - EGRESS WINDOWS c� ( o i 2X6 WALL 2X6 ALL 3052SH 3052SH WALLh 2X6 WALL EGRESS WINDOWS2X6 3052SH 3052SH EGRESS WINDOWS 3'-6" 6'-6" 114 6'-6" 3'-6" 6'-6" 10'-0” 3'-6" 6'-6"6'-6" 6'-6" 3'-6" " 10'-0 20'-0" 7/ 16'-6" 7K 7K 7K M 16'-6" 20'-0" 7z y I WIT'A' ri SE OND FLOOR PLAN_ A-102 SCALE: 1/4" = 1'-0" UNIT'B' UNIT'C' UNIT'D' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street ,Jacksonville Beach, Florida 32250 Al 904-704-8628 Email: jnovcrby@att.net FL. AR -0017060 . FL. Ill -4621 �1 �'\ ED �1 6 HH'I_I_N Z Z Z Z M M M :3 M J 11... 11ii— F_ F 0000 V V W WWW W m t�v�c�tnV F— Z Z Z Z Z D DDM M Cl)Cl) vn^ C N to 0 � O O r r r r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: _ SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER ZIT, I" SET SLAB NOTES: 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. I Y2" N 00 0 N M A. Y2" EXPANSION MT. SEPARATION CL SEPARATION, WALL WALL 20'-0" 16'-6" 16'-6" 16-5Y2" Y2/2�� LEGEND: 4" INDICATES A STEP-DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM DISTANCE DENOTED INDICATES SLOPED CONCRETE SLAB @ 1/8" SLOPE' PER FOOT (MIN) CLSEPARATION . WALL 20'-0" 811 r--- — — EQUAL — EQUAL , Y2"1 ,� Y2�� — 16 5Y2 o I x J -------------------- 77 ------------___-----IF--�-----------------� SLOPE wLL ELN Co I I I 131-011 11'-0" 1 I I I 11'-0" e I I ! I — — — — _ — — — — — — — — — — ------- --� - 3'-6" `\--------------� 8'-11 j2" %2" II I I \V I j2" 8'-11%2" i CL oi do Cf) C0 z I I p i= �I�I C? 110 w Iw 10 co `did I C/) 3� c� I -- -i N� O o-\ / I X. \0 g it I,I �\N-7 I X I I I I I I I I X ISI I I I'I � ISI +0'-0" I I I I I I +01-011 FINISHED I I I I I I FINISHED FLOOR I I I I FLOOR I I +01-0" I I +0V-0" FINISHED FINISHED I i FLOOR I , I FLOOR ! I ISI I I I'I L ------------ ----------J I I I F, �-------------------------J Ll I I � I I I I I _ N I I I I N W LU -0'-1/2" L------------------� I -0'-1/2" a_ O L — — — — — — — — — — — — — — — J O cn C N r , w FE] 19'-11" UNIT'A' 2 FOUNDATION PLAN A-103 SCALE: 1/4" = V-0" ❑ a -0'-1/2" 0 1" EXPANSION MT. 16'-5" UNIT'S' N_ 0'-1/2" w r LEI 0 ❑ ❑ ❑ 1" EXPANSION MT. 16'-5" UNIT'C' ❑o BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: 00 Julianne N. Overby, , RA y Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. ALL -0017060 - FL. ill -4621 N 00 �\ Q — Z �% m — Z 000w1 V — Z 0 — Z M N M = F F- W W w _ 0000 C)UL)UW W W W W m Z Z Z Z Z U) It/) 0 Cl) o NCflOd' r r r r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE FOUNDATION PLAN 0 Y2" EXPANSION MT. SHEET NUMBER A-1 03 PERMIT SET F ROOF NOTES: 1. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS - SEE STRUCTURAL DRAWINGS (2) 2x PLATES - SEE STRUCTURAL METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL R-19 BATT INSULATION HURRICANE ROD SYSTEM SEE STRUCTURAL DRAWINGS A S 0 A-102 SCALE: 4 FFIT DETAIL R-30 MIN. BLOWN -IN INSULATION 1/2" GYPSUM WALL BOARD. MUD AND TAPE ALL JOINTS AND FASTENER HOLES. SAND ALL SURFACES FLUSH. a Ct SEPARATION WALL_ --------------------- 12 12 3-�3 \FIBE� GLASS AS HALT SHINGLES LU `r --------- 12 N METAL ROOF 3 BELOW I NO PENETRATIONS \ �\ NO PENETRATIONS WITHIN 4'-0" OF THE \ / / / WITHIN 4'ti0 -.OF THE 2 HR. F REWALL�� \ 2 FIR. FIRS -WALL 04 I FIBERGLASS ASPHALT SHINGLES a f 4._0,. 4._0.. 4'-0" I �f 48" OFF RIDGE VENT s z o w RIDGE 12 000 4� I _r I � i 12 FIBERGLASS ASPHALT — — — — — — — — — — — — — ------ SHINGLES \` — :--- — N METALOOF BEL m ------------------------ METAL ROOF1 c14 BELOW UNIT A' UNIT'B' 2 ROOF PLA_ A-104 SCALE: 1/4" = 1'-0" Ct SEPARATION Cr SEPARATION WALL WALL 4' -0" ----- ----- — — — —� FIBERGLASS ASPHALT SHINGLES co r ---------------- I I I N �.12 ------ 3 METAL ROOF N ` BELOW z— — — — — — NO PENETRATIONS WITHIN 4'-0" OF THE 2 HR. FIREWALL - 48" OFF RIDGE VENT N 12 ��4 FIBERGLASS ASPHALT SHINGLES 04 \ I \ 4'-0" 4'-0" \ w ow 12 co o 4 Li FIBERGLASS I ASPHALT �I SHINGLES 1 I ---------- METAL ROOF cv �-- D BELOW — — — — — — — — — — — — — — — — — — — — — — — N METAL ROOF BELOW UNIT'C' UNIT'D' a. b*tat for Humanity BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 00="% 00=0% 0000=ft% F- F- F- F- N N ZZZZc� F— F_ F— F— W w 0000 VVVVuJ W W W W In Cn Cn 0 Cl) V w w w w F— Z Z Z Z Z Cl) v♦ V) Cn N (0 (D QQV � r qr� V r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE ROOF PLAN SHEET NUMBER A=1 04 PERMIT SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE -TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 20 XHHW AL ELECTRICAL METER AND 150 AMP BREAKER 3 CONDUIT, RUN TO POLE - EXTERIOR WALL - 150 AMP PANEL ELECTRICAL SERVICE RISER ELECTRICAL LEGEND �1 I� 110 VOLT DUPLEX OUTLET -WALL MOUNTED $ 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110V DUPLEX -GFCI OUTLET 110V DUPLEX -AFCI OUTLET RI& 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET - Z �- SWITCH - Z N M SWITCH -THREE WAY > ❑ —� PUSH BUTTON SWITCH ® DOOR BELL CHIMES F_ O--{ CABLE TELEVISION OUTLET - H -Y- LIGHT FIXTURE -CEILING MOUNTED 0 LIGHT FIXTURE -WALL MOUNTED w C'O SMOKE DETECTOR -CEILING MOUNTED = O� SMOKE DETECTOR -WALL MOUNTED n ® EXHAUSTFAN 0000Q © ELECTRIC PANEL QUICK DISCONNECT VVVVu.I FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE W W I� r lm i�m I zM�A rn I _ A-200 I aw AF � I WH H AC \ O I ---p LIGHT (PREWIRE FAN) I � f \ TOL -\ ABOVE - I 2 A-301 I❑� LJ 1 L�J UNIT'A' r- Io . . O03rn DIDm ? rn �LIGHT� (PRE FAN) v I I v ' ll I 2 A-300 METER 13REAKE R1 L.00ATIQ14 � , I �. O , l J G _ A0 0 Al' fI - HVA I VAC H i ----� — � — �---- W / ]�CO ► I t 0 I L(GHT I f I (PREWIRE FAN) LIGHT fLIGHT I (PREWIRE FAN) (PREWIRE FAN) I I ' I TO LIGHT f TO LIGHT ` ABOVE <1\ ABOVE 2 ' \ \> TO GHT :A-3:00 A OVE \\ 2 \ A-300 ► ' ' ��'/ , �-- LI L LJ Iff LJ UNIT'B' 1 FIRST FLOOR ELECTRICAL LAYOUT PLAN A-105 SCALE: 1/4" = 1'- " LJ LJ LJ L�J L�J L�J i UNIT'C' UNIT'D' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE FIRST FLOOR ELECTRICAL LAYOUT PLAN SHEET NUMBER A-1 05 PERMIT SET �1 I� �� - Z - Z - Z - Z N M > > J F_ F_ H H U. ¢5 W w m0 = n = n U 06J 0000Q VVVVu.I W W W L It/) to to to V Z Z Z Z Z C/) C0 cf) NCflOd' Q 0 r r r r r r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE FIRST FLOOR ELECTRICAL LAYOUT PLAN SHEET NUMBER A-1 05 PERMIT SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE -TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 20 XHHW AI ELECTRICAL METER AND 150 AMP BREAK[ 3" CONDUIT, RUN TO P( EXTERIOR' 150 AMP PANEL =RVICE RISER ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET -WALL MOUNT[ Julianne N. Overby, RA Architectural 110 VOLT DUPLEX OUTLET -WEATHER PROOF and Interior Design 110V DUPLEX -GFCI OUTLET 2452 PUllian 110V DUPLEX -AFCI OUTLET EI& 220 VOLT OUTLET -WALL MOUNTED Beach, Florida ► TELEPHONE OUTLET -(A- SWITCH -6,T- SWITCH -THREE WAY 0-1 PUSH BUTTON SWITCH ® DOOR BELL CHIMES O --i CABLE TELEVISION OUTLET 00=%% -Y- LIGHT FIXTURE -CEILING MOUNTED -Y { LIGHT FIXTURE -WALL MOUNTED Q SMOKE DETECTOR -CEILING MOUNTED H Qi SMOKE DETECTOR -WALL MOUNTED N ® EXHAUSTFAN - Z o ELECTRIC PANEL > > QUICK DISCONNECT > J FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE F_F_LL. (PRELI HT LIGHT/� i LIGHT/� G AFAF N) (PR I SAN) (P� I PAN) I ° E I TO WITC VIO O' ELOW i I =LOWLF / � I C C7:D • Lam/ 1 I LIGHT (PREWIRE FAN) 0 UNIT'A' 2SECOPJD FL_ �O6 SCALE: 1/4" = T-0" UNIT'B' OOR ELECTRICAL LAYOUT PLAN i I I I I F I s LIGHT LIGHT 4�\LIGHT� (PR<E IR AN) (PQ IR AN) (PRE FAN) I I LL_ F_ -I _ i o - \ o' ( \ / WITC =1 ` BELOW TO .10 WIT( I I I - LIGHT\�>�h. (PREWIRE FAN) UNIT'C' 0 A w e BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design JLdianne N. Overby, R.A. 2452 PUllian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 001=%% /00*% 00=%% F- H H H N - Z - Z - Z - Z N M > > > > J F_F_LL. W W W W 3: m m m m 0000 UUUULLJ W LU Lu w m to to Cl) Cl) V Z Z Z Z Z M M M :D Q U) C0 Cl) to H N (0 O qqT oo��a r r r r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE SECOND FLOOR ELECTRICAL LAYOUT PLAN UNIT'D' SHEET NUMBER A-1 06 PERMIT SET ELEVATION NOTES: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. 12 -----j4 4" WINDOW TRIM W/ 2"x2" HEAD TRIM - 12 �4 12 4L---- FIBERLASS ASPHALT SHINGLES +18'-7" A.F.F. +17'-7" A.F.F. TRUSS BEARING 5/4" x 6" TRIM 1"x4" TRIM 4" WINDOW TRIM HORIZONTAL SIDING 5/4" x 8" TRIM MTL. STANDING SEAM ROOF + 9'-5 1/2" A.F.F. + 8'-1 1/8" A.F.F. TRUSS BEARING STUCCO 6" TAPERED ROUND COLUMNS --- 5/4" x 6" TRIM +0'-0" F.F. FINISHED FLOOR 'IL MTL. STANDING SEAM ROOF P.T. 2x WOOD RAFTERS & GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) GLASS LIGHT EXTERIOR DOOR u MTL. STANDING SEAM ROOF P.T. 2x WOOD RAFTERS & GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) GLASS LIGHT EXTERIOR DOOR m. �Oab*itat for HUmanity@ BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net - FL. AR -0017060 . FL. ID -4621 PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-200 PERMIT SET Z Z Z Z M > > > > J F_ F_ F_ D D D V OOOOQ W W W W m v)cn Cl) 0C� OC OC F— Z Z Z Z Z > > =) =) Cl) tn tn tn_j N to 0 qq O O T- TMTM r T� T� PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-200 PERMIT SET ATTACH 2" METAL C—CHANNEL TO TOP OF GYPSUM LINER PANEL NOTE: NO ROOF PENETRATIONS WITHIN 4'-0" OF FIRE WALL CONTINUE X" GYPSUM WALL BOARD TO ROOF DECK NOTCHED AROUND WOOD TRUSS MEMBERS. APPLY INTUMESCENT COATING AT ALL PENETRATIONS. .063" USG ALUMINUM ANGLE CLIPS — SPACED AS REQUIRED R11/19 FIBERGLASS BATT INSULATION 23/32" T&G PLYWOOD SUBFLOORING GLUED AND SCREWED OVER PRE—ENGINEERED WOOD FLOOR TRUSSES PRE—ENGINEERED WOOD FLOOR TRUSS SEE STRUCTURAL DRAWINGS 063" USG ALUMINUM ANGLE CLIPS — SPACED. AS REQUIRED ATTACH 2" METAL CHANNEL TO CONCRETE SLAB W/ 'PASLODE' OR EQUIVALENT ANCHORS @ 24" O.C. MAXIMUM 2x SILL PLATE W/ FOAM SILL SEAL CL SEPARATION WALL 1 WALL SECTION A-300 SCALE: 1" = 1'-0" OSB SHEATHING, USE FIRE—TREATED PLYWOOD WHEN AT A MINIMUM DISTANCE OF 4' FROM FIRE WALL PRE—ENGINEERED WOOD ROOF TRUSSES ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL R-30 BLOWN CELLULOSE INSULATION 1/2- GYPSUM WALL BOARD "THERMAFIBER" INSULATION FIRE BLOCKING AS REQUIRED (2) LAYERS 1" USG GYPSUM LINER PANEL 1" (3/4" MINIMUM) AIR SPACE 1/2" GYPSUM WALL BOARD OVER #2 SPF WOOD STUDS @ 16" O.C. 2" METAL H—CHANNEL METAL ANGLE — SPACE AS REQUIRED 2x SILL PLATE 1/2" GYPSUM WALL BOARD 1/2- GYPSUM WALL BOARD OVER 2x #2 SPF WOOD STUDS @ 16" O.C. R11 FIBERGLASS BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE (2) LAYERS 1 " USG GYPSUM LINER PANEL CONCRETE GRADE BEAM (SEE FOUNDATION PLAN) FIRE RESISTANCE RATINGS — ANSI/UL 263 Design No. U336 December 06, 1996 Exposed to fire from separation wall side only Nonbearing Wall Rating — 2 Hr Finish Rating — 120 Min SEPARATION WALL: (Max Height — 44 ft) 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 " long legs form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" O.C. 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" shaped studs. CANADIAN GYPSUM COMPANY — Type SLX. UNITED STATES GYPSUM COMPANY — Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at mid—height where necessory for clip attachment. Min 3/4" separation between wood framing and fire separation wall. 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" long steel drywall nails speces 8" O.C. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1-1/4" long to wood framing through holes :provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. 66. Clip placement (Item 6) for separation walls up to 44'-0" high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" studs. *Bearing the UL Classification Mark 11 p & m *= 1M aAw CNWMUM Mm*o k OWgW • • 2= Wd—r — I la. 1/2" GYPSUM WALL BOARD 2x4 STUD WALL @ 24" O.C. W/ R-13 INSULATION OF SEPARATION WALL 2" USG 'H' STUD (2) 1" USG GYPSUM LINER PANEL (SEE SECTION THROUGH SEPARATION WALL) 1" (3/4 MIN) AIRSPACE SECTION ,-A 2x6 STUD WALL @ 24" O.C. W/ R-19 INSULATION NON-COMBUSTIBLE SIDING OR STUCCO OVER APPROVED HOUSE WRAP VAPOR BARRIER FIRE RETARDANT PLYWOOD SHEATHING. EXTENDED 4'-0" HORIZIONTAL DISTANCE BOTH SIDES OF FIREWALL 2" USG 'C' RUNNER 2X6 STUD WALL @ 24" O.C. W/ R-19 INSULATION I� a BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design J«lianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 am�oM N Z EE Z M M > > > %ftmloo J F F— F- LL 0 0000 0 0 0 V U U V W W W W W m W CO (1) CO V Z Z Z Z Z Cn NtflOd' Q O O r r P r PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE WALL SECTIONS DETAILS SHEET NUMBER 2 PLAN DETAIL A=300 A-300 SCALE: N.T.S. PERMIT SET STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER PRE—ENGINEERED ROOF TRUSSES — SEE STRUCTURAL BLOWN—IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS — SEE STRUCTURAL DRAWINGS (2) 2x PLATES — SEE STRUCTURAL iY METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL 5/4 x 6 FIBER CEMENT FREIZE BOARD R-19 BATT INSULATION HURRICANE ROD SYSTEM — SEE STRUCTURAL DRAWINGS 7/16" OSB OVER 2x STUDS — SEE STRUCTURAL DRAWINGS VERTICAL SIDING (BOARD & BATTEN LOOK) TO BE INSTALLED PER MANUFACTURE'S SPECIFICATION DAMP PROOF BARRIER LAF OVER FLASHING & SHIN P.T. 5/4 x 8 CONTINUOUS TRIM STUCCO: INSTALLATION MUST CONFORM TO FBC—R703-6 2x SILL PLATE 2x PRESSURE TREATED PLATE OVER FOAM SILL SEAL — SEE STRUCTURAL DRAWINGS FOR ANCHORAGE EXTEND HOUSE WRAP BELOW FINISH FLOOR. SECURE WITH STARTER STRIP 1 7 LL D -Dh i v v r-\ I L ES FLUSH. ; G PLYWOOD ING GLUED AND OVER PRE—ENGINEERED OR TRUSSES REINFORCED CONCRETE SLAB & FOUNDATION — SEE STRUCTURAL DRAWINGS 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED AND TERMITE TREATED SOIL FINISHED FLOOR a o 0 o Q FINISHED GRADE 0 a 1 WALL SECTION A-301 SCALE: 1" = 1'-0" AT SEPARATION WALL a Lf r J 4 STAIR DETAIL_ A-301 scALE: 3/4" = 1'-0" 2 STAIR SECTION A-301 SCALE: 1/4" = 1'-0" W/ WOOD CAP 3 GREAT ROOM SECTION A-301 SCALE: 1/4" = V-0" a A 0 BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design JLilianne N. Overby, R.A. 2452 PLdhan Street ,Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 �1 Q �1 m �1 V O M Z Z Z Z M MMMD.J %ftwoo U. U O®®®a UUUUL.I W W W W m U) C0 F— Z Z Z Z Z M M M M U) 0 U) N to O qq oo��a PROJECT TYPE: QUADPLEX DATE ISSUED: FEBRUARY 16, 2015 REVISIONS: SHEET TITLE STAIR SECTION AND DETAILS SHEET NUMBER A-301 PERMIT SET 1 M I TEK FATE AFHOVAL mo � —mimi.i.mm �� limmal EXTERIOR WALLS HAVE BEEN HELD BACK 1/2" FOR SHEATHING rhe shop drawhIgs to which this starp is affivec! have been reviavaed for compliance with the design intent of the .struct11r„ l entlenekr{ng prep:an-d by '"and the "rrfessional Fngmper identified below This acknowledgment does n Vt lessen th^ 0-Ieclated Engineer's rasonnsihiliti�_ associated <.ith the vrepaaration of said do+LImentn, nor relj4, him or Mr from errors or omi sions v4hin the same. ve �Uooarwar� 72-11-00 � 2 1 U , 2 - 21 q7 , 4 , WEYHHAU5H FFODUGT #' � 100,2 - 1630 , 10 BEARING HEIGHT SCHEDULE NOTES: 1.) REFER TO HID 91 (RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY DRAGING) REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRAGING REQUIRED. 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR RFFEP TO DETAIL V105 FOR ALTERNATE DRAGING REQUIREMENTS. 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o,G, MAXIMUM SPACING, UNL E55 OTHERWISE NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDEP.ED TO DE LOAD DEARING, UNL E55 OTHERWISE NOTED, 6.) 5Y42 TPU55E5 MUST DE INSTALLED WITH THE TOP DEING UP. 7.) REAM/HEAPEE/LINTEL (HDR) TO DE FURNISHED DY DUI -DER. '61 Builders FirstSource Jacksonville PHONE 904-772-6100 FAX: qO4-772-1973 Tampa PHONE 813-621-9851 FAX: 813-626-5956 Freeport PHONE: 850-535-4541 FAX: 850-835-6835 Habitat for Hurrfdhity HAL ADDU55: 7-00-00 8-00-00 '0 3-10-12 3-09-04 8-00-0 8 3-09-12 -' 3-10-12 8-00-00 -09-04 3 -IG -12 8-00-00 T00-00 114,110,106, 102 5unri5e Gt DODEL Geri 1- Quadplox Tv -By: )AIE� DRApN BY: Origin I Uforcwt 03/10/15 GED 651832,' Ut Lo'd hH:: 2fl LkvGl Job I.: H0,f Jabl. ..i 652875 651532 r v vU CJ 4O - 14- 0-00 4-0-00 CJO4-0 CJE0J60 CJO 2 to EJ02 10C05j tWCJ06j CJO CJOCJ JO 4 -0 T113-0 T11 1-0 -00 T10G T13G 20-00-00 16-06-00 16-05-00 20-00-00 � 2 1 U , 2 - 21 q7 , 4 , WEYHHAU5H FFODUGT #' � 100,2 - 1630 , 10 BEARING HEIGHT SCHEDULE NOTES: 1.) REFER TO HID 91 (RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY DRAGING) REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRAGING REQUIRED. 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR RFFEP TO DETAIL V105 FOR ALTERNATE DRAGING REQUIREMENTS. 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o,G, MAXIMUM SPACING, UNL E55 OTHERWISE NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDEP.ED TO DE LOAD DEARING, UNL E55 OTHERWISE NOTED, 6.) 5Y42 TPU55E5 MUST DE INSTALLED WITH THE TOP DEING UP. 7.) REAM/HEAPEE/LINTEL (HDR) TO DE FURNISHED DY DUI -DER. '61 Builders FirstSource Jacksonville PHONE 904-772-6100 FAX: qO4-772-1973 Tampa PHONE 813-621-9851 FAX: 813-626-5956 Freeport PHONE: 850-535-4541 FAX: 850-835-6835 Habitat for Hurrfdhity HAL ADDU55: 114,110,106, 102 5unri5e Gt DODEL Geri 1- Quadplox Tv -By: )AIE� DRApN BY: Origin I Uforcwt 03/10/15 GED 651832,' Ut Lo'd hH:: 2fl LkvGl Job I.: H0,f Jabl. ..i 652875 651532 PREPARED BY: inGENESIS GROUP F R O M V 1 S I O N T O R E A L I T Y 9822 TAPESTRY PARK CIRCLE, SUITE 201 JACKSONVILLE, FL 32246 (904) 730-9360 Fax: (904) 730-7165 CONSTRUCTION PLANS OceanGate Block 3, Lots 1-4 ATLANTIC BEACH, FL PREPARED FOR: BEACHES HABITAT FOR HUMANITY 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 PROJECT MAP Ij '41 oy �m � � n u E I_— a}m J Zu c — wok Q J�o z ►k YgwS N ° 0 U 3 V O A II Z NOA IA- LL ',ti_ k z 3t 'gym 1 ^" '- A's " Nra� EWD � 11- : V-2 .s"fti 'a li) CRY - agt NSJ.'4i'A�IMXY' Y5@ 3 SECTION 38 TOWNSHIP 2S RANGE 29E LOCATION MAP SHEET INDEX 1 COVER 2 SITE GEOMETRY PLAN / CONST. MANAGEMENT PLAN 3 UTILITY PLAN PROJECT REFERENCE: REFERENCE GENERAL NOTES, CONSTRUCTION DETAILS, AND DETAIL GRADING PLANS FROM THE PERMITTED CIVIL ENGINEERING SET. 9 SHEET NUMBER 1 oy �m � � n u E I_— a}m J Zu c — wok Q J�o z N ° 0 U 3 V O A II Z NOA IA- LL 4A 4A LLA- woLL r Jx � U m E () LL W W woLL 2 FL N d N �Y w m � �m 9 SHEET NUMBER 1 MAYPORT ROAD f -E I f -E I f -E I +-E I f-■ TRACT 'C' — 1 25.50' s� � I LOT 7 114 SBL 22.17 IF I -+-i I- f -E I- f -E I FEW I Fow I +-E I +•-E 1 T I- ♦-ow I- {-E 0' LANDSCAPE EASEMENT 25.75' 16.50' 25.75' I I i -mw I +-E I- +-E I f -E I- f -i I f -i I- +-E I +-mlw I- f -E I LOT 8 LOT 9 L T 10 110 SBL P6 SBL ry 2 SBL 0 I 0 0 23.75' _20.50' _ I 23.75' .. — — J1 SANDY BEACH LANE IS SITE DATA SUMMARY — LOTS 1-4 (QUADPLEX BUILDING) s 1. ZONING: SPA REQUIRED F 2.MINIMUM YARD REQUIREMENTS � K\�,, j PORTABLE TOILET 8'X16' DUMPSTER PAD I c/) U) I 0 FRONT BLDG. 12' 13-17' O O _ SIDE 5' 5.5' w x6.50 REAR 20' z Li a MIN. LOT WIDTH 84' 89.92' Q iv FF--' J J N r Q ` Q 8,272 SF A o 49.2% D Ln O 10 O J 2 2 -� 5.5 LOT 8 LOT 9 L T 10 110 SBL P6 SBL ry 2 SBL 0 I 0 0 23.75' _20.50' _ I 23.75' .. — — J1 SANDY BEACH LANE IS SITE DATA SUMMARY — LOTS 1-4 (QUADPLEX BUILDING) s 1. ZONING: SPA REQUIRED F 2.MINIMUM YARD REQUIREMENTS � K\�,, j PORTABLE TOILET 8'X16' DUMPSTER PAD I FRONT PORCH 8' 8-11' 0 FRONT BLDG. 12' 13-17' O O _ SIDE 5' 5.5' 0 x6.50 REAR 20' 26-43' 1 a MIN. LOT WIDTH 84' 89.92' I o W MIN. LOT DEPTH 92' 92' 00 MIN LOT AREA 7,725 SF 8,272 SF MAX. LOT COVERAGE (4-7) 65% 49.2% — 4075 sf — BUILDING AND CONC. wj 8.7% — 1440 sf — IMPERVIOUS PAVERS (50%) 57.9% — TOTAL I�E I f -E I +-E I �-E I FE I -+-E I FM I J -M* Ii-M I +-f I +-E I +-E I t -E I f -E I tnr- Z J a w F"(7 O W Z -j 2 aM W Uv (� 00 w m F-- rte°° GRAPHIC SCALE yy is a s is xo w A IL SHEET ...ER 2 > incn = 20 rc 0 0 4' 4' COMMUNITY SIDEWALK CD tD O O _ 1 25.50 0 x6.50 x6.50 0 31.42' 1 J 0. 7 I o 00 � 0 0 00 I I W� J J -� 5.5 -1-� N 5.5' �--- I" aT �0 f 7 N ,LL Q Ui 5 G y >u� �x o.9 2 yUu' V ° U I _ 4A- Nin tw o� — > J x U 5u U� Qs W ° ,0v- v-m -n! }Ma R < W mo° r vi V F t 0-% v / \ W4 v, Qo I� (o�._ a J -- ul �C� N N +- _ �� I N _._.— 3.33 �J -._.. 3.33 1-0 1 O O t'lO 1 O 4, O O ^_ 4�I _. - -._J II .._...__4 :a rq 0' y■*— 1 3' 1.17' 1.33 o ° 0.5' 6.5' N � 1:133' 1.17' � � y■*' 3' 1 LOT 2 18 LOT 3 18 LOT 4 18' 106 S.Ct. 110 S.Ct. 114 S.Ct. 00-0 O N N 22.17 _19.83'1_ 1 19.83'. 28.09' 8'X16' CONSTRUCTION POD PARKING AREA SUNRISE COURT INCLUDES PERVIOUS PAVERS Z J a w F"(7 O W Z -j 2 aM W Uv (� 00 w m F-- rte°° GRAPHIC SCALE yy is a s is xo w A IL SHEET ...ER 2 > incn = 20 rc 0 0 N CD tD M � J 0. 7 N z Z W� J J }a rvE I" aT �0 f 7 LLJa w°� Q J N � .3 O 5 G y >u� �x o.9 2 yUu' V ° U O 4A- Nin tw o� Lu woLL > J x U 5u U� Qs W ° ,0v- v-m -n! }Ma R < W mo° 2 a9 F t NLL W4 m Z J a w F"(7 O W Z -j 2 aM W Uv (� 00 w m F-- rte°° GRAPHIC SCALE yy is a s is xo w A IL SHEET ...ER 2 > incn = 20 rc 4 q a� z� n� MAYPORT ROAD i -E I i -E I t -E I ♦--E I ♦-E I i -m I- ✓-E I +-E I i -E I i -E I i -E I i -E 1II ♦-E I NOTES A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. L E G E N D SYMBOL DESCRIPTION —W— — PROPOSED WATER LINE s — — PROPOSED SEWER LINE SEWER CLEANOUT WATER METER I I- i -E I �E I i -E I f-■ \ SAN SAN n/ F -M I i --EW I I -E I i -E I FE I I -E I +-E I +E I- i -mW I i -E I -+-M I i -E I i -E I i -E F i-�— .. — .. — .. — .. z °. i* E3 � m n 1 w I rrL I _-,j I \ I I - r �A W IF rl i I I LOT 7 LOT 8 LOT 9 LOT 10 114 SBL 110 SBL 106 SBL 102 BL 1 I E it ;1 SANDY BEACH LANE z I ..-_ SAN SAN SAN SAN SA OW SAN NOTES A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. L E G E N D SYMBOL DESCRIPTION —W— — PROPOSED WATER LINE s — — PROPOSED SEWER LINE SEWER CLEANOUT WATER METER I I- i -E I �E I i -E I f-■ \ SAN SAN n/ F -M I i --EW I I -E I i -E I FE I I -E I +-E I +E I- i -mW I i -E I -+-M I i -E I i -E I i -E F i-�— .. — .. — .. — .. z i* E3 � m n 1 w I �A W rl i E °'. z ..-_ OW 1 I__ 0Oc / N9 Y�, �j ■ 1 <;LL LL All WATER LINE << SERVICE Z� 4" SEWER SERVICE @ W ao!m T T 2% MIN. W/ CLEANOUT V LL Vin; W 3 o - - - - I a m y (.% L T 1 1012 S.U. �OT 2 1106 S.Ct. 1 OT 3 i 10 S.Ct. I LOOT 4 1114 S.Qt. CONSTRUCT DOUBLE 3„ rya Q Q W i 1 a METER AND 1 m m 1 I i I i I I i 1 WATER SERVICE I I � — n— —n— — —n— >� Mil —en— —I — n— _ — ^ —^ REF. DOUBLE WYE i PERMANENT i SUNRISE COURT PLAN DETAIL BLOW—OFF ASSEMBLY NV NVS NV NYS (SAMPLE POINT 2 2 PVC WATERMAIN 8" PVC S.S. (TYP) \ z W J ~ � a. 0 0 z J F— Q M J_ W Y F' U O OJ m GRAPHIC SCALE to a s w so w ff SHEET NUMBER `IN f� 3 1 inch - 20 ft 4 T MAYPORT ROAD F f --1M I +-IM I- }-IE I 1-Ilfffffff+ I- +-IIID I- f -W I i-IiflflflfF F t -M I I -E I- I -I I +-E I +-mw I i -E F +-E F LOT 7 114 SBL LOT 8 LOT 9 LOT 10 110 SBL 106 SBL 102 SBL I SANDY BEACH LANE I SAN SAN SAN SAN A SAN II I iAST;=R PI ANT I IST 1 10 I I I 1 w I I T 11111E I f -11111E I f -M I f -M I ;-IE I f -111111E I+-Ilfff I-+-111111 I f-IfIfIQF I +-E I +-M I +-� I f -M I f -M I. 1--MR,- 12. --MR,— is ----r -- t I I Ii 11' QIV I- I $7MBOL SCIENTIFIC NAME COMMON NAME j COMMENTS SHADE TREES 11111E I f -11111E I f -M I f -M I ;-IE I f -111111E I+-Ilfff I-+-111111 I f-IfIfIQF I +-E I +-M I +-� I f -M I f -M I. 1--MR,- 12. --MR,— is ----r -- t I I Ii 11' QIV I- I $7MBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS SHADE TREES Q Acer Rubrum Red Maple 'Flam ' 65 gal. 15' ht. 5' spa. 3" cal. Quercus virginiana Live Oak 65 gal. 12' ht. 5' spd. 3" cal. Ulmus parvii'oila Drake Elm 65 al. I4' ht. 4' s d. 3" cal. UNDERSTORY / ORNAMENTAL TREES (ALTERNATIVES) Callistemon viminalis ' Red Cascade' Red Cascade B ttlebrush (Uleeping) 30 pal 8' ht. 2" cal. min. - Standard i Cercis canadensis 'Forest Pansq' Forest Pans Re bud 30 Clal g' ht. 2" cal. min. A. Chionanthus vir inicus Frincle Tree 30 gal a' ht. 2" cal. min. Feijoa sellowiana Pineapple Guava 30 gal V ht. 2" cal. min. Ilex Vomitoria Yaupon Holly Tre Form 3rd al 8' ht. 2" cal. min. �]] Ma nolia soulan lana 'Jane' Jane Magnolia 3rd gal V ht. 2" cal. min. Prunus x yedoensis Yoshina Cherr 3m gal V ht. 2" cal. min. T 1--- ---I1 — / III T I I rT, — i 1 ! LOT 2I LOT 3 i L!O T 4 42 S.Ct. 1 1106 S.Ct. 110 S.Ct. 1 1114 S.Qt. I I I I I I I I i I I I I I I J ' 1 i i 1 ;UNRISE COURT Itl NVS NVS NVS QV Z a W a v N Z a J GRAPHIC SCALE SHEET NVRBER ( ur Peer) t inch- 20 tr_ R ua ,T N Z Q aM WY 00 m GENERAL NOTES: 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or service contributorP rior to initiating construction of the structure depicted herein or providing labor and/or materials for the dune. Labor and/or materials shall only be furnished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 and 1610 of the Florida Building Code, and/or Sections R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2-1.4 n g 1 n with Tables R301.5 R301.6 and R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, along , drawings, details and specifications Y re ecifications commonl required to depict the construction necessary to conform to or with the structural loading requirements as outlined the q m aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally, the engineer's scope of work specifically excludes engineering functions delegated to others [i -e. roof and/or floor truss design, engineered wood products design (except EWP specified herein), etc.] as well as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And, • the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; oisture m Protection, infiltration and/or resistance-, resistance to wood destroying organisms (" WDO"); fire -resistance; energy efficiency, etc. The engineer further warrants that the structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makes no other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included withun these documents that address elements P beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be responsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as appropriate for the intended purpose. 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects - e minimum •to establish th d collectively ' ividuall an and thereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official,, y a ro riate building elevation for the subject site and the improvements located there upon- In no case shall the structure depicted herein be sited at an elevation less than PP p ri ed b FEMA as prescribed b FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approved the minimum prescribed y p Y b the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone Y g "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced 4. The design(s) depicted � ithl g g• • herein as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained within the design(s) rF or documents, nor of any inconsistencies between the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineering documents be found to include an error or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee to the client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineer for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, connection or update to the engineering documents or addendum thereto. 5. These engineering documents may be used one -time -only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to execute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terns and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the engineer before the commencement of construction and no constriction shall proceed until the discrepancies are resolved- Should discrepancies be discovered during construction, construction should cease until such time as the discrepancies have been resolved. 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information or for claims arising from the use thereof. 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. 11. These engineering documents should never be scaled- Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall framing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architectural drawings. 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts, studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the associated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using the documents for any purpose. If (a) page(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before proceeding with intended use. 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having jurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means and constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and methods of o g P standards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed b) they have been approved, appropriate P ermit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies�or their designee(s). and c) (an) Furthermore all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(les) re* orisit)le for the issuance of any permit(s) and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement of ) u ` completion) shall be issued for the structure depicted within these engineering documents, nor shall the structure be occupied or otherwise used for an�,p uP ose until such the authori res Navin jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe, sounnd in compliance with all time ash ty( ) having details tables references and Sri -it •on icted within these gineenng doc umerits. applicable laws, rules, codes, etc., and consistent with the drawings, 5 �P.,� 11y, , x ,.;_, _ PP these engineering documents to determine the proper depicted tivitlnin h g P P 15. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) p g as well as insure the soundness to execute the designs, erection procedures and sequences required to insure the safety of those providing the labor and materials necessary P of the structure and its sub -elements and/or components throughout the construction process- Furthermore, it is the sole responsibility of the contractor(s) and labor contributors to rovide a ro nate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the constructionprocess ocess until such time P PP P and approved. Bracing shown throughout these elements and components depicted within these documents are properly installed, inspectedpp g � as all of the structural Clem p p v documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. �, engineering docum n p g 16. Yet -to -be -installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roof(s) of the structure depicted within these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the floor or roof, Unless indicated otherwise within these documents, 40#/sf for floors and 20#Isf for roofs. 17. All materials specified within these engineering documents shall be installed properly, in a workman -like manner and in accordance with the directions and instructions provided by the manufacturer, or as otherwise indicated by the code or associated product approval document. 18. "These engineering ineerin documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are routinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective date of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the eer who may subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or enginy q y P methodologies. In no case shall these documents be used for permitting or construction more than one (1) year after their date of original issue. 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme care and code -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts. opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the However, the very nature of the process provides g conflict ambiguity,inaccurac or oversight during the "paper" phase, opportunities do exist for the design to require additional effort engineer to foresee every potential Y � once construction has commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services as depicted herein, causes the engineer to be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein- ineerin documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. 20. These engineering g P For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained herein are prohibited without the expressed written consent of the engineer - 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used resources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps published by the local controlling authority and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verity the windsP eed and other design criteria shown herein to be correct and code -compliant prior to approving these documents and authorizing construction from them. • exposure gn The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location infoimation,provided to him by the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFICATIONS: WOOD FRAME WALLS 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform -framed") when fully -braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an intersecting floor system and should not be used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be continuous and uninterrupted between points of lateral support. 2. All top- and shoe- or sole -plate material shall be #2 SYP lumber wl maximum 19% moisture content. Shoe- or sole -plate material in contact with concrete or masonry shall be pressure preservative treated- . 3- All vertical wall framing (studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plan(s) and/or table(s), w/ maximum 19% moisture content - except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) larger than 2x6 shall be #2 SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. 1.e 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, xcept walls that are specified as SYP and are also not designated as a shear -wall or portal frame wall may use SPF blocking. ` 5. In some engineering e instances these en ineerin documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as specified either or relevant notes. In such instances, any of the following three options may be used to resolve the conflidting thicknesses: a) The i in the stud table(s) thickness) g m of the adjacent wall framing be increased so as to conceal the thickness of the column within the wall; b) The adjacent wall may be furred-ouCto a thickness Y similar to that of the column so as to conceal the thickness of the column within the wall, or, c) The column and adjacent wall may remain different thicknesses and the column "wrapped" with a finish material (i.e, gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none of the three aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood (EWP) or structural steel column may be used within the allotted wall cavity. FIELD FRAMING 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. At these contined locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application- These elements or applications may include stairs and/or landings, plant shelves, widows decorative or volume ceiling treatments and similar, non -typical construction and/or widows walks, radiused floors and/or walls, dec g his or d herein to create f the construction de icte h accessories. As such, the engineer has deferred to the contractor or other person or entity responsible for the execution o p her own design for elements or applications specified as "field framing" or similar- The design(s) and execution thereof shall be in conformance with all applicable laws, rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. SPECIFICATIONS: (continued) OTHER FRAMING 1. All structural (dimensionaUsolid-sawn) framing members, exce t as noted or specified otherwise, shall be #2 SYP lumber w/ maximum 19% moisture content. 2. All engineered wood beams shall be Trus JoisUI-Level/Weyer aeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. 3. All engineered wood posts or columns shall be Trus Joist/1-LeN el/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or equivalent, except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form the specified dimensions-, they must be solid, one-piece members. Post or columns specified within these construction documents as dimenslonal/solid-sawn members - i.e. 4x4, 4x6, 6x6, etc. - may be replaced by a similar -sized (e.g. a 5-25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or documentation required by the engineer. 4. All nailing shall be with "common" nails, except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails or screws. 5. All engineered components, including roof trusses, floor trusse •,1 joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and directions. 6. All sheathing shall be either APA- or TECO -rated, Eposure 1, PS1/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such). Sheathing may be either OSB or plywood, unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly an 16 o/c. are aced at neater than �� supports hick when su t blocked- Use of ply clips or similar edge support is required t unsupported panel edges of roof sheathing 7/16 t pp p g Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of "ply clips" or similar edge support is recommended at unsupported panel ed Jes of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof and wall sheathing shall not be less than 7/16" thick. Floor sheathing shal not be less than 23/32" thick, with all panel edges supported (tongue & grove or blocked)- Some design loads require thicker panels; see sheathing specifications r specific minimum panel thicknesses, required span ratings and fastening information. 7. At exterior walls clad with a stucco or an applied -stone veneer firnish, the APA ( www.apawood.org) recommends the use of either 15/32" thick, 32/16 span -rated sheathing (Exposure 1, PS 1/PS2) or 7/16" thick, 24/16 span -rated Structural I rated sheathing when the sheathing is installed with a vertical orientation (long axis parallel to the studs) on the wall (see Technical Bulletin TB -202 for additional information). The discretion to enforce the aforementioned recommendation is at the sole discretion of the local Building Official. Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the suitability of the nonconforming materials with the Building Offloial having jurisdiction over the project. Failure to do so may result in the need to significantly enhance the construction of the exterior walls. 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications of the connector(s) specified and have appropriate product approval and installation instructions and directions. FOUNDATIONS, CONCRETE & MASONRY 1. The foundation design(s) depicted within these engineering documents has been completed in accordance with recognized standards, recommended soil design parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s) depicted herein is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the foundation components will experience movement throughout th useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage, maintenance, the construction of partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future performance. 2. The foundation design(s) depicted within these engineering documents has/have been prepared based on a relatively flat, well drained building site featuring exclusively non -expansive soil with an allowable soil bearing ca :)acity of not less than 2,000#/sf and a design lateral load (at -rest pressure) of 60#/sf per foot of depth with a level back slope. Should site conditions be adverse to- or otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and the engineer shall be promptly notified of the conditions and no lurther construction shall occur until the engineer has provided additional direction. 3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shored to prevent damage to the wall. 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official- s. All foundation pads depicted within these engineering docum its shall be formed to the dimensions as indicated and substantially centered beneath the associated column or wall, unless indicated otherwise. 6. The location of steps, jogs and top -of -wall and/or top -of -slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation changes indicated or otherwise known to the engineer have been depicted within these engineering documents, it is understood that some of these items may change during actual constriction- The design(s) depicted herein can only address the proper foundation configuration as specifically depicted herein and could require additional analysis and effort should field revisions merit. 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural system. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to adequately shore the walls throughout the construction process to maintain the integrity of the design(s). The buildingsite shall be cleared of all to soil and organic atter beneath the planned structure location, as well as for an additional five feet or more beyond the 8. T P g Perimeter thereof. Unless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density of not less than 95% of Modified Proctor Maximum Dry DensASTM D 1557} a for depth of not less than two feet (24 inches) below the bottom of the footing or slab-, Or, upon clean Density ( 1 GW- GP- SW-, and/or SP -class fills with any organic materials removed. Fill, as required, shall be placed atop non-organic, undisturbed soils (with the compaction thereof verified asY Previousl referenced) and added in one foot (12 inch) lifts and each lift shall be compacted to a density of not less than 95% of Modified Proctor Maximum Dry Density ( ASTM D 1557). These minimum sP ec` ications may be exceeded or superseded by either a geotechnical engineering report specific to the the minimum required 2 000#/st soil bearing capacity, but in no case shall the buildingsite or at the direction of the Building Official, as dee ed necessary to achieve q (, ) g g. site be prepared to a lesser degree than that which is outlined herein. 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop (minimum) 10mi1 polyethylene (visqueen) barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WlAxIA W WM, lapped not less than 8" at edges/ends, in conformance with ASTM A-185, or Fiber -Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I lb. per cubic yard of concrete, complying with ASTM C-1116. 10. Minimum compressive strength of all concrete used for foundations, slabs, etc. shall be 2,500psi at 28 days. 11. Where indicated, cores or cells of block masonry (CMU) shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less than 3,000psi at 28 days. 12. Reinforcement shall be detailed in accordance with ACI 31 1, Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: a) Concrete cast against earth: 3" b) Formed concrete exposed to earth or weather: 1 %2" c) Interior slabs, walls, etc.: 3/4" 13. All reinforcement shall be conform to ASTM A-615 and be grade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal (horizontal) reinforcing in walls and footings shall be continuous at/around comers and intersections, and/or matching comer bars shall be used. All longitudinal (horizontal) reinforcing shall be lapped at splices a minimum of 40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be lapped at splices a minimum of 25". 14. ALL concrete operations - including but not limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing - shall be done in accordance with the requirements and application of ACI 30 "Specifications for Structural Concrete. 15. All masonry work shall be in accordance with ACI 530/AS CE 5/TMS 402 Masonry Building Code. 16. Concrete masonry units shall be ASTM C90-75, Hollow Load -Bearing Concrete Masonry Units, Type I, Grade N-1, normal weight, with a minimum compressive strength of 2,000psi (fin = 1,500psi). 17. Mortar shall conform to ASTM C270 and be Type S. 18. Grout, when specified, shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" and I V. 19. Pre -cast and/or pre -stressed lintels, manufactured by CastCrpte, shall be provided over all openings in CMU walls, unless specified differently on the drawings. Lintels shall be of adequate size, strength and reinforcement fo - the given span and loading conditions. 20. Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304 STEEL 1. Steel elements shall be detailed, fabricated and erected in ac ;ordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel Buildings," 9th edition, 2. Structural steel shall be ASTM A36, except as noted below: a) Pipe ASTM A53, Type E or S, grade B b) Tube ASTM A500 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 4. Hex nuts and couplers/couplings used for bolts, anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM A307, A36, SAE 1018 and Grade 2 bolts. 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. CORROSION & DECAY RESISTANCE: 1. All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil - i.e. deck/balcony boards/lumber, joists, posts, etc. - shall be pressure preservative treated to a level rated for the specific application. Borate -based treated wood shall not be used as/for structural members exposed to weather or in direct contact With the ground unless specifically rated by the manufacturer/treater and approved as adequate for the application. 2. All interior wood and wood -based members in contact with Concrete or masonry shall be pressure preservative treated to resist decay. 3. All fasteners (nails, screws, bolts, etc.) less than 1/" in diamc ter and in contact with pressure preservative treated wood shall be eitl ter hot -dipped galvanized (I -IDG) or stainless steel SS). All metal fasteners & connectors exposed o weather and/or in contact with corrosive materials shall be rated bythe manufacturer for compatibility with the application and/or corrosive material. The exterior u'.- of any material treated with a pressure preservative treatment containing ammonia shall require the exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS connectors and fasteners. 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -MAX, HGD connectors & fasteners shall not be combined. Use only SS fasteners with SS connectors. ) etc. Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. 5. Regular inspection and maintenance of wood, wood -based and metal products used in structural applications and/or used in outdoor or other potentially corrosive environments or applications is essential for continued, long-term satisfactory performance. CODES & DESIGN STANDARDS: Florida Building Code - Residential 2010 Florida Building Code 2010 (as applicable) ASCE 7-10 NDS -05 TPI 1-07 ACI 318-05 WFCM-01 DESIGN CRITERIA: BUILDING 'TYPE ENCLOSED BASIC WIND SPEED 130 mph (3 sec. gust) EXPSOUIRE CATEGORY C BUILDING CATEGORY II INTERNAL PRESSURE Coef. +0,18/-0.18 DESIGN LOADS: ROOFS LIVE LOAD DEAD LOAD/SHINGLES DEAD LOAD/TILE DURATION FACTOR FLOORS LIVE LOAD DEAD LOAD DURATION FAC'T'OR CEILINGS/ATTICS LIVE LOAD/NO STORAGE LIVE LOAD w/ STORAGE DEAD LOAD WIND LOADING DURATION FACTOR SIESMIC 20#/sf 7#/sf 20#/sf 1.25 40#/sf 12#/sf (Including Cln'g Below) 1.00 10#/sf (Non -concurrent) 20#/sf (Concurrent) 5#/sf PER TABLES 1.60 N/A " ' w.._ :. • In COMPONENT & CLADDING PRESSURES (in ps f)-Vsd or "ALLOWABLE: WIND ROOFS (all values negative - i.e- "UPLIFT') . &, WALLS (incl. Windows Doors ) >30/C PITCH >6/12 NIn RE Ht 15' AREA (in sq-fQ " " ZONE 3 CORNERS ZONE "2" Z N END/EDGE 'LONE "1" INTERIOR OVERTIANG OVERIIANG END ZONES I CORNER < ANTERIOK,'n ,NEGATIVE POSITIVE IN'T'ERIOR ZONES NEGATIVE POSITIVE <10 `, ' =25.85 -25.85 22-10 -37.46 -37.64 -29.60 - -22.10 -23.98 ': 22.10 20 -24.73 -24.73 -20.98 -36.34 -36.34 .1-27;/2 21.17 -23.04 21.17 50 1 -23.23 -23.23 -19.48 -34.84 -34.84 -24.91 19.67 -21.54, 19.67 ,100 -22.10 -22.10 -18.36 -33.72 -33.72 -23.04 18.73 20.60 18.73 LEGEND (2) 2x10-2 / 3 HEADER/BEAIvt CALL -OUT NUMBER OF KING -STUDS EACH SIDE OF OPENING NUMBER OF JACK -STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (#2 SYP U.N.O.) NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS (2) ZY6 - 1/Z UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS (2) 2x6 - 1/1 UNLESS NOTED OTHERWISE "RSD" IN PLACE OF A QUANTITY OF KING -STUDS IN A HEADER OR BEAM CALL -OUT INDICATES TILE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE > LINE E --> INDICATES DIRECTIONAL ORIENTATION OFSPECIFIED FRAINHNG NIENIBER FRAMING CONNECTOR SCHEDULE CLIP,TIE or STRAP FASTENERS or NAILS 112.5 1 (5)8d PEREND Ib (4)8d PEREND H8 (5) 10dx 1-1/2"PEREND MTS12 (14) 10d or 10dx 1-112" TOTAL IITS20 (20) Iod or (24) 10dx 1-12"'TOTAL LGI'2 (16) 16d SINKERS TO TRUSS (14) 16d SINKERS TO, & POST H 16,-16S,-16.2 (2)1Odx I- 1/2" TO TRU SS, (10) TO>IPOST MSFA12 (10)Hd TOTAL MSTAl8 (14) 10d TOTAL M1STA24 (18)Hd TOTAL MST37 (42) 16d TOTAL MISN8 (46) 16d TOTAL MSF60 (56) 16d TOTAL CS16 (30) 8d or (26)10dTOTAL SP114, -6, -8 (12) 10d x 1-1/2" HPAHD22 (23)16d LTP4 (12) 8d x 1-1/2" TOTAL A35 (12) 8d x 1-U2" TOTAL META20 (12) 10dx 1-U2" HE"TA20 (12) 10dx 1-112" LG12-NIASONR (16) 16d SINKERS TO TRUSS, (7) 1/4"--x 2-1/4"TITEN SCREWS TO WALL NITSNII6 (7)10d or 10dx 1-1/2"TO TRUSS, (4)1/4"--x2-1/4' TITEN SCREWS TO WALL HTS4H6 (8) 10d or 10d x 14C" TO TRUSS, (4) 114-x2-114" TITEN SCREWS TO WALL H16, -16s, -16-2 (2) 10d x 1-1/2" TO TRUSS, OU4 SC WS'TO WALL "-x2RE FGTR (18)1/4"-x3"SDSTOTRUSS, (2)112"-x5" TITEN HD's TO WALL MSTAM36 (8) 10d TO FRAMING, (4) 114"-- x 2-114" TITEN TO MASONRY MING -TO -FOUNDATION / MASOI Y CONNECTOR SCHEDULE FLOOR PLAN/VIEW "EZ" DIMENSION: ❑ ZONE "4" - INTERIOR ZONE(S) 0 ZONE "S" - END/EDGEZONE(S) MAX. ON -CENTER STUD SPACING (in INCHES) END-ZONE/INTERIOR ZONE: WIND 13o/c Ioln- RE Ht < 30' FINISH FLEX. FLEXIBLE FINISHES (NOTSTUCCO) 2x4 2x6 2x8 I 2x10 PLATE HEIGHT (NOMINAL) 92 SPF 92 SYP 93 SPF 92 SPF #2 SYP 92 SYP 92 SYP 8' 24"124" 24"124" 24"/24" 24"/24" 24'/24" 24"/24" 24"/24" 9' 24'/24° 24"/24" 24'/24° 24"124° 24'724" 24'/24" 24'/24" 10' 12"/16" 12"/16" 24/24" 24"/24" 24"/24" 24"/24" 24"/24" 11' 10"/12" 10"/12" 24"/24" 24'/24" 24"/24" 24"124" 24'/24" 12' 6"18" 8'/12" 24"/24" " 4 24JZ" 24,724„ 24"124" 24"/24" 14' N.P. N.P. 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 16' N.P. N.P. 12"/16" 16"/16" 16/24" 24"/24" 24"/24" 18.5' N.P. N.P. 8"/8" PAT' 12"/12" 24"124" 24'/24" 19.5' N.P. N.Y. 811/8" 811/811 8"112" 24"/24" 24'724" 20.5' N.P. N.P. 6'78" 8"18" 8"/8" 16"/24" 24'724" 21.5' I N.P. N.P. 6"/6" 1 0/8" 8"/8" 16'716" 24"/24" 22.5' 1 N.P. I N.P. I N.P. 1 6"/6" 1 6"/8" 1 16'/16" 24'/24" MAX, ON -CENTER STUD SPACING END-ZONE/INTERIOR ZONE: INCHES WIND 130/C Mn. RE Ht < 30' FINISH BRIT. BRITTLE 2x4 FINISHES (STUCCO,etal) 2x6 2x8 2x10 PLATE HEIGHT (NOMINAL) 92 SPF #2 SYP 93 SPF 92 SPF 92 SYP #2 SYP #2 SYP 8' 16/16" 16'/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"124" 9' 12/16" 12"/16" 24"124" 24"/24" 24'/24" 24"/24" 24"/24" 10' 10"/12" 10"/12" 24"/24" 24'724" 24"/24" 24"/24" 24"/24" 11' 6"/8" 8"/8" 20"/24" 24"/24" 24"/24" 24'/24" 24"/24" 12 N.P. N.P. 1 181120" 22"/26" 241724" 24"124" 24"/24" 14' N.P. N.P. 8"/12" 12"/12" 12"716" 24"/24" 24"/24" 16 N.P. N.P. 6'78" 811/8" 8"112" 16"/24" 24"/24" 18.5' N.P. N.P. N.P. N.P. 6'76" 12"/16" 24"/24" 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"/12" 24"/24" 203 N.P. N.P. N.P. N.P. N.P. 8"712" 16'/24" 21.5' N.P. N.Y. N.P. N.P. N.P. 81/8" 1 16"/16" 22S' N.P. N.Y. N.P. N.P. N.P. 8"/8" 16"/16" EX'T'ERIOR STUDS SPACED AT GREAI'L'R 'THAN 16"o/c SHALL BE SHEATHED WITH MINIMUM 32" ($" NOMINAL) SHE ATI IING WITH VERTICAL APPLICATIONS & STUCCO FINISHES - MAXIMUM ON -CENTER STUD SPACING IS 16" WHEN USING 16" THICK WALL SHEATHING. STUDS WITH MAXIMUM ON -CENTER SPACINGS OF 6" OR 8" MAY BE DOUBLED AND SPACED AT 12" OR 16" ON -CENTER, RESPECTIVELY. DOUBLED S'T'UDS SHALL BE FASTENED TOGETHER PER THE MULTI -PLY POST CONNECTION TABLE. I S/SCREWS'TO NAL FRAMING hfEMiBERS HARDWARE/ CONNECTOR AST M 307 (SAE 1018) ATR I LDCAT ON I FOUNDATIONS EXT MONO FOUNDATI N Yf EMBED MIN EMBED MIN EDGE >� EXT STEM-A'ALL FOUNDATIONS MIN EMBED MIN MAX EDC / - CMU WALL TIE BEAM LINTEL / MIN EMBED EDGE DIST (12) 16d ABU -44,-66 518' 5.T_2 -I - 3" 12" 1-3/4"/ 6" NIA n�yO IC I�ipM®�pH (10)16d/EACH LITZOB&DTT2 I"-- (EA') 4- 4" W/ MHN 2-12^ sPcc 5-12" 4" W12-112" SPCC 2" Wi4"sPcc I_ " 1-3/-3"/6" 1:' C.L. w/ MIN 3" SPACING (22) 10d SINGLE MGT 518" 5-1 - 5-12" 3" 12" 1-3/4"16" 12" C.L. 2x (22) 10d DOUBLE MGT (2) SB" 5-1, - 9-1/2' 3" 12" 3-1/2" 14" 12" C.L. (18) 16dSINGLE 111716/4 :11. 5-1/ - 7-12" 2" 12" I 1-3/4"/ 6" 12" C.L. 2x (18)16d DOUBLE 1TTTI6/4 (2) 518^ 5-1�- 7-12" 4" 121' 3-112" / 4" 12" C-I,- 2x(18)16d TANDEM 1T T16/4 (1)548" 5-11" 9-1/2" 5" 15" 1-3/4'•/6" N/A (32) 16d Shakes SINGLE HTT22J5 5B" 5-1/F" 9-12" 2" 15" 1,314"/6" N/A 2x (32) 16d Sinker DOUBLE HTT22/5 (2) 5/8^ 5-11- 9 -IP-" T. SEEPLAN N/A (20)'/4'• x 2-1/2" SDS SINGLE HDU8 718" 8" 8" 3" 134/2" 3-112" / 4" 13-1/2" C.L. 2x (20)y"-4 x 2-12^ SDS DOUBLE HDU8 (2) 718" 8' . 13 -UT' 3" 13-112" 3-1//• 14" 13-112" C.L. (30)y,"--x2-It_"SDS SINGLE HDU II I' 9"I 15" 1-3/4" SEEPLAN NIA 2x (30)Y," -x 2-12" SDS DOUBLE HDUI l (2) P 15" 15" 4" SEEPLAN N/A (36)A" -x2{2' SDS SINGLE HDUI4 I' 9" '. 15" 3" SEEPLAN N/A 2x(36)/"-x234'SDS DOUBLE HDUI4 (2)1" LS" IS" 4" SEEPLAN N/A (16) 10d I HGT2, HGT3 (2) 314" 7-1 11-1)2" 3" SEEPLAN 11-1/2" C.L. (16) Iod I HGT4 (2) N4" 7" 9" 3" SEE PLAN 11-1/2" 1 C.L. J0 � � '!� �11 `�`44'` . �, �,� I I ,. 7, " - , f "FRA.\SING" and "FRAMING-rO-FOUNDATION" CONNECTOR SCHEDULE NOTES: GUARDRAILS, HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF rm i (POSTS, BALUSTERS, ETC.) SHALL BE COMPRISED OF EITHER A PROPFMTRAY I 1) USE SIMIPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TG-F(yND. CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVALS) 2) ALL DIMENSIONS (ROD DIAMETER, EMBEDMENT, EDGE, E"TC.) A1q MINIDIDMI DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA -LICENSED PROFESSIONAL 3) "DOUBLE" HOLD-DOWNS REQUIRE MINIMUM s" SPACING BET WEEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE. THE 4) EDGE DISTANCE DL\IENSIONSTOBE MEASURED FRObl'TFIE EXTERIOR FACE OF THE FOUNDATION, CURB OR PRODUCT APPROVAL REPORT ANDiO SaHIO�kP D WING(S) AND ASSOCIATED CMN WALL TOTHE <OFTHE ATR ANCHOR DESIGN CRITERIA SHALL BEREVIEWIpy P1P4MA�OiiA !�•i I�l COMPLIANCE NC/ 5) MIN. EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOC IONS ONLY IF THE MIN. EMBEDMENT IS TO CONSTRUC'T'ION. � �p y. �� A$,� MEASURED FROM'THE LOWER SLAB ELEVATION j�'�"� �pp ATLANTIC CITY A 6)ALL PARTS /MATERIALS TO BE INSTALLED IN ACCORDANCE WI MANUFACTURER'S INSTRUCTIONS& n�yO IC I�ipM®�pH DIRECTIONS �g UE PERMIT$ FOR ADDITIONAL 7) ALL NAILS SPECIFIED ARE "COMMON" SIZES U.N.O. 8) MINIMUM ROD SIZE/GRADE, EMBEDMENT & EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS �(JI��". M��T 191 F'�Allli1®pit�,i, +M*w 14M't¢ D ON THIS CHART I !�r WF i �3P4i� FILE CU'ft PY MORE REQUIRE M1INL\ U 16" WALL FRAMING- \ N DISTANCES OF 4" OR , RE I M 9 MINIMUM EDGE ➢1STA (. S , Q 10) MINIMUM 8" SPACING BETWEEN MSETA-orHETA-ANCISORS U.N.O. 11)MIINIMiUM I-1/2" EDGE DISTANCE FOR TITEN SCREWS � _ ,11 �. 2)MINJ5Ubi4EDGE DISTANCE FOR TITEN HU's -IENIQ ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE REV DENZTE WROP1IOON / - 2 3 - 4 - The CASTILLO roux"M, A Fbr;da co.Po duo 1 `�, ", Designers r, `r , Engineers a `_ ` 6550 Roosevelt Blvd . Jacksonville, FL 32244 1 �' ' _ ` `' (904) 77x -6-o _ FL CoA No. 29015 h= DESIGN MEB DRAFT MEB CHECKED EAW SCALE N. T. S. DATE 3.91.2095 JOB NO. 15-042 Lr-) SBFT, NA (��--tl," , . � \4Project,�ngineer: 1 `\', • �kz beth A. WoodWard, PE :>�ofesianaltigirler ' YELPLicense NQ',)61547 . 17, -I v - 50 R00SEVELT,BL�D, &�ACKSONV1[.,LE; FL�02244 J` (9t?4) 689-62'79 ,\\` - SHEET CS of 4 cI to 0 00 0 O 2" EXPA11`,'3I01% MT. TOP I HDR PER PLAN. Em -----------1 I I I ( Q I I I I I 7 ST2 maim __ — — — — ----------- --� 7 I F ---- ------------I I I I o o I i 1 1 j i 7 �2" co ST2 1 00 ST2 I ST2 i i 9'-0" 1 I — — — — ------1 — I L--------- I ---------- � I — I I I I I I I 7 1 I 1 I 1 7 I :� I 1 AI I ST2 1, 8 10 I I T2 I r. I ST2 ( I 7 I -Iqy I 7 �- ----- ---� I I I ST2 i 4 ------ 7 -� ST2 I w ST2 7 1" I I I I co ST2 f+ - l r G- 1 N r- ST2 I 1 1 I 1 I ,- i _ I30"00"x16"►-i a-- d----- ------ -- --------i r- - - - - - - - - - - - - - - - _ - - - -J30"x30"x16" W/ A' .,c30"x16" W/ W/ 1 3-#4'S BOTH 3-#4'S IN THE 3-#4'S BOTH I 1 10 1 I I WAYS I 1 SHORT WAYS 20" WIDE x 12" DEEP DIRECTION & I I 00 I I I ro NTEGRATED CONCRE'T'E 1 1444'S IN THE I I 8/10 (S/1 1110 8/10 8/10 1 1 'OO'Z'ING W/ (3) #4 CONT. 1 I LONG I ( I ST2 ST2 ST2 I I SIMILAR TO DETAIL 1 (DIRECTION 1 1 ST2 T2 1 1 1 12/ST2, EXCEPT AS ST2 NOTED HEREIN. ( ( o� 1 I 1 r-1 I I 1 I II I I I -0" 1 N 2'-2" 13'-10" 4'-0" 12'-6" 1 ( 12'-6" 4'-0" 13'-10" 2'-2" 4'-0' I 4" CONIC. SLAB I I I I I REINFORCED W/ EITHER I I I I ( 1 I I I 1 1 6x6 10/10 WWM OR FIBEK I I I 1 I I I I I I 1 MESH ON 6 MIL VAPORI I T e l I I o I I I I 1 4" CONIC. SLAB 1 1 I I! 1 BARRIER OVER CLEAN, I I I I I I (( I I 1 1 I I COMPACTED FILL. SEE 1 I ( I � REINFORCED W/ EITHER I I 1 N ARCHITECTURAL I ( 1 1 1 N I I l y l I I 6x6 10/10 WWM OR FIBER w 1 1 1 O i DRAWINGS AND 12 I I 12 I I MESH ON 6 MIL VAPOR I I BARRIER OVER CLEAN, I I I I LO SPECIFICATIONS FOR ST2 I I ST2 I I 1 I ( I I I COMPACTED FILL. SEE M I �) I I INSECTAND DECAY I ( 1 I 4" CONC. SLAB I 1 I I I 1 I ARCHITECTURAL I L 1 RESISTANCE 4" CONC. SLAB l- - _ 1 I 1 1 ( ( REINFORCED W! EITHER I I REINFORCED W/ EITHER I I I I DRAWINGS AND L- 1 1 _ CONSTRUCTION 1 1 6x6 10/10 WWM OR FIBER I I ( I I I SPECIFICATIONS FOR ( I O I �r PRACTICES. PROCESSES ( I MESH ON 6 MIL VAPOR I 1 6x6 10/10 WWMI OR FIBER I I I 12 AND TREATMENTS TO I ( I 1 BARRIER OVER CLEAN, I I MESH ON 6 MIL VAPOR I ( I INSECT AND DECAY 2 I I - o MISE"T APPLICABLE CODE 1 I I I I 1 RESISTANCE I O I 1 BARRIER OVER CLEAN, I .1 ST2 I CONII'AC"I'ED FILL. SEE I I 1- J CONSTRUCTION I l ST2 I REQUIREMENTS. I 1 L -' ARCHITECTURAL COMPACTED FILL. SEE I I 1 � I 1 ARCHI'TEC'TURAL I I PRACTICES. PROCESSES CO I DRAWINGS AND I I DRAWINGS AND 1 I AND TREATMENTS TO 1 I I SPECIFICATIONS FOR 1 I SPECIFICATIONS FOR I i MEET APPLICABLE CODE 1 11 ( INSECT AND DECAY REQUIREMENTS. l_ J L 20" WIDE x 12" DEEP --,/i I RESIS'T'ANCE I I INSECT AND DECAY ( I 1 1 INTEGRATED CONCRETE 1 1 CONSTRUCTION I I RESISTANCE I 1 FOO'L'ING W/ (3) #4 CONT. PRACTICES. PROCESSES I I CONSTRUCTION 1 SIMILAR TO DETAIL I 1 I PRACTICES. PROCESSES 8 10 1 1 8/10 12/ST2, EXCEPT AS I I AND TREATMENTS Il 1 1 / MEET APPLICABT E CODE 1 I AND "TREATMENTS TO I I IS ST2 N NO'T'ED FIEI2EIN. I I r+ REQUIREMENTS. I I` MEET,APPLICABLE CODE I 1 ) R 1 I I I I ( ( REQUIREMENTS. J' I ivNunn" w 1 00 I I 1/ 1 20' WIDE x 12" DEEP I ST2 1 I I 8/10 i 1 INTEGR VrED CONCRETE 1 1 ro FOOTIN'W/ 3 #4 CONT'. -- -----------I Y., ST I I 8/10 Stiff 1LAIi"ioDE"rtuE F L-------- 1------- --- ------------J Ltr.e= ST2 I 2/ST2, EXCEPT AS I I I 1 NOTED HEREIN. I -�— I L - - - - - - - - J i i 7 PORCH PADS TO BE: 7 O 7 I ----- -- I 7 PORCH PADS TO BE: 20".Y / 2-#4'S L--- ------ ------J I ST2 ROTHBOTFIwkYs ST2 - I T 20"x20"x16" W/2 -#4'S ST I� I - BOTH WAYS I _ _ r 1_ -� r I 7 A 1 IFT PADS To E: 7 I r ar r- - - - 20"x20"x16" W/ 7 7 20"xzo°x16° w! ❑ - - - - - - - ❑ - - - - - - - ❑ --1 1---- _p I - - - - - - ❑ ❑ ST2 2-#4's BO'T'H ST2momYST2 ST2 _ I 12-#4'S BOTH 10'-0" 10'-0' L w;Ys r J L, rWA1 S r 10'-0" 10'-0" ❑1---- - ❑ I----- - a❑ ❑�----I ❑ G---- ----1❑ (1) MSTA24 @ EA. 92 SPF 2X6 STUD TO HDR OPENING (1) SP6 @ EA. #2 SPF 2X6 STUD TO SILL PL. AS SHOWN "TRADITIONAL FI" WARE" PER DETAIL C/S'T I. ,----_---WINDOW OPENING iMIN. 3PLY #2 SPF 2X6 STUDS Z FACE VIEW 1(2"DIA. A.T.R WA 3"X3" WSHK&NUI' @ EA. SIDE OF COLUMN, AS SHOWN. A WINDOW HEADER DETAIL, S1 U le� 00-` �Q o �OU w 1PLY #2 SYP 2x8 LEDGER „ LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB O MEMBER IN TRUSS TOl W/ O (3).131"x3" NAILS 2" EXPANSION MT. SION T. 8'— 3" 1" 1 EXPA1163 v MIN. (5) PLY SYP STUI PACK IN WALI (2) i" DIA.x8"L. SDs SCREWS WAN 10" OF TOP OF HORIZ 7'DIA.x8"L. SDS SCREWS AT 8" O/C (COUNTERSUNK 1" MAX.) (2) 4L"DIA.x6"L. SD,' UNIT C FOUNDATION PLAN s1 3/16" =1'-011 B REAR PORCH FRAMING DETAI S7 CONVENTIONAL FRAMING NOTES ALL MATERIAL 92 SYP U.N.O. ALL RAFTERS 2x6 @ 24"o/c U.N.O. ALL CEILING JOISTS 2x4 @ 24"o/c U.N.O. CLUSTER (5).13 VxT' NAILS @ EA. ROOF RAFTER TO CEILING JOIST INTERSECTION. (5).13 IxT' TOENAILS @ RAFTERS & CEILING JOIST 'TO LEDGER (1) H2.5 A @ EACH RAFTER TO HEADER 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOISTS) FASTENED TO EA. (16"O/C MAX.) VERT. FRAMING MEMBER W/ (5).131 "x3" NAILS WALL ANCHORAGE LEGEND 5/8' DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. Y'0"x%" ROUND HOLE WASHEIZ ATOP UPPER -MOST TOP PL. ASSEMBLY. ;" DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"0"x10ga. SLOTTED WASHER (+ FENDER W kSHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. 8' TO ;" DIAMETER HYBRID 'THREADED ROD ASSEMBLY. 12" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE A 'FOUNDA'T'ION, w/ z -to REDUCING COUPLING'TO $' DI AMETER FULL -HEIGHT THREADED ROD w/ 2"x2"x $' W 1SHER ATOP UPPER -MOST TOP PL. ASSEMBLY. I>! $" DIAMETER THREADED ROD ASSEMBLY w/ 4" A;SEMBLY. IBEDMIENT INTO FOUNDATION AND COUPLINGS AS ;Q'D. 2"xTx$' WASHER ATOP UPPER -MOST TOP PL. C 0 0 Cn O ''ATTEiVTTI REFER TO DETAI "BRICKE"T" ENG AT REAR PORCH RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB MEMBER IN TRUSS 'TOI W/ (3).131"x3" NAILS J/ I-V — I -V OSB 3"/12" 8D'S W/ (1) 5/8"DIA. THREADED ROD ASSEMBLY @ EACH END & -k" DIA. STUBBIES @ 24" O/C. 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB MEMBER IN TRUSS TO W/ (3).131"x3" NAILS vJ � }0 �: " O�� 700 OF•O F+� 0U �O :___w711PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VER"I'. WEB MEMBER IN TRUSS 'TOl W/ (3).131 "<YX NAILS CO I -0 i co O co I ii 1 CD O CIO 2x81,1/2 II 1 0' 2" EXPA11`,'3I01% MT. TOP I HDR PER PLAN. Em -----------1 I I I ( Q I I I I I 7 ST2 maim __ — — — — ----------- --� 7 I F ---- ------------I I I I o o I i 1 1 j i 7 �2" co ST2 1 00 ST2 I ST2 i i 9'-0" 1 I — — — — ------1 — I L--------- I ---------- � I — I I I I I I I 7 1 I 1 I 1 7 I :� I 1 AI I ST2 1, 8 10 I I T2 I r. I ST2 ( I 7 I -Iqy I 7 �- ----- ---� I I I ST2 i 4 ------ 7 -� ST2 I w ST2 7 1" I I I I co ST2 f+ - l r G- 1 N r- ST2 I 1 1 I 1 I ,- i _ I30"00"x16"►-i a-- d----- ------ -- --------i r- - - - - - - - - - - - - - - - _ - - - -J30"x30"x16" W/ A' .,c30"x16" W/ W/ 1 3-#4'S BOTH 3-#4'S IN THE 3-#4'S BOTH I 1 10 1 I I WAYS I 1 SHORT WAYS 20" WIDE x 12" DEEP DIRECTION & I I 00 I I I ro NTEGRATED CONCRE'T'E 1 1444'S IN THE I I 8/10 (S/1 1110 8/10 8/10 1 1 'OO'Z'ING W/ (3) #4 CONT. 1 I LONG I ( I ST2 ST2 ST2 I I SIMILAR TO DETAIL 1 (DIRECTION 1 1 ST2 T2 1 1 1 12/ST2, EXCEPT AS ST2 NOTED HEREIN. ( ( o� 1 I 1 r-1 I I 1 I II I I I -0" 1 N 2'-2" 13'-10" 4'-0" 12'-6" 1 ( 12'-6" 4'-0" 13'-10" 2'-2" 4'-0' I 4" CONIC. SLAB I I I I I REINFORCED W/ EITHER I I I I ( 1 I I I 1 1 6x6 10/10 WWM OR FIBEK I I I 1 I I I I I I 1 MESH ON 6 MIL VAPORI I T e l I I o I I I I 1 4" CONIC. SLAB 1 1 I I! 1 BARRIER OVER CLEAN, I I I I I I (( I I 1 1 I I COMPACTED FILL. SEE 1 I ( I � REINFORCED W/ EITHER I I 1 N ARCHITECTURAL I ( 1 1 1 N I I l y l I I 6x6 10/10 WWM OR FIBER w 1 1 1 O i DRAWINGS AND 12 I I 12 I I MESH ON 6 MIL VAPOR I I BARRIER OVER CLEAN, I I I I LO SPECIFICATIONS FOR ST2 I I ST2 I I 1 I ( I I I COMPACTED FILL. SEE M I �) I I INSECTAND DECAY I ( 1 I 4" CONC. SLAB I 1 I I I 1 I ARCHITECTURAL I L 1 RESISTANCE 4" CONC. SLAB l- - _ 1 I 1 1 ( ( REINFORCED W! EITHER I I REINFORCED W/ EITHER I I I I DRAWINGS AND L- 1 1 _ CONSTRUCTION 1 1 6x6 10/10 WWM OR FIBER I I ( I I I SPECIFICATIONS FOR ( I O I �r PRACTICES. PROCESSES ( I MESH ON 6 MIL VAPOR I 1 6x6 10/10 WWMI OR FIBER I I I 12 AND TREATMENTS TO I ( I 1 BARRIER OVER CLEAN, I I MESH ON 6 MIL VAPOR I ( I INSECT AND DECAY 2 I I - o MISE"T APPLICABLE CODE 1 I I I I 1 RESISTANCE I O I 1 BARRIER OVER CLEAN, I .1 ST2 I CONII'AC"I'ED FILL. SEE I I 1- J CONSTRUCTION I l ST2 I REQUIREMENTS. I 1 L -' ARCHITECTURAL COMPACTED FILL. SEE I I 1 � I 1 ARCHI'TEC'TURAL I I PRACTICES. PROCESSES CO I DRAWINGS AND I I DRAWINGS AND 1 I AND TREATMENTS TO 1 I I SPECIFICATIONS FOR 1 I SPECIFICATIONS FOR I i MEET APPLICABLE CODE 1 11 ( INSECT AND DECAY REQUIREMENTS. l_ J L 20" WIDE x 12" DEEP --,/i I RESIS'T'ANCE I I INSECT AND DECAY ( I 1 1 INTEGRATED CONCRETE 1 1 CONSTRUCTION I I RESISTANCE I 1 FOO'L'ING W/ (3) #4 CONT. PRACTICES. PROCESSES I I CONSTRUCTION 1 SIMILAR TO DETAIL I 1 I PRACTICES. PROCESSES 8 10 1 1 8/10 12/ST2, EXCEPT AS I I AND TREATMENTS Il 1 1 / MEET APPLICABT E CODE 1 I AND "TREATMENTS TO I I IS ST2 N NO'T'ED FIEI2EIN. I I r+ REQUIREMENTS. I I` MEET,APPLICABLE CODE I 1 ) R 1 I I I I ( ( REQUIREMENTS. J' I ivNunn" w 1 00 I I 1/ 1 20' WIDE x 12" DEEP I ST2 1 I I 8/10 i 1 INTEGR VrED CONCRETE 1 1 ro FOOTIN'W/ 3 #4 CONT'. -- -----------I Y., ST I I 8/10 Stiff 1LAIi"ioDE"rtuE F L-------- 1------- --- ------------J Ltr.e= ST2 I 2/ST2, EXCEPT AS I I I 1 NOTED HEREIN. I -�— I L - - - - - - - - J i i 7 PORCH PADS TO BE: 7 O 7 I ----- -- I 7 PORCH PADS TO BE: 20".Y / 2-#4'S L--- ------ ------J I ST2 ROTHBOTFIwkYs ST2 - I T 20"x20"x16" W/2 -#4'S ST I� I - BOTH WAYS I _ _ r 1_ -� r I 7 A 1 IFT PADS To E: 7 I r ar r- - - - 20"x20"x16" W/ 7 7 20"xzo°x16° w! ❑ - - - - - - - ❑ - - - - - - - ❑ --1 1---- _p I - - - - - - ❑ ❑ ST2 2-#4's BO'T'H ST2momYST2 ST2 _ I 12-#4'S BOTH 10'-0" 10'-0' L w;Ys r J L, rWA1 S r 10'-0" 10'-0" ❑1---- - ❑ I----- - a❑ ❑�----I ❑ G---- ----1❑ (1) MSTA24 @ EA. 92 SPF 2X6 STUD TO HDR OPENING (1) SP6 @ EA. #2 SPF 2X6 STUD TO SILL PL. AS SHOWN "TRADITIONAL FI" WARE" PER DETAIL C/S'T I. ,----_---WINDOW OPENING iMIN. 3PLY #2 SPF 2X6 STUDS Z FACE VIEW 1(2"DIA. A.T.R WA 3"X3" WSHK&NUI' @ EA. SIDE OF COLUMN, AS SHOWN. A WINDOW HEADER DETAIL, S1 U le� 00-` �Q o �OU w 1PLY #2 SYP 2x8 LEDGER „ LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB O MEMBER IN TRUSS TOl W/ O (3).131"x3" NAILS 2" EXPANSION MT. SION T. 8'— 3" 1" 1 EXPA1163 v MIN. (5) PLY SYP STUI PACK IN WALI (2) i" DIA.x8"L. SDs SCREWS WAN 10" OF TOP OF HORIZ 7'DIA.x8"L. SDS SCREWS AT 8" O/C (COUNTERSUNK 1" MAX.) (2) 4L"DIA.x6"L. SD,' UNIT C FOUNDATION PLAN s1 3/16" =1'-011 B REAR PORCH FRAMING DETAI S7 CONVENTIONAL FRAMING NOTES ALL MATERIAL 92 SYP U.N.O. ALL RAFTERS 2x6 @ 24"o/c U.N.O. ALL CEILING JOISTS 2x4 @ 24"o/c U.N.O. CLUSTER (5).13 VxT' NAILS @ EA. ROOF RAFTER TO CEILING JOIST INTERSECTION. (5).13 IxT' TOENAILS @ RAFTERS & CEILING JOIST 'TO LEDGER (1) H2.5 A @ EACH RAFTER TO HEADER 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOISTS) FASTENED TO EA. (16"O/C MAX.) VERT. FRAMING MEMBER W/ (5).131 "x3" NAILS WALL ANCHORAGE LEGEND 5/8' DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. Y'0"x%" ROUND HOLE WASHEIZ ATOP UPPER -MOST TOP PL. ASSEMBLY. ;" DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"0"x10ga. SLOTTED WASHER (+ FENDER W kSHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. 8' TO ;" DIAMETER HYBRID 'THREADED ROD ASSEMBLY. 12" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE A 'FOUNDA'T'ION, w/ z -to REDUCING COUPLING'TO $' DI AMETER FULL -HEIGHT THREADED ROD w/ 2"x2"x $' W 1SHER ATOP UPPER -MOST TOP PL. ASSEMBLY. I>! $" DIAMETER THREADED ROD ASSEMBLY w/ 4" A;SEMBLY. IBEDMIENT INTO FOUNDATION AND COUPLINGS AS ;Q'D. 2"xTx$' WASHER ATOP UPPER -MOST TOP PL. C 0 0 Cn O ''ATTEiVTTI REFER TO DETAI "BRICKE"T" ENG AT REAR PORCH RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB MEMBER IN TRUSS 'TOI W/ (3).131"x3" NAILS J/ I-V — I -V OSB 3"/12" 8D'S W/ (1) 5/8"DIA. THREADED ROD ASSEMBLY @ EACH END & -k" DIA. STUBBIES @ 24" O/C. 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VERT. WEB MEMBER IN TRUSS TO W/ (3).131"x3" NAILS vJ � }0 �: " O�� 700 OF•O F+� 0U �O :___w711PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. VER"I'. WEB MEMBER IN TRUSS 'TOl W/ (3).131 "<YX NAILS I *RODS AT MAX. 3'-10"o/c. 3 2nd FLOOR STRU s1 3/16" =1'-011 N THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORE(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 MEB2.24.2015 2 - 3 - 4The - CATILLO Group AFI.,I&Corpuration - - Designers a Engineers _ 655o Roosevelt Blvd. Jacksonville, FL32244 (904) 77z-6100 FL CoA No. 29015 :rR n V1 U U i DESIGN MEB DRAFT MEB CHECKED EAW SCALE N. T. S. DATE 3.11.2015 JOB NO. 15-042 SQ. FTt NA c " Project Engineer; .DZzIbeth :A. Woaoward,.PE Protessonal Engineer F Ne 61947 'Y v 6550 ;RO.OSEV�LT,BLVR. �-� NQKSF,LONVILCL, �62244 g '(964),Q G279 SHEET III i of 4 2 x8-1 I i 2 2'6 -CO T. -1j 2 M'CONT.-L I ii 1 ; 2x81,1/2 II 1 0' q�- . l 2 i Qr,_v l I ! U U I I m F c H n Ip- c0 Fes-. `1 t f ro Fes- b�N. a I o 0 o o I- JGi4 16b- co i I 1 i Li MI , 4ply 2 #2 SP • 4pI� 12x4 #2 PFCo - _ "JO5 i i JAGS w/ () a MSTA12 OV JAG{ To I EAC 'ACI i. J4CKS M0STAI?9i 4CK (1) QN EA FT AD�jf Z �j { CJ05 7• AN (1) CS EA (�POS H ;t I@ ' ASE i� t� EACH lD (1}11 16 @ it PIQ�ST BAS it �I ! �; I ' C3O6 \ 1 1 II i I TO TUD I IST LOOR OW N VEL TQ 1 STU PELOA IN TFL I R LEV L. — - --- ---J------ IF76 EJ02 10 ( } Ir t 00 ---� C/J q! 1 Al: I °{ Iw i P -�` / ` ----,--- -- ---- -- L- j i r �II I ,' II II I. , I it ji - --- - ---- ---- ;T u r-- --� ' _j 6 _ 345 MIN. w/ 1 w/(I ( JACK NIS B ly 2x4 NISTA OHE F 12 (a� ifq E TO �2 SPF 2 ON DER ACH IEADE II �A��S A C( TD �, OS TZ I� 1) ( % 14S"I'A24 'I'1 P 1 L-_-- ) MTS' 2's OR (2) I @ TRJSS TO -3p y #2 SP� 2x4 ST w11) HYI3�tID -L y i J- i i I �� ;� II I; ?1 MTS1 i I (� II : MI'A24's ° �I 'I'1230 3pl I PO T w/ (� I I I li 's OR 2 �I () cd "TRC SS I #2 SPF 2x4 I, HYBWD II M1N.4ply Jt tj li ( (1) M , KTO1t_; IS'I'Al BASE'O I x4 #2 §PFJA �" !i Al2 9N EA t1AND�1) c EA I H POS" @ I HE DEER S �. tI I \ 1 L- \--- ---- I, r _ __ I - s i I I I ' f . o o I BE ll OW. HREA ED R + D SS IBLY A_ 1 ;1 I I� T READVD i it ASSET KOI) BLY. i I ELO 9i m f, o � �; ; U v CJ04A if 304 T 2 _ _ — - T T12 Ti 2)2x6�CON.-1/3 �JQ a� v -I - Cy 1 UNIJ, - T10GUNI T13G UNF," B I I *RODS AT MAX. 3'-10"o/c. 3 2nd FLOOR STRU s1 3/16" =1'-011 N THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORE(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 MEB2.24.2015 2 - 3 - 4The - CATILLO Group AFI.,I&Corpuration - - Designers a Engineers _ 655o Roosevelt Blvd. Jacksonville, FL32244 (904) 77z-6100 FL CoA No. 29015 :rR n V1 U U i DESIGN MEB DRAFT MEB CHECKED EAW SCALE N. T. S. DATE 3.11.2015 JOB NO. 15-042 SQ. FTt NA c " Project Engineer; .DZzIbeth :A. Woaoward,.PE Protessonal Engineer F Ne 61947 'Y v 6550 ;RO.OSEV�LT,BLVR. �-� NQKSF,LONVILCL, �62244 g '(964),Q G279 SHEET III i of 4 7/16" STRUCTURAL I -RATED OSB MAY BE USED I.LO. 15/32" EXPOSURE 1 -RATED. SHEATHING THICKNESS & ATTACHMENT SCHEDULE •* MIN. WALL SHEATHING & + BLOCK ALL PANEL EDGES Bd RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" OF WALL SHEATHING. NOMINAL SHANK dla., RING dia. 0.012" OVER SHANK dia., 16-20 NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280 -dia. FULL ROUND HEAD, MIN. 2" LENGTH. BY REQUIRED SHEARWALL NAILING (SEE F/ST1). ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD TABLE, W/ PLY CUPS BRACING REQUIREMENTS. - MIN. 19 32" RAFx TER 3TRUSS/ -TO-TOP PL IN ADDITIONT (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE ENGINEERED TRUSSES ROOFING• UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & CONVENTIONAL (SOLIDSAWN) NOTED OTHERWISE. RAFTER BEARING POINTS. FRAMING. SEE PLAN, L S LAYOUT OR SSOCIATED DELEGATED ENGINEERING FOR TYPE, SIZE & TRUSS -TO -PL. CONNECTORS - ORIENTATION OF MEMBERS. EXCEPT AS NOTED ON STRUCTURAL PLAN(S), (2) 2x( ) #2 SYP TOP PL.. FASTEN PLIES "ALL' ROOF TRUSSES TO HA9E: TOGETHER w/ (2) ROWS .131x3" NAILS 0 (1) H2.5A(1) SD'IC SCREW OR 12"0%, STAGGERED, wj MIN. 24" LAPS / MIN. (12) .131x3' NAILS IN EA. LAP. SPH4-6-8 0 MAX 32'o/c 0 PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie *TOFs7aILs 70 TOP PLATE NOT REQUIRED ANCHORING RODS PER DETAIL B/STi TYPICAL EXTERIOR WALL- 2x( ) #2 SYP SHOE PL. w/ (2) ROWS TW OF .131x3' 0 12"o/c, STAGGERED. MIN. 23 23/32" APA- OR TECO -RATED 11 II EXTERIOR STUD WALL SPECIFICATIONS II II T&G DECKING (24"o/c STURD-I-FLOOR) w/ SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING' 6"/6"o/c 10d NAILING & APPROVED 11 CON TRUCTION ADHESIVE, = _ MATCH SIZE, GRADE & L_ -_ - __ _ � QUANTITY OF ALL 2nd r a i TYPICAL IN BEARING WALL 11 FLR STUD COLUMNS w/ „ ` r III BLOCKING IN FLR SYS. ty r r 11 i`y /. EXCEPT AS NOTED ON STRUCTURAL PLAN(S)S - t, t� AND W/ 1st FLR-LEVEL ` r/ t i t, `• rr+ EFFECTIVE PL HL ALLOWABLE SND 9L, -_ _ STUD COLUMN U.N.O.. �= '� __ - -*1y/-' _ TO8-11 B =--� � t--� 11� o - 1 F o 16 INTERMEDIATE FLOOR SYSTEM - r��}r I APPLICABLE TO MULTI -STORY BUIL II II TO 1B'-7' F To 21'-7" 2x6 srP sroos @ tz" o 11 ONLY. SEE PLAN, LAYOUT, OR 11 11 11 ASSOCIATED DELEGATED ENGINERING FOR ATTACH 2nd FLR STUDS TO 1st FLR ll�ll TYPE, SIZE &ORIENTATION OF MEMBERS, ll�lt STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. ® MAX. 32"o% w/ (11) 1Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & -�\ USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/STi TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 ® MAX 32"o/c RIBBON w/ PRESCRIBED "EDGE NAILING' PL -TO -STUDS - NOT REQUIRED SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FiNISH, ADD CORRUGATED GALV. BRICK TIES @ 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR WALL STUDS. 1/2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS w/ WALL SHEATHING PER TABLE 2'"x2"x1/8" WASHERS ® 24"o c. SEE SILL PL, SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S -SHEETS) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. 9 TYPICAL ONE- & TWO-STORY WALL DETAIL NOT TO SCALE LOW -CARBON STEEL NUT FOR Ye's AT ---� ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER.,% { PER STRUCTURAL ROD TO BE POSITIONED SO THAT SQUARE Id DETAILS. WASHER CAN BE TOTALLY SUPP013TED BY /'TOP PL.. TORQUE NUT ABOVE WASHER TO 30-35 -. FOOT-POUNDS AT TIME OF INSTALLATION / Y (AFTER EPDXY CURES). // i \ I *ATR MAXIMUM OUT -OF -PLUMB TOLERANCE: Ya" PER F007 OR 2" PER woao*n• Roo FLOOR LEVEL - WHICHEVER IS LESS. PROVIDE FULL . r'+ 1W I SHEATHING COVERAGE I I ON MIN. ONE PLATE. NAILING INTO TOP PLATE 11 1 PER A/STi. If 1==-----A I ( I 11 INTERMEDIATE FLOOR I ( LOW -CARBON STEEL t SYSTEM - APPLICABLE 14 / MIN. COUPLER w 3¢" it TO BUILDINGS MULTI -STORY r ONLY. THREAD ENGAGEMENT Ir O - - - - -1 II I FROM EACH WOOD*TIe U, I ROD. (OPTIONAL, 15 1 1 1 LOCATE AS REQ'D) 11 I I< --I it I WOOD*Tie RODS - )¢"dia. A307 THREADED STEEL RODS ("ATR-) LOCATED AT 1 17 CORNERS, EACH SIDE OF OPENINGS LARGER THAN 6', "INDEX" SHEATHING 1/4" FROM `11 I --INTEA EDIATE AND Vo/c (EXT. WALLS) or BOTTOM OF SHOE PLATE FOR A SILL PLATE 4'0% (INT. WALLS) MOISTURE PROTECTION AND TO SHEAR THEREAFTER. SEE DETAIL CREATE OVERLAP ONTO DOUBLE CONNECTORS - F/ST1 FOR USE AT ENDS OF PLATE 0 TOP OF WALL. SEE TABLE FOR SHEAR WALL SEGMENTS. OUTSIDE FACE OF SHEATHING TO APPROVED BE 'FLUSH' W/ SLAB EDGE. FASTENERS AND SPACING. N 1-- SIMPSON 'AT" (ACRYLIC TIE)I- 2 -PART EPDXY, INSTALLED I w FOUNDATION - PER MANUFACTURER'S V N OUTHIC-STYLE Q MO INSTRUCTIONS. 7 CI - < FOUNDATION SHOWN - mss - I FOR CLARITY, SEE U _::I� SHEET ST2 FOR APPROVED FOUNDATION - f� O U1 TYPES/STYLES. < :2 ::) C 15 4 MIN. 2" EDGE SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE I ZI S -SHEETS) FOR SILL PL -TO -FOUNDATION a ACHORAGE WHEN USING WQOD*Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS ST1 NOT TO SCALE 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSD-70P MIN. 7/16" THICK WALL WINDOWS, w/ (2) .131x3' TOE -NAILS PER END. SHEATHING OR STRUCTURAL HEADER, ADJACENT TO SHEET -SIDING wj (i) ROW OF ad 2" TOP PL - PER CALL SPH4-6-8 CONNECTORS NAILS 0 3"o/c AT TOP OF MAX OUT ON STRUCTURAL 0 TOP PL. -TO -HEADER 0 SHTN'G (IN TO TOP >) AND AT PLAIN. I MAX. 32"o/c. BOTTOM OF SHTN'G (IN TO HDR.). NO ADDITIONAL PL -TO -HEADER CONNECTORS REQ'D w/ TRUSS 1310" TOE- OR - UPLIFTS ,1,000}. FOR HIGHER END -NAILS 0 KING -STUD I' UPLIFTS USE CONNECTIONS AS U - -11 TO HEADER. 2x6 HDR. SPECIFIED ON STRUCTURAL PLAN. i1 -- 1--- -, USE (6) NAILS, 2x8 & G'/r 2x10 HDRS. USE (9) 131x3" TOE- OR WINDOW HEAD -APPLICABLE ONLY ��. WHEN WINDOW DOESN'T ATTACH NAILS, 2x12 & ENG. END -NAILS 0 KING -STUD 11 WOOD HDRS. USE (12) TO HEADER. 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FUR (6) NAILS, 2x8 & 2x10 SIZE & CONNECTION(S). NAILS.. HDRS. USE (9) NAILS, 2x12 ___ _ - -- (1) MSTA-SERIES STRAP & ENG. WOOD HDRS. USE -_- --`7T �� - - 0 EACH JACK -STUD TO (12) NAILS.. ' ' HEADER. 2x6 HDR. USE INTERMEDIATE WINDOW HEAD -- 12" STRAPS, 2x8 & 2x10 APPLICABLE w/ DETACHED HDRS. USE 18' STRAPS, WOOD*Tie ANCHORING RODS, PE ONLY. SEE TABLE TRANSOMS} � S. DETAIL B/STT, EACH SIDE OF FOR SIZE & CONNECTION(S). 2x12 &ENG. WOOD HDR EACH OPENING, WITHIN 2" OF USE 24' STRAPS. JACK -/KING -STUD ASSEMBLY. JACK- & KING-STUD(S) SPHCONNECTOR PER CALLOUT ON 0 0 SINGLE JACK -STUD 70 STRUCTURAL PLAN. OE USE (1) 0 DOUBLE JACK -STUDS TO WINDOW SILL - SEE TAB�FO FOUNDATION. USE (1) IN.IERMDIATE SHEAR ///�SIZE & CONNECTION(S). HTT16 0 TRIP (OR MORE) FASTENERS, PER SILL PL - / - t_ WINDOWS) AND _ JACK -STUDS TO SHE CONNECTOR SCHEDULE 1L OOR(S) SHALL BFF+ ��%%% --- FOUNDATION. ON S-SHEET(S). ----_n ") ATTACHED TO --11 I 11 APPROPRIATE 11 I If FRAMING MEMBERS it ie. ANCHOR BOLTS PER IN ACCORDANCE DETAIL A/ST1, TYP. WITH APPLICABLE � D REG ONS.. TRUCTIONS & WOOD*Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS EXTERIC'R WALL-GPENNG HEALER OR I'LL 13-0 MPH, EXPOSURE B. ROOF SHEATHING 'WALL SHEATHING' MAGMUM SPAN/OPE,NG FCR CI`iEN WALL HEiCHT CONNECRON REQUIRED _ _ AT ENDS 8' 9' 10' I_11' 12' - WIND (supported @ 24' 0!C MAX) (supported @ 16' 0/C MAX) SPEED & 8d RING SHANK NAILING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING ** EXPOSURE MIN THICKNESS—ffINPERIMETER/ HORIZONTAL ERT APP. W! VERT APP. INT END 7°-5" T-1" fi-0..131 X 3- TVE NAILS (SPAN INDEX) END ZONES APPLICATION UT STUCCO WI STUCCO ZONE ZONE W/ (3) 10d WALL SEGMENTS > 15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) JFdia WOOD*Tle ROD 7/1 G" 711 G" 1 5/32" G712" G % 1 2" INTERMEDIATE FLOOR 4"o/c (24/1 G) (24/1 G) (32/1 G) (2) CS161 ACROSS FLOOR SYSTEM TO HEADER OR STUD (supported 24' 0lCMAX) 115 < 132 mph 7/ 1 G" G'IG' MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING ` EXP B, C, 8 D (2t}/ 1 G) HORIZONTAL ERT APP. WI VERT APP. INTEND ARTIALLY NCLOSED 4"o/c 8"o/c APPLICATION UT STUCCO W/STUCCO ZONE ZONE $W1 ENCLOSED 1 5/32" 1 5/32" 19/32" G'%) 2" G%G" (3) CS16's* ACROSS FLOOR SYSTEM TO HEADER OR STUD (1) %"dla WOOD -Tie ROD (MATCH HTT22 (32/1 G) (32/1 G) (40/20) COL BELOW w/ 1st FLOOR HOLD-DOWN •* MIN. WALL SHEATHING & + BLOCK ALL PANEL EDGES Bd RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" OF WALL SHEATHING. NOMINAL SHANK dla., RING dia. 0.012" OVER SHANK dia., 16-20 NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280 -dia. FULL ROUND HEAD, MIN. 2" LENGTH. BY REQUIRED SHEARWALL NAILING (SEE F/ST1). ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD TABLE, W/ PLY CUPS BRACING REQUIREMENTS. - MIN. 19 32" RAFx TER 3TRUSS/ -TO-TOP PL IN ADDITIONT (40/20) WITH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE ENGINEERED TRUSSES ROOFING• UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & CONVENTIONAL (SOLIDSAWN) NOTED OTHERWISE. RAFTER BEARING POINTS. FRAMING. SEE PLAN, L S LAYOUT OR SSOCIATED DELEGATED ENGINEERING FOR TYPE, SIZE & TRUSS -TO -PL. CONNECTORS - ORIENTATION OF MEMBERS. EXCEPT AS NOTED ON STRUCTURAL PLAN(S), (2) 2x( ) #2 SYP TOP PL.. FASTEN PLIES "ALL' ROOF TRUSSES TO HA9E: TOGETHER w/ (2) ROWS .131x3" NAILS 0 (1) H2.5A(1) SD'IC SCREW OR 12"0%, STAGGERED, wj MIN. 24" LAPS / MIN. (12) .131x3' NAILS IN EA. LAP. SPH4-6-8 0 MAX 32'o/c 0 PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie *TOFs7aILs 70 TOP PLATE NOT REQUIRED ANCHORING RODS PER DETAIL B/STi TYPICAL EXTERIOR WALL- 2x( ) #2 SYP SHOE PL. w/ (2) ROWS TW OF .131x3' 0 12"o/c, STAGGERED. MIN. 23 23/32" APA- OR TECO -RATED 11 II EXTERIOR STUD WALL SPECIFICATIONS II II T&G DECKING (24"o/c STURD-I-FLOOR) w/ SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING' 6"/6"o/c 10d NAILING & APPROVED 11 CON TRUCTION ADHESIVE, = _ MATCH SIZE, GRADE & L_ -_ - __ _ � QUANTITY OF ALL 2nd r a i TYPICAL IN BEARING WALL 11 FLR STUD COLUMNS w/ „ ` r III BLOCKING IN FLR SYS. ty r r 11 i`y /. EXCEPT AS NOTED ON STRUCTURAL PLAN(S)S - t, t� AND W/ 1st FLR-LEVEL ` r/ t i t, `• rr+ EFFECTIVE PL HL ALLOWABLE SND 9L, -_ _ STUD COLUMN U.N.O.. �= '� __ - -*1y/-' _ TO8-11 B =--� � t--� 11� o - 1 F o 16 INTERMEDIATE FLOOR SYSTEM - r��}r I APPLICABLE TO MULTI -STORY BUIL II II TO 1B'-7' F To 21'-7" 2x6 srP sroos @ tz" o 11 ONLY. SEE PLAN, LAYOUT, OR 11 11 11 ASSOCIATED DELEGATED ENGINERING FOR ATTACH 2nd FLR STUDS TO 1st FLR ll�ll TYPE, SIZE &ORIENTATION OF MEMBERS, ll�lt STUDS (OR BEAMS) w/ CS16 STRAPS BRACING, BLOCKING & INSTALLATION (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. ® MAX. 32"o% w/ (11) 1Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & -�\ USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/STi TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 ® MAX 32"o/c RIBBON w/ PRESCRIBED "EDGE NAILING' PL -TO -STUDS - NOT REQUIRED SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FiNISH, ADD CORRUGATED GALV. BRICK TIES @ 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR WALL STUDS. 1/2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS w/ WALL SHEATHING PER TABLE 2'"x2"x1/8" WASHERS ® 24"o c. SEE SILL PL, SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S -SHEETS) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. 9 TYPICAL ONE- & TWO-STORY WALL DETAIL NOT TO SCALE LOW -CARBON STEEL NUT FOR Ye's AT ---� ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER.,% { PER STRUCTURAL ROD TO BE POSITIONED SO THAT SQUARE Id DETAILS. WASHER CAN BE TOTALLY SUPP013TED BY /'TOP PL.. TORQUE NUT ABOVE WASHER TO 30-35 -. FOOT-POUNDS AT TIME OF INSTALLATION / Y (AFTER EPDXY CURES). // i \ I *ATR MAXIMUM OUT -OF -PLUMB TOLERANCE: Ya" PER F007 OR 2" PER woao*n• Roo FLOOR LEVEL - WHICHEVER IS LESS. PROVIDE FULL . r'+ 1W I SHEATHING COVERAGE I I ON MIN. ONE PLATE. NAILING INTO TOP PLATE 11 1 PER A/STi. If 1==-----A I ( I 11 INTERMEDIATE FLOOR I ( LOW -CARBON STEEL t SYSTEM - APPLICABLE 14 / MIN. COUPLER w 3¢" it TO BUILDINGS MULTI -STORY r ONLY. THREAD ENGAGEMENT Ir O - - - - -1 II I FROM EACH WOOD*TIe U, I ROD. (OPTIONAL, 15 1 1 1 LOCATE AS REQ'D) 11 I I< --I it I WOOD*Tie RODS - )¢"dia. A307 THREADED STEEL RODS ("ATR-) LOCATED AT 1 17 CORNERS, EACH SIDE OF OPENINGS LARGER THAN 6', "INDEX" SHEATHING 1/4" FROM `11 I --INTEA EDIATE AND Vo/c (EXT. WALLS) or BOTTOM OF SHOE PLATE FOR A SILL PLATE 4'0% (INT. WALLS) MOISTURE PROTECTION AND TO SHEAR THEREAFTER. SEE DETAIL CREATE OVERLAP ONTO DOUBLE CONNECTORS - F/ST1 FOR USE AT ENDS OF PLATE 0 TOP OF WALL. SEE TABLE FOR SHEAR WALL SEGMENTS. OUTSIDE FACE OF SHEATHING TO APPROVED BE 'FLUSH' W/ SLAB EDGE. FASTENERS AND SPACING. N 1-- SIMPSON 'AT" (ACRYLIC TIE)I- 2 -PART EPDXY, INSTALLED I w FOUNDATION - PER MANUFACTURER'S V N OUTHIC-STYLE Q MO INSTRUCTIONS. 7 CI - < FOUNDATION SHOWN - mss - I FOR CLARITY, SEE U _::I� SHEET ST2 FOR APPROVED FOUNDATION - f� O U1 TYPES/STYLES. < :2 ::) C 15 4 MIN. 2" EDGE SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE I ZI S -SHEETS) FOR SILL PL -TO -FOUNDATION a ACHORAGE WHEN USING WQOD*Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS ST1 NOT TO SCALE 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSD-70P MIN. 7/16" THICK WALL WINDOWS, w/ (2) .131x3' TOE -NAILS PER END. SHEATHING OR STRUCTURAL HEADER, ADJACENT TO SHEET -SIDING wj (i) ROW OF ad 2" TOP PL - PER CALL SPH4-6-8 CONNECTORS NAILS 0 3"o/c AT TOP OF MAX OUT ON STRUCTURAL 0 TOP PL. -TO -HEADER 0 SHTN'G (IN TO TOP >) AND AT PLAIN. I MAX. 32"o/c. BOTTOM OF SHTN'G (IN TO HDR.). NO ADDITIONAL PL -TO -HEADER CONNECTORS REQ'D w/ TRUSS 1310" TOE- OR - UPLIFTS ,1,000}. FOR HIGHER END -NAILS 0 KING -STUD I' UPLIFTS USE CONNECTIONS AS U - -11 TO HEADER. 2x6 HDR. SPECIFIED ON STRUCTURAL PLAN. i1 -- 1--- -, USE (6) NAILS, 2x8 & G'/r 2x10 HDRS. USE (9) 131x3" TOE- OR WINDOW HEAD -APPLICABLE ONLY ��. WHEN WINDOW DOESN'T ATTACH NAILS, 2x12 & ENG. END -NAILS 0 KING -STUD 11 WOOD HDRS. USE (12) TO HEADER. 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FUR (6) NAILS, 2x8 & 2x10 SIZE & CONNECTION(S). NAILS.. HDRS. USE (9) NAILS, 2x12 ___ _ - -- (1) MSTA-SERIES STRAP & ENG. WOOD HDRS. USE -_- --`7T �� - - 0 EACH JACK -STUD TO (12) NAILS.. ' ' HEADER. 2x6 HDR. USE INTERMEDIATE WINDOW HEAD -- 12" STRAPS, 2x8 & 2x10 APPLICABLE w/ DETACHED HDRS. USE 18' STRAPS, WOOD*Tie ANCHORING RODS, PE ONLY. SEE TABLE TRANSOMS} � S. DETAIL B/STT, EACH SIDE OF FOR SIZE & CONNECTION(S). 2x12 &ENG. WOOD HDR EACH OPENING, WITHIN 2" OF USE 24' STRAPS. JACK -/KING -STUD ASSEMBLY. JACK- & KING-STUD(S) SPHCONNECTOR PER CALLOUT ON 0 0 SINGLE JACK -STUD 70 STRUCTURAL PLAN. OE USE (1) 0 DOUBLE JACK -STUDS TO WINDOW SILL - SEE TAB�FO FOUNDATION. USE (1) IN.IERMDIATE SHEAR ///�SIZE & CONNECTION(S). HTT16 0 TRIP (OR MORE) FASTENERS, PER SILL PL - / - t_ WINDOWS) AND _ JACK -STUDS TO SHE CONNECTOR SCHEDULE 1L OOR(S) SHALL BFF+ ��%%% --- FOUNDATION. ON S-SHEET(S). ----_n ") ATTACHED TO --11 I 11 APPROPRIATE 11 I If FRAMING MEMBERS it ie. ANCHOR BOLTS PER IN ACCORDANCE DETAIL A/ST1, TYP. WITH APPLICABLE � D REG ONS.. TRUCTIONS & WOOD*Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS EXTERIC'R WALL-GPENNG HEALER OR I'LL 13-0 MPH, EXPOSURE B. MEMBER REdv__ ;0. - SP MAGMUM SPAN/OPE,NG FCR CI`iEN WALL HEiCHT CONNECRON REQUIRED _ _ AT ENDS 8' 9' 10' I_11' 12' - 1-2X4 5'-11" T-7" 5'-3" 5' .-0.1.31 X 3' T*E NAILS 2- 2 8'-4' T-li" 7'-6" T-2" 6'-10" u-0.131 X 3' TCr NAILS 1-2X5-' 8'-8" 8'-2" T-9'° 7°-5" T-1" fi-0..131 X 3- TVE NAILS 3-2X6 112'-4- ii' -8" 11•-0" 10'-6" 10'-1" 2-A35S W/8AXI , tL"..iL' 7/16" THICK (MIN.) (24/16 HEADER, ADJACENT TO SPAN INDEX) APA- OR TOP > -PER CALL TECO -RATED WALL SHEATHING 12" MI OUT ON STRUCTURAL SPH4-6-8 CONNECTORS AT 3 ROWS OF w/ (1) ROW OF Bd NAILS 0 PLAN TOP >-TO-CORNER POST () ASSEMBLY AND 0 TOP tOd NAILS 0 B" 3"o/c AT TOP OF SHTN'C (IN TO I [ N (1) ROW OF 1 TOP >) AND AT BOTTOM OF > TO -HEADER ®MAX. 32'o/c. • ° 0 NAILS • O.C., STAGGERED 0 4" O.C. AS SHOWN, EA SHTN'G (IN TO HDR.). NO OUTSIDE CORNER OF (1) ROW OF STAGGERED, PLY. ADDITIONAL >-TO-HEADER GARAGE. ° 10d NAILS ® CONNECTORS REQ'D w/ TRUSS 6" O.C. 1 1/4" OFF 1 5/ ♦ ° UPLIFTS ,1,000}. FOR HIGHER �( < OF 2x6. I .131x3' TOE- OR END -NAILS I STAGGERED, 0D UPLIFTS USE CONNECTIONS AS D TO HEADER. WITHIN 3/4" 2 1 a" • a SPECIFIED ON STRUCTURAL I - ®KING SN ♦ WI CENTERLINE PLAN. TRUSS TO > CUPS TO ** IF THE INDICATED EMBEDDEDws 2x10 HDRS. USE (9) NAILS, OF 2x4 13E ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPERLY 2x12 &ENG. WOOD HDRS. APPLIED TO FRONT SIDE ?21 WgLL SIDE USE (12) NAILS. OF WEB OUA8F CORNER 0 CAST -IN-PLACE, THEY MAY BE • REPLACED BY THE FOLLOWING: �� GARAGE. (1) MSTA-SERIES STRAP 0 + .131x3' TOE- OR END -NAIL (1) HTT22 ** EACH JACK -STUD TO ® KING -STUD TO HEADER. HEADER. 2x10 HDRS. USE 1 1j2' 1 1/2" /8" 2x10 HDRS. USE (9) NAILS, WOODH RS, USE 2x122 "ENG. 2x12 & ENG. WOOD HDRS. 0TRAP 1 A2 9W (Or yp � m2 wr at � A2 2! � Syp�y� USE (12) NAILS. �• ADDED STRAPS MUST *TYPICAL CONNECTIONS ®STUDWOOD*Tle ANCHORING RODS /16' THICK (MIN.) (24/16 SPA BE INSTALLED w/ ADDITIONAL CONTINUOUS LATERAL [SEESTRIUCTURAL FRAMING PLAN FOR NUMBER OF PUES. FASTEN WALL INDEX) APA- OR TECO -RATED PC. OF #4 REBAR PER BRACE QUANTITY AND COLUMNS JACK -TO -KING STUD NG -TO -POST W/ MIN 8d's 4� 12" 0 C OR GYPSUM -70 -POST W/ PER DETAIL B/STT, AT SIMPSON INSTRUCTIONS. ** LOCATION DEFINED BY f I ASSEMBLIES, CORNER POST. ETC. /EACH END OF WALL WALL SHEATHING w/ 3"/12'o/c TRUSS ENGINEER. *cPFc'IFIED NAILING REQUIRED FOR 0 4" OjC. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2' OF 8d NAILING, EXCEPT WHEN NOTED. CONNECT TO EACH EVERY PLY IN ADDITION TO 2 PLYS. JACK -/KING -SND BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF TRUSS MEMBER W/(2) ASSEMBLY &CORNER POST EDGES w/ 2x BLOCKING. STH014 AT CURB WALL NAILS ASSEMBLY. ROD ®CORNER (1) STHD14/-RJ CONNECTOR ® LOC(DTLOST. MAY BE INSTALLED TO JACK -/KING -STUD ASSEMBLY- LOCATIONS. EITHER AT EITHER SIDE OF CORNER MAY C USED LL '7 MULTIPLE PLY POST CONNECTIONS eOST ASSEMBLY. TO -FOUNDATION & ®CORNER NON -CURB WALL (LITE NOT TO SCALE POST ASSEMBLY -TO- 1/ST2) LOCATIONS. ST1 FOUNDATION. (MAY BE USED ) I I.L. WOOD*TIe RODS) LENGTH OF CS16 STRAPPING w/ MIN. (10) 10dDOOR(S) SHALL BE J \- j_ IEACH PLY OF SILL & HEAD(ER), EXTEND ATTACHED TO `� HORIZONTALLY ACROSS STUD ASSEMBLY & APPROPRIATE FRAMING BLOCKING, CONTINUOUS TO CORNER, FILLING ALL MEMBERS IN ** MAY USE PA51 or -68 STRAPS I.L.O. STHD's HOLES w/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE ACCORDANCE WITH AT STEM -WALL APPLICATIONS. ATTACH TO 4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). W 0 *T1A ,HORING RODS APPLICABLE FRAMING w (22 16d or (26) IOd ** ...a�s.:x...",;ms----"nr - ..,a�a..s I'll INSTRUCTIONS NSTRUCTIONSR& �_, . TT TRADITIONAL M TAL CONN'CTORS DIRECTIONS. HEADER PER STRUCTURAL PLAN SEE DETAIL C/ST1 FOR (VERTICAL) 9NOT TYPICAL GARAGE DOOR OPENING FRAMING DETAIL - U.N.O. I I HEADER -TO -STUD STRAPPING TO SCALE - SPECIFICATIONS. 11 1 AT EXTERIOR DECKS, LEDGER 1-3/4" Width Pieces: I �T SHALL MATCH JOIST DEPTH (MIN. Minimum of (2) rows of 12d (3-1/4") nails Q 12" o/c. i t i- S B SHEATHING 2x8) AND BE ATTACHED TO EAC I l * Minimum of (3) rows of 12d (3-1/4") nails a 12" o/c for 14" & , i' NAIL THROUGH A.P.A. RATED i 16'o/c (MAX) VERT. FRAMING w deeper. �• r INTO FRAMING W/ ad AT 3" O.C. AT ALL X'dia. SDS -SCREWS - 3" LONG F * Nailed connections require an additional row of nails when null size T -BRACE FASTENED TO (t EDGES AND INTO EACH PLY OF EACH DIRECTLY ATTACHED 70 FRAMING, is smaller than specified above (min. 0.128'X3'). WEB W/ .131x3" a 6" 11 DOUBLE INTERIOR PLATE, 12" O.C. 3-1 2" LONG IF ATTACHED w * Nail from BOTH SIDES of 3 -ply members 0/C. T -BRACE TO BE I I ELSEWHERE. THROUGH SHTN'G. ¢ 3-1/2' Width Pieces AR2! 4-p 1-3/4' Width Pieces: 12" SAME SPECIES AND s W h W 1�. * GRADE AS WEB TO BE !3 FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCREWS: Minimum of (2) rods'" /�2" bolts 0 24" o/c stag e � T, BRACED. SIZE OF MEMBER I CONNECTIONS, SEE TYPICAL WALL 2x8 LDGR• (6) SCREWS �,\-1 2x STUDS i % 72" AS SPECI(QED BYI'. LISS SECTION AND TYPICAL HEADER 2x ID LDGR: (7) SCREWS t � �. I I PER TABLE. 12* / / ,- � DESIGN EN INEER IN. i I I FRAMING DETAIL 2X12 LDGR• (8) SCREWS jI �11I , , - •� 1X4). (2)2x( HEAD AT DOUBLE INTERIOR #2 SYP LEDGER FASTENE TO 16"o I � /� / I-,` c () () i / TRUSS -TO -LEDGER i (F AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST I (MAX) STUDS w/ .131x3" GUN NAILS 0 EA CONNECTOR /i /ter /- - (TYP) + PLATE 70 SECOND PLATE W/ (2) ROWS i STUD -EXTEND TO STUD BEYOND.ASTTRUSS. / I i1-111111 .-11-111 I 12d COMMONS AT 8" O.C. SPECIFIED I� - BY TRUSS 6 i 11 r. I . SIDE PANEL HEIGHT TO 4 -ENGINEER. i�1`j% � /, WIDTH REQUIREMENTS 2 �i j' TRU R C NN TION SCHEDULE (Rv8 PER TRUSS) I I �1i I HE I.L FOOTING (SEE TYPICAL WALL SECTION) PH HTT INIFRMED) TE SHEAR FASTEN PER SIL SCHEOU��pNNECTOR i' S -SHEET;) ! { (1) h ftMIN. w 7 2 -1 6 l'-8 1/2 5 1-5 4 2 I-21/2- (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF WEB. CONNECT TO EACH TRUSS WEB W/ (2) NAILS. INSTALL DIAG. BRACES 0 EACH END OF CONT. LATERAL - BRACE LINES & 0 MAX. 20' INTERVALS BETWEEN ENDS. FOR TRUSSES � 24' 0/C MAX WALL SHEATHING - SEE TYPICAL WALL SECTION (A/STI) FOR ADDITIONAL SPECS 2x4 PLANK ORIENTED LATERAL BRACES 0 24" 0/C TOP AND BOTTOM. FASTEN TO FLOOR TRUSS W/ (3) 10d COMMON TOE -NAILS. BRACES TO EXTEND INTO FLOOR - SYSTEM (1) BAY. LATERAL BRACE LOCATION ON BOTTOM CHORD 70 MATCH BRACE LOCATION ON TOP CHORD. IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES 2nd FLOOR WALL ABOVE HOLD-DOWNS - EACH END OF EACH SHEAR -WALL SEGMENT SHEAR -WALL FASTEN FLOOR 1st -FLOOR SHEAR -WALLS DECKING (PER A/ST1) DESIGNATION LATERAL BRACE W/ (4) 10d COMMON NAILS /-TO 2x4 DIAGONAL TRADITIONAL HARDWARE BRACE 0 24" O/C, DIAGONAL ENCLOSED BRACE TO 12'o/c LATERAL BRACE WALL SEGMENTS > 15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) I¢"dia WOOD*TIe ROD W/ (3) 10d WALL SEGMENTS > 15' LONG: NONE REQ'D. WALL SEGMENTS < 15' LONG: (1) JFdia WOOD*Tle ROD COMMON NAILS -/�\\� AT EACH END \ INTERMEDIATE FLOOR Rv# 0-776 ........... 2 6 w 5 NAILS 0 EACH STUD. �� TS I 11 11 I CEWNG UNE I NNECTION OF MU TIPLE PLYSCF II TRUSS WEB REQUIRING BRACIN . 11 I Rv# 777-7241..... x8 -xZ NAILS 0 EACH STUD. /' a 1 LEDGER DETAIL ST1 SCL BEAMS U.N.O. ST1 NOT TO SCALE NOT TO SCALE 't FLOOR EDGE TRUSS ON PARALLEL END WALL (NOTE: ROOF/FLOOR RIBBON ON FLOOR TRUSSES NOT SHOWN HTT22 TO ATR (TYP). RUSSES FOR CLARITY.) GHT-LIMITED APPLICATIONS MAY USE, ROOF/FLOOR SHEA-Ml I (2) I.L.O.SPF 2x4 ( EA. CORNER SINGLE TRUSS .O. EACH HTT22, (1) PH06 OR (2) 1 _ 0C 4x4 POST. (3) 13 SPF 2x4'S D2's. IF PHD2's ARE USED, MATCH 0 CORNERS DIRECTLY BENEATH 16 ATR SPECS. IF OVER 1st FLOOR BEAM WHEN 6x6 IS REQ'D. BRACING NOTES: BEAM, STRAP TO BEAM w/ (3) CS16's 2X4 #2 SPF LEDGER HTT16 & 5/8"0x5-1/2" EMBED 1, ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. (3ply END POSTS REQUIRED). w/ (4) .131 X 3" TO EPDXIED ALL THREAD 0 EACH 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR G SWB - SPECIAL SHEARWALL DETAIL EACH INTERSECTING (3) .131x3" OR ALTERNATIVE AS SHOWN ON APPROPRIATE BRACING DETAILS. THE 1st USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE -FLORIDA DESIGN TRUSS MEMBER - t r CENTER TO CLAIM A LL I GIFT CERTIFICATE. NAILS 0 EACH STRUCTURAL PLAN. 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF 111E BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS NOT TO SCALE usE WHEN ear7oM TRUSS OR i CHORDS ON LEDGER TO DETAILS PRODUCED BY THE TRUSS ENGINEER. DIFFERENT HEIGHTS BLOCKING. 4. ALL FASTENERS SHOWN ARE .131x3" NAILS. ON OPPOSITE SIDES 11`I BEAM -STRAP PER N/S71 UON 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. OF WALL I I 11' 7/16" A.P.A. Oil TECO RATED 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. ---- - -- SHEATHING w/ 6'/12'o/c ad PERMANENT ROOF &FLOOR LATERAL BRACING a-' 1 NAILING - 4 SIUES 2x4 #2 SPF BLOCKING 0 0 .1 Hx3" TOENAILS I { I ST1 NOT TO SCALE 24" 0/C. REDUCE 0 EACH BLOCKING SAX FROM EDGE OF SPACING TO i6" o/c FOR TO TOP PLATE OF PT. BEAM ABOVE SHEATHING/POST EXTERIOR WALL _ [ SW2 AND 12" o/c FOR I SWI. ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 # S7 YP OUTI_r10KER5 - OR � PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS--< 16", 0 24'o/c Wj I i EXTERIOR WALL TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) H5 OEACH OUTLOOKER TO TOP SW (TYPE) I I SPACING INDICATED FOR 111E "X° -BRACING, A CHORD OF GABLE TRUSS OR END I 11MIN. 7/16" THICK {24/tfi SPAN INDEX) APA- OR r- BUILT-UP OR BOXED COLUMN MAY BE. SINGLE 'X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. I � DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6 AND THE OTHER (OFF-PEAK) "X" -BRACES MAY -OVERHANGS 16"-> 24", 0 16"o/c TECO -RATED WALL SHEATHING ATTACHED TO [ BE OMITTED AT THE CONTRACTOR'S DISCRETION, / 1 FRAMING MEMBERS & BLOCKING PER TABLE BELOW. EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. L BOXED COLUMN DETAIL ** (2) H5 GEACH OUTLOOKER TO TOP I BLOCK ALL UNSUPPORTED PANEL EDGES W/ IN. I - " - " 2x4 BLOCKING. I i TRUSS BLO KING DETAIL STl NOT TO SCALE FASTEN ALL ROOF SHEATHI G CALL TOP SABLE TRUSS OR END 'm TEN ALL ROOF SHEATHING I 2ply MIN. STUD END POST (PER 2x4 BLOCKING AT ALL ROOF - - WITHIN 4' • •F GA - - - _ ______ STRUCTURAL PLAN) 0 EACH END OF ST1 O SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/ Bd ALL SUPPORTS w/ 8d 1 1 "" 4 0" OF GABLE WALL NAILS 0 4"o/c 2x 2 SYP BLKN'G 8TWM NAILS 0 4"o/c SHEAR WALL U.N.O.. SEE DETAIL D -ST) I Y 1� FOR ATTACHMENT OF PAST PLYS. ;"•..>"t � ,�-C:as OUTLOOKERS w/ .131xO ttrrs� --- - -- -rL/;- -'r • '1 `l '1"`�... " TOE NAILS 0 6"o/c TO y7�s>rsvA. -j / yi " * ----- 3x .� 1/2 WOOD TIe -- �`- 5-1/2' MAX ROD U.N.O. T ! 0 UTILx3 TOE NAILS TOP CHORD or TOP > llc- I y HEADER PER STRUCNRAL i I %1 0 OUTLOOKER / z DROPPED (-3-Ire") TOP CHORD 2x4 BLOCKING AT ALL ROOF ""'h' PLAN OR TRUSS LAYOUT ..�r _ BLOCKING -TO -TRUSS SHEATHING PANEL EDGES WITHI CONVENTIONAL OVERERAMING CONSTRUCTION NOTES r OP CH 2x-7 ,OR "T" BRACING ON VERTICAL 4'-0" OF GABLE WALL. ' / s i I r KING -SND ASSEMBLY #2 SYP DBL , / 1L •, i. 1 / WOOD TIE R r PER I AT OPENINGS MAY SERVE TOP > I ori -_z.,. ,',:, .. ��..,� - $' WEBS AS SPEC'D BY TRUSS ENGINEER. " I AS END POSTS A7 -- -- _#2 SYP VER 2x :> MIN. 2x4 2 SPF 0 MAX. 24'o c w (3) .131x3 TOE -NAILS 0 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS ® 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. STi ( # / / , .. / I -c'-1 i LAT 0 BTM TO TO OUTLOOKER-TO-TRUSS TO I SHEAR -WALL ENDS 11 131x3' NAILS 0 6"o% FROM BRACING 11 VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x3" NAILS. _ . I 1 ,IW -4-- _ HOLD DOWN AT EACH ,�,..� I OF SHEAR -WALL, PER I r INTERMEDIATE SHEAR 1 ASSOCIATED TABLE. 1 FASTENERS, PER DETAIL TABLE, TVP. A S1'1 A / I _ !I I ,, T I .L TE SHEAR FASTENERS PER SILL > INTERMEDIA 1/2" dia. / SHEAR CONNETCR SCHEDULE ON •S-SHEET(S). WOOD*Tie U.N.O. TRDTN'L MiL CONNECTORS WOOD*�jg ANCHORING RODS EXTRA ROD RED. FOR SHEAR -WALL HOLD DOWN IN ADDITION TO ANY RODS USED FOR UPLIFT. w 3 .31x 3 NAILS (�� 1 - TO WEB. ABSENT OF SPEC(S) ON CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' 0/C (MAX HEIGHT = 6'-3"*). I' ( INSTALL DBL 2x ---- I (2)MSTA24 W/(9)10d / T- (NAILS PER END. 2x #2 SYP DOUBLE TOP > ASSEMBLY RAFTER BLOCKING IN EACH END OF EACH TRUSS ENG., REFER TO "EXT, WALL - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 '#2 SPF ® 2' O/C (MAX HEIGHT = 6'-3"*). 5-11 2" AX BEAM TO POST. a r FIRST TWO STUD /2x1 #2 �YP "X" BRACING. LOCA O PEAK &SPACE STUD SCHED." ON STRUCTURAL 11 11 i1 IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS ®4" 0/C (MAX HEIGHT = 9'-10"). SPA cE MATCH � I R M USING LENGTH/HEIGHT FLOG DRAWING, WEB LENGTH HEIGHT CONTINUOUS FROM �t EQUALLY EACH AS S BELOW. EXTEND "X` { RAWI 2x STUDS CONII Q WAY SHOWN .� *I CRIPPLE w .131x3" NAILS ®4" 0 C (MAX( HEIGHT 11'-2" . J ADJA c T "tiL TOP > IF 2 x4 T -BRACE S ATTACHED TO / / MAX ) TE TO UNDERSIDE OF SYSTEM > HEIGHT. DOUBLE AND/OR Y M � I BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O.HE H / -- FRAMING, PER %BEAM ABOVE ASSEMBLY OUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ .131x3" ATTACH TO 2x4 VERT 0 MID -POINT w/ (3) .131x3' t TRIPLE "L's/Ts" AS REQUIRED 70 (0 (1) (3) SIZE/GRE/ TOP VIEW OF - NAILS FM EA SIDE OF "X" BRACING. MIN. (3) EVENLY .`..I MAINTAIN MAX o/c SPACING WHEN STRUCTURAL PLAN. TOE -NAILS TO EACH TRUSS TOP CHORD. SPECIEIS, FROM PT # 2 SYP 4x4 POST D "X" BRACES PER GABLE END.; = '1 WEBS EXCEED SPACING SHOWN ON ATTACH CRIPPLES TO RAFTER OR RIDGE w/ .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ .131x3" TOENAILS. II STUD 1��( HEDULE. POST/BEAM (1 I i 1) (3) (3) -COLUMNS TALLER THAN 10' OR MAX. "X" BRACE SPACING. `' ��TOP CHORD GABLE R00 s s _ IN. 2x8 2 SYP SPF RIDGE RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS. i 1 I THosE SUPPORnNc ENGINEERED ENGINEERED ROOF TRU SE RIDGE USE M # / E ( ) r•;,i= < °X2 PITCH - 8'-O"o/c•. TRUSS CONVENTIONAL RAFTERS JOIi (SEE ABOVE) .131x3" TOENAILS. (2) MSTA30 W/(24) 10d WOOD PRODUCT: USE PT #2 I / NAIL RIDGE ENDS TO COMMON TRUSS 11 ONE END AND TRUSS TOP CHORD DR BLOCKING AT OPPOSITE END w/ (3) �z < r12 PITCH - s'-0"o/c I NAILS NAILED To PLATES SYP 6x6 PUST. (U.N.O. ON - 7/t s" THICK {MIN.) APA- BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. AND BLOCKING ON INSIDE 1 TECO -RATED WALL SHEATHING. i .( 'I i STRUCTURAL PLAN) SEE TRUSS DETAIL " VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. FACE OF QLL `�I MATCH NAIL SIZE/SPACING --- I (� DESIGNATED FOR WALL BELOW T�\ 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. BALLOON FRAMED MATCH EDGE NAILING 1, MATCH EDGE NAILING POST TO SLAB CONNECTION WITH w/ (3) .131x3" NAILS INTO EACH ' _ _ PATTERN FOR -2x4 #2 SYP "CATS"0 \ TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO ** BALLOON FRAMING MAY BE USED WITH PATTERN FOR 2x #2 SYP CONTINUOUS 12"o/c ATTACHED TO BEAM ABU44 OR ABU66 W/ (12) 16d EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF SPECIFIED SW (BEL TOP VIEW OF ABOVE &ATR OR (1} 117716 &ATR. SPACING LOCATION OF BOTTOM CHORD OF GABLE TRUSS w / FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN TOP .SHEAR -WALL TO ADJACENT, AT SHEATHIN TOP 2d ADJACENT 'X' BRACING. NAILS)& T I (2) H2.5's, H5's OR EQ. THE CHORD OF INDICATED TRUSS. ADD .131 CHORD OF INDICATED COMMON POST/BEAM FRAMING MUST BE CONTINUOUS FROM PARALLEL ATTACH TO EACH FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. TRUSS CONNECTION. 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE x 3" NAILS FROM TRUSS BC ADJACENT TRUSS W/ FLOOR SYSTEM TO BOTTOM CHORD ITRUSS TO TOP > ASSEMBLY w/� ADJACENT, AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO .1 -- OF GABLE TRUSS. SEE UNDERSIDE OF THE OUTLOOKERS ABOVE A TOP > -MATCH EDGE (3) 10d COMMON I 11I° -° .131x3" TOENAILS 0 6"o/c & EITHER IS USED, IT MAY BE APPLIED TO TOE -NAILS. FASTEN STUD PLYS .v * P. STRUCTURAL PLAN. GABLE TRUSS NAILING PATTERN FOR MSTA12 STRAPS 0 48'o/c OR LTP4 THE INSIDE OF THE WALL STUDS AND THE B.C. SPECIFIED SHEAR -WALL. 2x TOGETHER PER DETAIL _ �< < j z D-577. is r/'/i// //%�/ ,� /iy/ /� PLATES 0 32"0/0 ATTACHED TO EACH STUD WITH (3) .131 X 3" _ MUST MATCH OR EXCEED ENG. TRUSS -ENG. TRUSS ENG. TRUSS 1'/,: / \/\ /\ �/ /\ TO THE TOP PLATES .131 X LENGHT OF SHEAR -WALL. r ", \\ \\ \ „�'" PLATFORM FRAMED AND 111E T.C. w/ ,�! �/ J // o% (1) #5 VERT Col EACH SIDE OF STEM WALL HEIGHT CHANGE G STEM WALL HEIGHTCHANGE NOT TO SCALE HORIZONTAL #5'S 0 16" 0/C. �_2 -BAR 11 15 STEM WALL W/ 45+ CORNER DETAIL ST2 NOT TO SCALE SEE ST1 FOR VERTICAL WALL CONNECTION. 4" CONC SLAB W/ 6X6X10/10 WWF 4" CONC SLAB W/ 6X6X10Z10 WWF OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL x a - z SLOPE ---------- °o � I DIMENSIONS ARE GRADE N — MIN. DISTANCES I I I I=11 1=11 8" MIN. - DEEPEN _ $ (1) #4 REBAR CONT. ® HEADER COURSE CLEAN COMPACTED 1 STORY) SAND FILL ** EMBEDDED STRAPS 1 STORY FDImENsIoNs ARE W/0 BRICK MUST BE INSTALLED w/ LO PE OF �1 ADDITIONAL PIECE OF #4 R ADE S 3 REBAR PER SIMPSON (TYP.) W BRICK INSTRUCTIONS. ** 1 STORY FOOTING SIZE W/O BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # 2 STORY W/0 BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # TYPICAL W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # D TAIL 1 A/ST2 OR 1 B/ST2 2 STORY D: -PENDING ON WALL HEIGHT. W/O BRICK 20"x10" W/ (2)#5 CONT. OR (3) # W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # TYPICAL G FOUNDATION DETAIL NOT TO SCALE -I 111- 1111 1111 FOR SIZE/ -1 i I= :. - - - TYPICAL FOOTING -SEE 1/ST2 {- 11-1 1 I ! I I IIII—IIII REINFORCEMENT • • -I 1111 �-s i l ' I'1 I ' 13 FOR SIZE/REINFORCEMENT i 1 �-111-• IIII=II I1= Iiia • - � • , I 1 -I 111= FOUNDATION DETAIL ST2 NOT TO SCALE ** EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. STRAPS MUST BE INSTALLED w/ 5 1/ 5 1/2" WIDE CONC. SILL TOP AT MAIN ADDITIONAL PIECE SLAB LEVEL. TOP -TO -GARAGE FLOOR OF #4 REBAR PER VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING SIMPSON ** WIDTH BY MORE THAN 2" REQ ADDITIONAL INSTRUCTIONS. ANALYSIS) 4" CONC SLAB W 6x6x10 10 WWF ca OVER 6 MIL VAPOR BARRI R OVER Z o CLEAN, W LL COMPACTED, TREATED FILL �w � a SLOPE - � m � GRADE =tea 5. � w � CLEAN COMPACTED z o � SAND FILL E— � � TYPICAL FOUNDATION IMENSIONS ARE IN. DISTANCES FOUNDATION AT GARAGE ST2 NOT TO SCALE 1-1 /2" RECESS SLAB 3/4" FOR SGD 4" CONC SLAB W/ 6X6X1O/1O WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL i 5• CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION FOUNDATION AT SGD. ST2 NOT TO SCALE 1-1 /2" 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, W LL COMPACTED, TREATED FILL TYPICAL FOUNDATION FOUNDATION AT DOOR SILL ST2 NOT TO SCALE SEE STI FOR VERTICAL WALL CONNECTION. SLOPE -------- 4" CONC SLAB W/ 6X6X10Z10 WWF GROUT SOLID GRADE OVER 6 MIL VAPOR BARRIER OVER AROUND PIPE CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED ------------- --------------- • SAND FILL I I I I=11 1=11 8" MIN. - DEEPEN _ $ (1) #4 REBAR CONT. ® HEADER COURSE FOOTING ® CHASE TYPICAL FOUNDATION 1 STORY) LOCATION AS REQ'D TO PROVIDE PROPER 1 STORY FDImENsIoNs ARE FOOTING DEPTH. 2 STORY IMIN. DISTANCES GFOUNDATION W,/ UTILITY CHASE y NOT TO SCALE I_ MONOLITHIC FOUNDATION DETAILS 11 (TYP. VERTICAL REINFORCEMENT): #4 DOWELS THESE DETAILS ARE INTERCHANGEABLE WITH THE CORNERS THEREAFTER STEM WALLS FOUNDATION DETAILS. SEE STI FOR VERTICAL WALL CONNECTION. 4" CONC SLAB W/ 6X6X10Z10 WWF HEADER BLOCK OR OVER 6 MIL VAPOR BARRIER OVER 111=1111-111 � 1 � -.111 CLEAN, WELL COMPACTED, TREATED FILL n Y BE USED ------------- --------------- BRICK LEDGE BRICK I I I I=11 1=11 S OPE GRADE I I _ $ (1) #4 REBAR CONT. ® HEADER COURSE (1)#5 x 2'-0" OVER 1 STORY) _:- 1-- I -i j 4 1 STORY FDImENsIoNs ARE 6„ 2 STORY IMIN. DISTANCES CONC. BLOCK STEM y LOAD BEARING I_ 1111-11 1 — - 11 (TYP. VERTICAL REINFORCEMENT): #4 DOWELS IIII CORNERS THEREAFTER ! 16 t l—!!III DOWELS 0 TOP & BOTTOM ED MINIMUM 6" INTO FOOTING /12" INTO SLAB (GROUT ALL * MAX. STEMWALL HEIGHT: (5) CELLS SOLID) 8' COURSES. FOR WALLS > 1 STORY FOOTING SIZE W/0 BRICK 16"x10" W/ (2)#5 CON r. OR (2) # () 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # D TAIL 1 A/ST2 OR 1 B/ST2 2 STORY D: -PENDING ON WALL HEIGHT. W/O BRICK 20"x10" W/ (2)#5 CONT. OR (3) # W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # TYPICAL G FOUNDATION DETAIL NOT TO SCALE * MAX. 2 COURSES SEE STI FOR VERTICAL ABOVE SLAB LEVEL. WALL CONNECTION. (1)#4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB TYP. VERT. REINF. { ' I= -I 911—I 1 I—II I I IIII—IIII-III' I1 TYPICAL FOOTING - SEE I/ST2 FOR HII 111 ! 1=! 1 I i SIZE/REINFORCEMENT III=111 !I1.1 ill -,1I1I I I -I I I 1 1 11= I I I i=1111=III =1 I I i=i i GFOUNDATION AT GARAGE NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2"� THRESHOLD DEPTH =STUD + 1 1/4" (FROM /]OUTSIDE FACE OF BLOCK) TYP. SLAB I -Ilii -.11 IT -11 i I 111 I =III I j -III I I III- =I I I I=I I I I =1111 TYPICAL FOOTING - SEE 1 /ST2 FOR SIZE/REINFORCEMENT I I I=III 111111:„111111=1,111111 II11I-I1 FOUNDATION AT S.G.D. \ ST2 / NOT TO SCALE HOLD HDR. BILK. TO OUTSIDE 1 1/2" #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS ® CORNERS & 24"o/c THEREAFTER - BEND#5 VERFROM END ALL DOWELS @ TOP & BOTTOM, /48" MIN. OF VERTIT CALL S. EMBED MINIMUM 6” INTO FOOTING /48" INTO SLAB (GROUT ALL CELLS SOLID) #5 VERTICALS ® 24" 0/C I - Ila I� I I � (TYP. HORIZONTAL REINFORCEMENT): (2) i i— ADD CLEAN FILL AND COMPACT W1.7(MW11) LONGITUDINAL - I iN 1 (MP LIFT . WIRES SPACED Q 16" 0/C.1 - PROVIDE HORIZONTAL _ II III III II I REINFORCEMENT WITHIN 16"�- OF TOP AND BOTTOM OF MASONRY STEM WALL. i 8" CMU; GROUT ALL CELLS _> I=#5 HORIZ. NEAR MID -HEIGHT. SOLID. MAX. (10) COURSES. IIT l I _ If9ilf- ADD CLEAN FILL AND COMPACT IN 12" (MAX.) LIFTS.ISTANDARD FOOTING SEE DETAIL BELOW .IIIIIIIIII�,� I1I�I�II= 1 STORY FOOTING SIZE W/O BRICK 16"x10" W/ (2)#4 CONT. W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. 2 STORY W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. 1A 6<10 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 6<10 COURSES SLOPE 3/4" X 12" EXP. JOINT AT GARAGE DOOR 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL 777 1 I l-= 6 MIL VAPOR BARRIER I I I 11 1411 I I I =1 ! i 1=111 I-1 I I I-1 I 11- - -111) _-�(1)#4 CONT. -I I=1 j 1 I I I=1 I I I=1 111- I e SLOPED TURNED DOWN EDGE ST2 NOT TO SCALE 3.. .11, 11i, 1}11 i 1=f ► I=1= i 1= _ , r>=111.11.1='r�I- 11=.1181-1 _I TYPICAL FOOTING - SEE 1 /ST2 ` ` SIZE/REINFORCEMENT -1I 11I I I= !�� 111„11111^. �_ 1�1111I1'I�� FOUNDATION AT DOOR SILL ST2 NOT TO SCALE 4” CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FL -I 1 ! � -1 1111 I •.-= ��° �• �� - � ;� � 1=� =1111�1 i 11--i 111= OR BARRIER III 1=I 11 11111, 111 111=1 I I 1=-1 I I 1EEI I I I= =IIII— _1111_0#4 CONT_=I 1_ =1I1 8» 1111 IIII=IIII=1111 1111=IIIIIIII1 I I I=1 111= 9 TURNED DOWN EDGE NOT TO SCALE T2 9 FOUNDATION WZ UTILITY CHASE S` NOT TO SCALE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE MONOLITHIC FOUNDATION DETAILS 1 SLOPE TYPICAL FOUNDATION �� 11 � z GRADE I --- '-� - -i ce TYPICAL FOUNDATION '1=1111=1111 SLOPE- -1111—I1!I— =CLEAN COMPACTED z GRADE CONT. REBAR w ¢ 00 d <+- . I AN FILL I g =W�J 111 X111=IIII a N • • ,, aSEE STRUCTURAL I < I ! 1 =-PLANS FOR PAD FOOTING SIZE, LOCATION & a° �° 45 s • • + I --- PAD BASE REBAR SPEC'S. o w I PER STRUCTURAL PLAN SEE STRUCTURAL PLANS FOR SIZE, SECTION VIEW FACE IEW LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN 16 PAD FOOTING FOR MONO SLAB ST2 NOT TO SCALE LOAD BEARING STEP DOWN ST2 NOT TO SCALE #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS ® CORNERS & INDICATED o/c SPACING5 HORIZ. 6" THEREAFTER - BEND ALL DOWELS ® TOP & 72" FROM END OF BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS. / 72" INTO SLAB (GROUT ALL CELLS SOLID) T5 VFRTICAI S Q n/r SPACING TO 12 COURSES: 24"o/c s 12 < 13-1/2 COURSES: 16"o/c—j I=16 13-1/2 < 15 COURSES: 8"o/c II I i 8" CMU; FILL ALL CELLS SOLID. w/ 3,000psi GROUT. jj { ADD CLEAN FILL AND COMPACT IN 12" (MAX.) LIFTS. LAP ALL REINFORCEMENT MINIMUM 40 IIII DIAMETERS AT ALL JOINTS. i— (TYP. HORIZONTAL—III I EACH i 1 r REINFORCEMENT): (2) 11 I _4 hHCOOURSEE W1.7(MW11) LONGITUDINAL11- WIRES SPACED @ 16" O/C. PROVIDE HORIZONTAL_ REINFORCEMENT WITHIN 16" OF TFI TOP AND BOTTOM OF ' II 1112"d. X 24"w. 2,500psi CONC. MASONRY STEM WALL. FOOTING w/ (3) #5 REBAR EXCEPT: 1- II ii AT-�-STORY WITH BRICK, USE 12"d —III -III --1 I II I I�30"w. w/ (4) #5. III=III IIII{ II � II a I 1 I I= I I I- 16 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) ��-•.)}111 -r- CONTROL JOINT -FOR CRACK 'CONTROL ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL ✓ARIES=-_ _.— ___.---''-=—= IIII=1111-1111= =1 _ .1I 111111 I III =1 I I IEEEI 1 1 1 I I II 11 11 I I I I I I (2)#4 CONT. 1=1111=1111 =11 I !- MEII1 1 111 ,6 Iliil{1111111 STORY) _ - 20" 2 STORY) 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE i 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL VARIES------ -'. =1 lj-RI 1111-1111-- I THICKNESS I 11 NON—LOAD BEARING STEP DOWN ST2 Nor TO SCALE (MAY BE USED AS SUNKEN SHOWER DETAIL) i 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL HEADER BLOCK OR 5 III—III 111=1111-111 � 1 � -.111 1 111 -'III=' l l FORMED & CAST 0 STEP : —i =111 (2)#4 CONT I I I I=11 1=11 DOWN __ 1111 (1)#5 x 2'-0" OVER 1 STORY) 8"x8" CHASE IN VARIES f----=} '=---==-` 2 STORY CONC. BLOCK STEM y LOAD BEARING I_ WALL. -III l=, i I II=1I i =- -1I 1; 1111=11 ' TYP. SLAB I EI I 1=1i GROUT SOLID =1111= -1111= IIII =IIII= 1111 - AROUND PIPE j! YPICAL FOOTING • - SEE 1/ST2 =I 111- -I 111- 1111 1111 FOR SIZE/ -1 i I= :. - - - TYPICAL FOOTING -SEE 1/ST2 {- 11-1 1 I ! I I IIII—IIII REINFORCEMENT • • -I 1111 �-s i l ' I'1 I ' 13 FOR SIZE/REINFORCEMENT i 1 �-111-• IIII=II I1= Iiia • - � • , I 1 -I 111= T2 9 FOUNDATION WZ UTILITY CHASE S` NOT TO SCALE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE MONOLITHIC FOUNDATION DETAILS 1 SLOPE TYPICAL FOUNDATION �� 11 � z GRADE I --- '-� - -i ce TYPICAL FOUNDATION '1=1111=1111 SLOPE- -1111—I1!I— =CLEAN COMPACTED z GRADE CONT. REBAR w ¢ 00 d <+- . I AN FILL I g =W�J 111 X111=IIII a N • • ,, aSEE STRUCTURAL I < I ! 1 =-PLANS FOR PAD FOOTING SIZE, LOCATION & a° �° 45 s • • + I --- PAD BASE REBAR SPEC'S. o w I PER STRUCTURAL PLAN SEE STRUCTURAL PLANS FOR SIZE, SECTION VIEW FACE IEW LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN 16 PAD FOOTING FOR MONO SLAB ST2 NOT TO SCALE LOAD BEARING STEP DOWN ST2 NOT TO SCALE #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS ® CORNERS & INDICATED o/c SPACING5 HORIZ. 6" THEREAFTER - BEND ALL DOWELS ® TOP & 72" FROM END OF BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS. / 72" INTO SLAB (GROUT ALL CELLS SOLID) T5 VFRTICAI S Q n/r SPACING TO 12 COURSES: 24"o/c s 12 < 13-1/2 COURSES: 16"o/c—j I=16 13-1/2 < 15 COURSES: 8"o/c II I i 8" CMU; FILL ALL CELLS SOLID. w/ 3,000psi GROUT. jj { ADD CLEAN FILL AND COMPACT IN 12" (MAX.) LIFTS. LAP ALL REINFORCEMENT MINIMUM 40 IIII DIAMETERS AT ALL JOINTS. i— (TYP. HORIZONTAL—III I EACH i 1 r REINFORCEMENT): (2) 11 I _4 hHCOOURSEE W1.7(MW11) LONGITUDINAL11- WIRES SPACED @ 16" O/C. PROVIDE HORIZONTAL_ REINFORCEMENT WITHIN 16" OF TFI TOP AND BOTTOM OF ' II 1112"d. X 24"w. 2,500psi CONC. MASONRY STEM WALL. FOOTING w/ (3) #5 REBAR EXCEPT: 1- II ii AT-�-STORY WITH BRICK, USE 12"d —III -III --1 I II I I�30"w. w/ (4) #5. III=III IIII{ II � II a I 1 I I= I I I- 16 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1" DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) ��-•.)}111 -r- CONTROL JOINT -FOR CRACK 'CONTROL ST2 NOT TO SCALE 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL ✓ARIES=-_ _.— ___.---''-=—= IIII=1111-1111= =1 _ .1I 111111 I III =1 I I IEEEI 1 1 1 I I II 11 11 I I I I I I (2)#4 CONT. 1=1111=1111 =11 I !- MEII1 1 111 ,6 Iliil{1111111 STORY) _ - 20" 2 STORY) 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE i 4" CONC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL VARIES------ -'. =1 lj-RI 1111-1111-- I THICKNESS I 11 NON—LOAD BEARING STEP DOWN ST2 Nor TO SCALE (MAY BE USED AS SUNKEN SHOWER DETAIL) i 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL C•� STANDARD FOUNDATION DETAILS FoundotionNote*, Wood vertical construction shown atop foundation details for CIOity. Wood, cmu, icf or other structural vertical construction acceptable — see ST1 for specifics. EPDXIED ATREXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL HOLD-DOWN PER I TOP OF SLAB JOINT TOP OF POOL FOUNDATION DETAIL, CAST INTO PAD STRUCTURAL PLANS e_'� �T' - DECKING FOOTING OR EPDXIED W/ MIN. 6" EMBEDMENT, CENTER ; 4" IN PAD I 1 f\%\f =f✓�%° %/'. _ TYPICAL FOUNDATION I /\//\ /�` /_✓/\\/_ _ / / FTN'G. PADS 36"x3 " & L RGER: STANDARD \`\ \�` • `\*' ��` �� ' IIII-1 111-1 I 1 USE (3) #5 DOWELSI { f }� '\ FOUNDATION \, , f •�/ \/. �`/ POOL TO CONT.1L- i DETAIL j�f �✓f\ ;�� ,�/\ ,l;/ f\\/ ,\% 'i✓f BE SLOPE Il =CLEAN COMPACTED REBAR 1 1 /ST2 \\�\ `\_ /\ /\\'/ \//�� f/ \1` DESIGNED GRADE Il } #4 VERTICAL / %` �j„ `% %` f \ j BY OTHERS. i � � AND FILL 11 { 1 SLOPE I{ GRADE 1 TYPICAL i ';�/ �./�f / _ \ =/�ff=✓/�ii'f=f. / /,/ /ice/� / � ✓ f . FOUNDATION\ t DETAIL i // /✓. ✓/ �° �� ✓%\/ UJ CONT.- I ---------i REBAR 1 i / i f % D CL • . • SEE STRUCTURAL ° v1 PLANS FOR PAD = ¢,!�✓/ /1% 1;. FOOTING SIZE,=w�a --J 1 j�CLEAN COMPA� EDj\f//�f\\/;� LOCATION & o ° a ; ` -- I \ /SAND FILL \ /� \ -✓ SECTION VIEW PAD BASE REBAR SPECS. a N 45• i/ \ j '. t. PER STRUCTURAL PLAN SEE STRUCTURAL ` �i\\%�` \ � � - CLEAN COMPACTED ✓/ ✓� SAND FILL } PLANS FOR SIZE, ( 1g FOUNDATION (ai POOL �`��/V �`'�\ 17 PAD FOOTING FOR STEM WALL PAD BASE LOCATION & ST2 NOT TO SCALE FACE VIEW PER STRUCTURAL PLAN REBAR SPECS. 1 ST2 NOT TO SCALE \\/ , THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 2 – 3 – 4 – The Group} AFlorida Corporatlon '" Designers e ,, Engineers 655o Roosevelt Blvd.— Iacksouville, FL32244 r (904) 772-6ioo FL CoA No. 29o15 V 4-- O 0 L1_ C Lli V) O 0 0 U V) IN L1i DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 3.11.2012 JOB NO. JOB ,tQ.FT. SQ.FT. 17a Project Engineer: C`•• t •_Eliz; lbeth A. Woodward, PE Pr6fessbnal Engineer FL Llcetise,, Na..61947 6550 ROOSEVELT BLVD.. JACKSONVLLE, FL 32244 (904) 680-6279 SHEET ST2 �4 .,f 4 i I I00 -45' �11- •: -,� 5 III—III 111=1111-111 � 1 � -.111 1 111 -'III=' l l i II I1 11111 : —i =111 (2)#4 CONT I I I I=11 1=11 _IIII=IIII ,- - =1fi = I I __ 1111 — 1 STORY) 20" 2 STORY 12 INTERIOR LOAD BEARING ST2 NOT TO SCALE C•� STANDARD FOUNDATION DETAILS FoundotionNote*, Wood vertical construction shown atop foundation details for CIOity. Wood, cmu, icf or other structural vertical construction acceptable — see ST1 for specifics. EPDXIED ATREXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL HOLD-DOWN PER I TOP OF SLAB JOINT TOP OF POOL FOUNDATION DETAIL, CAST INTO PAD STRUCTURAL PLANS e_'� �T' - DECKING FOOTING OR EPDXIED W/ MIN. 6" EMBEDMENT, CENTER ; 4" IN PAD I 1 f\%\f =f✓�%° %/'. _ TYPICAL FOUNDATION I /\//\ /�` /_✓/\\/_ _ / / FTN'G. PADS 36"x3 " & L RGER: STANDARD \`\ \�` • `\*' ��` �� ' IIII-1 111-1 I 1 USE (3) #5 DOWELSI { f }� '\ FOUNDATION \, , f •�/ \/. �`/ POOL TO CONT.1L- i DETAIL j�f �✓f\ ;�� ,�/\ ,l;/ f\\/ ,\% 'i✓f BE SLOPE Il =CLEAN COMPACTED REBAR 1 1 /ST2 \\�\ `\_ /\ /\\'/ \//�� f/ \1` DESIGNED GRADE Il } #4 VERTICAL / %` �j„ `% %` f \ j BY OTHERS. i � � AND FILL 11 { 1 SLOPE I{ GRADE 1 TYPICAL i ';�/ �./�f / _ \ =/�ff=✓/�ii'f=f. / /,/ /ice/� / � ✓ f . FOUNDATION\ t DETAIL i // /✓. ✓/ �° �� ✓%\/ UJ CONT.- I ---------i REBAR 1 i / i f % D CL • . • SEE STRUCTURAL ° v1 PLANS FOR PAD = ¢,!�✓/ /1% 1;. FOOTING SIZE,=w�a --J 1 j�CLEAN COMPA� EDj\f//�f\\/;� LOCATION & o ° a ; ` -- I \ /SAND FILL \ /� \ -✓ SECTION VIEW PAD BASE REBAR SPECS. a N 45• i/ \ j '. t. PER STRUCTURAL PLAN SEE STRUCTURAL ` �i\\%�` \ � � - CLEAN COMPACTED ✓/ ✓� SAND FILL } PLANS FOR SIZE, ( 1g FOUNDATION (ai POOL �`��/V �`'�\ 17 PAD FOOTING FOR STEM WALL PAD BASE LOCATION & ST2 NOT TO SCALE FACE VIEW PER STRUCTURAL PLAN REBAR SPECS. 1 ST2 NOT TO SCALE \\/ , THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 2 – 3 – 4 – The Group} AFlorida Corporatlon '" Designers e ,, Engineers 655o Roosevelt Blvd.— Iacksouville, FL32244 r (904) 772-6ioo FL CoA No. 29o15 V 4-- O 0 L1_ C Lli V) O 0 0 U V) IN L1i DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 3.11.2012 JOB NO. JOB ,tQ.FT. SQ.FT. 17a Project Engineer: C`•• t •_Eliz; lbeth A. Woodward, PE Pr6fessbnal Engineer FL Llcetise,, Na..61947 6550 ROOSEVELT BLVD.. JACKSONVLLE, FL 32244 (904) 680-6279 SHEET ST2 �4 .,f 4