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132 Belvedere St 2015 Plans remodel GENERAL NOTES ALL-THREAD NOTES Q 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL EARING 0 _. EDITION,ACI, NDS,APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. L° 0 ' 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLI ATIONS MAY BE Cf) W CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. o W 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF Z �- Q COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) Z oZ OTHERWISE ON THE PLANS. C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. o a O 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE U W OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY o SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR VfALLS AND HIGH DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: O 20'-7" WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. W o 6"-TYPICAL WALLS, MONOLITHIC FOOTING 3'-102" - 7'-0" 6'-7" 7'-0" U) Q 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING Z 0 EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS ' - _ NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTION ARE SHOWN IN r------ z DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. r J L J L J L _T TEMPORARY BRACING/SHORING TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER _ I P T B I D ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N. . N I I I MEASURES NECESSARY TO PROTECT THE STRUCTURE AN I TYP 4 CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE C° RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS I I ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW I I CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" s L----- ---------- p--------------j ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. j W 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 11 tU 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8 . ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM ? ; 2" W Z M THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, EE SECTIONS 3 ; 3 ; FOOTING AND SLAB POURED WITH 3000psi W N AND 5/S5 FOR STRAPPING ALTERNATIVES. S0.01 CONCRETE WITH FIBERMESH. W O M 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED F0 OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CONVENTIONAL FRAMING NOTES FINISHED z_ -� W "- PRIOR TO POURING. �,��� ; ; GRADE '�4 v a4 U 1 -I 1- � _ 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. ' Co - _ I , - m 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, - W COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. N ' I (Z I '! U W l0 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE I 6 MIL VAPOR BARRIER OR EQUIVALENT a U 1„ ' I= WATERPROOFING BETWEEN COMPACTED W FOOTING. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 4' SUBBASE AND FOOTING/SLAB .J C) Z 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS. 1 I I-' I ONE STORY: X= 12"WITH(2)#4 J W S0.01 I I i i-,-, �i ---I TWO-STORY: X= 16"WITH(3)#4 = Q 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8 NAILS INTO THE - n J WHICHEVER IS GREATER. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. THREE-STORY:X=20' WITH(3)#5 W � � m 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. kr --i O N O L I T H I C FOOTING SECTIO N 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 7. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS I q VALLEY BEAM, 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH (11)INTO STUD BELOW. I I 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER ' 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NA LS. BOTTOM OF REINFORCEMENT. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE T D THE PEAK. ( I 8"THICKENED EDGE WITH (1)ft4 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, ' I I ' INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE ROOF RAFTER 1 12"#5 REINFORCEMENT BARS � I 1 � AT 48"O.C. MAX DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 0 tl I T RIDGE BEAM I 2 ; EXISTING FOUNDATION 510 _0 0 a 0 N 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF I I S0.01 c �e 'o o STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT, I I4 ------------ Cu CEILING JOIST ° 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF - STEMWALL MUST BE FILLED. �� ' - - ° - - A; i FRAMING NOTES -- - / COLLAR TIEI/ 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING I _ LEDGER -- /� CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD V) � I - -) ! 1- CONSTRUCTION. I IiiUj (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 1 I < 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. TOGETHER WITH (1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO S0.01 I- I • COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN I I O 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP i i ' ' SECTION ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER WITH (9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. L z OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE EPDXY NOTES I I Q TREATED. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER L- 8"THICKENED EDGE WITH (1#4 ry EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH E OXY OR EPDXY 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY TME ENGINEER. 12"#5 REINFORCEMENT BARS W � AT 48"O.C. MAX 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUE MITTED TO THE L_________________________ _____________� N -- � EXISTING FOUNDATION W ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 1 =t 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS �01 HILTI HY150, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. ' (✓ 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S PECIFICATIONS SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ACCORDANCE WITH APPLICABLE SAFETY LAWS. - - - -� LENGTH PER THE DETAILS. , 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,00000 PSI AND TENSILE STRENGTH OF 2,300 PSI. BELOW: -)I I� I I N 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED _ FOUNDATION PLAN _ �--_ i iI LO _ U � � �N 4, ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE a v 8d=0.131"x 2-1/2" DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 10d=0.148"x 3" �q 8"x8"THICKENED EDGE WITH Cl) v n 12d=0.148"x 3-1/4" 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO (1)#4 CONTINUOUS o `-u-`U �-16d=0.162"x 3-1/2" INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MA 0)ERIAL SUCH AS f�%SECTION LAITANCE, DUST, DIRT,AND OIL. �g 18"x18"x12"DEEP FOOTING 3/4"= V-0" m 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN WITH (2)#5 BARS EACH WAY CM C\1 AND/OR THE FOOTING DETAILS SHEET. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THECl) MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO ESS THAN FIVE _ t' 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS cu PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE °' d' LOAD TABLE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH TF E PROPOSAL TOa) o OR DO THE WORK. "� � - N fn 0 't N ROOF: (0 U � LIVE LOAD: 20.0 PSF U c') -t° aoi DEAD LOAD: 7.0 PSF z CEILING: LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE:RAGE: 30.0 PSF , . W t �� t• a •..... ,9 rte® L ®� ag e O �• r ' p ° DEAD LOAD: 5.0 PSF rr,��'� yt 9328 s- ea;� � � t w 3 +P FLOOR: COMPONENT AND CLADDING /� q s OF ��E D 10.0 PSF DESIGN PRESSURESD / LOAD: -- F•J DECK LIVE LOAD: �� �� 50.0 PSF ,., AL F EFFECTIVE INTERIOR ZONES, � a TNER END ZONESPSF ,P. O WIND LOADS: AREA, SF , PSF � �$.��� g� e E i � .. WIND SPEED: 130 MPH s _ AA �. EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 f a R ( Sheet No. IMPORTANCE: 1.0 - - - e. y sus BUILDING CATEGORY: I 20 50 22.9 28.8 22.9 25.3 '" I} ENCLOSED BUILDING: I .r; INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 0.18 04 rn�� S0001 COEFFICIENT: ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 1Y {{\K d fi1 OF 3 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Aluxander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. �5 O C9 Q � C9 FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. o w STUD MATERIAL: 2x No.2 SPF, UNO. o W HEADERS: a ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X �; W 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E 0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O F I HEADER NOTATION IS: w w o � NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS 2 .2u, 2 2x6 2:1 m m � �u , U U L o 4 5 5 4 6 7 7 6 00 0 NUMBER OF CRIPPLE STUDS W o V-01 V-01 V-01 V-01 V-01 S2.)1 V-01 V-01 N N SIZE OF DIMENSIONAL LUMBER z o (2)2X10 (2)2X10 (2)2X10 (2)2X10 (2)2X10 (2)2X10 N v SHEAR WALLS: ur (jam- ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE -III I -T T T I IIS - TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC III I I I I I I III THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED (2)2X10 (2)2X10 III I l I I I I III BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, (2)2X10 / _X10 -� 1 O C (2)2X10 --- - - --- ARE NOTED ON THE PLAN. 2 8 3 III I I I I i I III S2.01 2.01 Vol SW _#/S# SHEARWALL LOCATION tt SEE DETAILS FOR FASTENERS W (2)2X6 1:1 (2)2X6 1:1 � �__Z4-j (1)2X61.1 (2)2X61:1 � (� A II I I 2 3 I I 2 3 A A \ A I \ SHEET NUMBER Z M S2.01 ( I I I \ II I DETAIL NUMBER W SN : co SHEAR WALL DESIGNATION J LL I I 8 I I ( I I 2X6 ROOF RAFTERS AT 16"O.C. --� W (2)2x6 1.1 • 2X6 CEILING JOISTS AT 16"O.C. PORCH/GLULAM BEAM U - S2.01 I I I I I 2X8 COMMON RIDGE BEAMS. m I S I I I I I0 2X6 LEDGERS W W I I I 1 I I O 1-STORY THREADED ROD � U L----- I S2.01 L -- -- --I I SEE CONVENTIONAL FRAMING NOTES �� W FOR FASTENING SPECIFICATIONS. - _J r 2.01 ------- ) I I FNI2-STORY THREADED ROD J Q SI � i I � _ I II \ I I II \ u INDICATES GLAZING CLASSIFIED AS END ZONE. a..ALL -� O �, �_____ _ J �, �----- EZ STRUCTURE WILLTHER NG BE CLASSIFIED DON EXTERIOR A IINTERIOR F m 2 F F----- (� F lFt �_____ ZONE.SEE"COMPONENT AND CLADDING DESIGN S2.01 II PRESSURES,"ON COVER SHEET. 8 (2)112x8 1:1 i i l l l I I I I I I S2.01 �i ( I U_ u (2)2X61:1 -- - - - -------- GABLE BRACING LOCATION. (2)2X10 2:1 8 --------- -F I 2 3 I I I S2.01 I I S2.01 (2)2X6 1:1 $ I I I I . J-1 I I S0.01 _ �J I i I M VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF T T cm n C9 n C9 (99 o STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO o N STUD GROUP WITH ST TH (2)M A24. FASTEN STUD GROUP TO FOOTING me lid o L-------- -- l -- _ WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS v Q -- - ----- --- --� _ - � �-------- 12"OF BEARING, NO LTT20B IS REQU REED. ------ - --------- 1 -------- ----i � i r -------- --------- - � ------ - --------- - - - -- 1 I ( -I I I PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST _-J i L- ] J i L- _ O WH (2)MSTA24.FASTEN POST TO FOOTING WITH ABU66. USE 10d � _- _�_�_= C= ? - - � __�_=E _ � _�_ = C- NAILS IN ALL HOLES. FREE STqRY STAIR WALL- YDS ARE / \ 2x6 NO.2 SYP LEDGER 2X6_AT_121O.C.' \ F • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3)1/4"X4"WOOD SCREWS z -r-------� T-- - - - - -_F • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD L_� �__J L - l - --I SCREWS AT 16"O.C. II it I I I I FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING �1 II II O WITH 10d NAILS AT 3"O.C. LL II II ♦n (2)2X8 1:1 I I I I v II II z II II 23 23 8 II 2, 3 II I S2.01 S2.01 S2.01 II Ii II II (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 LL 7/16"OSB ROOF DECK FASTENED TO Ff FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C. IN FIELD. SEE CONVENTIONAL FRAMING NOTES FOR IRST LEVEL WALL PLANf:zz�ECOND LEVEL WALL PLAN ROOF PLAN RAFTER TO TOP PLATE FASTENING. C N(0 - (2)2x6 NO.2 SYP TOP PLATE FASTENED - M,I� WITH (2)ROWS 10d AT 16"O.C. 0) w a STAGGERED. MINIMUM 24"LAP WITH(12) U 10d IN LAP. } O o `2 ALL THREAD CONNECTORS.SEE U 11-U ALL-THREAD NOTES ON THIS SHEET FOR v > INSTALLATION SPECIFICATIONS,SPACING LO o AND EMBEDMENT N / U_ N _j U_ 0 C 11- -�_ VERIFY EXISTING 7/16"OSB ROOF DECK +i FASTEN 7/16"OSB W/8d @ 6"O.C.ON cut FASTENED TO FRAMING WITH 8d RING C\I EDGES, 12"O.C. IN FIELD. ? ° to o SHANKS AT 6"O.C. ON EDGE AND 12"O.C. Qto -2 = o IN FIELD. 2x6 SPF STUDS AT 12"O.C.SEE STUD N ry TRUSS TO TOP PLATE CONNECTION: H2.5A TABLE ON FRAMING PLAN FOR STUD SIZES. U a 0 WITH (10)8d NAILS FOR UPLIFTS LESS O THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY NEW 2X6 RAFTERS,ATTACHED �� s� 1/2"ANCHOR BOLTS AT EACH SIDE OF �� Bid TO EXISTING TRUSSES/ROOF EXISTING(2)2x4 TOP PLATE BOTTOM PLATE SPLICES. ��a�� °WA •�4)114"9 FRAMING WITH (2)ROWS OF FINISH 10d NAILS AT 3"O.C. FASTEN VERIFY EXISTING SHEATHING IS 7/16"OSB, >° - �� � ••°°®� TO WALL WITH H3. 1X6 PT SYP,OR BETTER.SHEATHING GRADE FASTENED W/8d @ 6"O.C.ON EDGES, 12" -I ; I i I-1 I(-� X28 I= I = SEE FOUNDATION PLAN FOR FOOTING O.C. IN FIELD. 1X6 FASTENED WITH (2)10d 11 I I-i SPECIFICATIONS. ' NEW 2X6 WALL.SEE STAIR I -i s NAILS PER INTERSECTION OF 1X6 AND III III-i 1= ASECTION. I STUDS. ElII = I I-I► EXISTING 2x4 STUDS AT 16"O.C. o,;a TYPICAL WALL SECTION Sheet 1/2"= V-0" , s , �� OOF SECTION 2 S1 . 01 r� 2 OF 3 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. � O oa.. Q C7 C7 r EXISTING SECOND FLOOR STUDS OR ROOF m VERIFY EXISTING 7/16 OSB ROOF DECK FRAMING ABOVE. Cl) w FASTENED TO FRAMING WITH 8d RING o W SHANKS AT 6"O.C. ON EDGE AND 12"O.C. `- IN FIELD. r Q EXISTING TOP PLATE AND WALL ~ Z TRUSS TO TOP PLATE CONNECTION: H2.5A FRAMING. WITH (10)8d NAILS FOR UPLIFTS LESS I E Z O THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS I EXISTING FLOOR SYSTEM z L EACH FOR UPLIFTS LESS THAN 1200 LBS. _ _ _ _ _� 0 a O EXISTING(2)2x4 TOP PLATEEXISTING HEADER i w w v � VERIFY EXISTING SHEATHING IS 7/16"OSB, - - EXISTING DOUBLE TOP PLATE 1X6 PT SYP, OR BETTER.SHEATHING FASTENED W/8d @ 6"O.C.ON EDGES, 12" FILL OPENINGS WITH 2X4 NO.2 SPF O.C. IN FIELD. 1X6 FASTENED WITH (2) 10d NAILS PER INTERSECTION OF 1X6 AND STUDS AT 16"O.C. FASTEN TO o 0 0 0 0 HEADER/FRAMING ABOVE AND BOTTOM cel STUDS. PLATE BELOW WITH (4) 10d TOE-NAILS. i cn p Z O NEW HEADER.SEE PLAN FOR SIZE. FASTEN WITHEXISTMSTA36, BOARD OHOLES FILLED WITH 10dALL NEW CRIPPLES � z° EXISTING 2x4 STUDS AT 16"O.C. _--_ WHERE DOORS/WINDOWS EXIST, USE I I NAILS. EXISTING 2x4 BOTTOM PLATE 2X4 BUCK.FASTEN EACH END WITH (4) 10d TOE-NAILS. EXISTING STUDS TO BE REMOVED. FASTEN WALL SHEATHING TO SHADED 2X4 PT NO.2 SYP BOTTOM PLATE. ( I MEMBERS WITH 8d COMMON NAILS AT 3"O.C. W FASTEN TO EXISTING SLAB WITH 1/4" U EXISTING 2X FLOOR SYSTEM TAPCONS AT 6"O.C. ( I I U) Z M W cv FASTEN ALL CRIPPLES TO BOTOTM PLATE W Q N EXISTING(2)2x NO.2 SYP TOP PLATE ( ) I WITH H3,ALL HOLES FILLED WITH 10d NAILS. 0 — _j I J W = s " .ALL THREAD CONNECTORSSEE ° ° D ° ° a I /8 VERIFY EXISTING 1/2"ANCHOR BOLTS AT 48" m W W ALL-THREAD NOTES FOR INSTALLATION p ° p O.C. PLACE BOLTS MAX 12"FROM CORNERS, �/� SPECIFICATIONS, SPACING AND ° ° ° ° ° p °° ° ENDS AND SPLICES. IF NONE EXIST, INSTALL VJ m EMBEDMENT ° I I USING DRILLED AND EPDXIED METHOD,WITH a' W U ° D ° a ° i SIMPSON SET ADHESIVE. _I 0 z ' ° p D h 9 ° 0. ° —�I I _ _ __ _— W ° V L > Q III-1 I I1 I I=1 I I-1 I I-1 I I 11=1 I I-=1 I I1 11=1 I I=1 i t a W EXISTING FOOTING TO REMAIN. m 41 VERIFY EXISTING SHEATHING IS 7/16"OSB, ° ° 1X6 PT SYP,OR BETTER.SHEATHING Q FASTENED W/8d @ 6"O.C.ON EDGES, 12" O.C. IN FIELD. 1X6 FASTENED WITH (2)10d ^ WALL FILL IN DETAIL FILL IN EXISTING OPENINGS WITH 2X4 NO.2 NAILS PER INTERSECTION OF 1X6 AND G SPF STUDS AT 16"O.C. FASTEN EACH END STUDS. 1/2"= 1'-0" WITH H3,ALL HOLES FILLED WITH 10d NAILS. T >1 WALL FILL/HEADER FRAMINGT -- -— EXISTING 2x STUDS AT 16"O.C. 3/4"= 1'-0" 3 a c�7 ai o 2 CL m EXISTING 2x4 BOTTOM PLATE. - to Q 0 FINISH GRADE cilrfIII1 ' � EXISTING FOOTING FP� I I=I I ° I1 I I; z III- �' _ lil� < TOP PLATE TO HEADER: SSP AT 16"O.C. ♦^ TY P I CAL WALL SECTION EXISTING TOP PLATE TO REMAIN. 1 3/4"= 1'-0" - — — 0 0 BEAM/LVL. SEE PLAN FOR SIZE AND I U_ KING STUDS TO TOP AND BOTTOM PLIES. PLATE WITH SSP. 6X6 PT NO.2 SYP POST ABOVE AND BELOW I ° 6X6 PT N0.2 SYP POST ABOVE AND BEAMS. FASTEN BEAMS TO POST WITH AC6, BELOW BEAMS. FASTEN BEAMS TO POST ALL HOLES FILLED WITH 16d NAILS. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. i NEW HEADER.SEE PLAN FOR SIZE, WITH LCE4,ALL HOLES FILLED WITH 16d KINGS AND CRIPPLES. NAILS. J n 6X6 PT NO.2 SYP POST BELOW BEAMS. 6X6 PT NO.2 SYP POST BELOW BEAM. �i ;/ ci m N FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAM TO POST WITH AC6,ALL \— CRIPPLES TO HEADER: rn HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS. MSTA18 WITH (6) 10d IN HEADER, (8) m W Q BEAM/LVL. SEE PLAN FOR SIZE AND BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. - 10d IN CRIPPLE PLIES. TOP VIEW TOP VIEW � 0 .20 U BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. AT FIRST LEVEL, 1/2"X6"TITEN HD 6X6 PT N0.2 SYP POST ABOVE BEAM. SCREWS NO FURTHER THAN 3" N N FASTEN BEAMS TO POST WITH LCE4,ALL 6X6 PT NO.2 SYP POST ABOVE BEAM. TOP VIEW TOP VIEW AWAY FROM CRIPPLE STUDS. u HOLES FILLED WITH 16d NAILS. FASTEN BEAMS TO POST WITH AC6,ALL r HOLES FILLED WITH 16d NAILS. U ALL CRIPPLES AND KINGS TO 2 2 °' m o BEAM/LVL.SEE PLAN FOR SIZE AND BOTTOM PLATE BELOW WITH SSP. to -2 cqm PLIES. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. o C150 N � r°n N C) O U M —moi O) �I EXISTING FLOOR SYSTEMFASTEN 1 II ,•� _..nad:PCs ,.. III BEAM/LVL. SEE PLAN FOR SIZE AND BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. BOTTOM PLATE TO BAND BOARD Val°g'+iWA II •' 1 i D. ° p ° WITH 15"CS-16,9"ON BAND BOARD, t PLIES. �j� BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. ° p a o ° 6"ON BOTTOM PLATE. FILL ALLA ��' � • odo ° HOLES WITH 10d NAILS. 6X6 PT NO.2 SYP POST BELOW BEAM. FASTEN BEAMS TO POST WITH LCE4,ALL 6X6 PT N0.2 SYP POST BELOW BEAM. FASTEN BEAMS TO POST WITH AC6,ALL HOLES FILLED WITH 10d NAILS. 6X6 PT NO.2 SYP POST BELOW BEAM. 6X6 PT NO.2 SYP POST BELOW BEAM. HOLES FILLED WITH 10d NAILS. 11 I I I I-I I ( 1 I IIII=� I I ii + FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAMS TO POST WITH AC6,ALL ur " Ur HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS. _ "y lEio �' r ELEVATION VIEW ELEVATION VIEW FIRST LEVEL SECOND LEVEL ELEVATION VIEW ELEVATION VIEW Sheet No. CORNER ELEVATION ��R��EEVATION CORNER ELEVATION SIDE ELEVATION TYPICAL HEADER FRAMING DETAIL„ n 52 . 01 3/4'= 1-0 3/4 1/2 - 1-0 3/4 1-0 v 1/2 - 1-0 j ;x 3 OF 3 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Rouse of and improper reliance on this document withuut written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. LOT G I G LOT 617 LOT 618 LOT G I G LOT G 17 LOT G 18 General Notes V 5.0' found 1/2"iron 45.00' (PLAT) 5.0 E e°LB 1o4a" Fly 4 chain link fence ��e" L5 10 5 1 . � pipe x x x x— e"LB 1048" j VERIFY ALL DIMENSIONS AND j -41 CONDITIONS. x LOT AREA CALCULATIONS-EXISTING ALL DIMENSIONS ARE MEASURED TOTAL LOT AREA 4.500 SQUARE FEET TO FACE OF BLOCK, FACE OF -max L F-45TINGFf51DENCE 7305QUAREFEET FRAMING MEMBERS - UNLESS LOT GOO j LOT GO 11 - �) LOT G02 LOT Q�00 LOT G01 - LOT G02 REAR BALCONY 140 5QUARE FEET OTHERWISE NOTED. C9x CONCRETE PAD5 18 SQUARE FEET 1 _—_—_—_—_—_—_—_—_—_—_ ___ ALL NEW PLUMBING FIXTURES, 20' BRL i 20' BRL DRI TOTAL WALKWAYOT 1,5G9 SQUARE FEET % LOT COVERED 34.9% TILE, LIGHTING FIXTURES, x I I I CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE J J Jm __GOT AREA CALCULATIONS-PROPOSED l I x j m j I Cz SELECTED AND APPROVED BY tQ ' I m TOTAL LOT AREA 4.500 SQUARE FEET j o j OWNERS BASED ON 1 I I I EX15TING RESIDENCE 730 SQUARE FEET CONTRACTOR PROVIDED REAR BALCONY 4 PORCH 1 27 SQUARE FEET 1 COVERED ( I I COVERED 1 ALLOWANCES. 1 ( BALCONY I I I BALCONY ASC I DRIVEWAY*WALKWAY 516 SQUARE FEET 17` NEW ADDITION 84 SQUARE FEET HVAC SYSTEM REQUIREMENTS TO � \ ^ 1 f \ ' NEW FRONT ENTRY 13 SQUARE FEET f-� J 1 . I 1.4 ►- L BE DETERMINED BY OTHERS. LU 1 1 Q LU I^ I El A/C PADS 18 SQUARE FEET CCLL TOTAL LOT COVERAGE 1,488 SQUARE FEET Q I Q W I 1 O STRUCTURAL SYSTEMS 0 _ O % LOT COVERED 33.0% REQUIREMENTS TO BE DESIGNED B _LOT AREA CALCULATIONS-EXISTING N 1 O 1 O `V I° LLTOTAL LOT AREA 4.500 SQUARE FEET O b ° j o jo DETERMINED BY OTHERS. EXl5TINGRE5IDENCE 7305QUAREFEET 2 STORY — /�� 1p 4� 1 EXISTING 1 DESIGNER ASSUMES NO LIABILITY REAR BALCONY 140 5QUARE FEET 1 V J 1 DD ° �1 J " CONCRETE PAD5 18 5QUARE FEET D°,.D f=RAM E I 1 2 STORY I FOR ERRORS OR OMISSIONS I N DRIVEWAY S WALKWAY 68I SQUARE FEET D NOSE 1 1 FRAME 1 BUILDING PLANS. CONTRACTOR TO TOTAL LOT COVERAGE 1,5G9 SQUARE FEET 1 D 1 ° °B I I 1 ( VERIFY THAT SCOPE OF WORK %OF LOT COVERED 34.9% � D° # 132 j NOTES: 1 j z N U E j MEETS ALL APPLICABLE CODES j Pj D j R.O.W. 15 to be fully Sodded and fully restored. j j o # 132 PRIOR TO COMMENCEMENT OF �pRoll off container cannot be laced on Cit R.O.W. I I o I WORK.D p Y Q v ° D Roll off container company must be on City I I IN approved Ilst: Advancad.D151905011, RealCo, 4--) 5happelle'5, Waste Wnagement. 1 DD Full erosion control mea5ure5 must be 1n5talleci and j 15.5'' DA 1 SURVEY INFORMATION PROVIDED BY: I 15.5' approved prior to b"inning any earth disturbing BOATWKIGHT LAND SURVEYORS, INC. 1 I ° D D D D ( actIVIt1e5. Contact Public Works (247-5834) for SOUTH 171 1 5th STREET D m ° D ° Erosion and Sediment Control In5pectlon prior to 1 L e -- L _ J JACKSONVILLE BEACH, FL Phone: 904-241-8550i 20' BRL D start of con5tructlon. j 20' BRL D MAP SHOWING SURVEY OF: D D ` IConstruction. vehicles may park 1n the R.O.W. of the Southerly 45.00 feet of Lot GO I a5 shown on 5ectlon i D e " ° D construction lot. Coneruction vehicles MAY NOT 1 Since no Impervious surface Is added, number I SALTAIR as recorded 1n plat book 10, Page 8 of t> Do o ' ° D park 1n the 5tre�t or o the R.O.W. of other lots. j D p no on-51te storage 15 required for th15 the current public records of Duval County, Florida I parcel. D Section 24=GG(b) of the Land 1 � D � � Development-Regulatlons ° D D D R.O.W.j ° D port-o-let A R.O.W.! -- -- found 1/2"iron ° ound I/2"iron 5.0'-� pipe 113 1048" ° 45.00' (PLAT) ° 5.0J ipe"LB 1048" -j5,00' (PLAT) D D DRIVEWAY APRON from lin ° • m E.O.P.E O P to property e p p •• Must be 5" thick .;. •• Minimum 4000 p51 fiberme5h concrete No. Revision/Issue Date •• No remforcfng rods or metal allowed m D D D B D D D D ° R.O.W. � APPROXIMATE E.O.P. APPROXIMATE E.O.P. General Contractor H I I P BU LDE LL 5 RS BELVEDERE STREET (50' RIGHT OF WAY) BELVEDERE STREET (50' RIGHT OF WAY) 1545 SELVA MARINA DR. -- - - - - - - - - - - - - - - - - - - - - - - - - ATLANTIC BEACH , FL 32233 APPROXIMATE E.O.P. APPROXIMATE E.O.P. Firm Name and Address EX15TING 51Tf PLAN NEW 51TE I* D FN AI NAGE PLAN JOHN ROWAN DESIGN, INC. t= 1 5 1 5AWGRA55 CORNER5 SCALE I "= 10' SCALE I "= 10' UNIT # 101 PONTE VEDRA BEACH , I=L (904) 759-7087 Stormwater flow _ Project Name and Address 132 BELVEDERE PROJECT Vehicle Parking Space 13 2 BELVEDERE 5T. 51LT FENCE w/FILTER CLOTH(MIRAPI, POLYFILTER OR APPROVED EQUAL)ON water WOOD 5TAKE5 @ MAX.6'-a'O.C. ATLANTIC BEACH , FL Flow GRADE port—o—let i BACKFILL FENCE AFTER 51TE PLAN i PLACING FENCE i slltfence DRAINAGE PLAN P y i, ProjectSheet 2014-003G STAKED TURBIDITY BARRIER I.PLACE FENCE AT ENTIRE PERIMETER OF SITE. Date 01 /09/ 15 A- 1 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK Scale PERIOD. 1 ' = 1 Q' OF 6 SHEETS General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. reinforced concrete I 112" 1 112" footings per structural 3'-l0 1/z° 20'-0" � foundation plan (typical) ALL NEW PLUMBING FIXTURES, 4 1/4" 4 1/4" TILE, LIGHTING FIXTURES, 3'-l0 1/2° G'-0 1/2" CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE r_= = r---- _ SELECTED AND APPROVED BY ----- -- 1OWNERS BASED ON I I I i - G" post I I L----J L--- -J L _ J CONTRACTOR PROVIDED N i i N 20 7 12CMU ALLOWANCES. N - _ HVAC SYSTEM REQUIREMENTS TO O II O `n BE DETERMINED BY OTHERS. ,I I STRUCTURAL SYSTEMS - ------- ----- �- -- --�____ ------------ �l REQUIREMENTS TO BE DESIGNED 3 DETERMINED BY OTHERS. I I 519Pe slope i i -o-°� DESIGNER ASSUMES NO LIABILITY existing floor elevation FOR ERRORS OK OMISSIONS IN I I o for reference only o BUILDING PLANS. CONTRACTOR TO vMVERIfY MEETS ALL F APPLICABLEODES N ROOF 2 I ; I N PRIOR TO COMMENCEMENT OF ADDITION WORK. ii 11 I I 1 1 reinforced concrete Ofj 11 i I I footings per structural j 1 I foundation plan (typical) r N J EX15T1 NG ROOF EX15T1 NG ROOF II / 1p N iii pe oil 2.F� ID Xi i ISI 3 N I I j LiJ' o I I — I; 1 i EX 15T I N G 1 I = II I I a---- ---i a I I = monolithic slab I j Lqu---- = II o footings STRUCTURE * y, II ---- --- SLAB ' I r -- 12 ----- 2-1/2 j N y I Q 1 i ---I- O Q II 1 j � it O I O I I --1— -- 7 — N --I i I I I 11 I I i I I Roof Notes: 4"concrete slab on `"` I existing floor elevation j - --'- I ' I . All measurements are rom stud walls. compacted fill with 006 '`' I for reference only j _--�`�/ __. I 2. Facia to be plumb cut mil vapor ,barrier, soil to I % NO. Revision/Issue pate be treated with chemical 1 1 I i o i i wall. 0/1 3. Overhangs measured rom the exterior stud termite barrier01 j 4. Sheathing per structural sheets. i j General Contractor I R islope slop I 5. Roofing materials to e architectural Ai PHILLIPS BUILDERS o i i shingles. G. Main Roof itch is 2- /2 in 12. ' I slo e j p match existing floor 1545 5 E LVA MARINA D R. /elevation ATLANTIC BEACH , I=L Dimen5lon5 may vary s Ightly due to ° Dlmen51on5 may vary slightly due to 32233 field modlflcatlon5 and adJu5tment5. o ° field modlficatlon5 and ad u5tment5. NI Seco floor walls clow v ° D ° D D concrete drive ° Firm Name and Address JOHN ROWAN DESIGN , INC. D � D ° D ° 3'-10 112" 20'- 1 5 1 5AWGRA55 CORNERS 3" � D D UNIT # 101 Second storyr°of PONTE VEDRA BEACH , FL RO0f PLAN 3'-;10 I/2" 20'-3" entry porch roof (904) 759-7087 SCALE 114" = I '-0" ROOF PLAN PROVIDED FOR GEOMETRIC PLANNING PURP05fS ONLY. SEE STRUCTURAL SHEETS FOR ARCHITECTUNML ED A EPLAN STRUCTURALREM DETAILS AND REQUIREMENTS. ANY REFERENCERENCE ON TI115 PLAN TO STRUCTURAL Project Name and Address ELEMENTS ARE FOR PLANNING PURPOSES ONLY; STRUCTURAL SHEETS TAKE PRECEDENCE. 132 BELVEDERE PROJECT SCALE 114" = 1 -0" Architectural foundation plan provided for geometric 13 2 BELVEDERE ST. planning purposes only. See structural sheets for structural details and requirements. Any reference on this plan to structural elements are for planning purposes only. ATLANTIC BEACH , FL Structural sheets take precedence. ARCHITECTURAL FOUNDATION PLAN ROOF PLAN y Project Sheet 2014-0036 Date 01 /09/ 15 - 2 Scale 114 1 I-011 OF 6 SHEETS General Notes AREA CALCULATIONS FIRST FLOOR CONDITIONED 814 SQUARE FEET VERIFY ALL DIM N I NS AND SECOND FLOOR CONDITIONED 814 SQUARE FEET CONDITIONS. TOTAL CONDITIONED I,625 SQUARE FEET ALL DIMENSIONS ARE MEASURED 127 SQUARE FEET TO FACE OF BLOCK, FACE OF REAR PORCH REAR BALCONY 127 SQUARE FEET 24'-1 112" FRAMING MEMBERS - UNLESS FRONT ENTRY 13 SQUARE FEET 8'-9" 3'-10 112" 20'-3" OTHERWISE NOTED. 10 4 1/4" 4 1/4" TOTAL UNDER ROOF 1,695 SQUARE FEET G'-G" G'-G 112" 6'-G" e ALL NEW PLUMBING FIXTURES, 3'-G" 4'-2" 12'-7" TILE, LIGHTING FIXTURES, 4 1/4" 4 1/4'.. 7'-,5 G'-i l" _ 5'-8" CABINETRY, APPLIANCES AND 6'-G 12" -G" FLOOR COVERINGS TO BE 6' 6" / 6' SELECTED AND APPROVED BY OWNERS BASED ON ' CONTRACTOR PROVIDED Q" - . o ALLOWANCES. ci ". HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. p" 4..5t e p •t 4"s e _ STRUCTURAL SYSTEMS � 3050 3050 REQUIREMENTS TO BE DESIGNED 2068 l cD _ DETERMINED OT HE RS■ WH = I N DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN LAUNDRY _ 5'-4 1/2" 14'-l0 1/2" BUILDING PLANS. CONTRACTOR TO FLEX ° m �° m I closet MBR m VERIFY THAT SCOPE OF WORK 3'-8 1/2" - I _ MEETS ALL APPLICABLE CODES N N I N PRIOR TO COMMENCEMENT OF oho L---- WORK. N I'-10 112" I II I I I � C9 I II i I I II I L gaeN O N N M KITCHEN O N _ - O m m N O — < o m O MBA o Cn Qj I V" N N O N r— --- — ------- r---r-- L-- N i 31- DW L----- 2 i O --- 1-------1-- --J c� i I --- N L9 I l9 — • T m I I m m ----- �' — GUES down --- T BATH U • 6-I • 2GG84'-3" 2068 N � N / ————————— ———————— d up N 4068 4068 N handrail per FBC 2GG8 2GG8 / O o N N No. Revision/Issue Date N '-9 1/4" LIVING L _ I'-5 3/4" General Contractor _ — o b PHILLIP5 BUILDER5 BR 2 BRI = 1 545 5ELVA MARINA DR. ATLANTIC BEACH , I=L r� 2'-4 I/2" 32233 N 3 / 3844 3844 844 3844 5'-2" 9' 1 1" 5'-2" 3'-10 112" 9'-I I 1/4" 10'-3 3/4" '-I 1/2" 5'-2" 9'-I 1" 5'-2" Firm Name and Address 20'-3" JOHN ROWAN DE51GN, INC. 20'-3"24'-I 112" 1 5 1 5AWGRA55 CORNER5 UNIT # 101 FROP05ED f I K5T FLOOR FLAN PROP05f- D SECOND FLOOR FLAN PONTE VEDRA BEACH , I=L (904) 759-7087 SCALE 114" = 1 ,-0,, SCALE 11411 = 1 '-O" ex15tlncj walla ex15t1ncg walls new walls new walls Project Name and Address 13 2 BELVEDERE PROJECT 132 BELVEDERE T. ATLANTIC BEACH , FL FLOOR PLAN5 Project Sheet 2014-0036 Date 01 /09/ 15 A- 3 scale 1 /411— 1 l--0" OF G SHEETS General Notes architectural shmgles architectural shingles 12 Q 2-1/2 plank siding 1 2 — Q2-1/2 VERIFY ALL DIMENSIONS AND + 171-411 second floor + 17'-4" second floor CONDITIONS. wall pl to wall plate ALL DIMENSIONS ARE MEASURED „ ,_2 ® 2� TO FACE OF BLOCK, FACE OF match � FRAMING MEMBERS - UNLESS existing N OTHERWISE NOTED. 36" raihn ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND _ OR COVE IN T balcony---"-, + ' R GS OBE second fl orSEIM �I IIMI IIS 9 3 second floor SELECTED AND APPROVED BY +a 1 OWNERS BASED ON architectural shingles first floor all +8'-1 first floor wall iJ� pl to plate CONTRACTOR PROVIDED ALLOWANCES. 7 HVAC SYSTEM REQUIREMENTS TO 3ypica trim 3ypica trim BE DETERMINED BY OTHERS. (typical) — — Lin _ (typical) � 6" posts j rb�b siding �4 (typical) rb*b siding STRUCTURAL SYSTEMS � REQUIREMENTS TO BE DESIGNED DETERMINED BY OTHERS. UT - 4; reference 01-0.. first floor reference only a �. . � DESIGNER ASSUMES NO LIABILITY d rade1�� ._ y addition ewstmg structure I ewstmg structure addition FOR ERRORS OR OMISSIONS IN BUILDING PLANS. CONTRACTOR TO A VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES f RO NT ELf VAT REAR ELEVATION PRIOR TO COMMENCEMENT OF WORK. SCALE 114'1 = 1 '-0" SCALE 11411 = 1 '-0" j architectural shingles architectural shmgles LL mat h existing overhang - � I II I I ) mfr int "� LII LULL I II I I I I II I � 11-1 I � second loor +17'-4 +1 7-4second floor I I I I I I I l iI i i i n i t i i l i i n i i� i i i i i t ii i I i i I l i i i1`i I a Ilii I a i t n u l i n I i i u I I 11 i iii I ii l i n i t u i NO. Revision/Issue Date L L wall plat- F wall plate '-2' General Contractor 1 PH I LLI P5 BU I LDER5 36" handrai cQ cp 36" handrail 1545 5ELVA MARINA DR. ATLANTIC BEACH , FL +9'-3" +9'-3" 32233 balcony second loor second floor alcony I2 ss 4 first floor wall +8'-I" +8'-I" first floor wall plate plate N N © 3 Firm Name and Address " Posts (t yplca ) 3-1/2" trim 3-1/2" trim 3-1/2"trim (typical) JOHN ROWAN Df-SIGN, INC. (typical) — _ (typical) / (typical) 1 5 1 5AWG RA55 CO RN E R5 rb*b siding Q co rb*b siding rb*b siding UNIT # 101 rear porch PONTE VEDRA BEACH , I=L first floor 0'-0" 0'-0" first floor rear porch - -a . O ) 759—7087 reference onl refere ce only ewstmg addition existmg I existing Project Name and Address I-EfT ELEVATION I-EfT ELf VATION132 BELVEDERE PROJECT 13 2 BELVEDERE 5T. SCALE 11411 = I '-O" SCALE 114 = I '-o" ATLANTIC BEACH , FL i ELEVATION5 Project Sheet 2014-0036 Date 01 /09/ 15 A- 4 Scale 1 /411= 1 1_0u OF 6 SHEETS General Notes I 3 tab shingles VERIFY ALL DIMENSIONS AND CONDITIONS. sheathing per ALL DIMENSIONS ARE MEASURED structural sheets engineered trusses 12 TO FACE OF BLOCK, FACE OF aluminum cave drip R-30 fiberglass batt FRAMING MEMBERS - UNLESS SECOND FLOOR or or blown insulation OTHERWISE NOTED. STRUCTURAL FLOOR SYSTEM NALL NEW PLUMBING FIXTURES, one inch nosing - (optional) FIRST FLOOR WALL PLATE HEIGHT 5/8" standard gypsum board TILE, LIGHTING FIXTURES, 2"x6" facia board with I"x2" P.T. 1/2" gypsum ceiling board CABINETRY, APPLIANCES AND drip board FLOOR COVERINGS TO BE (match existing) (2) 2"x4" syp #2 top plate per 112" BC plywood soffit structural sheets t ELECTED AND APPROVED BY �; (match existing) OWNERS BASED ON 15 equal risers @ 7- 13/8" connection from to late to wood treads shall be 10" frieze truss per fastener c plate CONTRACTOR PROVIDED treads shall may have a I " nosing (match existing) ALLOWANCES. (total finished tread 10- 1 1 ") HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. 10 R-I I fiberglass batt ° insulation STRUCTURAL SYSTEMS = REQUIREMENTS TO BE DESIGNED 5TAIR 5CHEMATIC gypsum wail board DETERMINED BY OTHERS. DESIGNER ASSUMES NO LIABILITY SCALE I/4" — I '-0" rb*b siding over wood framed 3/4" plywood sub-floor per structural sheets FOR ERRORS OR OMISSIONS IN walls per structural sheets BUILDING PLANS, CONTRACTOR TO VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES PRIOR TO COMMENCEMENT OF WORK. continuous gravity path per STRUCTURAL FLOOR SYSTEM N structural sheets (per structural sheets) 5/8" standard gypsum board o 112" gypsum cedmg board (2) 2"x4" syp #2 top plate per structural sheets connection from top plate to wood truss per fastener schedule N a- o - ao R-I I fiberglass batt insulation ,-112" gypsum wall board rb*b sidmg over wood framed walls per structural sheets 4" concrete slab on compacted fill with .006 No. Revision/Issue Date mil vapor barrier, sod to I 2'-4" > be treated with chemical termite barrier 5 112" General Contractor 3 1/2" a 4 PHILLIPS 13UILDER5 III " II-I iI-ITII►I-I i II►I-1TI-ITI-►TI- 1 5 4 5 5 E LVA MARINA D R. grade II18" CMU stem wall (grout all ce11s)=III—III=1 —I- –-I'—i I I=1 1=1 1I I—► �_� � —I II I!=III—1 1 1 ATLANTIC BEACH , FL 1 1 1=1 11=1 11=1 I I-1 11=1 11=1 11= III—III I i I I I 1=1 11=1 I I—III I I 1—I 11=1 11 1 =1 1 11 11=1 11=1 11=1 11=1 1 11 I I—I 1 11 1 11 11=1 -I 1 11 I I1 I I1 11=1 1 11 11=111=1 11=1 11=1 32233 1=1 11=1 11=1 11=1 11=1 I I1 11=1 I I-1 I I1 I I1 I I-_`° 1=1 I I1 11=1 I I-1 11=1 I I-1 I i-1 11=1 I i1 I i-1 11=1 III=III=III=III-III=III-III=III=III=III=1 -III-III=III=III=III=III=III-III=III-III-III- N K�3 I/2" I_I —�II�II— R P-8 1/2° 1 I I=1 11=� —I II II I—III—I I—i I II II 1—III—I I- I—III=1 1 11 I I—I 11=1 I MI I I=1 1 11 I IIII—i I= III-1111 I i-1111 I i_I i I—III—i'II i II -ITI1 II �i—_I�—I I►=1 I I—"11 11 —I ' I�1=I 1I1 I I—I 11=) 1I 1 1 ) I—�I(— I I—III—I (_I I —' continuous concr e footing per Firm Name and Address 1,3 III-1 I I=1 I I-1 11=1 11=1 11=1 11= o a` I I i I I I i III i I I — structural sheets �� I I-1 I I-1 11=1 11=1 11= JOHN ROWAN D E51 G N' INC. -1II III=1 I I-1 I I=1 I I=1 11=1111='1 1 III—III III III III—III-I I I-1 i 1—III- 1 5 1 5AWG RA55 CORNERS I I 1=1 11=1 11=1 11=1 I I-1 I I_ 11—= 1 1 1 1 1 1-111-- 11=1 11=111— III=1 I I-1 11=1 I I-1 11=1 I i-111 1 I I 1 I I-1 I-1 i 1=1 I I-1 11=III=11 I- UNIT # 101 BRACKET DETAIL (OPTIONAL) 1 I 1�I I II 11=111-III=1 I I-1 I I—III—I i I-III—III-III,�,�I�_ III I I 1=1 I I—III—III III—III—I i 1=1 I — PONTE VEDRA BEACH , FL SCALE 3/4" = 1 '-0" (904) 759-7087 MAIN TWO STONY WALL 5ECTION SCALE 3/4" = I '-0" Typical wall section provided for non structural Project Name and Address details only. See structural sheets for structural R details and requirements. Any reference on this 1 32 B E LV E D E RE PROJECT section to structural elements are for planning 13 2 BELVEDERE 5T. pure poss only, structural sheets take precedence. ' a ATLANTIC BEACH , I=L Q DETAILS Project Sheet 2014-0036 Date 01 /09/ 15 A� 5 Scale 1 /411— 1 1_011 OF 6 SHEETS i General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED i TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE ® a ELECTRICAL FIXTURE LEGEND xSELECTED AND APPROVED BY iar Frewire fan prewire OWNERS BASED ON WALL MOUNTED LIGHT CONTRACTOR PROVIDED '�/%' 0 CEILING LIGE IT i ALLOWANCES. HVAC SYSTEM REQUIREMENTS TO p BE DETERMINED BY OTHERS. 9fl wp. '_i°!' s � • gfl wp� � PENDANT LIGHT gf -4"step \ i\ gfi PUCK L.E.D. LIGHTING afp STRUCTURAL SYSTEMS afp El UVH ® RECESSED LIGHT 1 -----,_-_ REQUIREMENTS TO BE DESIGNED i DETERMINED BY OTHERS. of QQ ADJUSTABLL RECESSED I ® - p i ► afp'` DESIGNER ASSUMES NO LIABILITY LIGHT "EYEBALL" I T' FOR ERRORS OR OM155ION5 IN FLOOD LIGH`f I ; BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK J i DUPLEX REGCPTACLE J i I I� i �%;� i MEETS ALL APPLICABLE CODES — ' ' fan prewire I SWITCHED DUPLEX.RECEPTACLE - - - I PRIOR TO COMMENCEMENT OF sD � � � � afp i 220V RECEI'TACLE afp I% i% fan prewire i WORK. GFI GROUND FAULT INTERRUPT R i i ® afp AFiU sD \ i � sD AFP ARC FAULT MOTECTION O i i afp TOGGLE SWITCH i o gfi Aq- gfi O i \\\ $s 3 WAY TOGGLE SWITCH -- --- ------__ \ DIMMER SWITCH T `\ �� 9 f FEMPNEUMATIC SWITCH 'i _ gfi fan/light 1 i I& -� ii I I EVISIONOUTLETCABLE TEL1 I fl --__ ' WI? TELEPHONE � a fan/light ATA O i__I_ _ ►I INTERNET/ D I ® ` I to switch above —g WP WATER PROQF FIXTURE down ® fan/light I ®Wp y �' _--_-- ---------------- ® EXHAUST FAN to ,,.. t switchf II�4 € I, m — - O 5D g l iv r i 0 SMOKE DETECTOR below — — — — — — _ — _ \` '� N I ' � I I o Q WALL MOUNTED LIGHT i UNDER COUNTER SIGHT afp 51) 51) :fr, i SPECIAL ELECTRICAL CONNECTION No. Revision/Issue Date LV LOW VOLTAGE L.E.D. STRIP LIGHTING �� - _------- '/ fan prewireCi 4' FLUORESCENT CEILING If af�\\4 --- General Contractor LIGHT afp ---- afp t PH I LLI P5 BUILDERS \ ------------------------ ® N fan rewire 1 545 5ELVA MARINA DR. \ p FAN PREWIRE fan prewire p tI ATLANTIC BEACH , FL � m afp afp afp of 32233 wp wig gfl Firm Name and Address JOHN ROWAN DESIGN, INC. 9 1 5 1 5AWGRA55 CORNERS UNIT # 101 f I K5T FLOOR f LECTRI CAL FLAN 5ECOND FLOOR ELECTRICAL FLAN PONTE VEDRA BEACH , FL SCALE I/4" = I '-O" l SCALE I/4" = 1 '-0" (904) 759-7087 ELECTRICAL NOTES: Project Name and Address PULL WIRES TO CEILING FAN LOCATIONS AND PROVIDE SUPPORT AT CEILING FOR FAN. 132 BELVEDERE PROJECT 2 ALL SMOKE DETECTORS TC BE WIRED TO 50UND WHEN ANY OTHER SMOKE DETECTOR 15 13 2 BELVEDERE 5T. ACTIVATED. ATLANTIC BEACH , FL ELECTRICAL LAYOUT PROVIDED FOR PLANNING PURPOSES ONLY; CONTRACTOR TO VERIFY SELECTION AND PIACEMEN1Of ALL ELECTRICAL EQUIPMENT. PROVIDE GFI CIRCUITS AT ALL WET OR DAMP LOCATIONS. METER BASE LOCATION TO DE DETERMINED DY LOCAL ELECTRIC AUTHORITY. ELECTRICAL PLANS VERIFY HEIGHT OF ALL WALL MOUNTED LIGHT FIXTURES. RESIDENCE TO BE PREWIRED,FOR SECURITY SYSTEM AND AUDIO. PREWIRE PER OWNERS Project Sheet DIRECTION AND 5PECIFICATION5. 2014-003G Date 01 /09/ 15 — Scale 1 /4 11 1 '-0" OF 6 SHEETS