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1802 Seminole Rd RESA18-0032 dwgsE 0 HATCH LEGEND 0 811-1/81, 1011-1/81, 16'8-13/16" 20'T General Notes: - Par ANSBTPI 12002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufacturer's specifications for all hanger connections unless noted otherwise. • Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent U.N.O.- Use lOd x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. • Dimensions are Feet -Inches- Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-Bl Summary Sheet -Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placementt plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost. by Builders FirstSource. It is the responsibility- of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, act..., so the trusses do not interfere with these type of items.. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry am• additional loads from above. This truss placement plan was not created be an engineer, but rather by the Builders FirstSoume staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. 'INkBuilders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Pillar Construction 1802 Seminole Road Custom 12/26/20181 DC 1 1617704 MITEK PRODUCT APPROVAL #'S FL2197-R6, BOISE PRODUCT APPROVAL #'S LVL FL1644-R4, BCI FL1392-R4 1627416 N/A 1 1617704 W R m 60-0D-00 Truss Hanger List 11-00-00 41 -OD -OD 4-00-00 L 4-00-00 Mane product Qty Simpson HGUS28-3 2 Simpson HT 26 39 Simpson THA422 4 n i N 11-0D-00 60-00-00 8-09-08 W 0 0 F 0 0 ED 0 M MITEK PRODUCT APPROVAL FL2197-R6, BOISE PRODUCT APPROVAL #'S LVL FL1644-R4, BCI FI -1392-R4 HATCH LEGEND 0 811-1/81, 16' 8-13/16" 20' 7" General Notes: - Per ANS11M 1-2002 all" Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. • All hangers are 1a be Simpson or equivalent U.N.O.- Use 10d x 1 112" Nails in hanger connections to single ply girder trusses. • Trusses are not. designed to support brick U.N.O. Dimensions are Feet: Inches- Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing first ACQ lumber is corrosive to truss.plates. Anv ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-BI Summar- Sheet -Guide for handling, Installing and Bracing of Metal Plate Connected wood Truss prior to and during truss installation. It. is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It. is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders PirstSource staff and is solely to be used as an installation guide and does not require a seal, Complete truss engineering and analysis can be fDmd on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement Builders ® FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Pillar Construction 1802 Seminole Road Custom N.: .—W Ooh 4 12/26/20181 DC 1 1617704 l-11-.. FIDor?JOFc J # 1627416 N/A 1617704 PLOT PLAN OF LOT 1, BLOCK 1, SEL VA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OFFICE COPY 2 J Z U i LOT 2 i Q 10 20 40 10 EASEMENTFOR I p I SCALE: 1" = 20' PRI VA7E SINGLE SANITARY SEWER I I SERVICE LINE m CONCRETE _ _ S89 5545'E 100.00' (FIELD) LIGHT POL ONTROL BOX o _ ABDA�GT�� ®y�` /®®.O®y N FOUND 1/2' IRON T Y 89 �J / G� ` I PIPE, NO CAP �3 12.98 x �, U x�o 16'PALM 534 S.F. x 6' DEEP SWALE = I 2 S 2 -PALM W 230 C.F. VOL. RETENTION O _ 6=CORR_ PIPE Ds X x 9.3' 41.0' !6 9. MYRTLE 105"PALM o CLEANOUT 0 W O 4 X 10.4 100"7REE 0 <d 16'CRAIPE4 X 18"CRAPE x 11.4 13.03 e0 q I MYRTLE M1R7LE 0 D; 11.1 x 11.3 0� 0 121PALM U _a 15.1 ° 20.8' �0 29.41 CJ d 2 "LIGUSTRUM r x--- 1 1.08 x `� 1 f PALM O �J Q I BOLAUREL w K .11' x �i . O D, OAK �o pp 23 11.14,X I W / h 18"LIGUSI UM 20° W O x 12"PALM Z Lo Y 11.14 x q WA TER 0 1 �� / I io i ~ 10.6 METER x x MAILBOX 13.09 W O LOT 28 �' 3 �� m x� 'L/GUSTRUM x, 2 x 'c� J o Q tt 15.0' L - c'� R 12.99 O c x>> 25.0 4.0' x 2,5.2' A X 0.15' -,0�PROPOSED ADDITION f2ucus7RUM W I .(�.) �0 O Q RESIDENCE NO. 1802 b �x O , �> ® 1V'SYCAMORE FINISH FLOOR ELEVATION= N o O� PROPOSED ❑ 11.80 (NAVD 1988) ,�o• � DUMPSTER AC PADS ❑ 90"LIGUSTRUM 45.0° "LIGUSTRUM x ,�o• x Iflx PORTALET x 2' x 9.9 11.6 x 12.73 �I r2 161/GUSTRUI DROP INLET p 25' BUIL NG R ICTION LINE .0 �15 L GUSTRUM 8 TOP EL=8.93 O 14 LlGUSTR x `96' (SE) INV=3.40 1 'CRA f2 LI M (S) INV=298 M SILT FENCE SILT FENCE x x x PROPOSED G 0� N CONCRETE x DRIVEWAY a I \ A E O �� x� x - I 117 PALM \ \ FOUND 1/i'' IRON 26"CRAPE 0 �� /O 9 e x X\t �6 13.23 PIPE, AO CAP 22 IGUS7RUM MYRTLE F FOUND 1 CAIlfON \ \ _ _ q / PIPE, NO CA \ c>' N89 05J 11 �W 100* 00 12 PALM \ \ \ �O GUY ANCHOR S89 50'42"W 9 92' (FIELD) ~\ I I \ \ STOP \ 20.00' POWER CPOLE I I SIGN \ \ 5"LIGUS7RUM I I 13.14 \ \ x 10.2 X 10.2 I I \ \ �- x10.5 0x10.8 x11.1- I /13.02 \\\ PROPOSED 1.9 9 \ \ \ CONCRETE \ \ DRI VEWAY I I \ NO ARK/NG I 6 \\ a 1� 0� sl ^oo roti �o. ,o• ,�^, � EDGE OF PAVEMENTSTORM MANHOLE 23.00° I I TOP EL=1200 �` /� I ,Q Q /� Q ` I Jrl TV ! \IBA DRI I vL 100' WIDTH RIGHT OF WAY (PAVED PRIVATE ROAD) NOTES: I I 1. THIS IS A PLOT PLAN. 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF I I SEMINOLE ROAD ADJOINING THE EASTERN PROPERTY LINE OF SUBJECT PROPERTY BEING SOUTH 00'02'41" EAST, AS PER PLAT. I I 3. BUILDING RESTRICTION LINES PER PLAT. 4. BENCHMAR< USED IS FOUND DNR CONCRETE MONUMENT A-17 AT THE II SOUTHWEST INTERSECTION OF SEMINOLE ROAD AND SATURIBA DRIVE. I 1 ELEVATION= 13.49 (NGVD 1929). CONVERTED TO NAVD 1988 DATUM USING I I CORPSCON 6.0.1. ELEVATION=12.37 (NAVD 1988). I I 5. 6" CORRUGATED PIPE WITH POP UP DRAIN RUNNING TO SEMINOLE ROAD. I I 6. 534SF X 6" DEEP SWALE = 230CF VOLUME RETENTION. OVERFLOW TO BENCHMARK. • STORM MANHOLE DRAIN TOWARDS SATURIBA DRIVE WITH LOT SLOPE. EL£VA770N=11.88 (NAVD 1988) ! THIS MAP WAS MADE FOR THE BENEFIT OF PILLAR, LLC., THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" CONSTRUCTION.J (AREA OUTSI[)E THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0407J, REVISED NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL. RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SU7VEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY - DRAWN BY; DAF FILE: 201$ -1867 -PP_ BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: NOVEMBER 26, 2018 SHEET 1 OF 1 PLOT PLAN OF LOT 1, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, II I PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. z I � I LOT 2 Q 10 20 4,0 10' EASEMENT FOR ? PRIVATE SINGLE I SCALE: 1" = 20' SANITARY SEWER 1 j 1 SERVICE LINE CONCRETE _ _ _ _ _ _ A/DSn89 55'p45n'E 100.00' (/FIELD) ' m FOUND 1/2' IRON LIGHT POL ONTROL BOX h N89 57 / .7 E / 00.00 `4, PIPE, NO CAP >>s xx 12.98 Tx, vi !R �2 I d I B QS 16PALM 2- - - - - 1534 S.F. x 6" DEEP SWALE 6" CORR. PIPE - - - - 12 PALM 230 C.F. VOL. R&TENTION �p I •9 I O ti y l � 2x W x 41.0' x O 15 CRAPE MYRTLE 151PALM W CLEANOUT Lg 00"TREE O � 16"CRAPE x 18 -CRAPE x 10.4 x 11.4 13.03 q I MYRTLE M1R77-E 0Q� 11.1 x 11.3 OQ' N 121PALM ® U ` 15.1' 20.8' m � d 2 "LIGUSTRUM r - - _ - .0 29.4T 00 - - W x � 1 1.08 x 6 11 PALM � O W Q 18"LAUREL rn c�� / 0' 17' x o f� o ® � D w O OAK o +^/ 23 11.14,x 6. I O W h 1811GUS714UM 10 121PALM Q DO ^ N 2.0'W O x Z '� 11.14 x 0^ WATER O O v �� / io ~ ^o. 10.6 METER x x MAILBOX 13.09 LOT 28 m x1 "LIGUSTRUM x� a x J O Q w 15.0' 42 3^ x L- -8 5. 2x5.2' V- 12.99 h 25.0' 4.0' x x 0.15' �O W I ,� �O O �o n1 I 12 LIGUSTRUM A PROPOSED ADDITION �s = C14� o Z Q) O Q 0 RESIDENCE NO. 1802 b �x O �_ Z ® 1 "SYCAMORE FINISH FLOOR ELEVATION= ® 11.80 (NAVD 1988) ❑ _ ( PROPOSED O DU IPSTER AC PADS❑ 10"LIGUSTRUM "LIGUSTRUM x O x x 45.0° PORTALET x n 2' x 9.9 11.6 x 12.73 !,2 E �( 161L/GUSTRU I DROP INLET p 25' BUIL NG R ICTION LINE .0 14: LIGU\\\STRL GUSIRUM 8 TOP fL=8.93 O x `9E (SE) INV=3.40 1 "CRA 12 L/GUSTR M (S) INV=2.98 M �_ x x SILTXFENCE x x \ SILT FENCE � PROPOSED ' Q. N CONCRETE Q. x DRIVEWAY f 1 \ - - ps xx x 9.8 x 1 1 X11 PALM \ \ FOUND 1/2" IRON 2O6"CRAPE 0 �9 /o FOUND 1/2'114ON � j 6 13.23 PIPE, NO CAP 22 /GUSTRUM MYRTLE A� ? /®� / u PIPE, NO C4P \ \ \ 10� /p N89053'' I " / 00. 00 GUY ANCHOR 12 PALM \ \ \ �` S89 50'42"W 9 92' (FIELD) �# 1 I \ CONCRETE 1 I STOP \ \ 20.00' POWER POLE I I SIGN \ \ 5"LIGUS7RUM I 13.14 \ \ II \\ x10.2 x10.2 x10.5 \\ Ox10.8 x11.1 �- I 1.9 13.02 \\ PROPOSED \ \ CONCRETE I I \ \ DRIVEWAY NO PARKING u \ \ \ D g SIG 5 1 6 \\ EDGE OF PAVEMENT 23.00- I I I STOOP MANHOLE 1i 12.00 SAITURIBA DRl I/E ,','REVISED 100' WIDTH RIGHT OF WAY (PAVED PRIVATE ROAD) 1 I NOTES: I I 1. THIS IS A PLOT PLAN. I I 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF I I SEMINOLE ROAD ADJOINING THE EASTERN PROPERTY LINE OF SUBJECT PROPERTY BEING SOUTH 00'02'41" EAST, AS PER PLAT.3. BUILDING LINES PER PLAT. 1 I 4. BENCHMARK USED I SNFOUND DNR CONCRETE MONUMENT A-17 AT THE I I APPROVED SOUTHWEST INTERSECTION OF SEMINOLE ROAD AND SATURIBA DRIVE. I I ELEVATION=13.49 (NGVD 1929). CONVERTED TO NAVD 1988 DATUM USING I I CORPSCON 6.0.1. ELEVATION=12.37 (NAVD 1988). 1 1j✓/ 5. 6 CORRUGATED PIPE WITH POP UP DRAIN RUNNING TO SEMINOLE ROAD. i I l `� 6. 534SF X 6" DEEP SWALE = 230CF VOLUME RETENTION. OVERFLOW TO BENCHMARK. NCHMA K11STORY1.88 A MANHOLE DRAIN TOWARDS SATURIBA DRIVE WITH LOT SLOPE. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0407J, REVISED NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL. RAISED SEAL OF A FLORIDA LICENSED SUiRVEYOR AND MAPPER." CHECKED 13Y: DRAWN BY: DAF FILE: 20118 -1867 -PP THIS MAP WAS MADE FOR THE BENEFIT OF PILLAR, LLC., CONSTRUCT] J 1' 9 DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: NOVEMBER 26, 2018 SHEET 1 OF 1 PLOT PLAN OF LOT 1, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. �I z ' LOT 2 a ' 10' EASEMENT FOR � I Q 10 20 40 PRIVATE SINGLE' ' SCALE: 1" = 20' SANITARY SEWER I I SERVICE LINE S895545"E 100.00'(FIELD) m CONCRETE o , p , n FOUND 1/2' IRON LIGHT POL ONTROL BOX h _ _ N89 5719E . 100.00 N PIPE, NO CAP s 12.98 o x 16"PALM 1534 S.F. x 6" DEEP SWALE = I 2 S-----12"PA LM W 6CORRPIPE C.F. VOL. R&TENTION = X 41.0 x O 1'3' c� 16 CRAPE W CLEANOUT MYRTLE O 44 O 15 PALM oW O 100"TREE (6 16"CRA�E x 18"CRAPE x 10.4 x 11.4 13.03 MYRTLE MYRTLE O 11.1 x11.3 �' O + O o 15.1' 20.8, 29.4 ^ v 12"PALM U O 2 "L/GUSTRUM r -- - - -- � �� - m W O B"LAUREL / I x �� 11.08 B 11 x 0^ 11 "PALM O Q) Q - w O OAK1.14,x I w b 0 0 18'LIGUSim j \ o N 2.0' O x 12 PALM Z h Y y 11.14 x 0^ WATER O O^ Q �. / ip ~ O' �(, p'6 METER X X MAILBOX 13.09 LOT 28 m x L/cusTRUM X, x I �o Q W x L --e --- 2 12.99 3 25.0' 4.0' x 0.15' /p W Q N 12 LIGUSTRUMO PROPOSED ADDITION �sI N o A Q RESIDENCE NO. 1802 b Z O 1V"SYCAMORE FINISH FLOOR ELEVATION= cry I-" Q O 2 PROPOSED ❑ 11.80 (NAVD 1988) 0 6 I O DUIPSTER AC PADS E] 10"LIGUSTRU11445.0' "LIGUSTRUM x 10�1 x PORTALET x 9.9 � 2 11.6 x 12.73 qWILJIGUSTRU DROP INLET p 25" BUIL NG R IC710N LINE �o `15" GUSIRUM 8 TOP EL=8.93 O 1 "CRA 12"L/GUSTR M 141LIGUSTR x 96' (S))INVV 2 9B M \ SILT FENCE p� �- x x SILT xFENCE xPROPOSED CONCRETE x - --- - DRIVEWAY ql x>> X� x 9.N I I Ull PALM \ \ FOUND , N IRON 22 [IGUSTRUM 2266"CRAPE O �e �w FOUND 81/2'Il/�ON X1 6 13.23 PIPE, N . CAP MYRTLE / PIPE, NO C P \ 1Od /0 N89053'11 V/ 00. 00 GUY ANCHOR I� 12 /'ALM \ \ \ S89 50'42"W 9 92' (FIELD) \ I I \ \ CONCRETE STOP \ 20.00' POWER POLE I I SIGN CF- \ \ 5'LIGUSTRUM I I 13.14 \ \ X 10.2 x 10.2 I I \ \ Ox 10.8 �c\ x,1.1 11,.9 13.02 \\\ PROPOSED \ CONCRETE \ DRIVEWAY I I \ \ d NO VARKING I I ? p \ \ •.�. gyp• �0. 'gyp• '��., "``� \ EDGE OF PAVEMENT I 23.00' I I I STORM MANHOLE TOP EL -12.00 II SA TURIBA DRI VE NOTES: 100' WIDTH RIGHT OF WAY (PAVED PRIVATE ROAD) I I C / 1. THIS IS A PLOT PLAN. I I 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF I I ,,9A ifj�` SEMINOLE ROAD ADJOINING THE EASTERN PROPERTY LINE OF SUBJECT PROPERTY BEING SOUTH 00'0241" EAST, AS PER PLAT. I I 3. BUILDING RESTRICTION LINES PER PLAT. I I 4. BENCHMARK USED IS FOUND DNR CONCRETE MONUMENT A-17 AT THE I I 0 FOi� SOUTHWEST INTERSECTION OF SEMINOLE ROAD AND SATURIBA DRIVE. I I L ELEVATION=13.49 (NGVD 1929). CONVERTED TO NAVD 1988 DATUM USING CORPSCON 6.0.1. ELEVATION=12.37 (NAVD 1988). 5. 6" CORRUGATED PIPE WITH POP UP DRAIN RUNNING TO SEMINOLE ROAD, I I 6. 534SF X 6" DEEP SWALE = 230CF VOLUME RETENTION. OVERFLOW TO BENCHMARK. • STORM MANHOLE DRAIN TOWARDS SATURIBA DRIVE WITH LOT SLOPE. ELEVA77ON=11.88 (NAVD 1988) THIS MAP WAS MADE FOR THE BENEFIT OF PILLAR, LLC., THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" CONSTRUCTI n I (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD 1 �I INSURANCE RATE MAP NUMBER 12031CO407J, REVISED 1 NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN Vii. BOATWRICHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA 1JC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY.- DRAWN Y:DRAWN BY: DAF FILE: 2018- -1867-PP BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: NOVEMBER 26, 2018 SHEET 1 OF 1 PLOT PLAN OF LOT 1, BLOCK 1, SEL VA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 2 LOT 2 Q 10 20 40 10' EASEMENT FOR I 2 PRIVATE SINGLE o I SANITARY SEWER I CONCRETE SCALE: 1" = 20' +�EVICE LINE S89 55'45'E 100.00' FIELD 1 1-/� •'yyc .(//yFOUND 1/2' IRONLIGHT POL ONTROL BOX N89 5719 G /00.0® PIPE, NO CAP �12.98 16 PALM 1z, 2 s 12"PALM x 10.95 X 41.0' x 0 9.3' w 16"CRAPE MYRTLE fO5"PALM o CLEANOUT O 44 0 �++ I00"TREE 16 16"CRW X 18 -CRAPE x 10.4 X 11.4 13.03 0 MYRTLE MYRTLE 0; �, 0 ^ 1 122"PALM 1 1.1 x 1 1.3 °� U 20.8' 0 29.4 00 �' m 8"LAUREL \Q "LIGUSTRUM r x 11.08 x n x 11 PALM OAK oc=,/r LlGusim o p \ o N I 2.0' \i x 12"PALM Z u , n 11.14 Xj� 01 WATER 0 �- Ci 10.6 METER x x MAILBOX LOT 28 11.o x 11.3 LIGUSTRUM x�, /� x ,oma ,�, 0 13.os O Q 3:% L-_2� A 12.99 � 3 ^: 11.24 X 25.0' - 4.0' x 2x5.2' x J ® O 12 LIGUSTRUMPROPOSED ADDITION Pis z N �� ® Z ~ �r O 0 0 RESIDENCE NO. 1802 a tiM O :� a FINISH FLOOR ELEVATION= O :z ® 17 SYCAMORE N Q U FR 11.80 (NAVD 1988) o PROPOSED 0 p (0 X96 C1 DUMPSTER AC PADS 10-LIGUS7RUM "LIGUSTRUM x O x 45.0' it b x PORTALET x �55 2' x 9.9 11.6 x 12.73 E jW DROP INLET\16"LIGUSTRO 25' BUIL NG R CTION LINE �O 15" GUSTRUM B TOP EL=8.93 O 1 "CRA 12"LIGUSTRUM 141LIGUSTR M x 96, (SE) INV=3.40 M S1LT FENCE (S) INV=2.98 SILT FENCE O ® x PROPOSED x x ---vz- 'o N CONCRETE N x DRIVEWAY j06. U-__.. -xr� - - ---- - x�- -. __.. ___-- - --- -X.''I 11 PALM \ - I- - ----- - - - - - FOUND 1/2' IRON 26"CRAPE p q� �p 9.8 X x --,i �6 13.23 PIPE, N) CAP 22"LIGUSTRUM MYRTLE PIPE NO CJP�� x FOUND 1/2'IIAON \ \ Q��O /Yt79 X53'1 �'m®o ®® GUY ANCHOR 12 PALM I \ \ \ S89 50'42 j' 99.92' (FIELD) CONCRETE I I STOP \ \ POWER POLE I I SIGN \ \ 51IGUSTRUM I I 13.14 \ \ x10.2 x10.2 x10.5 0X10.8 x11.1- IIc j 13.02 \\ 11.9 \\\ PROPOSED \ CONCRETE I \ \ DRIVEWAY J NO RKING I A \ \ \ SIGN EDGE OF PAVEMENT I I STORMLE OP EL=12.00 VF V /CATL.r �l / Y 100' WIDTH RIGHT OF WAY (PAVED PRIVATE ROAD) I I it II II iI NOTES: f I 1. THIS IS A FhLOT PLAN. 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD ADJOINING THE EASTERN PROPERTY LINE OF SUBJECT I I PROPERTY BEING SOUTH 00'02'41" EAST, AS PER PLAT. i I 3. BUILDING RESTRICTION LINES PER PLAT. I I 4. BENCHMARK USED IS FOUND DNR CONCRETE MONUMENT A-17 AT THE I I SOUTHWEST INTERSECTION OF SEMINOLE ROAD AND SATURIBA DRIVE. I I ELEVATION=13.49 (NGVD 1929). CONVERTED TO NAVD 1988 DATUM USING BENCHMARK. • STORM MANHOLE CORPSCON 6.0.1. ELEVATION=12.37 (NAVD 1988). ELEVA710N=11.88 (NAVD 1988) 0 THIS MAP S MADE FOR THE BENEFIT OF PILLAR, LLC., THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" CONSTRU 10 (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0407J, REVISED o NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. �1 "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: DRAWN BY. DAF FILE: 201,3 -1867 -PP BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: NOVEMBER 26, 2018 SHEET 1 OF 1 SILT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES a MAX. 6'-0" O.C. GRADE 911';�,-BACKFILL FENCE AFTER PLACING FENCE A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT. ALTERNATE ALUM. ALUMINUM AWN. AWNING WINDOW BLK. BLOCK BOT. BOTTOM BLDG, BUILDING B.U. BUILT-UP CAB, CABINET CPT, CARPET C.I. CAST IRON CL. CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONC. CONCRETE C.NIJJ. CONCRETE MASONRY UNIT CONT, CONTINUOUS C.J. CONTROL JOINT C.F.M. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DI5P. DISPENSER DN. DOWN Dm DRAWING EA. EACH ELEC, ELECTRIC E.W.C. ELECTRIC WATER COOLER SCALE: 3/4"_-V-011 1. PLACE FENCE AT ENTIRE PERIMETER OF SITE, 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. E.W.H. ELECTRIC WATER HEATER MIN. MINIMUM EL. ELEVATION N.I.G. NOT IN CONTRACT EXI-I. EXHAUST N.T.S. NOT TO SCALE EXT. EXTERIOR O.G. ON CENTER FG. FIBERGLASS OPWi. OPENING: FIN. FINISH PT PAINT FIN. CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED F.D. FLOOR DRAIN Q.T. QUARRY TILE GALV. GALVANIZED REINF, REINFORCED GL. BK GLASS BLOCK WINDOW READ. REQUIRED GWB GYPSUM WALL BOARD R RISER HDW. HARDWARE RD. ROOF DRAIN HGT. HEIGHT S.H. SINGLE HUNG WINDOW HORZ. HORIZONTAL SHT. SHEET H.B. W05E BIBB 51M. SIMILAR H.W. HOT WATER SL. SLOPE ID. IN51DE DIAMETER SPEC, SPECIFICATIONS IN5UL. INSULATION 5TL. STEEL JAN. JANITOR THK. THICK JT. JOINT T4G TONGUE AND GROOVE LAM. LAMINATE (D) TYP. TYPICAL LAv. LAVATORY VERT. VERTICAL M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE MATL. MATERIAL W.I.G. WALK-IN CLOSET MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD MECH. MECHANICAL WA1M. WELDED WIRE MESH MTL. METAL W.C. WATER CL05ET M.P. METAL PANEL UR URINAL UJIND LOAD5 5URFACE CALCULATIONS: WIND DESIGN PER FBC RESIDENTIAL 2011, TABLE R3012(2) EXISTING: BASIC WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF.) ENCLOSED 29 FT. 26.5651 DEGREES (6:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS 10,589 SF. HOUSE ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(P5F) 1 10 14.7 -22,4 1 20 14.0 -22.4 1 50 140 -22.4 1 100 14.0 -22.4 2 IO 14.1 -40.6 2 20 37.8 -36.4 2 50 14.0 -322 2 100 14.0 -29.4 3 10 14.0 -60.2 3 20 1450 -56.0 3 50 14.0 -50.4 3 100 14.0 -462 4 10 25.5 -26.6 4 20 24.3 -26.6 4 50 22.8 -238 4 100 21.1 -238 5 10 25.5 -33.6 5 20 24.4 -308 5 50 228 -28.0 5 100 21.1 -26.6 DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES 5YME5OL5 1 14 IN 73 0 1 - 6196 is 703 p 1802 S MINO F.. ROAD ATLANTIC BEACH, FLORIDA 5 89° 51' 19" W 100.0' - I - - - - - ------------------ - - ---- - - - - - - - - - - - - - I I I I I I I I I I I 6" CORR PIPE I I I I I 1 I I I I i I I I E MLvo - - + - - 20' REAR YARD SETBACK - - - - - - - - - ' I I I MASTER BEDR001'1 MMlM BATH ® I I � a ' I I I � I I I F---------------' I 1 I I I I I I I , I I 0 3W PAL I I I I Q, i i ' dFEA1 �xoaM cELnn �nrr v IPAOFM LO cle Lu cl , m I �, i Ncl I I i I �I ® a I --' Lu B W I z cl ----- - -- --- ❑❑ -- I�----------- - Iw AV- � I I ! n nCnRWwt I ,in I i I n I I 1 ---------peO-AW9 I '0' . I o I I U I I I I I I I I I I I i I I I I I I 20' F T YARD SETBACK ----------------------------------------------------�-r---------------- I I I I I 1 I CONCRETE DRIVE I { I I I I I ( 1 5 89' 53' II" E 1000' NORTH INDICATES DIRECTION OF NORTH DRAWING NUMBER SECTION X Q_ SHEET NUMBER WHERE SECTION 15 DRAWN )( - DRAWING NUMBER DETAIL SHEET NUMBER WHERE A - DETAIL IS DRAWN A ELEVATION LEITER ELEVATIONS DOB�- SHEET NUMBER WHERE C ELEVATION IS DRAWN DOOR DOOR NOMENCLATUREf 3648 = 3'46" x 4'-6" WINDOW WINDOW NOMENCLATUREf 3648 = 3'-6" x 4'-8" IMFEIRVICU5 5URFACE CALCULATIONS: AREA: EXISTING: P05T CONSTRUCTION: LOT 10,589 5F. 10,589 SF. HOUSE 2,063 5F. 2,914 5F. CONCRETE, (DRIVE PATIO, WALK) 1,121 S.F. 195 5F. EQUIPMENT PADS 9 S.F. IS S.F. NATIONAL ELECTRIC CODE 2011 EDITION FIRST FLOOR= 2,304 5F, TOTAL IMPERVIOUS SURFACE AREA 3,199 SF, 3,181 5F. % IMPERVIOUS 302% 352% RETENTION REQUIRED: v=GAR/12 V=.6 x 558 S.F. x 9.3/12 = 282 Cr -.O RETENTION SHOUT! =229 Cr-. 61 +558 SF. REMAINDER AVAILABLE = 1,501 SF.) SATU IBA DRIVE A, NEW 51TE FLAN REVISE APPROVED APPROX, EDGE OF PAVEMENT POP-UP DRAIN EXISTING: DROP INLET INDEX OF DRAWINGS; T -I TITLE SHEET, SITE PLAN, DATA D-1 EXISTING AND DEMOLITION PLANS A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLANS A-3 ELEVATIONS A-4 ELEVATIONS A-5 BUILDING SECTIONS A-6 BUILDING SECTIONS A-8 BUILDING SECTIONS A-9 DETAILS 6-1 FOUNDATION PLAN, HIGH ROOF FRAM( PLAN, DETAILS 5-2 SECOND FLOOR AND LOW ROOF FRAMING PLAN 5-3 GARAGE FOUNDATION AND FRAMING PLANS 5-4 HOLDDOWN OPTIONS E-1 FIRST FLOOR ELECTRICAL PLAN j BUILDING CODE 5UMMERY v N FLORIDA RESIDENTIAL CODE 2011 EDITION �Z FLORIDA EXISTING: BUILDING CODE 2011 EDITION LU -1 LL ' i lu ALTERATION - LEVEL 3 AIR CONDITIONED AREA Q NATIONAL ELECTRIC CODE 2011 EDITION FIRST FLOOR= 2,304 5F, FLOOR : 1,006 PORCHES = 559 S.F.SF. BUILDING DATA: GAERAGE$ > FLORIDA 15UILDING CODE OCCUPANCY CLASS RESIDENTIAL R3 CONSTRUCTION TYPE TYPE V. UNSPR[WLED HANDICAPPED ACCESS15LE YES AREA UNDER ROOF INCLUDING PORCHES AND GARAGES 4224 Sr-. OCCUPANT LOAD: TA6LE 1004,11 200 SF. t PER50N OCCUPANT LOAD: 22 PUBLIC WORKS ( }APPROVED { } DENIED { OT APPLICABLE TO DEPT 9 1-1-19 LI, N N v N �Z a o LU -1 LL ' i lu Q �U DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 T-1 18031 -14" 14' _411 4' -0" 20 EXIFIN; FLCCF, FLAN SCALE: - - - - - - - - - I I CONC, SLAB TO BE REMOVED I �— --— — — — — — - 111 - - - - - - - - - - - - - - - - I I I I I I I I I I � I I I I I I I ID1ICLITION FLOOR FLAN SCALE. 1/4"--F-0" IONS )RIVE TO r tOVED, SEE AN U M W (/] VV N M W u Qi u V �Mj W OVW] O W4 � I"t W W H 01m DATE OF ISSUE 12-1-18 DRAWN BY: PGF SHEET NO. 1802 D- 1 1831 NEUJ FlfR5T FLOOR FLAN SCALE: 114":V-0" AREA UNDER ROOF - 2,895 5F. A/C AREA - 1,959 5F. An C 'ISIONS 1-1-19 DATE OF ISSUE 12-1-I8 DRAWN BY: HGF SHEET NO. 1802 A- 1 18031 � O ¢ W U M (S] m � N � m a L C� H x x �a w c� m �¢ w W � DATE OF ISSUE 12-1-I8 DRAWN BY: HGF SHEET NO. 1802 A- 1 18031 5EGOND FLOOR PLAN SCALE: 1/4"=P-0" A/C AREA = 1,006 S.P, (REVISIONS 1-1-19 K- DATE OF ISSUE 12-1-18 DRAWN BY: WISP W N V) M 7� FSI W E Q K- DATE OF ISSUE 12-1-18 DRAWN BY: WISP "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/7" NOM. STRUCTURAL 5HEATHING DECKING: NAILED w/ 8d m "NIGH WIND" ASPHALT SNIN6LES ON 30' PELT ON �2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 5d RING SPANK NAILS 9 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 O.C. ON Itt" CF. MEMBRANE ON viz 4NEL ON 2x4 STUDS INSULATION, 112" GWB T 6HINGLE5 ON 30" PELT ON i2" 4EATHING DECKING NAILED w/ 8d 6" O.G. AT PANEL EDGES AND 4" O.0 AT COMPONENT AND RIP "3 PRD, TYP. �P 51DING ON MOISTURE OM. STRUCTURAL PANEL O.C. R-13 BATT INTERIOR 12 6 TRUS5 BEARING x3 G.F. BATTENS 9 16" O.G. ON a" CF. PANEL ON MOISTURE MEMBRANE ON 112" NOM. STRUCTURAL PANEL ON 2x4 5TUD5 a 16" O.G. R-13 BATT INSULATION, iz" GWB INTERIOR W EXP05URE C.F. LAO 51DING ON M015TURE MEMBRANE ON viz" NOM. STRUCTURAL PANEL ON 2x4 STUDS to ib" O.C. R-13 BATT INSULATION, 1/2" GWB INTERIOR 12 SECOND FLOOR "PIGP WIND" ASPPALT SHINGLES ON 30' FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 86 RING SPANK NAILS m 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" OC AT COMPONENT AND CLADDING EDGE STRIP' 3 STAIEI A IPG EAST L Y AT I CI N SCALE: 1/4" =1' -0" 2x6 CF. CORNERBOARD, TYP. (o" EXPOSURE CF. LAP SIDING ON MOISTURE MEMBRANE ON 112" NOM. STRUCTURAL PANEL ON 2x4 STUDS a I(o" O.G. R-13 BATT INSULATION, 1/2" GWB INTERIOR _ T FIN. FLOOR FAI VISIONS 1-1-19 � � O U y N V) N M u x c W pv) H MN W �C44 �¢ W w <C ME DATE OF ISSUE 12-1-18 DRAWN BY: PGP SHEET NO. 1802 A-3 lao31 UJ 5T ELEVATION SCALE: 1/4"=P-0" IONS U w U LA m N N U U N Q � d vo a; (�Ucp—w1QMi � O USO>Ln� � � o 1 V M N W L M x c7 z N w H W DATE OF ISSUE 12-1-18 DRAWN BY: PGF SHEET NO. 1802 A-4 ® 18x31 1 3/4" T#G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 6 16" O.C., TYP. "Wrli-I WIND" A5PH4LT SHINGLES ON 30" FELT ON i2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS e 6° O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.G AT COMPONENT AND CLADDING EDGE STRIP' 3 12 1-6" SIMPSON SDWC — SCREW 6 EA. TRUSS TO TOP PLATE 1-4" SIMPSON SDWC — SCREW 9 EA. STUD TO PLATE 1-4" SIMPSON SDWC — SCREW ® EA. STUD TO PLATE I-51MP5ON 5DWF SCREW w/ TUW PLATE e MAX 32" OC. Q w N 0 fY e � — fY Lu z z REMOVE EXISTING SHEATHING DOWN TO STUDS AND FRAME, SEE FRAMING ELEVATION 2/A-5 4" THICK 3000 P51 FI ER REINFORCED SLAB PIN - 1/1"0 x 16" REBAR — CONCRETE SLAB ON 0 MIL PVC VAPOR SET 4" INTO EXISTING SLAB w/ BARRIER ON 96% MODIFIED PROCTOR SIMPSON SET EPDXY + MAX. 24" COMPACTED FILL w/ ERMITE TREATMENT, O.C, TYP. TYP, FIN. FLOOR -- THICKENED EDGE w/ 1-5 8 BAR CONT. ,- 5UILDING 5 GTI0N A-5 SCALE: m NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA NEW VENTILATED SOFFIT, TTP, CEMENT FIBER BOARD AND BATTEN SIDING ON ZIP MEMBRANE 1/2"NOM SHEATHING ON 2x4 STUDS is I6" O.G., R-13 BATT INSULATION, 1/2" GWB INTERIOR, TYP, NEW OVERFRAMING ABOVE EX15TING TRUSSES I-51MPSON 5DX15600 SCREW ® EACH END OF EACH TRUSS UNLESS OTHERWISE NOTED AT ROOF FRAMING PLAN REFRAME EXISTING WALL I. REMOVE EXISTING FINISHES AND INSULATION. 2. SHORE EXISTING TRUSSES. 3. CUT EXISTING DOUBLE TOP PLATE AND INSTALL NEW 2x4 STUDS TO SUPPORT NEW SECOND FLOOR. 4. SUPPORT EXISTING DOUBLE TOP PLAT AND EXISTING ROOF TRU55ES WITH ADDITIONAL STUDS OR 1-51MF50N HH HEADER HANGER w/II-10dx1l%" EACH END 1-4" SIMP60N SDWC SCREW m EA. STUD TO PLATE VERIFY EXISTING SILL HOLDDOWN s MAX. 321' O.G. IF NECESSARY, INSTALL NEW SIMPSON 112"xb" TITEN SCREWS w ON 2" WASHERS EXISTING 10"x20" FOOTING w/ 2-'S BARS TO REMAIN EXISTING PREENGINEERED ROOF TRU55E5 TO REMAIN 16'-8" r2`4\FfRAMING ELEGATION Q-5 SCALE: NEW FLOOR TRUSSES NEW CONT, DOUBLE TO PLATE 1-4" SIMPSON SDWC SCREW m EA. STUD TO PLATE EXISTING ROOF TRUSSES TO REMAIN 1-6" SIMPSON SDWC SCREW 0 TOP PLATE TO EXISTING TRU55 1-4" SIMPSON SDWC SCREW is EA. STUD TO PLATE EXISTING DOUBLE TOP PLATE TO BE CUT FOR NEW FULL HEIGHT STUDS NEW 2x4 STUD AT EACH EXISTING M55 TO REMAIN NEW 2x4 FULL HEIGHT 5TUD5 a 16" O.C. EXISTING SILL PLATE TO REMAIN 1-4" 51MR50N SDWC SCREW a EA. STUD TO SILL PLATE VERIFY EXISTING SILL HOLDDOWN Q MAX. 32" O.C. IF NECESSARY, INSTALL NEW SIMPSON 1112"x6" TITEN SCREWS w ON 2" WASHERS 12 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/z" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS a Co" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 n�n VERIFY EXISTING HOLDDOIINS AT EACH EXISTING TRUSS 1-4" SIMPSON SDWC SCREW 6 EA. STUD TO PLATE VERIFY EXISTING SILL HOLDDOWN 9 MAX. 32" O.C. IF NECESSARY, INSTALL NEW SIMPSON 11j"x6" TITEN SCREWS w ON 2" WASHERS NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA CUT BACK EXISTING OVERHANG: FROM 2'-4" TO 2'-0" ALL AROUND NEW VENTILATED 50FFIT EXISTING STUD WALL TO REMAIN. REMOVE EXISTING SIDING, FRAME NEW OPENINGS AND CLOSE EXISTING OPENINGS, INSTALL NEW VAPOR BARRIER OVER EXISTING V TI -II SHEATHING AND INSTALL NEW 6" EXPOSURE C.F. LAP SIDING FIN. FLOOR GRADE EXISTING 10"40" FOOTING w/ 2-"5 BARS TO REMAIN L REVISIONS) A M�1 O W A T+ 0 w 0 z 0� Z t""1 0 u Z H V U m n n v 1 n OQ� Q Q 43 Cl ipQ- ii OtT1�jM w O U 9 t- -1::E ,Ln <r �Oz ' 40 o MQ(P DATE OF ISSUE 12-1-12 DRAWN BY: HGP SHEET NO. 1802 A-5 l ao3l a� NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1'/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS e 6 O.G. AT PANEL EDGES AND iD INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDINGS EDGE STRIP K 3 �I fI*v �ll �cl a "Al .m "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1%" N01, STRUCTURAL SHEATHING DECKING NAILED w/ Sd Rite 5HANK NAILS ep 6 O.G. AT PANEL EDGES AND INT--RMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 1-6" SIMPSON SDWC SCREW a EA. TRUSS TO TOP PLATE 1-4" SIMPSON 5DWC SCREW EA, STUD TO PLATE / i / / PROVIDE CODE COMPLIANT STAIR GUARD %" T4G ADVANTEX PLYU RAIL5, HANDRAILS AND RAILS AT LANDINGft GLUED AND NAILED TO AND DECKS, SEE R311.1.8 AND 831183. RAILING PREENGINEERED FLOOR \ SELECTION 5Y OUNER 16" O.G., TYP. \ 19 _ \ � J 14 _ \/ 12 CARE At ROC II J / / 5 5 10 s -i G UILDIN 5CTION 6" EXPOSUR TYVEK OR EQL STRUCTURAL SHE \A -(o/ SCALE: 1/2"=I'-0" REINFO lIL PVC IED PRO !MITE TRE "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 111z" NOM. 5TRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS s 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 W, a I-6" SIMP50N SDWC— SCREW a EA. TRU55 TO TOP PLATE 1-4" SIMP50N 5DWC — SCREW a EA. STUD TO PLATE 3/4" TdG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 9 16" O.G., TYP. NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA NEW VENTILATED SOFFIT, TYP. 2x BLOING BETWEEN STUDS 45 NECESSARY 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 1 5UILDING SECTION SCALE: 1/2"=F-0" "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON '/z" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SWANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP • 3 1. 2'-0" 1. PI /I ro — NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA lx3 CF. BATTENS Q I6" O.C. ON a" CF. PANEL ON MOISTURE MEMBRANE ON 1/2" NOM, STRUCTURAL PANEL ON 2x4 STUDS ® i6" O.C. R-13 BATT INSULATION, viz" GWB INTERIOR FAI METAL ROOFING ON GRACE ICE AND WATER SHIELD ON No" STRUCTURAL PANEL ON Nig" TI -11 PLYWOOD ON CONT4x6 BEAM PM 31%" WIDE WOOD BRACKET 6" SIMPSON 5DWC SCREWS Ix3 CF. BATTENS tv 16" O.C. ON I. " PANEL ON M015TURE MEMBRANE ON 1/2" NOM. S CTURAL PANEL ON 2x4 STUDS a 16" O.G. R-13 ENATT INSULATION, '/z" GWB INTERIOR C A H �1 O W A � 0 w ASU Z 0� Z 00 F.,00U A Z N N U Nt U Ln m N N N U N Q Cld LL IL ( G�O> it SHEET NO. 1802 A-7 10031 DATE OF U m W DRAWN BY: M L U N WV) � � D W w it SHEET NO. 1802 A-7 10031 DATE OF ISSUE 12-1-18 DRAWN BY: HGP. _ it SHEET NO. 1802 A-7 10031 — FOLD LINE WEATHER RESISTANT BARRIER INSTALLATION CUT LINE, TYP. WASTE EDGE OF ROUGH OPENING FOLD LINE !%"x3li2" HARDI TRIM WINDOW V4"xb" HARDI TRIM WINDOW IN5TALLATION F OGEDURE I. VERIFY THE: OPENING 15 PLUMB, LEVEL AND SQUARE. 2. VERIFY THI= WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVI=R THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FROM BOTTOM COF2NERS, MAKE LAST CUT UP AT CENTER TO TOP CUT, 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAM55 AND SILL, T4PE UP AT HEAD EXTERIOR 5. INSTALL S LL SHIMS AS REQUIRED BY WINDOW MANUFACTURER. 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS F<'EQUIRED BY WINDOW MANUFACTURER 1. FOLD DOUN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 8. APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45' CUTS AT HEAD.. 9, INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45` MITERS) IO. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 112" PAST EDGE OF JAMB TRIM. 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. 1/2 1. GWB CAULKIN( CAULKIN X1/2" GWB CAULKIN 1/2" GWB I4EALD 5ILL '%" STRUCTURAL 514EATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING w/ 11/4" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARDI TRIM DO NOT SEAL WINDOW WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31/2" HARDI TRIM SEALANT 11/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING: w/ 11/4" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT 11/2" 5TRJCTURAL SHEATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING w/ 11/4" LAP UJINDOUJ IN5TALLATION - NA p f PLAN< SCALE: 3"=1'-O" 1 EA Y E FLA5HING, I r, SCALE: 3"=1'-O" (GABLE FLASHING SIM.) INSTALL CONT, AT ALL EAVE AND GABLE LOCATIONS IRAL PANEL ROOF DECK 4DERLAYMENT 41NGLE5 METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA, TYP. ALL LOCATIONS ROOF - WALL FLA54N / T"rf=. SCALE: INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY OO WALL FLA54N , T�'F, SCALE: 3"s -l' -O" INSTALL CONT, AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS 41NG F DECK ( REVISIONS' 1 O W A ►� � w 0 A �U 0� W Z O00o V Z L ' v e U to U Ln N U � z UaC(N cl ~O� w- E $�u {Y� v U 91 j v i WEATHER RESISTANT BARRIER INSTALLATION CUT LINE, TYP. WASTE EDGE OF ROUGH OPENING FOLD LINE !%"x3li2" HARDI TRIM WINDOW V4"xb" HARDI TRIM WINDOW IN5TALLATION F OGEDURE I. VERIFY THE: OPENING 15 PLUMB, LEVEL AND SQUARE. 2. VERIFY THI= WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVI=R THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FROM BOTTOM COF2NERS, MAKE LAST CUT UP AT CENTER TO TOP CUT, 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAM55 AND SILL, T4PE UP AT HEAD EXTERIOR 5. INSTALL S LL SHIMS AS REQUIRED BY WINDOW MANUFACTURER. 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS F<'EQUIRED BY WINDOW MANUFACTURER 1. FOLD DOUN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 8. APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45' CUTS AT HEAD.. 9, INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45` MITERS) IO. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 112" PAST EDGE OF JAMB TRIM. 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. 1/2 1. GWB CAULKIN( CAULKIN X1/2" GWB CAULKIN 1/2" GWB I4EALD 5ILL '%" STRUCTURAL 514EATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING w/ 11/4" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARDI TRIM DO NOT SEAL WINDOW WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31/2" HARDI TRIM SEALANT 11/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING: w/ 11/4" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT 11/2" 5TRJCTURAL SHEATHING WEATHER BARRIER, CONT. HARDI PLANK SIDING w/ 11/4" LAP UJINDOUJ IN5TALLATION - NA p f PLAN< SCALE: 3"=1'-O" 1 EA Y E FLA5HING, I r, SCALE: 3"=1'-O" (GABLE FLASHING SIM.) INSTALL CONT, AT ALL EAVE AND GABLE LOCATIONS IRAL PANEL ROOF DECK 4DERLAYMENT 41NGLE5 METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA, TYP. ALL LOCATIONS ROOF - WALL FLA54N / T"rf=. SCALE: INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY OO WALL FLA54N , T�'F, SCALE: 3"s -l' -O" INSTALL CONT, AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS 41NG F DECK ( REVISIONS' 1 O W A ►� � w 0 A �U 0� W Z O00o V Z L ' v e U to U Ln N U � z UaC(N cl ~O� w- E $�u {Y� v U 91 j v DATE OF ISSUE 12 -i -I8 DRAWN BY: HGP SHEET NO. ISO2 A-8 @ 18031 O hr -1 M (U N M r x q, moi¢ P4 H u Q W DATE OF ISSUE 12 -i -I8 DRAWN BY: HGP SHEET NO. ISO2 A-8 @ 18031 ----------------------------------------------------------- -------------------- -------------------------------- ----- -------------------------- iI r---------------------------------- 1 I I 1 I MILD I I I i I f I I 1 I 1( I I I i 1 I A -I EX15TING 4" THICK CONCRETE I t SLAB TO REMAINED,] 1 I I I I I I 1 1 1 1 1 I I I 1 5-I I I I i i 1 I 1 1 I I I I 1 1 1 1 1 I I I 1 1 1 1 I I; ED@] Ir 1 I I I I I I S i I I -t------------------ -------------- -----------, I --------------------r--�-------------- ----- ---------------------------------} I i 1 1 b 5LAB TO BE REMOVED I t 1 ' ® 1 1 J------------------------- r 1 1 `^ I I-----i-a----i--------- ------------------------- II -t------------------ --------------- ------- I I 1 1 1 T I i7- � i ; I I I I I 1 1 L, I t i I I I I I I I 5 I -I I f 51MR50N ABU66 ON 1/2 "0 i t THREADED ROD EMBEDDED 1" 1 1; 5 i l l i r----1-1---1-i--_� ; INTO NEW SLAB w/11 16d TO POST, TYP. EA. POST I I I 1 1 1 I 1 I I I I 1 I II l i EXISTING 4 THICK CONCRETE I i i 4" THICK 3000P51 FIBER REINFORCED 31i ° DROP I I f I r I I t I I I 5LA5 TO REMAIN f ' I CONCRETE SLAB ON 10 MIL PVC VAPOR i I 1 r ---------------- 31/211 - I BARRIER ON 96� MODIFIED PROCTOR -- I 1 I I � i1 1 I i COMPACTED FILL w/ TERMITE TREATMENT,; r--------- ------ 11 Z DOILN I 3 DRP 1 1; 1 TYP. L---------- ---- L -- 1 1 1 I I I i �__ _ It II 1 ;I II 1 L---------------LIL L --J II t l I I I I I I U L,1II'ii \'3111/2" DROP I t I I I I 1L-t------------------ --------------- - L ,---------- 1 I 1 ---------- --------------+ f--r--------------------------------------------T-1 ..4 ® ! i ' B SLAB TO BE REMOVED I I I I - ------------------ ------------------- --------F -1 I LI I �---------------------- ------------------ ------ -------------j-I 1 I I f I I I I I I 1 i i 1 1 I I l I i I 1 I I 'i EXISTING 4" THICK CONCRETE SLAB TO REMAIN A/C r---------- Ir----------- I i1 i I I t I I I t I I I I I I I 1 1 I I I I I I I I I I I I i I I 1 1 I i II 1 I I 1 1 I I t La I I 14 I ' I I VARIES I I I I I I I I I I I I i I I ' ' I I I I I t I i i i t I I I I I I a II i 1 EXISTING PLUMBING I I + FIXTURE LOCATIONS 1 1 1 I 1 TO REMAIN I I I I I 1 I I--- - ------ ---------a-'- �- -- - - --- ---------------� - I I f L----------------- I DOUN I" - SLAB PIN - 112"0 x 16" REBAR COORDITCHEN NATE 1/2"0 SET 4" INTO EXISTING SLAB w/ 11 FINAL KITCHEN SIMPSON SET EPDXY 9 MAX. 24" O.G., TYP. DESIGN 1 I 1 '----------- -----------il II ----------------- � II 11 iii iii 1 1 t ---------------------------- ------- -- ------------------ L Ii 11 11 -------- -- ------------- -- -- ------- -------------------------i ---------- -- - !I EXISTING J, NEW SLAB PIN - 1i2"� x 16" REBAR - SET 4" INTO EXISTING SLAB w/ SIMPSON SET EPDXY a MAX. 24" O.C., TYP. REMOVE FACE OF EXISTING EDGE CMU --- -------------------------il ra ii II II t7 J.1 It II It 4" THICK 3000 P51 FIBER REINFORCED I I CONCRETE 5LA5 ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFfED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. II !1 II II ------------------------- ---------------------jI ---------------------j Lu J 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MfL. PVC VAPOR EXISTING NEIU BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. ll 0 �D EXISTING 10"x20 w/ 2-05 • BARS TO REMAIN I'-6" TLUO STORY - 3-05 CONT. INTERIOR OO IN 5411"IIICN N ID 5LA5 INT rJ-I SCALE: 3/4"=1'-0" �J-I SCALE: 3/4"=I'-0° 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. GRADE `r 3000 PSI REINFORCED CONC. w/ 2-05 BARS EA. _ WAY THIC< NED 5LA5 FO CI SCALE: 3/4"=1'-0" 4" THICK 3000 PSI F15ER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOI BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMEP TYP. INTERIOR FOOTING SCALE:3/4"=1'-O" /SLAB PIN - 1/2"0 x 12" REBAR SET 4" INTO EXISTING SLAB w/ 51MRSON SET EPDXY a MAX. 24" OC., TYP. 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. m 05 BAR CONT, 10IR ' AFIAGE FOOTING SCALE: 3/4`=I'-0" 4" WCK 3000 P51 FIBER REINFORCED CGdCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 965.1 MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. }--3000 PSI REINFORCED � I CONC. w/ 1-Y5 BAR CONT;' T4C<ENE1D 5LAE3 FORCH SCALE: 3/4" = I' -O" a 10"40 w/ 2-05 O REMAIN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT TYP. $LAB PIN - 'I x 9 REBAR SET 4" INTO EXISTING FOOTING w/ SIMPSON SET EPDXY 9 MAX. 24" O.C., TYP. GRADE 2-05 BARS CONT. EXISTING 10"x20 w/ 2-05 BARS TO REMAIN 3G A RAGEFOOTING S -I SCALE: 3/4"=1'-0" NOM. STRUCTURAL SHEATHING DECKING w/ 8d RING SHANK NAILS 9 6" D.C. AT PAN EDGE$ AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP PERENGINEERED TRUSSES SCALE: 1/4" = l' -O" IGH ROOF FAM INC FLAN SCALE: 1/4" = I' -O" "5 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN GORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN GARAGE FOOTING 2 SCALE: 3/4"=1'-O" S-� 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. GRADE 3-"5 BARS CONT. 1'-4" T�'FICAL THIC<ENED 5LAE5 SCALE: 3/4" = I' -0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS. MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-05 BARS TO REMAIN EX15TING EXTERICIRFOOTING SCALE: 3/4"= I' -O" C REVISIONS a1-1-19 Q P4 U m i i i x �0U 4 z M w8Ln u44 Ln w � x i i i i -2x8/2/2 a 10"40 w/ 2-05 O REMAIN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT TYP. $LAB PIN - 'I x 9 REBAR SET 4" INTO EXISTING FOOTING w/ SIMPSON SET EPDXY 9 MAX. 24" O.C., TYP. GRADE 2-05 BARS CONT. EXISTING 10"x20 w/ 2-05 BARS TO REMAIN 3G A RAGEFOOTING S -I SCALE: 3/4"=1'-0" NOM. STRUCTURAL SHEATHING DECKING w/ 8d RING SHANK NAILS 9 6" D.C. AT PAN EDGE$ AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP PERENGINEERED TRUSSES SCALE: 1/4" = l' -O" IGH ROOF FAM INC FLAN SCALE: 1/4" = I' -O" "5 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN GORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN GARAGE FOOTING 2 SCALE: 3/4"=1'-O" S-� 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. GRADE 3-"5 BARS CONT. 1'-4" T�'FICAL THIC<ENED 5LAE5 SCALE: 3/4" = I' -0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS. MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-05 BARS TO REMAIN EX15TING EXTERICIRFOOTING SCALE: 3/4"= I' -O" C REVISIONS a1-1-19 Q P4 U m a x �0U 4 z M w8Ln u44 Ln w � DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 S-1 ISIa31 Il II II II I L-1 I 11 II r 1 f r 51MP50N A5U66 ON 112 "m I I THREADED ROD EMBEDDED 1" INTO NEW SLAB w/12 -16d TO POST, TYP. EA. POST ii II II II ti II ------------------------------------------------------------------------------ ------------------ I I r------------------------------------ 1 t-------------------------------------------� I 1 1 r---------------------------------- _ t I I I I 1 i t 1 1 1 MILD f I i i I I 1 1 i t 11 1 I I I I i 1 1 I li ii 1 i I 1 I EXISTING 4" THICK CONCRETE t t SLAB TO REMAIN I t 1 I I I I I { I 1 I i 1 I I I I l 1 1 i i I I 1 1 1 i t i I 1 t i t 1 1 I 1 1 5-1 b 1 1 1 I 1 1 E S -i 1 -------------- ---------- 1 -T------------------- --------------------------- ----- ----- -- ----- --------- - I = L -------- --------- ----------------------------- 1 l i a SLAB TO BE REMOVED I I I -L--------T--T-----I--' 1 -t ------------------ --------------- -------I I I i T� fl t I I i t I t I i I I I I I 1 1 -�---�-r— I 5-I I - j 1 1 I I i I i I I I I I I 11 I I I I I I 1 t I 1 -- I I I I II ii 1 1 1 I I I I I EXISTING 4" THICK CONCRETE i I i 4" THICK 3000 PSI FIBER REINFORCED 1 I 3'1z" DROP t I I 11 \ O i SLAB TO REMAIN I CONCRETE SLAB ON I@ MIL PVC- VAPOR I I I I j i I i i BARRIER ON 96% MODIFIED PROCTOR r-------------- COMPACTED I f -_ II 1 I i I I I COMPACTED FILL w/ TERMITE TREATr'ENT; I---------- -----I i t t I R P I ; I I TYP. I i I II 1 1 L----------- ----1 II _ II { 3%2" DROP ; t 1 1 t i i I I I t 1 1 S_I I I I DOWN I" t i SLAB PIN - li2°� x 16" REBAR COORDINATE 1 1 �t t �t------------------ 1 KITCHEN LAYOUT I t -------- -- -------t-1 SET 4" INTO EXISTING SLAB w/ _ WITH FINAL KITCHEN I I _ T------------------ --------------------------- -- -• 5IMP50N SET EPDXY a MAX. 24" ► I j 1 0 T~ L O.C., tYP. DESIGN 1 1 SLAB TO BE REMOVED I I I t I L-------------------------------------------------- II 1 I I 1 I t I 1 11 I i i�,Il iii I i ----------------------- vif w 1 4 i1 11 n n --- I I ------------------ --------------------------------------------- -------------------- --- t I EXISTING 4" THICK CONCRETE t I I SLAB TO REMAIN A/C t t I I f i I I tlIr-------------- -- ---- I Q 4 SIM. I t t I II it II 1I it ri 1 ZI I I VARIES VARIES I ►� I i II II I t I t t S -I t l I t l I Q i i 1 4" THICK 3000 PSI FIBER REINFORCED t I I CONCRETE SLAB ON 10 MIL PVC VAPOR I a I t BARRIER ON %% MODIFIED PROCTOR t i i 1 EXISTING PLUMBING I I COMPACTED FELL w/ TEWITE TREATMENT, FIXTURE LOCATIONS i l TYP, TO REMAIN 1 1 II 1 t l I I I t I II 1 i i t l 1-- II ------- ----------------------- ------------- ---------------------------------jt ----��-------- ------- ---------------- ---------------- ------ SLAB---------------------31 1 �- -- - - --- ---------------; I I M`Y S-1 GA- _ SLAB PIN - 1i2"0 x 16" REBAR — SET 4" INTO EXISTING SLAB w/ 51MP50N SET EPDXY s MAX. 24" O.C., TYP. EXISTING NEW/� REMOVE FACE OF EXISTING —� / EDGE CMU 6 INTERIOR FOOTING SCALE: 3/4"=I'-0" z 4" THICK 3000 PSI F1E5ER REINFORCED U CONCRETE SLAB ON 8 MfL. PVC VAPOR EXISTING NEW BARRIER ON 96% MODIFIED PROCTOR - COMPACTED FILL w/ TERMITE TREATMENT, TYP. a O II f.l v EXISTING 10"40 w/ 2-"5 BARS TO REMAIN 1 -8 TWO STORY - 3-5 CONT. 05�THICX NEI) 6L,45 INT 5-1 SCALE: 3/4"=1'-@" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED CONC. w/ 2-05 BARS EA. WAY THiCXNED 5LA5 _ FORCH Irl nAN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOF BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMEI, TYP. i INTERIOR T=OOTING J - I SCALE: 3/4 I'-0" ` SLAB PIN - 1/2"0 x 12" REBAR SET / 4" INTO EXISTING SLAB w/ SIMP50N SET EPDXY G MAX. 24" O.G., TYP, 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. Z—Z I "5 BAR CONT. lOfR �4 A E FOOTING J- I SCALE: 3/4"=1'-0" 4" TEIICK 3000 P51 FIBER REINFORCED CON' -,RETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 90. MODIFIED PROCTOR CIOMPACTED FILL w/ TERMITE TREATMENT, TYP, }-3000 PSI REINFORCED I CONC. w/ 1-05 BAR CONT.=' THICXEN ID 5LA5 - FOIRcH SCALE: 3/4"--I'-o" G IID"40 w/ 2-05 0 REMAIN 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT TYP. SLAB PIN - 1/2"0 x 9 REBAR SET 4" INTO EXISTING FOOTING w/ SIMP50N SET EPDXY 6 MAX. 24" O.C., TYP. GRADE 2-15 BARS CONT, EXISTING 10"40 w/ 2-"5 BARS TO REMAIN r3--'\GAfRAGE FOOTING S-1 SCALE: 3/4"=1'-@" T i i i NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ed RING SHANK NAILS 0 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3, ON PERENGINEERED TRUSSES SCALE: 1/4" = I' -0" HIGH ROOF FIRA�IING FLAN SCALE: 1/4" =1'-0" '5 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN GARAGE POOTIN 2 SCALE: 3/4"=1'-0" S -I 4" THICK 3@00 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. GRADE 3-y5 BARS CONT. I._4.. T"'rFICAL THIC< NED 5LA5 51 -ALE: 3/4"=1' -0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS, MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-05 5AR5 TO REMAIN EX15TING EXTPRORFOOTING SCALE: m VISIONS 1-1-19 A H ll W A � �0 w wu A 1,,4 z0 Z.m 0 00 l A Ln 0 0 U m m U O Q a ~ p O�m �IL) 'n�� QQU —1 13�j z p -moi `rn v ='—g<c � a- ct) i O E m Nt� W m 11y i x z �+ 44 i i i i -2X8/2/2 W -2x8/2/2 G IID"40 w/ 2-05 0 REMAIN 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT TYP. SLAB PIN - 1/2"0 x 9 REBAR SET 4" INTO EXISTING FOOTING w/ SIMP50N SET EPDXY 6 MAX. 24" O.C., TYP. GRADE 2-15 BARS CONT, EXISTING 10"40 w/ 2-"5 BARS TO REMAIN r3--'\GAfRAGE FOOTING S-1 SCALE: 3/4"=1'-@" T i i i NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ed RING SHANK NAILS 0 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3, ON PERENGINEERED TRUSSES SCALE: 1/4" = I' -0" HIGH ROOF FIRA�IING FLAN SCALE: 1/4" =1'-0" '5 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN GARAGE POOTIN 2 SCALE: 3/4"=1'-0" S -I 4" THICK 3@00 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. GRADE 3-y5 BARS CONT. I._4.. T"'rFICAL THIC< NED 5LA5 51 -ALE: 3/4"=1' -0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS, MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-05 5AR5 TO REMAIN EX15TING EXTPRORFOOTING SCALE: m VISIONS 1-1-19 A H ll W A � �0 w wu A 1,,4 z0 Z.m 0 00 l A Ln 0 0 U m m U O Q a ~ p O�m �IL) 'n�� QQU —1 13�j z p -moi `rn v ='—g<c � a- ct) DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 S-1 15031 �j O E m Nt� W m 11y <tiG z �+ 44 W F 4 DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 S-1 15031 F I 665 5.F, 4' OFF RTIC :.13 5F.IF INATAI 1 11- 665 5F. / 600 = 1.11 S.F. 4' OFF RIDGE ROOF VENT = .13 S.F. PER VENT INSTALL 2-4' VENTS u, C1 - — — — — — -- ---------------------------------- ------ -- \-------------------------- \ 1,260 S.F. / 600 = 2.1 5F. )' y, 4' OFF RIDGE ROOF \Q k \ I A VENT = .13 S.F, PER VENT- \ INSTALL 3-4' VENTS 00 ;E ROOF VENT R I r I R VENT RIDGE-_------ � VENTS I I � I � u,� — — — — — — — — — — / ., , I ---- - I I ---------- z---------------------- -! I 665 S.F. / 600 = 1.11 5F. I 4' OFF RIDGE ROOF VENT = .13 SF. I PER VENT I INSTALL 2-4' VENTS ° I I J ------------------------------A '----------------------- IROOF / VENTILATION FLAN SCALE: 1/4"=P-011 LOWER EYEBROW ROOF NOT 5HO N I. AT AREA COVET UNDERLAYMENT A CURRENT REQUIRE 2. INSTALL NEW 2x w/ SIMPEiON 5D5',,, 3. ALL VEW RIDGE NEW OVIEEFRAMINC 4. ALL RAFTER, R I-SIMPSON L630 w 5. NEW DECK SHE NAILED PER CODI 6. AT AREAS BEL WATER SHIELD OF 1. AT AREAS ABC RECOI-T (ENDED Ur 8. INSTALL SHINGi 1-SIMPSON ACE (MAX) w/20 -16d NAILS TO POE 14-16d TO BEAM, TYP. I-51MP50N AC -(o (MIN) w/16 -16d NAILS TO POE 14-16d TO BEAM, TYP. 1-51MPSON AC6 (MIN) w/16 -16d NAILS TO POE 14-16d TO BEAM, TYP. I-SIMPSON ACE (MAX) w/20-166 NAILS TO POE 14-16d TO BEAM, TYP. 5ECONED F1=OOF / LCUJ ROOD FRAMING FLAN SCALE: 1/4"=1'-0" An 'ISIONS 1-1-19 v- u v Ln qp u oci� a iily� 4 s �� Q 0 lop, � O Z Ln W U H r 3 UQm DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. I802 S-2 ® lao31 FAF NING 5GHEDULE DESCRIPTION OF BUILDING ELEMENT I. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT WALL TOP PLATE, TO TRU55 OR RAFTER FLAT BLOCKING TO TRUSS AND WEB FILLER 2. CEILING JOISTS TO TOP PLATE 3. CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTERS, LAP OVER PARTITION (NO THRUST) (SEE SECTION 2308.1.3.1, TABLE 2308.1.3.1) 4, CEILING JOISTS ATTACHED TO PARALLEL RAFTERS, (HEEL JOINT), (SEE SECTION 2308.1.3.1, TABLE 2308.1.3.1) REPRODUCED FROM FBG TABLE 1304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) NUMBER AND TYPE OF FASTENER SPACING AND LOCATION FACE NAIL DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ROOF 4-3"x0.131" NAILS OR N a FLOOR 4-3" 14 GAGE STAPLES, J" CROWN 3-8d (21/2"x0.121") OR 3-10d BOX (3"x0.128") OR 3-3"x0.131" NAILS OR 3-3" 13 CSE STAPLES,' CROWN3-3" EACH END, TOENAIL 22. J015T TO SILL, TOP PLATE OR GIRDER 3-56 COMMA (21/2"x0.131") OR 3-10d BOX (3"x0.128") OR 3-3"x0.131" NAILS OR 13 GAGE STAPLES, F6 '" CROWN TOENAIL 2-8d COMMON (21/2"x0.121") OR 2-3"x0.131" NAILS OR 2-14 GAGE STAPLES EACH END, TOENAIL 23. RIM JOIST. BAND JOIST OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW Sd COMMON (21/2"x0.131") OR 10d BOX (3"x0.128") OR 3"x0.131" NAILS OR 3" 14 GAGE STAPLES, " CROWN 8" O.C. TOENAIL 2-16d COMMON (3�/2"x0.162") OR 3-3"x0. GE STAPLESES NAILS 3-3" GAG' END NAIL 24. Ixb SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (21/2"x0.131") OR 2-106 BOX !3"x0.128") FACE NAIL 6" I6d COMMON (3/2"x0.162") a 6" O.C. 3"x0.131" NAILS a 6" O.C. FACE NAIL 23/a"x0.113" NAIL OR4° 2" 16 GAGE STAPLE 1/16" CROWN 3-10d COMMON (3�/2"x0.148") OR TOENAIL 25, 2" 5UI3FLOOR TO JOIST OR GIRDER 2-16d COMMON (31/2"x0.162") FACE NAIL 3-14 GAGE STAPLES a 6" O.C. 4-3"4.131" NAILS OR 11/2" GALVANIZED ROOFING NAIL lb" HEAD DIAMETER) OR 26. 2" PLANKS (PLANK d BEAM - FLOOR S ROOF) 2-16d COMMON (31/2NO.1(62") EACH BEARING, FACE NAIL 3-8d (21/2"x0.121") OR 3-10d BOX !3"x0.128") OR 3-3"x0.131" NAILS OR EACH JOIST, TOENAIL 21, BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OFF051TE SIDES 106 BOX (3"x0.128") OR 3"x0.131" NAILS OR 3" 14 GAGE STAPLES, J" GROWN 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 3-3" 14 GAGE STAPLES, r" CROWN 1 16 GAGE STAPLE WITH i" OR P CROWN 34" 14 GAGE STAPLES, J" CROWN 3-I6d (31/2"x0.162") OR 4-10d BOX (3"x0.128") OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, CROWN FACE NAIL AND 2-20d COMMON (4"x0.192") OR 3- BOX (3"x0.128") OR 3-3"x0.131" NAILS OR ENDS AND AT EACH SPLICE, FACE NAILS PER TABLE 2308.13.) FACE NAIL 5. COLLAR TIE TO RAFTER 3-10d (3"x0.148") OR FACE NAIL 4-10d BOX (3"x0,128") OR 8d BOX OR DEFORMED (21/2"x0.113") (ROOF) 6" 4-3"x0.131" NAILS OR N a 21/2"x0.113" (5UBFLOOR AND WALL) 4-3" 14 GAGE STAPLES, J" CROWN 12 6. RAFTER OR ROOF TRU55 TO TOP PLATE(SEE SECTION 2308.1.5, TABLE 2308.1.5) 3-10d (3"x0.148") OR 3-I6d BOX (31/2"x0.135") OR TOENAIL 811 4-10d BOX (3"x0.128") OR 23j"x0.113" NAIL (ROOF) 4" 4-3" 14 GAGE STAPLES, Z'" CROWN - ¢ W 1. ROOF RAFTER TO RIDGE VALLEY OR NIP RAFTERS OR ROOF RAFTERS TO 2" RIDGE BEAM 3-I6d COMMON (3/2"x0.162") OR 3-10d BOX (3"x0,128") OR END NAIL 32. 19/32" TO 3/4" 3-3"x0.131" NAILS OR 6" 12" 3-3" 14 GAGE STAPLES, "" CROWN 23/a"x0.113" NAIL OR4° 2" 16 GAGE STAPLE 1/16" CROWN 3-10d COMMON (3�/2"x0.148") OR TOENAIL 10d COMMON (3"xO.148") OR 8d DEFORMED (2 i2 "x0.131") 3-16d BOX (31/2 "x0.135") OR 12" OTHER EXTERIOR WALL SHEATHING 4-3"4.131" NAILS OR 11/2" GALVANIZED ROOFING NAIL lb" HEAD DIAMETER) OR 31' 4-3" 14 GAGE STAPLES, "' CROWN & STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON (3�/2"x0.1(o2") 24" O.G. FACE NAIL 10d '3"x0.148") OR 13/4" GALVANIZED ROOFING NAIL (1/16" HEAD DIAMETER) OR 16" O.C. FACE NAIL. bit 3 "x0.31" OR 1 16 GAGE STAPLE WITH i" OR P CROWN 34" 14 GAGE STAPLES, J" CROWN WOOD STRUCTURAL PANELS, COMBINATION 5U5FLOOR UNDERLAYMENT TO FRAMING 9. STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMA (3�/2"x0.162") 16" O,C. FACE NAIL. 12" I6d BOX (V/2"x0.135") 12" O.C. FACE NAIL 6" 3"x0,31" NAILS 12" O.G. FACE NAIL 10d COMMON (3"x0.148") OR Sd DEFORMED (21/2"xO.131") 3-3" 14 GAGE STAPLES, i" CROWN 12" 10. BUILT-UP HEADER (2" TO 12" HEADER) I6d COMMON (3/2"x0.162") 16" O.C. EACH EDGE FACE NAIL (o" I6d BOX (3�/2"x0.135") 12" O.C. EACH EDGE FACE NAIL II. CONTINUOUS HEADER TO STUD 4-Sd COMMON (21/2"x0.131") ITOENAIL 40, 5/8" 4-10d BOX (3"x0.128") (o" 12. TOP PLATE TO TOP PLATE I6d COMMON (31/2 "x0.162") 16" O.C. FACE NAIL, LQd BOX (3"x0.128") OR 12" O.G. FACE NAIL 3-3"x031" OR 4d CASING (I1/2"xO.080") OR 46 FIN15H (11/2"xO.012") 6" 3-3" 14 GAGE STAPLES, i" CROWN 42. 3/g° 13. TOP PLATE TO TOP PLATE AT END JOINTS 8-I6d COMMON (3'/2"x0.162") OR EACH SIDE OF END JOINT, FACE 12-10d BOX (3"x0.128") OR NAIL (MINIMUM 24" LAP SPLICE 12-3"x0.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, -illCROWN JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND J015T OR BLOCKING (NOT BRACED WALL PANEL)5TUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON l3E/2"x0.1(02") 16" O.C. FACE NAIL I6d (3/2x0.135") OR 12" O.C. FACE NAIL YxOA31" NAILS OR 3-3" 14 GAGE STAPLES,," CROWN 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT BRACED WALL PANEDSTUD TO STUD AT BRACED WALL PANEL 840d COMMON (31/2"xO.162") OR 12-10d BOX (3NO.126") OR 12-3"x0.131" NAILS OR EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, i" CROWN JOINT) 16. STUD TO TOP OR BOTTOM PLATE 4-8d COMMON (21/2"x0,131") OR TOENAIL 4-10d BOX (3"x0.128") OR 4-3"x0.131" NAILS OR 4-3" 13 GAGE STAPLES, 6" GROWN 2-16d COMMON (31/2"x0.162") OR END NAIL 3-10d BOX (3NO.1269 OR 3-3NO.131" NAILS OR 3-3" 13 GAGE STAPLES, CROWN 11. TOP OR BOTTOM PLATE TO STUD 2-16d COMMON (3'/2"xO.162") OR END NAIL 3-10d BOX (3NO.128") OR 3-3NO.131" NAILS OR 3-3" 13 GAGE STAPLES, ill CROWN 18. TOP PLATES LAPS AT CORNERS AND INTER5ECTION5 2-16d COMMON (3/2"x0.162") OR FACE NAIL 3-10d BOX (3"x0.128") OR 3-3"x0.131" NAILS OR 3-3" 13 GAGE STAPLES, '' 41 CROWN WALL 19. 1" BRACE AT EACH STUD AND PLATE 2-86 COMMON 12'/2"x0,1319 OR FACE NAIL 2-10d BOX (3"x0.128") OR 2-3"x0.131" NAILS OR 2-3" 13 GAGE STAPLES,'" CROWN 20. 1x6 SHEATHING AT EACH BEARING 2-Sd COMMON (21/2"xO.131") OR FACE NAIL 2-10d BOX (3"x0.128") 21. Ix8 AND WIDER SHEATHING AT EACH BEARING 3-8d COMMON (21/2"xO.131") OR FACE NAIL 3-10d BOX (3"x0.128") 3-3" 14 GAGE STAPLES, i" CROWN 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (31/2"x0.162") OR EACH JOIST OR RAFTER, FACE NAIL 4-10d BOX (Yx0.128") OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, i" CROWN 29. JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON (31/2"x0.162") OR END NAIL 4-10d BOX l3"xV289 OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, ' CROWN 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRUSS 2-8d COMMON (2/2"x0.131") OR EACH END, TOENAIL 2-10d BOX (3"x0.128") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, CROWN WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS 31. 3/8" TO 1/2" 6d COMMON OR DEFORMED (2"x0.113") 6" 12" STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2004 edition with 2006 supplements Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. & Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. & Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min, two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. MASONRY: 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" and shall be constructed in accordance with ACI 530.1-02, "Specifications for Masonry Structures". 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall mixed to provide a slump between 8" to 11". 3. Mortar shall conform to ASTM C270 and be type M or S. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars - 15" min. #5 bars - 16" min. #6 bars - 30" min. #7 bars - 40" min. 6. Grout all cell containing vertical reinforcement in 6-0" maximum lifts. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry when wall height exceeds 6-0". 7. Beam reinforcement shall be continuous across control joints. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM Al 53, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. & The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM All 53, Class C, ASTM 8695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STRUCTURAL STEEL: 1. All structural steel has been designed in accordance with AISC "Manual of Steel Construction" and shall be constructed in accordance with AISC "Specification for Structural Steel Buildings", "Code of Standard Practice for Steel Buildings and Bridges", "Detailing for Steel Construction", and have the following designations: Welded connections AWS D1.1 Structural steel shapes, plates, etc. ASTM A36 Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A500 2. All structural steel connections and fabrication shall comply with AISC specifications. C VISIONTS / (5UB5LOOR AND WALL) O 8d BOX OR DEFORMED (21/2"x0.113") (ROOF) 6" 12" N a 21/2"x0.113" (5UBFLOOR AND WALL) 6" 12 0. 13/4" 16 GAGE STAPLES, 1116" CROWN (SUBFLOOR AND WALL) 4" 811 23j"x0.113" NAIL (ROOF) 4" 8" - ¢ W P34" 16 GAGE STAPLE 1/16" CROWN (ROOF) 3" 6" 32. 19/32" TO 3/4" ad COMMON (21/2 "x0.13111) OR 6d DEFORMED (2"x0.113") 6" 12" 23/a"x0.113" NAIL OR4° 2" 16 GAGE STAPLE 1/16" CROWN 8" 33. 1/8" TO 11/4" 10d COMMON (3"xO.148") OR 8d DEFORMED (2 i2 "x0.131") 6" 12" OTHER EXTERIOR WALL SHEATHING 34, 1/2" FIBERBOARD SHEATHING 11/2" GALVANIZED ROOFING NAIL lb" HEAD DIAMETER) OR 31' (o" 1 1/4" 16 GAGE STAPLE WITH "' OR I" CROWN 35. 25/32" FIBERBOARD SHEATHING 13/4" GALVANIZED ROOFING NAIL (1/16" HEAD DIAMETER) OR 3" bit 1 16 GAGE STAPLE WITH i" OR P CROWN WOOD STRUCTURAL PANELS, COMBINATION 5U5FLOOR UNDERLAYMENT TO FRAMING 36. 3/" OR LESS 8d COMMON (21/2"x0.131") OR 6d DEFORMED (2"x0.113") 6" 12" 31. Y8" _ I 8d COMMON (21/2"x0.131") OR 8d DEFORMED (2"x0.13I'9 6" 12" 38 p/8" _ 1114" 10d COMMON (3"x0.148") OR Sd DEFORMED (21/2"xO.131") 6" 12" PANEL SIDING TO FRAMING 39. 1/2" OR LE55 6d CORROSION RESISTANT SIDING (1%" x 0.106) OR (o" 12" 66 CORROSION RESISTANT CASING (2"x0,099") 40, 5/8" 86 CORRO51ON RESISTANT SIDING (2-" x 0.128) OR (o" 12" Ed CORROSION RESISTANT CASING (21/2"x0,113") INTERIOR PANELING 41. 1/4u 4d CASING (I1/2"xO.080") OR 46 FIN15H (11/2"xO.012") 6" 12" 42. 3/g° 6d CASING (2"x0.099") OR 66 FINISH (PANEL SUPPORTS AT 24" O.C. 6" 12" STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2004 edition with 2006 supplements Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. & Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. & Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min, two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. MASONRY: 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" and shall be constructed in accordance with ACI 530.1-02, "Specifications for Masonry Structures". 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall mixed to provide a slump between 8" to 11". 3. Mortar shall conform to ASTM C270 and be type M or S. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars - 15" min. #5 bars - 16" min. #6 bars - 30" min. #7 bars - 40" min. 6. Grout all cell containing vertical reinforcement in 6-0" maximum lifts. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry when wall height exceeds 6-0". 7. Beam reinforcement shall be continuous across control joints. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM Al 53, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. & The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM All 53, Class C, ASTM 8695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STRUCTURAL STEEL: 1. All structural steel has been designed in accordance with AISC "Manual of Steel Construction" and shall be constructed in accordance with AISC "Specification for Structural Steel Buildings", "Code of Standard Practice for Steel Buildings and Bridges", "Detailing for Steel Construction", and have the following designations: Welded connections AWS D1.1 Structural steel shapes, plates, etc. ASTM A36 Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A500 2. All structural steel connections and fabrication shall comply with AISC specifications. C VISIONTS / O F, � N a L m 0. L' U !i�� H - ¢ W W F Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 S-3 10031 ELECTRICAL LEGEND SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY 4 e SWITCH, FOUR-WAY R SWITCH, RHEOSTAT 110V DUPLE), OUTLET A110V DUPLE%o OUTLET w/ MOUNTING HEIGHT (AWP 441U� 110V DUPLE> OUTLET, WATERPROOF F 110v DUPLE OUTLET, FLOOR MOUNTED C 110V pUPLE�, OUTLET, CEILING MOUNTED 110V DUPLEX OUTLET, HALF SWITCHED nOV DUPLEX OUTLET ON DEDICATED CIRCUIT `) 220V OUTLET T 110V DUPLE>, OUTLET, ARC FAULT 110v DUPLEX OUTLET, ARC FAULT, HALF SWITCHED C� 110V DUPLEX OUTLET, GFI EXHAUST FAN EXHAUST FAN w/ LIGHT O JUNCTION BOX ® CEILING SPEAKER, BY SYSTEMS CONTRACTOR DOOR CHIME BUTTON DOOR CHIME IO SMOKE / CARBON MONOXIDE DETECTOR PAtvCOMBINATION PHONE TV OUTLET A PHONE Z' TV, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED F LIGHT FIXTURE, WALL MOUNTED FLUORESCENT i LIGHT FIXTURE, UNDER CABINET MOUNTED LIGHT FIXTURE, 2-48" BULB FLUORESCENT LIGHT FIXTURE, RECE55ED STEP -=PANELBOARD,12" TO TOP DISCONNt.CT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT i 84" CEILING FAN 7 ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR 5Y5TEM A5 REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 10M. OF FIXTURES SHALL BE BULBED WITH HIGH -EFFICACY BULBS AS DEFINED BY FSC -ENERGY R404 ELECTRICAL CONTRACTOR SHALL MOUNT AND LABEL ALL DEVISE BOXES FOR OWNER APPROVAL PRIOR TO DRILLING FOR AND PULLING WIRE. F( 5T FLOOR ELECT FRICAL FLAN SCALE: 1/4" = I' -0" a Ai C❑ <C u z 0 H S� 1-1-19 DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 E-1 Mom I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I 1 I I f I I L------------------------------------------------------ I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I --------------- -------------- I --------------- ------- ------------------------ 5EOONE) FLOOR FLAN SCALE: 1/4" = I' -0" A/C AREA -- 1,006 6F. VISIONS Ln U w U m m N N N s U m 4 N �Q 0 Cl ip,ff< g c( O -1u UMq< UzJ"m m gqO OC�OZ� t '< d IL 0) DATE OF ISSUE 12-1-18 DRAWN BY: SP SHEET NO. 1802 E-2 l ao31 O l' M py N � r w x F DATE OF ISSUE 12-1-18 DRAWN BY: SP SHEET NO. 1802 E-2 l ao31 SILT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES a MAX. 6'-0" O.C. FLOU! GRADE BACKFILL FENCE AFTER PLACING FENCE A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT, ALTERNATE ALUM. ALUMINUM AWN. AWNING WINDOW BLK, BLOCK BOT. BOTTOM BLDG. BUILDING B.U. BUILT-UP CAB. CABINET CPT. CARPET C.I. CA5T IRON CL. CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONIC. CONCRETE Wtu. CONCRETE MA50NRY UNIT CONT, CONTINUOUS C.J. CONTROL JOINT C.F.M. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DISP. D16PENSER DN. DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER SCALE: 3/4" = I'-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OI i WORK PERIOD. E.W.H. ELECTRIC WATER HEATER MIN. MINIMUM EL. ELEVATION N.I.C. NOT IN CONTRACT EXP. EXHAUST N.T.5. NOT TO SCALE EXT. EXTERIOR O.C. ON CENTER F.G. FIBERGLASS OPNG. OPENING FIN. FINISH PT PAINT FIN. CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE FIN, FLR, FINISHED FLOOR P.T. PRESSURE TREATED F.D. FLOOR DRAIN Q.T. QUARRY TILE GALv. GALVANIZED REINF. REINFORCED GL, BK GLASS BLOCK WINDOW READ. REQUIRED GWB GYPSUM WALL BOARD R. RISER HDW, HARDWARE RD. ROOF DRAIN HGT. HEIGHT 5.14. SINGLE HUNG WINDOW HORZ. HORIZONTAL SHT. SHEET P.B. HOSE BIBS 51M. SIMILAR P.W. HOT WATER 5L. SLOPE I.D. INSIDE DIAMETER SPEC, SPECIFICATIONS IN5UL. INSULATION 5TL. STEEL JAN. JANITOR T14K. THICK JT, JOINT TdG TONGUE AND GROOVE LAM. LAMINATE (D) TYR TYPICAL LAv. LAVATORY VERT. VERTICAL M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE MATL. MATERIAL W.I.C. WALK-IN CL05ET MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD MECH. MECHANICAL W.W.M. WELDED WIRE MESH MTL. METAL W.C. WATER CLOSET M.P. METAL PANEL UR URINAL WIND LOAD5 - ------------ CALCULATION& WIND DESIGN PER PBC RESIDENTIAL 2011, TABLE R3012(2) --- - - - - - -2 ---------------- BASK WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF) ENCL05ED 29 FT. 26.5651 DEGREES (6:12) 4.0 FT, COMPONENT AND CLADDING WIND LOADS 10589 SF. HOUSE ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(P5F) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -22.4 1 100 14.0 -22.4 2 10 14.1 -40.6 2 20 31.8 -36.4 2 50 14.0 -323 2 100 14.0 -29.4 3 10 140 400.2 3 20 140 -56:0 3 50 14.0 -50.4 3 100 14.0 -46.2 4 10 25.5 -2616 4 20 243 -26.6 4 50 22.8 -23.8 4 100 21.1 -23.8 5 10 25.5 -33.6 5 20 24.4 -30.8 5 50 22.8 -28.0 5 100 21.1 -26.6 DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPON51BILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES 5�'MBOL5 NORTH INDICATES DIRECTION C DRAWING NUMBER SECTION X Q- SHEET NUMBER WHERE SECTION 15 DRAWN @�__ DRAWING NUMBER DETAIL SHEET NUMBER WHERE DETAIL IS DRAWN A ELEVATION LETTER ELEVATIONS D*Bf� SHEET NUMBER WHERE C ELEVATION 15 DRAWN DOOR DOOR NOMENCLATUREt 3648 = 3'-6" x 4'4" WINDOW WINDOW NOMENCLATURE 3648 = 3'-6" x 4'-8" ADDITION AND R MOD ING 1802 S MINO ROAD A ANTIC B ACH, ORIDA .� F 5 89° 51' 19" W 10001 - - - ------------ CALCULATION& - --- - - - - - -2 ---------------- I- LOT 10,589 5F. 10589 SF. HOUSE L , 2 O . T T I a , , 18 SF. I I I { I POP-UP - - - - - - - - 6" CORR PIPE DRAIN { { { { OC�D� I20' REAR YARD SETBACK ----- - -- - -- -- - ( - --{----------------- { ® I ' MASnM BEOR I MASK B.4t11 I Is 1 rah ' i 1 I I , { 0 I, o� { j , GREAT I�OOP1 �r---- V% � GERM6 FEI6Hf b-0' " Ln U { ; E4W �{clr- - w, Lu 11 ,It w i z nl I { I I I 1 { I I { L ---------Q----J { FATW { F-1 { r { I i { 20'FRrNT YARD SETBACK { { { CONCRETE DRIVE ( I I ' { ) 5 89° 53' 11" E 100.0' FI NORTH IMPERVOU5 SURFACE CALCULATION& AREA: EXISTING: POST CONSTRUCTION: LOT 10,589 5F. 10589 SF. HOUSE 2,063 Sr-. 2,914 SF. CONCRETE, (DRIVE PATIO, WALK) 1,121 5F, 195 5F. EQUIPMENT PADS 9 SF. 18 SF. TOTAL IMPERVIOUS SURFACE AREA 3,199 S.F. 3,181 SF. % IMPERVIOUS 3039. 35.8 % RETENTION REQUIRED: V-CAR/12 V=.6 x 558 5F. x 9.3/12 = 282 CFO RETENTION SHOWN =229 C.F. A +558 S.F. REMAINDER AVAILABLE - 1,501 5F.) SA A" m n n F4,mkw"TTmj N UJ SITE FLAN APPROX. EDGE OF PAVEMENT COMMUNITY DEVELOPI'vI ;NT APPROW-:11. EX15TING DROP INLET AIR CONDITIONED AREA FIRST FLOOR= 2,304 SF. SECOND FLOOR = 1,006 SF. PORCHES = 559 SF. GARAGES = 628 SF. INDEX OF DRAWING5: F_ w a w 0 a T-1 TITLE SHEET, SITE PLAN, DATA D-1 EXISTING AND DEMOLITION PLANS A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLANS A-3 ELEVATIONS A-4 ELEVATIONS A-5 BUILDING SECTIONS A-6 BUILDING SECTIONS A-8 BUILDING SECTIONS A-9 DETAILS 5-1 FOUNDATION PLAN, HIGH ROOF FRAMI PLAN, DETAILS 5-2 SECOND FLOOR AND LOW ROOF FRAMING PLAN 5-3 GARAGE FOUNDATION AND FRAMING PLANS 5-4 HOLDDOWNOPTIONS E -I FIRST FLOOR ELECTRICAL PLAN IBUILDING CODE 5UMMERY FLORIDA RESIDENTIAL CODE 2011 EDITION FLORIDA EXISTING BUILDING CODE 2011 EDITION ALTERATION - LEVEL 3 NATIONAL ELECTRIC CODE 2011 EDITION UILDING DATA: FLORIDA BUILDING CODE OCCUPANCY CLA65 RESIDENTIAL R3 CONSTRUCTION TYPE TYPE V, UNSPRIWKLED NANOICAPPED ACCESSIBLE YES AREA UNDER ROOF INCLUDING F'ORC44E6, AND GARAGES 4;24 S.F. OCCUPANT LOAD: TABLE 1004.,1 200 5F. / PERSON OCCUPANT LOAD: 22 JAN 10 2019 Building Deper"t r ., City c A,1. wm: ; L 1,t 'ISIONS� 1-1-19 DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1602 T-1 18+031 //�� 41'-011 14'-011 IY/'-011 FAMILY F--7 I I i I I I I I KITCHEN I I I I I I 61-1V DINING LIVING 11'-4" i BREAKFAST GARDEN 14'-4" AM I BATH COURTYARD CONC, 5LA5 TO BE REMOVED I I I I L— — — — — — — — — — EXISTING FLOOR PL=AN j (/� SCALE: 1/4":I'-0" ID ! f OL= (� ON FLOOR PLAN V SCALE: 1/4" : l' -0" (EVISIONS ----------------- I I I I I I I I I I I i I I I I I A CONC, 5LA5 TO BE REMOVED I I I I L— — — — — — — — — — EXISTING FLOOR PL=AN j (/� SCALE: 1/4":I'-0" ID ! f OL= (� ON FLOOR PLAN V SCALE: 1/4" : l' -0" (EVISIONS DATE OF ISSUE IZ-1-18 DRAWN BY: F�CxP SHEET NO, 1801 D-1 183! A �H W W A � Q w A 7� q Z ON H 00U 'VELOPMENT ~ W ED A Z Ln 't 0 fitU U in 0-3 N_ t y. CIA Z " 0 C1 "l UOQ IRS - w U�LLi� U(LM-,,m � )RIVE TO LOVED, SEE AN �j 0 v3 Y U 0 W H 9 DATE OF ISSUE IZ-1-18 DRAWN BY: F�CxP SHEET NO, 1801 D-1 183! AIS TIt N le FIRF FLOOfR FLAN SCALE: 1/4" = I'-O'f AREA UNDER ROOF - 2,895 S.F. A/C AREA = 1,959 S.F. An eoMMUNIrYo ,q p EVELOPME, pp0VE t� 1-1-19 DATE OF ISSUE 12-1-18 DRAWN BY: NGF SHEET NO. 1802 A- 1 15031 n 45'-0° 14'5°11 3'-1" 1 15'-2" El BEDROOM\ / A/G , ®® GATHERING CEILING WEIGHT 9-0" -- ----- � �' RAIL 1 � / /f / / 1 I I I 1 ' I I I I f I I I I I / I I / I /{ I 2630 Fix 2630 D.N. ' 2b3o FIX 2630 1"). W. 'MFERED '' <s TEMPERED 'b / -- ---- E --------- ----------------- -------------------- ---- -- 2'-114" � ` I 61 4''@ DECK r � , I i I 111 I I ,1 ---------------------------------------------------- E ----------------------------------------- \� I ----------------- ---—F--------------------------------- MTQ WO EOND FL00 FLAN ,�ZJSCALE: 1/4"=1'-0° A/C AREA = 1006 S.F. 2 R I COMMUNITY DEVEL AcO�P�ENT P PROVCD 41 5'4 W a,-iw M w \ U a jL� l N � �U Sw 44 H w ---------------------------------------- 10 s° o . / ' 2868 POC' I O [F� ul 3-V, 3' -6" BATH 1 ' e - OFFICE BEDROOM I f b� Ln LINEN 2630 Fix 2630 D.N. ' 2b3o FIX 2630 1"). W. 'MFERED '' <s TEMPERED 'b / -- ---- E --------- ----------------- -------------------- ---- -- 2'-114" � ` I 61 4''@ DECK r � , I i I 111 I I ,1 ---------------------------------------------------- E ----------------------------------------- \� I ----------------- ---—F--------------------------------- MTQ WO EOND FL00 FLAN ,�ZJSCALE: 1/4"=1'-0° A/C AREA = 1006 S.F. 2 R I COMMUNITY DEVEL AcO�P�ENT P PROVCD DATE OF ISSUE 12-1-18 DRAWN BY: HGF SHEET NO. 1802 A-2 15031 1/ W M w N N M U a jL� l N � �U Sw 44 H w DATE OF ISSUE 12-1-18 DRAWN BY: HGF SHEET NO. 1802 A-2 15031 1/ "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON Ifs" NnM ATMIr'TIVAI Awr-ATWIW, PnGrKINr. NAZI yrs ,,1 9A ST M — — — 50UTH ELEVATION SCALE. I/4 - I 0 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/2 11 NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS 6 b" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 12 "��6 �" O.C. ON a" CF. MEMBRANE ON lis ANEL ON 1x4 STUDS INSULATION, lis" GWB .T SHINGLES ON 30" FELT ON lis" -IEATHING DECKING NAILED w/ Sd 0 6" O.C. AT PANEL EDGES AND 4" OC AT COMPONENT AND RIP " 3 4RD, TYP. 4P SIDING ON MOISTURE OM, STRUCTURAL PANEL O.C. R-13 BATT INTERIOR COMMUNITY DEVELOPMENT APPROVED TRUSS BEARING x3 C.F. BATTENS a 16" O.C. ON �j," CF. PANEL ON MOISTURE MEMBRANE ON Ips" NOM. STRUCTURAL PANEL ON 1x4 STUDS 9 16" OC. R-13 BATT INSULATION, lis" WB INTERIOR 6" EXPOSURE CF. LAO SIDING ON MOISTURE MEMBRANE ON 1/s" NOM. STRUCTURAL PANEL ON 2x4 STUDS ® 16" O.G. R-13 BATT INSULATION, I%" GWB INTERIOR Ia SECOND FLOOR "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON pis" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS e 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.G AT COMPONENT AND CLADDING EDGE STRIP " 3 145T ELEVAT10N SCALE: 1/4" =1' -0" 1x(o C.F. CORNERBOARD, TYP. 6" EXPOSURE CF. LAP SIDING ON MOISTURE MEMBRANE ON 1/2" NOM. STRUCTURAL PANEL ON 2x4 STUDS m I6" O.C. R-13 BATT INSULATION, lis" GWB INTERIOR FIN. FLOOR FAI IR 'ISIONs 1-1-19 (H Wo 0 w A W t-� U 0 Z,) 1"'q ON 00 u p ~ Z 04 tr U U m r r v 6acn d UO0p i O p m ui Cp•a O 0 + 4 }<t� 6 & U iyQInv U(L —,� DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 A-3 6031 O U jf VI Nrot— m x x H woin �w w H Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 A-3 6031 i E 5T L E Y AT I CN SCALE: 114" =1' -0" MUNITY DEVELOPMENT PPR®VED REVISIONS DATEOF ISSUE 12-1-18 DRAWN BY: 4-fCsP SHEET NO. 1802 A 4+ — 1 1 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON %" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS ® 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.G AT COMPONENT AND CLADDING EDGE STRIP' 3 1� I -b" SIMPSON SDWC — SCREW to EA. TRUS5 TO TOP PLATE 1-4" SIMPSON SDWC — SCREW is EA. STUD TO PLATE W 1-4" SIMF60N SDWC � SCREW m EA. STUD TO \ 3/4" T!G ADVANTEX PLYWOOD DECK PLATE GLUED AND NAILED TO 1-51MP5ON 5DUE SCREW w/ PREE14GINEERED FLOOR TRUSSES 9 TUW PLATE a MAX 31" O.C. Ib" D.C., TYP. Q a w B w z z) REMOVE EXISTING SHEATHING DOLLIN TO STUDS AND FRAME, SEE FRAMING ELEVATION 2/A-5 4" THICK 3000 PSI FI ER REINFORCED SLAB PIN - 1/24 x 16" REBAR — CONCRETE SLAB ON 0 MIL PVC VAPOR SET 4" INTO EXISTING SLAB w/ BARRIER ON S6% M IFIED PROCTOR 6IMP60N SET EPDXY a MAX. 24" COMOACTED FILL w! ERMITE TREATMENT, O.C., TYP, TYP. FIN. FLOOR THICKENED EDGE w/ BAR CONT. — UILDING 5 CTICN o-� NEW METAL DRIP ON P.T. 1x2 ON 2x6 FASCIA VENTILATED SOFFIT, TYP. CEMENT FIBER BOARD AND BATTEN SIDING ON ZIP MEMBRANE 1i2"NOM, 5HEATHING ON 2x4 STUDS Q 16" O.C„ R-13 BATT INSULATION, 1i2" GWB INTERIOR, TYP. NEW OVERFRAMING ABOVE EXISTING TRUSSES I-SIMPSON SOX15600 SCREW G EACH END OF EACH TRUSS UNLESS OTHERWISE NOTED AT ROOF FRAMING PLAN REFRAME EXISTING WALL I. REMOVE EXISTING FIN15HE5 AND INSULATION. 2. SHORE EX15TING TRUSSES. 3. CUT EXISTING DOUBLE TOP PLATE AND INSTALL NEW 2x4 STUDS TO SUPPORT NEW SECOND FLOOR. 4. SUPPORT EXISTING DOUBLE TOP PLAT AND EXISTING ROOF TRU55ES WITH ADDITIONAL STUDS OR 1-51MP50N HH HEADER HANGER w111-10dx1%" EACH END 1-4" SIMPSON SDWC SCREW 9 EA. STUD TO PLATE VERIFY EXISTING SILL HOLDDOWN 0 MAX. 32" O.C. IF NECESSARY, INSTALL NEW SIMPSON 1/2"xb" TITEN SCREWS w ON 2" WASHERS EXISTING 10"40" FOOTING w/ 2-"5 BARS TO REMAIN EXISTING PREENGINEERED ROOF TRU55E5 TO REMAIN I6'-8'• 2 FfRAMIN ELECATION NEW FLOOR TRUSSES NEW CONT. DOUBLE TO PLATE 1-4" SIMP50N SDWC SCREW 9 EA. STUD TO PLATE EXISTING ROOF TRU55ES TO REMAIN I-6" SIMPSON SDWC SCREW 9 TOP PLATE TO EXISTING TRUSS 1-4" SIMPSON SDWC SCREW 10 EA. STUD TO PLATE EXISTING DOUBLE TOP PLATE TO BE CUT FOR NEW FULL HEIGHT STUDS NEW 2x4 STUD AT EACH EXISTING TRUSS TO REMAIN NEW 2x4 FULL HEIGHT STUDS 6 16" O.G. EXISTING SILL PLATE TO REMAIN 1-4" SIMPSON SDWC SCREW 6 EA. STUD TO SILL PLATE VERIFY EXISTING SILL 14OLDDOLLN a MAX. 32" O.C. IF NECESSARY, INSTALL NEW SIMP50N 1i2"x6" TITEN SCREWS w ON 2" WASHERS 12 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1%" �j NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 86 RING SHANK NAILS m 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP N 3 . VERIFY EXISTING HOLDDOIINS AT EACH EXISTING TRUSS 1-4" 5IMP60N 5DWG SCREW e EA. STUD TO PLATE VERIFY EXISTING SILL HOLDDOLLN 6 MAX. 32" O.C. IF NECESSARY, INSTALL NEW 51MP50N 1/2"x6" TITEN 5GREWS w ON 2" WASHERS COMMUNITY DEVELOPMENT APPROVED NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA CUT BACK EXISTING OVERHANG FROM 2'-4" TO 2'-0" ALL AROUND NEW VENTILATED SOFFIT EXISTING STUD WALL TO REMAIN. REMOVE EXISTING SIDING, FRAME NEW OPENINGS AND CL05E EXISTING OPENINGS, INSTALL NEW VAPOR BARRIER OVER EXISTING 5/a" TI -11 SHEATHING AND INSTALL NEW (o" EXPOSURE Cr-. LAP SIDING FIN, FLOOR GRADE EXISTING 10"x20" FOOTING wl 2-15 BARS TO REMAIN d vi r� z 0 W s� � o W A � 0 W� �0 U z 0 � C40) 00 ~ 000 H H Z H v w U m U Oa°n Cl ��o U � V � LLf O�OjT, 'L LV U DATE OF ISSUE 12-1-12 DRAWN BY: HGP SHEET NO. 1802 A-5 i I/ NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA "NIGH WIND" A5PNALT 5WINGLE5 ON 30" FELT ON 1/2" NOM. STRUCTURAL SNEATNING DECKING NAILED w/ 8d RING 5µANK NAILS a 6" O.C. AT PANEL EDGES AND `n INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP * 3 lv, FAJ 2' Fool ON "NIGH WIND" ASPHALT 5NINGLES ON 30" FELT ON tie" NOM. STRUCTURAL 5NEATNING DECKING NAILED w/ 8d RING SHANK NAILS is 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 -0000 1-6" SIMPSON SDWC SCREW a EA. TRUSS TO TOP PLATE 1-4" SIMPSON SDWG SCREW +v EA. STUD TO PLATE / / / / / / / / / / / / / / PROVIDE CODE COMPLIANT STAIR GUARD 3/4" T4G ADVANTEX PLl RAILS, INANDRAIL5 AND RAILS AT LANDINGS GLUED AND NAILED TC \ AND DECKS, SEE R311.1.8 AND 8311.83. RAILING PREENGINEERED FLOO \ SELECTION BY OWNER 16" O.C., TYR. 14 _ \/ 13 12 _ _j / _ ti / / GREAT ROC J / 10 —L / 5 5-1 z 5UILIDI G 5 CTICN A -lo SCALE: w L 6" EXPO5UF TYVEK OR EQ STRUCTURAL 51-1E R REINFORCED '11L PVC VAPOR IED PROCTOR MITE TREATMENT, a w A 0 A z z 0 H A A DATE OF ISSUE 12 -1 -IS DRAWN BY: NGF SHEET NO. 1802 A-6 IO_ "HIGH WIND" ASPHALT SHINGLES ON 30' FELT ON 1112" NOM. STRUCTURAL 5HEA7HING DECKING NAILED w/ 8d RING SHANK NAILS 10 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 m 1-6" SIMPSON 5DWC— SCREW ® EA. TRUSS TO TOP PLATE 1-4" SIMPSON 5DWC — SCREW a EA. STUD TO PLATE 14" TaG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES 16" O.C., TYP, 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMfTE TREATMENT, TYP, BUILIDING SECTION �-1 SCALE: 1/2":I'-0" 2x BLOING BETWEEN STUDS 45 NECE55ARY NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA VENTILATED SOFFIT, TYP. "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING: NAILED w/ ad RING SHANK NAILS a 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP' 3 1. 2'-0" 1. o� NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA Ix3 C.F. BATTENS ® I6" O.C. ON a" CF. PANEL ON M015TURE MEMBRANE ON 1/2" NOM. STRUCTURAL PANEL ON 2x4 STUDS 9 16" O.C. R-13 BATT INSULATION, 1/2" GWB INTERIOR METAL ROOFING ON GRACE ICE AND WATER SHIELD ON Nig" STRUCTURAL PANEL ON 5ka" TI -II PLYWOOD ON CONT4x6 BEAM PM 31/a" 1 WIDE WOOD BRACKET k6 6" SIMPSON SDWC SCREWS Ix3 CF. BATTENS a 16" O.C. ON . PANEL ON MOISTURE MEMBRANE ON 1/ " NOM.S CTURAL PANEL ON 2x4 STUDS 0 16" O.C. R-13 tt INSULATION, 1/2" GWB INTERIOR r Ce] IONS 1-1-19 / Q, Lei j' m M WV r U z O a W F w DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 A-7 WEATHER RESISTANT FINISHED ELEVATION FOLD LINE CUT LINE, TYP. WASTE EDGE OF ROUGH OPENING FOLD LINE " GWB %4"x3'/2" HARDI TRIM WINDOW %"x(o" HARDI TRIM WINDOW IN51I-ALLATION PROCEDURE_ I. VERIFY THE OPENING IS PLUMB, LEVEL AND $MARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNIER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND TWIRD CUTS UP At 450 FROM BOTTOM CORNERS, MAKE LAST CUT UP AT CENTER TO TOP CUT. 4. FOLD WEATHER BARRIEFZ UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAMBS AND SILL, TAPE UP AT WE�;D EXTERIOR 5. INSTALL SILL 5HIM5 AS F2EQUIRED BY WINDOW MANUFACTURER. 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY LJINDOW MANUFACTURER 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. S. APPLY 51DE FLASHING TAPE AT JAMB5 AND AT 45° CUTS AT HEAD.. 9. INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND PAST EDGE OF JAMB TRIMJI II. APPLY HEAD FLASHING 'TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. CAULKIN CAULKIr X112" ca CAULKIN 1/2" GWB HEAD 5LL 11/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK SIDING w/ 11/4" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARDI TRIM 20 NOT SEAL UINDOW WINDOW BITUMINOUS TAPE SEALANT 5/4" x V/2" HARDI TRIM SEALANT 11/2" STRUCTURAL SHEATHING .UEATHER BARRIER, CONT. 4ARDI PLANK SIDING w/ 11/4" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT 112" STRUCTURAL SHEATHING .UEATHER BARRIER, CONT. 4ARD1 PLANK SIDING w/ 11/4" LAP UADIO J IN5TALLATION - HA IDI FLANK SCALE: Y=1'-0" HEAVE FLA5HING, T�rf= A-� SCALE:3"=I'-O" (GABLE FLASHING SIM.) INSTALL CONT, AT ALL EAVE AND GABLE LOCATIONS JRAL PANEL ROOF DECK NDERLAYMENT HINGLE5 METAL DRIP ON P.T. ix2 ON 2x(o FASCIA, TYP, ALL LOCATIONS COF a WALL FL,454 IIS , T�rf=. SCALE: 3"=1'-(d" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT I CHIMNEY OOF - WALL FLA54N , T�rl=. SCALE: 3"=1'-0" — INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS WING F )F DECK 0 (REVISIONS) DATE OF ISSUE 12 -1 -IS DRAWN BY: HGP SHEET NO, ISD2 A-8 lao3l m F� W W DATE OF ISSUE 12 -1 -IS DRAWN BY: HGP SHEET NO, ISD2 A-8 lao3l r----------------------------------------- —`- --------------------, I 1 Ir----------------------------------- ----------------- ------ 1 I r--------------------- ------------- ------------------- I II II I I I I 1 1 1 I 1 1 I I I MUD I i i I I I I I I I I I I I I 1 1 I i I I 1 1 I 1 1 I I I i I I 1 1 I I it ti I I t I 1 1 1 A -I 1 1 EXISTING 4" THICK CONCRETE I j SLAB TO REMAINEE I I I I I j I I I i i I I I I I I I I I I I I I I 1 1 1 1 I 1 I I I I i I 11 11 1 1 I I I I I I I I I EE)lI I I i I i I I I S-1 5 j 1 1 I I IH------------------- --------------------r=7_F--------- -- ----- --- ---- ------------------------- TI -------- --------- - ----------------------------� I SLAB TO BE REMOVED i t i _________ ________ I - ----1-=----1--------- ------------------------- �- 1 I I I I II I �t----------------------------------------- L --------------------I� I I I I I I - 1 I I 1 ! I I �— L, I I 1 1 1 I I I I ! I 1 1 I I I I I I I 1 1 1 I I I (jl i 1 1 1 1 I I I I 5IMP50N ABU66 ON'%"0i— i l THREADED ROD EMBEDDED l" I I I j 5 t I r-=- INTO NEW SLAB w/12 -16d TO I I POST, TYP. EA, POST I I I I I I I 1 1 I I !\,731/2 DROP I I I I t I EXISTING 4" THICK CONCRETE I 4„ THICK 3000 P51 FIBER REINFORCED 1 1 I I I SLAB TO REMAIN 1 I CONCRETE SLAB ON 10 MIL PVC VAPOR I I I I 1 1 I I I i t I BARRIER ON 96"o MODIFIED PROCTOR r------------ --- J-3 l i COMPACTED FILL w/ TERMITE TREATMENT,j r---------- -----i 1 DOUN I” 31�, DRP 1 I ! TYP. ! I <i I I ------ I I it 1 II I I ---- L---------- 1 �Z 1 I I i 1 I 1 1 I I i 1•------------ --- 31 i2" DROP � I ii J I I I i t I I 11 rr-I 1 I I 1 1 1 I i SI DOWN I" t l i I I I SLAB PIN - 1/2"0 x 16" REBAR COORDINATE I I I I 1 1 I 1+------------------ --------------- ------- I -1 KITCHEN LAYOUT 1! 1 1 L 1 t SET 4 INTO EXISTING SLAB wJ L Z__-_____ 4 1 1 1 1 WITH FINAL KITCHEN l i --------------- ---------- -------------- HT------------------ ----------- -1 I PSCNV SET EPDXY to MAX. 24. I t I I ? I --� - -• ® O.C., TYP. DESIGN i i---------- , I SLAB TO BE REMOVED I I I `_ LI ------------------- - - - - - - - - - - - - - - - - - - -------i-J I II 1 1 I I I ------------------ --------------- r� I 11 1 ------ I I �I iii 5-i 11 j I I it 71� I I 1 w iii I I IL--------------------- rr n---1 1 i1 I I t 1 1 I 1 I I I I I ITHICK CONCRETE SLABTO REMAIN A/C I i 1 1 i t 1 1 t it r--------------------- -- ---------------------- ------------------------------- ---JI 1 I I I ----- i I I I I I I � j I II p/II 4 Sim. I I 11 I II 1 I I W1 I 1 I ! �I 1 I IVARIES 1 1 { �f i I I 1 1 I I I I I I I I I I I I I I I I I 4 i 5-I I I 1 I 1 I 1 I i i I I I I I 11 i I i I I 1 a II I EXISTING PLUMBING j I 1 1 FIXTURE LOCATIONS I I 1 I TO REMAIN j I i t 1 1 I i t 1 1 I _ _ ___ __ ________J I 1---------------------je-1) 2 EXISTING J, NEW SLAB PIN - 1/2"0 x 16" REBAR — SET 4" INTO EXISTING SLAB w/ 51MP50N SET EPDXY a MAX. 24" O.G., TYP. REMOVE FACE OF EXISTING EDGE CMU II - II II 11 0 II II II 4" THICK 3000 PSI FIBER REINFORCED I I CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 969. MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, II TYP. I 1 II II II 11 ___ _:_=z— T ---- ===---T---------- -; -______--_ -------------- ®MR z 4" THICK 3000 PSI FIBER REINFORCED U CONCRETE SLAB ON 6 MIL. PVC VAPOR; EXISTING NEW BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. L------------------� it it 0 vp EXISTING 10"x20 w/ 2-05 • 5AR5 TO REMAIN 1'-8" TWO STORY 3-05 CONT. INTERIOR FOOTING 5 I4IC NED 5LA5, INTERIOR rJ-1 SCALE: 3/4"=P-0" S-1 SCALE: 3/4"=1'-0" SLAB PIN - ti2" a x 12" REBAR SET 4" INTO EXISTING SLAB w/ 51MP50N SET EPDXY e MAX. 24" O.C., TYP. 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON S(o% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. °5 BAR CONT. ASE FOOTING SCALE: 3/4"=1'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER CNV 96% MODIFIED PROCTOR COMPACTED FILL wJ TERMITE TREATMENT, TYP. E 3000 PSI REINFORCED 0 CONC. w/ 2 -w5 BARS EA, = WAY THIC<ENED 6LA5 FO CH SCALE: 3/4" = I' -0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOf BARRIER ON 'UA MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMIR TYP, INTERIOR FOOTING S-1 SCALE: 3/4"=I'-011 3 ARAGE POOTIN 5-1 SCALE: 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED ib CONC. w/ 1-05 BAR CCNVT.= THIC< NEE) 5LAB FO CH SCALE: 3/4"=I' -O" 3 10"x20 wl 2 -*5 O REMAIN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE 5LA5 ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL wl TERMITE TREATMENT TYP, SLAB PIN - 11/2"0 x 9 REBAR SET 4" INTO EXISTING FOOTING w/ 51MP5ON SET EPDXY s MAX. 24" O.C., TYP, GRADE 2-05 BARS CONT. EXISTING 10"x20 w/ 2-"5 BARS TO REMAIN 1'/2" NOM. STRUCTURAL SHEATHING DECKING w/ 8d RING SHANK NAILS 9 6" O.C. AT PAN EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP PERENGINEERED TRUSSES SCALE: 1/4" =1' -0" HIGH ROOF FfRA�ING FLAN SCALE: 1/4" = I' -0" 05 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN GARAGE FOOTING 2 SCALE: 3/4"=I'-0" S-1 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, 3-05 BARS CONT, I'-4" T�"rFIGAL THIG<ENED 5LAF) SCALE: 3/4"=1'-0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS. MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2--1 BARS TO REMAIN XIFING:r EXTEfRI01R PO SCALE: 314"= I'-0" FAI REVISIONS I-1-19 o i u N M x n i i i a -2x5/2/2 i -2x8/2/2 3 10"x20 wl 2 -*5 O REMAIN 4" THICK 3000 PSI FIBER REINFORCED CONCRETE 5LA5 ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL wl TERMITE TREATMENT TYP, SLAB PIN - 11/2"0 x 9 REBAR SET 4" INTO EXISTING FOOTING w/ 51MP5ON SET EPDXY s MAX. 24" O.C., TYP, GRADE 2-05 BARS CONT. EXISTING 10"x20 w/ 2-"5 BARS TO REMAIN 1'/2" NOM. STRUCTURAL SHEATHING DECKING w/ 8d RING SHANK NAILS 9 6" O.C. AT PAN EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP PERENGINEERED TRUSSES SCALE: 1/4" =1' -0" HIGH ROOF FfRA�ING FLAN SCALE: 1/4" = I' -0" 05 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN GARAGE FOOTING 2 SCALE: 3/4"=I'-0" S-1 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, 3-05 BARS CONT, I'-4" T�"rFIGAL THIG<ENED 5LAF) SCALE: 3/4"=1'-0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS. MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2--1 BARS TO REMAIN XIFING:r EXTEfRI01R PO SCALE: 314"= I'-0" FAI REVISIONS I-1-19 DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 S-1 18031 o u N M � a N WEJ) r� w �Q W Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 S-1 18031 r^--------------------------------------- tI fr------------------------------------ -----------------------__ ------------- I I I f � 1 i i I I I I i I i MUD I I I I t I 1 I I f l I I I f I i i I I t I I f 1 I I 1 t I i i t 1 1 I 1 1 j EX15TING 4" THICK CONCRETE f i SLAB TO REMAIN ED� i I 1 El) S-I 1 I i t 1 1 1 I i I I I I I 1 I 1 I I I I ii ff I 1 I j I I I f -t------------------ -------- t i I I 1 h-T--------------------------------------------- r--�--------- ® 7-1 -L- -- ----- --- ---------------------------� 1 i 1 ® SLAB TO BE REMOVED f I _ I------------------- - f - --------------------f �- 1a------------ --t-f I-------------------------- ----- f ------------------------- 1 1 i i --------I-T---f It i I -t------------------ --------- II I I I I 1 1 I I I t i j 1 j 1 j l I f i I t i I i I I I LLr— I t j - 1I I 6IMP50N A5U66 ON 1/2,,o i 1 1 I i i i i i t t f i 11 I I THREADED ROD EMBEDDED l f l INTO NEW SLAB w/12-166 TO -- I ► POST, TYP, EA. POST i 1 t i t f l I I I I I I i I I f 1 1 1 1 I I I I I ! I i I II II i t f 1 i EXISTING 4" THICK CONCRETE I I t 4" THICK 3000 P51 FIBER REINFORCf:D I i 3/2 DROP j I 5LAB TO REMAIN j i CONCRETE SLAB ON 10 MIL PVC VAPOR I i \ f f i t I I j I f f BARRIER ON 96% MODIFIED PROCTOR r-^-^-------' --J� COMPACTED FILL w/ TERMITE TREAThiENT,j r---------- ----- I I DOU1N I 3'/2 DRdP I i t I TYP.114 I L---------- ----II t------------�L-- IL ---- I I 11 DROP I I T 1 1 I t t I i i COORDINATE DOWN I 1 i i I I 1 1 1 SLAB PIN -'i2"a x 16" REBAR 1111 I ______________ f �-------------------------------------T-i SET 4" INTO EXISTING SLAB w/ KITCHEN LAYOUT 1 I I I L` --L-------- 4 F- 11 WITH FINAL KITCHEN i f -i---------- -------------- T------------------ ----------------------- _ 51MR50N SET EPDXY 9 MAX. 24" t + 1 = Ty DESIGN i ® 1 0 SLAB TO BE REMOVED i i O.C., TYP. i `-----^---� '`) ! I I -----------I I ------------------ ------------------- ------- -t I II I I 1------------------ I II Q.I I I 11 t iI II I II Ii1 It --------------------- ,]] iv- 5-I tI11 I111 -- ------ ------------------ I II 1 1 ----------- ------------------- ------------------------- --- 11 j j l EXISTING 4" THICK CONCRETE t ► I SLAB TO REMAIN A/C I i I t I 11 1 Ij ir-------- --------------------------- ------------- - ----- -------- I 1 1 I I I Il. j j l j l Q/ 4 SIi4, 1 1 t 5-I f i it it I II f I I I 1 I I I j I wj I f VARIES I I UI j I j 1 I t I I = I i I I I t t l 4" THICK 3000 PSI FIBER REINFORCED t 1 i i CONCRETE BLAB ON 12t MIL PVC VAPOR I 1 ni, BARRIER ON Wo MODIFIED PROCTOR EXISTING PLUMBINGCOMPACTED FILL w/ TERMITE TREATMENT,FIXTURE LOCATIONS t 1 TYP. TO REMAIN 1 II I f ii II it II --------------------------- -------- - ---- ------ --- ---------------- --- - ------ ---------1- - _______ --________----------------------------------------------- -j______� 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. v 3000 P51 REINFORCED c CONC. w/ 2-05 BARS EA. _ WAY THIO I EID 5LA5 = Fo cH SCALE: 3/4" = I' -0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOP BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMEI' TYP. 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, 3000 PSI REINFORCED 0 CONC. w/ I-"5 BAR CONT, T4CXE VEE) SLA - FC CH SCALE: 3/4 I'-0" 3 10"40 w/ 2-05 O REMAIN 1/2" NOM. STRUCTURAL SHEATHING DECKING w/ 86 RING SHANK NAILS 6 6" O.C. AT PAN EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP PERENGINEERED TRUSSES STAIR ROOF F AI I I NIG FLAN SCALE: 1/4":1'-0" HIGH ROOF FRAMING FLAN SCALE: 1/4" = I' -0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TER'11TE TREATMENT, REM FBI tp ---------------------------------------- ------ ���OOIN r n SCALE: 3/4"=I'-0° 5-I 5-I 5-i mom* - I SLAB PIN - 1/2"0 x 16" MBAR — SET 4" INTO EXISTING SLAB w! 51MPSON SET EPDXY e MAX. 24" O.C., TYP. EXISTING J. NEW REMOVE FACE OF EXISTING EDGE CMU w z 4" THICK 3000 PSI FIBER REINFORCED U CONCRETE 5LA5 ON 8 MIL. PVC VAPOR EXISTING NEW BARRIER ON 9(o% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, T'rF. ii v a �1 ____ -------------------- --------------- EXISTING _ ____________-- v �o EXISTING I0"x20 w/ 2-05 • BARS TO REMAIN I'-8" TWO STORY - 3-"5 CONT. 6 INTCfR FOOTING5 THIG N [) 5LAB INTERIOR SCALE: 3/4"=I'-0" S -I SCALE: 3/4 l'-0" u SLAB PIN - 112"0 x 12" REBAR SET 4" INTO EXISTING BLAB w/ SIMP50N SET EPDXY 9 MAX. 24" O.C., TYP. 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 05 BAR CONT, r�. GARAGE FOOTING N Qt--I; SCALE: 3/4"=I'-0" /"3 GARAGE FOOT IN J -I SCALE: 3/4"=1'-0" 4" TRICK 3000 PSI FIBER REINFORCED CONCRETE BLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. SLAB PIN - 1/2"0 x 9 REBAR 5ET 4" INTO EXISTING FOOTING w/ 51MP50N SET EPDXY m MAX. 24" O.G., TYP. GRADE 2-"5 BARS CONT. EXISTING 10"x20 w/ 2-'S BARS TO REMAIN 05 BAR CONT. SLAB AND BLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN ,4,E FOOT f NIG 2 SCALE: 3/4":I'-0" 5-I 3-05 BARS CONT. _Isa =IGAL THICXENED 5LA5 SCALE: 3/4"= I'-0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS, MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-Y5 BARS TO REMAIN EX15TING EXTE IO FOO SCALE: 3/4"= I'-0" REVISIONS 1-1-19 �. O Um W i i i N m i z O W i x � Q i i i i -2x8/2/2 /l -2x8/2/2 3 10"40 w/ 2-05 O REMAIN 1/2" NOM. STRUCTURAL SHEATHING DECKING w/ 86 RING SHANK NAILS 6 6" O.C. AT PAN EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP PERENGINEERED TRUSSES STAIR ROOF F AI I I NIG FLAN SCALE: 1/4":1'-0" HIGH ROOF FRAMING FLAN SCALE: 1/4" = I' -0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TER'11TE TREATMENT, REM FBI tp ---------------------------------------- ------ ���OOIN r n SCALE: 3/4"=I'-0° 5-I 5-I 5-i mom* - I SLAB PIN - 1/2"0 x 16" MBAR — SET 4" INTO EXISTING SLAB w! 51MPSON SET EPDXY e MAX. 24" O.C., TYP. EXISTING J. NEW REMOVE FACE OF EXISTING EDGE CMU w z 4" THICK 3000 PSI FIBER REINFORCED U CONCRETE 5LA5 ON 8 MIL. PVC VAPOR EXISTING NEW BARRIER ON 9(o% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, T'rF. ii v a �1 ____ -------------------- --------------- EXISTING _ ____________-- v �o EXISTING I0"x20 w/ 2-05 • BARS TO REMAIN I'-8" TWO STORY - 3-"5 CONT. 6 INTCfR FOOTING5 THIG N [) 5LAB INTERIOR SCALE: 3/4"=I'-0" S -I SCALE: 3/4 l'-0" u SLAB PIN - 112"0 x 12" REBAR SET 4" INTO EXISTING BLAB w/ SIMP50N SET EPDXY 9 MAX. 24" O.C., TYP. 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 05 BAR CONT, r�. GARAGE FOOTING N Qt--I; SCALE: 3/4"=I'-0" /"3 GARAGE FOOT IN J -I SCALE: 3/4"=1'-0" 4" TRICK 3000 PSI FIBER REINFORCED CONCRETE BLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. SLAB PIN - 1/2"0 x 9 REBAR 5ET 4" INTO EXISTING FOOTING w/ 51MP50N SET EPDXY m MAX. 24" O.G., TYP. GRADE 2-"5 BARS CONT. EXISTING 10"x20 w/ 2-'S BARS TO REMAIN 05 BAR CONT. SLAB AND BLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-05 BARS TO REMAIN ,4,E FOOT f NIG 2 SCALE: 3/4":I'-0" 5-I 3-05 BARS CONT. _Isa =IGAL THICXENED 5LA5 SCALE: 3/4"= I'-0" VERIFY ANCHOR BOLTS AT EXISTING FOOTINGS, MIN. 32" O.C. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-Y5 BARS TO REMAIN EX15TING EXTE IO FOO SCALE: 3/4"= I'-0" REVISIONS 1-1-19 �. O Um W N m z O W f � Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP J SHEET NO. 1802 S-1 ISo31 665 5F. / 600 = 1.11 S.F. 4' OFF RIDGE ROOF VENT = .13 S.F. PER VENT INSTALL 2-4' VENTS w n ------ --- - - — — — — — i � -r- ------------------ I ` ---- - I --------------------------� 4' OFF RIDGE ROOF VENT = .13 SF. PER VENT ` INSTALL 2-4' VENTS f=---------- —`� ---------------------------- COF / VENTILATION FLAN SCALE: 1/4 I'-0" LOWER EYEBROW ROOF NOT SWOtLN ®VE RF F® I. AT AREA CQ% UNDERLAYMEN,T CURRENT REQUII 2, INSTALL NEW w/ SIMP50N 5D5 3. ALL NEW RI Di NEW OVERFRAMI 4. ALL RAFTEf2, I-SIMPSON L632) 5. NEW DECK S3 NAILED PER CO 6. AT AREAS 51 WATER 5WELD C 1. AT AREAS AE RECOMMENDED 8. INSTALL SWiiN I-SIMPSON ACE (MA,X, w/20 -16d NAILS TO PC 14-16d TO BEAM, TYP. I-51MP5ON AC6 (MIN) w/16 -16d NAILS TO PO 14-16d TO BEAM, TYP. I-SIMPSON AC6 (Mlf,l) w/16 -16d NAILS TO f°O: 14-16d TO BEAM, TYP. I-5IMP50N ACE (MQX) w/20 -16d NAILS TO PO 14-16d TO BEAM, TYP. a SCALE: 1/4" - I' -0" - - - 0 1-1-19 1,260 5F. / 600 = 2.1 S.F. '' I \ I \yA 4' OFF RIDGE ROOF Qi \ I VENT = .13 5F. PER VENT �' I 665 B.F. \ \II ' INSTALL 3-4VENTS � , a / 4' 00 = 1.11 5F. I E m OFF RSI 5F. 1 GE ROOF VENT ' .13 INSTALL 11- R VENT / I ' VENTS >--------- RIDGE--------- < ' ' U C7 �- ---IRf E--- z w O H �W W � -r- ------------------ I ` ---- - I --------------------------� 4' OFF RIDGE ROOF VENT = .13 SF. PER VENT ` INSTALL 2-4' VENTS f=---------- —`� ---------------------------- COF / VENTILATION FLAN SCALE: 1/4 I'-0" LOWER EYEBROW ROOF NOT SWOtLN ®VE RF F® I. AT AREA CQ% UNDERLAYMEN,T CURRENT REQUII 2, INSTALL NEW w/ SIMP50N 5D5 3. ALL NEW RI Di NEW OVERFRAMI 4. ALL RAFTEf2, I-SIMPSON L632) 5. NEW DECK S3 NAILED PER CO 6. AT AREAS 51 WATER 5WELD C 1. AT AREAS AE RECOMMENDED 8. INSTALL SWiiN I-SIMPSON ACE (MA,X, w/20 -16d NAILS TO PC 14-16d TO BEAM, TYP. I-51MP5ON AC6 (MIN) w/16 -16d NAILS TO PO 14-16d TO BEAM, TYP. I-SIMPSON AC6 (Mlf,l) w/16 -16d NAILS TO f°O: 14-16d TO BEAM, TYP. I-5IMP50N ACE (MQX) w/20 -16d NAILS TO PO 14-16d TO BEAM, TYP. a SCALE: 1/4" - I' -0" - - - 0 1-1-19 DATE OF ISSUE 12-1-18 DRAWN BY: I GR SHEET NO. 1802 S-2 S' O Qi uN a m U C7 z w O H �W W DATE OF ISSUE 12-1-18 DRAWN BY: I GR SHEET NO. 1802 S-2 S' F,45TENINe 5CHEDU>I DESCRIPTION OF BUILDING ELEMENT 1, BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT WALL TOP PLATE, TO TRUSS OR RAFTER FLAT BLOCKING TO TRUSS AND WEB FILLER 2. CEILING J015T5 TO TOP PLATE 3. CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTERS, LAP OVER PARTITION (NO THRUST) (SEE SECTION 2308.1.3.1, TABLE 2308.1.3.1) 4. CEILING JOISTS ATTACHED TO PARALLEL RAFTERS, (HEEL JOINT), (SEE SECTION 2308.1.3.1, TABLE 2308.13,1) REPRODUCED FROM FBC TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) NUMBER AND TYPE OF FASTENER SPACING AND LOCATION FACE NAIL DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER ROOF 6" 4-3NO.131" NAILS OR FLOOR 3-5d (2/2"x0.121") OR EACH END, TOENAIL 22. J015T TO SILL, TOP PLATE OR GIRDER 3-5d COMMON (V/2"x0.131") OR 3-10d BOX (3"x0.128") OR TOENAIL 2308.1.5, TABLE 2308.1.5) 3-16d BOX (3f/2"x0.135") OR 3-10d BOX (3"x0.128") OR 3-3"x0.131" NAILS OR 4-10d BOX (3"x0.128") OR O 13/4" 16 GAGE STAPLE 1116" CROWN (ROOF) 3-3"x0.131" NAILS OR 3-3" 13 GGE STAPLES, "' CROWN 1. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR ROOF RAFTERS TO 2" RIDGE BEAM 3-I6d COMMON (3�/2"x0.1621) OR 3-10d BOX (3"x0.128") OR END NAIL 3-3" 13 GAGE STAPLES, r" CROWN 2-8d COMMON (21/2"x0.121") OR EACH END, TOENAIL 23. RIM JOIST. BAND J015T OR BLOCKING TO TOP PLATE, Sd COMMA (21/2"x0.131") OR 2-3"x0.131" NAILS OR 10d COMMON (3"x0.14V9 OR Sd DEFORMED (21/2"x0.131") 3-10d COMMON (3�/2"x0.148") OR SILL OR OTHER FRAMING BELOW 10d BOX (3"x0.128") OR 2-14 GAGE STAPLES 1 1/2" GALVANIZED ROOFING NAIL (171r," HEAD DIAMETER) OR 3" 4-3NO.131" NAILS OR 3"x0.131" NAILS OR 3" 14 GAGE STAPLES, J' CROWN 2-16d COMMON (3/2"x0.162") OR END NAIL 3-3"x0.131" NAILS OR 3-3" GAGE STAPLES 6. STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON (31/2NO,16211) 24. Ix6 SUBFLOOR OR LESS TO EACH JOIST 2-Sd COMMON (2/2"x0.131") OR 106 (3NO.148") OR 16" O.G. FACE NAIL 3"x0.31" OR 2-104 BOX (3NO.128") 16d COMMON (31/2"xO.162") a 6" O.C. FACE NAIL 25, 2" 50FLOOR TO JOIST OR GIRDER 2-16d COMMON (3'/2"x0.1(o2") YxO.131" NAILS 9 6" O.C. 16" O.C. FACE NAIL 6" 3-14 GAGE STAPLES 9 6" O.C. 12" O.C, FACE NAIL 10d COMMON (Yx0.148") OR Sd DEFORMED (21/2"xO.131") 26. 2" PLANKS (PLANK 4 BEAM - FLOOR 4 ROOF) 2-16d COMMON (3/2"x0.162") 3-8d (21/2"x0.121") OR EACH JOIST, TOENAIL 21. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 204 COMMON (4"x0.192") 3-10d BOX (3"x0.128") OR I6" O.C. EACH EDGE FACE NAIL bd CORROSION RESISTANT CASING (2"x0,099") I6d BOX (31/2"x0.135") 12" O.C. EACH EDGE FACE NAIL 3-3"x0.131" NAILS OR 4-Sd COMMON (2l/2"x0.131") ITOEN WL 12" 4-10d BOX (3"xO.128") SPACING AND LOCATION TOENAIL 8" O.C. TOENAIL FACE NAIL FACE NAIL EACH BEARING, FACE NAIL 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OFF051TE SIDES 10d BOX (3"x0.128") OR 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 3-3" 14 GAGE STAPLES, �' CROWN 3"xO.131" NAILS OR ON OFF05ITF SIDES 3-16d (31/2"x0.162") OR FACE NAIL 3" 14 GAGE STAPLES,CROWN 4-10d BOX (3"x0.128"1 OR AND ENDS AND AT EACH SPLICE, 4-3"x0.131" NAILS OR 2-20d COMMON (4"x0.192") OR FACE NAILS 4-3" 14 GAGE STAPLES, CROWN 3 80X (3"x0,128") OR PER TABLE 2308.13.1) FACE NAIL 3-3NO.131" NAILS OR 5. COLLAR TIE TO RAFTER 3-10d (3"x0.148") OR FACE NAIL o 4-104 BOX (3"x0.128") OR ad BOX OR DEFORMED (21/2"x0.113") (ROOF) 6" 4-3NO.131" NAILS OR � 21/2"xO.113" (SUBFLOOR AND WALL) 4-3" 14 GAGE STAPLES, 1" CROWN 12" 6. RAFTER OR ROOF TRU55 TO TOP PLATE(5EE SECTION 3-10d 0NO.148") OR TOENAIL 2308.1.5, TABLE 2308.1.5) 3-16d BOX (3f/2"x0.135") OR 23"x0.113" NAIL (ROOF) 411 4-10d BOX (3"x0.128") OR O 13/4" 16 GAGE STAPLE 1116" CROWN (ROOF) 4-3" 14 GAGE STAPLES, J' CROWN 6" 1. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR ROOF RAFTERS TO 2" RIDGE BEAM 3-I6d COMMON (3�/2"x0.1621) OR 3-10d BOX (3"x0.128") OR END NAIL 12" 3-3"x0.131" NAILS OR 23/8"x0.113" NAIL OR 2" 16 GAGE STAPLE 1116" CROWN 4" 3-3" 14 GAGE STAPLES, J" CROWN 33. 1/8" TO 1 1/4" 10d COMMON (3"x0.14V9 OR Sd DEFORMED (21/2"x0.131") 3-10d COMMON (3�/2"x0.148") OR TOENAIL OTHER EXTERIOR WALL SHEATHING 3-I6d BOX (31/2N0.135") OR 1 1/2" GALVANIZED ROOFING NAIL (171r," HEAD DIAMETER) OR 3" 4-3NO.131" NAILS OR 1 i/4" 16 GAGE STAPLE WITH "' OR I" CROWN 4-3" 14 GAGE STAPLES, e° CROWN 6. STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON (31/2NO,16211) 24" O.C. FACE NAIL (o1l 106 (3NO.148") OR 16" O.G. FACE NAIL 3"x0.31" OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 34" OR LESS 3-3" 14 GAGE STAPLES, all CROWN 6" S. STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON (31/2"x0.162") 16" O.C. FACE NAIL 6" I6d BOX (31/2"x0.135") 12" O.C, FACE NAIL 10d COMMON (Yx0.148") OR Sd DEFORMED (21/2"xO.131") 3"xO31" NAILS 12" O.G. FACE NAIL PANEL SIDING TO FRAMING 3-3" 14 GAGE STAPLES, "" CROWN 6d CORROSION RESISTANT SIDING (11/8" x VOW OR 10. BUILT-UP HEADER (2" TO 12" HEADER) I6d COMMON (31/2"x0.162") I6" O.C. EACH EDGE FACE NAIL bd CORROSION RESISTANT CASING (2"x0,099") I6d BOX (31/2"x0.135") 12" O.C. EACH EDGE FACE NAIL II, CONTINUOUS HEADER TO STUD 4-Sd COMMON (2l/2"x0.131") ITOEN WL 12" 4-10d BOX (3"xO.128") Sd CORROSION RESISTANT CASING (21/2"X0,113") 12. TOP PLATE TO TOP PLATE I6d COMMON (31/2"x0.162") 16" O.G. FACE NAIL 10d BOX (3NO.128") OR 12" O.C. FACE NAIL 6" 3-3"x031" OR 42. 34 6d CASING (2"x0.099") OR 66 FINISH (PANEL SUPPORTS AT 24" O.C. 3-3" 14 GAGE STAPLES, 6" CROWN 12" 13. TOP PLATE TO TOP PLATE AT END JOINTS 6-16d COMMON (31/2"x0.162") OR EACH 51DE OF END JOINT, FACE 12-10d BOX (3"x0.12V9 OR NAIL (MINIMUM 24" LAP SPLICE 12-3"x0.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, "" CROWN JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR I6d COMMON (31/2NO.162") 16" O.C. FACE NAIL BLOCKING (NOT BRACED WALL PANEL)5TUD TO STUD (NOT AT BRACED WALL PANEL) I6d (31/2x0.135") OR 12" O.G. FACE NAIL 3"xO.131" NAILS OR 3-3" 14 GAGE STAPLES, CROWN 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD AT BRACED WALL PANEL 8-I6d COMMON (31/2NO.162") OR 12-10d BOX (3"x0.128") OR 12-3NO.131" NAILS OR EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF EACH I2-3" 14 GAGE STAPLES, 1"" CROWN JOINT) 16. STUD TO TOP OR 50TTOM PLATE 4-8d COMMON (21/2"x0.131") OR TOENAIL 4-10d BOX (3"xO.128") OR 4-3NO.131" NAILS OR 4-3" 13 GAGE STAPLES, i" CROWN 2-I6d COMMON (31/2"x0.162") OR END NAIL 3-10d BOX (3"x0.128") OR 3-3"xO.131" NAILS OR 3-3" 13 GAGE STAPLES, g' CROWN 11. TOP OR BOTTOM PLATE TO STUD 2-16d COMMON (31/2"x0.162") OR END NAIL 3-104 BOX (3NO.128") OR 3-3"x0.131" NAILS OR 3-3" 13 GAGE STAPLES, I'll CROWN 18. TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON (31/2NO.162") OR FACE NAIL 3-10d BOX (3NO.128") OR 3-3"xO.131" NAILS OR 3-3" 13 GAGE STAPLES, i" CROWN WALL 19. I" BRACE AT EACH STUD AND PLATE 2-8d COMMON (21/2"x0.131") OR FACE NAIL 2-10d BOX 0NO.128") OR 2-3"x0.131" NAILS OR 2-3" 13 GAGE STAPLES, "" CROWN 20. Ix6 SHEATHING AT EACH BEARING 2-8d COMMON (2'/2"x0.131") OR FACE NAIL 2-10d BOX (3"x0.128") 21. Ix8 AND WIDER SHEATHING AT EACH BEARING 3-8d COMMON (21/2NO.131") OR FACE NAIL 3-10d BOX l3"x0.12819 3-3" 14 GAGE STAPLES,' CROWN 28, LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-166 COMMON (31/2"x0.162") OR EACH JOIST OR RAFTER, FACE NAIL 4-10d BOX (3"x0.1289 OR 4-3"x0,131" NAILS OR 4-3" 14 GAGE STAPLES, "" CROWN 29. JOIST TO BAND JOIST OR RIM J015T 3-16d COMMON (3/2"x0.1629 OR END NAIL 4-10d BOX (3"x0.128") OR 4-3NO.131" NAILS OR 4-3" 14 GAGE STAPLES, J" CROWN 30, BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRU55 2-6d COMMON (2'/2"x0.131") OR EACH END, TOENAIL 2-10d BOX (3"x0.128") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, b" CROWN WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 31. 3/8" TO 1/2" 6d COMMON OR DEFORMED (2"x0.113") 6" 12" STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2004 edition with 2006 supplements Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be dean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 1/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min_ #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around comers or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. MASONRY: 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" and shall be constructed in accordance with ACI 530.1-02, "Specifications for Masonry Structures". 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall mixed to provide a slump between 8" to 11". 3. Mortar shall conform to ASTM C270 and be type M or S. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars - 15" min. #5 bars - 16" min. #6 bars - 30" min. #7 bars - 40" min. 6. Grout all cell containing vertical reinforcement in 6-0" maximum lifts. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry when wall height exceeds 6-0". 7. Beam reinforcement shall be continuous across control joints. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM Al 53, Class C, or ASTM 8695, Class 50, When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM All 53, Class C, ASTM 8695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STRUCTURALSTEEL: 1. All structural steel has been designed in accordance with AISC "Manual of Steel Construction" and shall be constructed accordance with AISC "Specification for Structural Steel Buildings", "Code of Standard Practice for Steel Buildings and Bridges", "Detailing for Steel Construction", and have the following designations: Welded connections AWS DIA Structural steel shapes, plates, etc. ASTM A36 Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A500 2. All structural steel connections and fabrication shall comply with AISC specifications. (REVISION (SUBFLOOR AND WALL) o Q Ix ad BOX OR DEFORMED (21/2"x0.113") (ROOF) 6" I2" � 21/2"xO.113" (SUBFLOOR AND WALL) 6" 12" 134" 16 GAGE STAPLES, 1116" CROWN (SUBFLOOR AND WALL) 4" all Z 23"x0.113" NAIL (ROOF) 411 8" O 13/4" 16 GAGE STAPLE 1116" CROWN (ROOF) 3" 6" 32. 19/32" TO 3/4" Sd COMMON (21/2"xO.131") OR bd DEFORMED (2"x0.113") 6" 12" 23/8"x0.113" NAIL OR 2" 16 GAGE STAPLE 1116" CROWN 4" 8" 33. 1/8" TO 1 1/4" 10d COMMON (3"x0.14V9 OR Sd DEFORMED (21/2"x0.131") 6" 12" OTHER EXTERIOR WALL SHEATHING 34. '/2" FIBERBOARD SHEATHING 1 1/2" GALVANIZED ROOFING NAIL (171r," HEAD DIAMETER) OR 3" (o" 1 i/4" 16 GAGE STAPLE WITH "' OR I" CROWN 35, 25/32" FIBERBOARD SHEATHING 13/4" GALVANIZED ROOFING NAIL (1116" HEAD DIAMETER) OR 3" (o1l 1 1/2" 16 GAGE STAPLE WITH rl' OR P CROWN WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 34" OR LESS 8d COMMON (21/2"x0.131") OR bd DEFORMED (2"x0.113") 6" 12" 31. 1/811 - I" Sd COMMON (21/2"x0.131') OR ad DEFORMED (2NO.131") 6" 12" 38. 11/811 - 11/4 10d COMMON (Yx0.148") OR Sd DEFORMED (21/2"xO.131") 6" 12" PANEL SIDING TO FRAMING 39. 1/2" OR LE55 6d CORROSION RESISTANT SIDING (11/8" x VOW OR 6" 12" bd CORROSION RESISTANT CASING (2"x0,099") 40. 5/8" Sd CORROSION RESISTANT SIDING !23/8" x 0.128) OR (o" 12" Sd CORROSION RESISTANT CASING (21/2"X0,113") INTERIOR PANELING 41, 1/4" 4d CA51NG (11/2"xOOW") OR 46 FINISH (11/2"x0.012") 6" 1211 42. 34 6d CASING (2"x0.099") OR 66 FINISH (PANEL SUPPORTS AT 24" O.C. 6" 12" STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2004 edition with 2006 supplements Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be dean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 1/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min_ #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around comers or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. MASONRY: 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" and shall be constructed in accordance with ACI 530.1-02, "Specifications for Masonry Structures". 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall mixed to provide a slump between 8" to 11". 3. Mortar shall conform to ASTM C270 and be type M or S. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars - 15" min. #5 bars - 16" min. #6 bars - 30" min. #7 bars - 40" min. 6. Grout all cell containing vertical reinforcement in 6-0" maximum lifts. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry when wall height exceeds 6-0". 7. Beam reinforcement shall be continuous across control joints. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM Al 53, Class C, or ASTM 8695, Class 50, When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM All 53, Class C, ASTM 8695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STRUCTURALSTEEL: 1. All structural steel has been designed in accordance with AISC "Manual of Steel Construction" and shall be constructed accordance with AISC "Specification for Structural Steel Buildings", "Code of Standard Practice for Steel Buildings and Bridges", "Detailing for Steel Construction", and have the following designations: Welded connections AWS DIA Structural steel shapes, plates, etc. ASTM A36 Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A500 2. All structural steel connections and fabrication shall comply with AISC specifications. (REVISION DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1602 S-3 15031 o Q Ix I• C' U M t a � N M L U U Z 44o V) oW O U �� W Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1602 S-3 15031 ELECTRICAL LEGEND i SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY 4 SWITCH, FOUR-WAY R SWITCH, RWE05TAT ` IIOV DUPLEX OUTLET 4 IIOV DUPLEX OUTLET w/ MOUNTING HEIGHT jWP 441�� IIOV DUPLEX OUTLET, WATERPROOF F IIOV DUPLEX OUTLET, FLOOR MOUNTED C IIOV DUPLEX OUTLET, CEILING MOUNTED IIOv DUPLEX OUTLET, HALF SWITCHED O;90V DUPLEX OUTLET ON DEDICATED CIRCUIT 0 220V OUTLET T IIOv DUPLEX OUTLET, ARC FAULT IIOv DUPLEX OUTLET, ARC FAULT, HALF SWITCHED $ IIOv DUPLEX OUTLET, GFI I EXHAUST FAN EXHAUST FAN w/ LIGHT I I O JUNCTION BOX I CEILING SPEAKER, BY 5Y5TEM5 CONTRACTOR © DOOR CHIME BUTTON © DOOR CHIME { SMOKE / CARBON MONOXIDE DETECTOR ParvCOM51NATION PHONE Tv OUTLET a PHONE ar" TV, CABLE l 40 LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB I LIGHT FIXTURE, CEILING MOUNTED I LIGHT FIXTURE, WALL MOUNTED i I F LIGHT FIXTURE, WALL MOUNTED FLUORESCENT LIGHT FIXTURE, UNDER CABINET MOUNTED I LIGHT FIXTURE, 2-48" BULB FLUORESCENT LIGHT FIXTURE, RECESSED STEP -E==PANEL50AR1), 12" TO TOP DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT t 84" CEILING FAN i i ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM AS REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 100% OF FIXTURES SHALL BE BULGED WITH HIGH -EFFICACY BULBS AS DEFINED BY FBC-ENERGY R404 ELECTRICAL CONTRACTOR SHALL MOUNT AND LABEL ALL DEVISE BOXES FOR OWNER APPROVAL PRIOR TO DRILLING FOR AND PULLING WIRE. FRF FLOOfR ELECTRICAL SCALE: 1/4".-1'-0" FL>4N NIL MIL (REVISIONS1 1-1-19 DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 E- 1 !'m O '�"j d�J W m W C!i N vj M L u W DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 E- 1 !'m I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - - _ J 5 COND FLOOR FLAN SCALE: 1/4 i' -O" A/C AREA = I,0fOb 5P. VISIONS DATE OF ISSUE 12-1-18 DRAWN BY: HGF SHEET NO. IM2 E-2 iso F U H M V `n N M F zu x� P-4 u U 4 W W Q DATE OF ISSUE 12-1-18 DRAWN BY: HGF SHEET NO. IM2 E-2 iso SILT FENCE w/ FILTER CLOTH �n (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES w MAX. 6'-0" O.G. FLOUJ �- GRADE I 00104 FENCE AFTER PLACING FENCE FIND LOADS I I 5TA< D TU 51DIT�- BARRIER BASIC WIND SPEED: WIND DESIGN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF.) ENCLOSED 29 FT. 26.5651 DEGREES (6:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS 1� ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(P5F) 1 10 T-1 SCALE: 3/4":l' -O" 1 20 14.0 -22.4 1 50 14.0 I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 1 100 14.0 -22.4 2 10 2, FENCE MAY BE REMOVED AT WORK AREAS DURING WORK -40.6 2 20 31.8 PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK 14.0 -32.2 2 100 PERIOD. -29.4 3 10 A55REVIATION5 -602 3 20 14.0 -56.0 A.C.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER HEATER MIN, MINIMUM ADJ, ADJACENT EL, ELEVATION N.I.C. NOT IN CONTRACT A/C AIR CONDITIONING: UNIT EXH. EXHAUST N.T.5. NOT TO SCALE ALT, ALTERNATE EXT. EXTERIOR O.C. ON CENTER ALUM, ALUMINUM FCS. FIBERGLASS OPNG. OPENINGS AWN, AWNING WINDOW FIN. FINISH PT PAINT BLK BLOCK FIN. CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE BOT. BOTTOM FIN. FLR FINISHED FLOOR P.T. PRE55URE TREATED BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED CAB, CABINET GL, 5K. GLASS BLOCK WINDOW READ. REQUIRED CPT, CARPET GW5 GYPSUM WALL BOARD R R15ER C.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN CL. CENTERLINE PGT. HEIGHT S.H. SINGLE HUNG WINDOW G.T. CERAMIC TILE WORZ. HORIZONTAL SWT. SHEET C.W. COLD WATER W.B. POSE BIBS SIM, SIMILAR CONC. CONCRETE H.W. HOT WATER 5L. SLOPE CM.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS CONT. CONTINUOUS INSUL. INSULATION 5%. STEEL C.J. CONTROL JOINT JAN, JANITOR TWK THICK CFM. CUBIC FEET PER MINUTE JT. JOINT TtG TONGUE AND GROOVE DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYR TYPICAL D15P. DISPENSER LAV. LAVATORY VERT, VERTICAL DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG. DRAWING MATL. MATERIAL W.I.C. WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGWB WATER RE515TANT GYPSUM WALLBOARD ELEC, ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CLOSET M.P. METAL PANEL UR. URINAL FIND LOADS I I WIND DESIGN PER FBC RESIDENTIAL 2011, TABLE 8301.2(2) LOT BASIC WIND SPEED: WIND DESIGN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF.) ENCLOSED 29 FT. 26.5651 DEGREES (6:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS 1� ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(P5F) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -22.4 1 100 14.0 -22.4 2 10 14.1 -40.6 2 20 31.8 -36.4 2 50 14.0 -32.2 2 100 14.0 -29.4 3 10 14.0 -602 3 20 14.0 -56.0 3 50 14.0 -50.4 3 100 14.0 -46.2 4 i0 25.5 -26.6 4 20 24.3 -26.6 4 50 22.8 -23B 4 100 21.1 -23B 5 10 25.5 -33.6 5 20 24.4 -30.8 5 50 22.8 -28.0 5 100 21.1 -26.6 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN TWE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRE55UREB 5"rMBOL5 NORTH ADDITION AND REMODELING 1802 S MINO ROAD ATLANTIC BEACH, FLORIDA S 89° 5'1' 19" III 10J010, �- - - ---- - - - - - - - - - - - - - - I I A 2 0. T I I i i I 1 I 1 I I I POST CONSTRUCTION: LOT 10,589 SF. w I "` r 1� 2,914 SF. CONCRETE, (DRIVE PATIO, WALK) Z INDICATES DIRECTION OF NORTH DRAWING NUMBER SECTION X SWEET NUMBER WWERE SECTION 15 DRAWN DETAIL X DRAWING NUMBER 4 _ SWEET NUMBER WW!=RE DETAIL 15 DRALLN A ELEVATION LETTER ELEVATIONS D A-5 5✓ SHEET NUMBER WHERE C ELEVATION 15 DRAWN DOOR DOOR NOMENCLATURE! 3648 - 3'-6" x 4'-3" WINDOW WINDOW NOMENCLATURE± 3648 - 3'4" x 4'-5" S 89' 53' II" E 100.0' iMFERVICU5 5U FACE CALCULATIONS: AREA: EXISTING: POST CONSTRUCTION: LOT 10,589 SF. 10,589 5F. HOUSE 2,063 S.F. 2,914 SF. CONCRETE, (DRIVE PATIO, WALK) 1,121 SF, 195 5F. EQUIPMENT PADS 9 SF. IS SF. TOTAL IMPERVIOUS SURFACE AREA 3,199 S.F. 3,181 S.F. % IMPERVIOUS 30.2% 35.8% RETENTION REQUIRED: V=CAR/12 V=.6 x 558 S.F. x 9.3/12 - 282 CRO RETENTION SHOWN =229 CF. p +558 5F. REMAINDER AVAILABLE = 1,501 SF.) SATURIBA DRIVE NEW51TE FLAN SCALE: 1/8" = I' -0" AIR CONDITIONED AREA FIRST FLOOR= 2,283 SF. SECOND FLOOR = 1,006 SF. PORCPES = 559 SF. GARAGES = 628 SF. COMMUNITY DEVELOPMENT DENIED INDEX OF DRAJING5. T -I TITLE SWEET, 51TE PLAN, DATA D-1 EXISTING AND DEMOLITION PLANS A -I FIRST FLOOR PLAN A-2 SECOND FLOOR PLANS A-3 ELEVATIONS A-4 ELEVATIONS A-5 BUILDING SECTIONS A-6 BUILDING SECTIONS A-8 BUILDING SECTIONS A-9 DETAILS 5-1 FOUNDATION PLAN, WIGH ROOF FRAMING PLAN, DETAILS 5-2 SECOND FLOOR AND LOW ROOF FRAMING PLAN 5-3 GARAGE FOUNDATION AND FRAMING PLANS 6-4 WOLDDOWN OPTIONS E -I FIRST FLOOR ELECTRICAL PLAN E-2 SECOND FLOOR ELECTRICAL PLAN BUILDING GODS SUMMER 1 - FLORIDA RESIDENTIAL CODE 2011 EDITION NATIONAL ELECTRIC CODE 2011 EDITION BUILD INCA DATA: FLORIDA BUILDING CODE OCCUPANCY CLASS RESIDENTIAL R3 CONSTRUCTION TYPE TYPE V, UNSPRINKLED HANDICAPPED ACCESSIBLE YES AREA UNDER ROOF INCLUDING PORCHES AND GARAGES 444 5F. OCCUPANT LOAD: TABLE 1004.1.1 200 SF. / PERSON OCCUPANT LOAD: 22 _ . A 101 VISIONS O M W N a M L � x PLO C� x C7 F'I Q cWn W 44 0 dw W F W n Q DATE OF ISSUE 12 -1 -IS DRAWN BY: HGP SHEET NO. 1802 T-1 18031 14'-4" 4'-0" 20'-04" EX15TIN I-LCCfR FLAN SCALE: 1/4 I'-0" __------_ I I I I I I CONC. SLAB TO BE REMOVED I I I — — — — — — — — — DOL I T I ON FLOOR FLAN SCALE: 1/4 I' -O" REVISIONS r- - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I i i I I DOL I T I ON FLOOR FLAN SCALE: 1/4 I' -O" REVISIONS DATE OF ISSUE 12-1-I8 DRAWN BY: HGP I SHEET NO:-� 1802 D-1 A H r"rl0 A � 0 w OZ AaU o� �W 0 H� U A � z Ln WLn U Ln m N N U m v z N 9- q��,in m W-1 U )RIVE To OVED, SEE AN �•j O UN M r U DATE OF ISSUE 12-1-I8 DRAWN BY: HGP I SHEET NO:-� 1802 D-1 45'-0" NW FI 5T FLC)CfR FLAN SCALE: 114"-P-011 AREA UNDER ROOF = 2095 5F. A/C AREA = 1,959 SF. )MENT ED VISION DATE OF ISSUE 12-1-18 DRAWN BY: HOP SHEET NO. 1802 A- 18031 5ECOND FICO FLAN SCALE: 1/4" = I' -0" A/C AREA = 1,006 5F. Wa (REVISION DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 A-2 H �i � m UW v� Vi a M a Hu �w w � Q DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 A-2 "NIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1iz" 50UTH ELEVATION SCALE: 1/4":I'-0" "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1i7" NOM. STRUCTURAL SHEATHING DECKING NAILED wl Sd RING SHANK NAILS e 6" O.C, AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP 0 3 16" O.C. ON &" CF. E MEMBRANE ON 'ANEL ON 2x4 STUDS r INSULATION, %" GWB -T SHINGLES ON 30" FELT ON %" lWEATHING DECKING NAILED w/ 8d 0 6" O.C, AT PANEL EDGES AND 4" OC AT COMPONENT AND 'RIP " 3 ARD, TTP, AP SIDING ON MOISTURE IOM. STRUCTURAL PANEL O.C. R-13 BATT INTERIOR -- -- -- -- ------ -- -- -- -- -- -- -- -- -- - - -- -- - -- -- -- -- TRUSS BEARING x3 CF. BATTENS to fb" O.C. ON a" CF, El PANEL ON MOISTURE MEMBRANE ON viz" NOM, STRUCTURAL PANEL ON 2x4 STUDS a 16" O.C. R-13 BATT INSULATION, 1/2" GWB INTERIOR 6" EXR05URE CF, LAO SIDING ON M015TURE MEMBRANE ON 'is " NOM. STRUCTURAL PANEL ON 2x4 STUDS a 16" O.C. R-13 BATT 12 INSULATION, viz" GWB INTERIOR 12 — ----- _— — — _— -- — -- -- -- -- — — — -- -- -- -- SECOND FLOOR "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON i2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS e 6" O.G. AT PANEL EDGES AND ® INTERMEDIATE AND 4" O.G AT COMPONENT AND CLADDING EDGE STRIP " 3 AIR DI _ — 2x6 CF. CORNERBOARD, TYP, 6" EXPOSURE GF, LAP 51DING ON M015TURE MEMBRANE ON 1/2" NOM, STRUCTURAL PANEL ON 2x4 STUDS a 16" O.C. R-13 BATT INSULATION, %" GWB INTERIOR GRAM — -- -- -- — --- -- — — — — -- -- -- -- — FIN. FLOOR EAST ELEVATION SCALE: 114" = I `-O" COMMUNITY DENIES -\f m VISIONS) H 1 10 W aIrl w F� W ASU Z Z N"'f ao 00 �-I V A Z Lnd- v 0 w LAU m N N V 4 N ~oma to31 L o ` LLf OU��m fL Ln OCQ�'t u (L Ri � O W Uj M N a L M � � U G, [� �q o W H W W � i WQ 1 DATE OF ISSUE 12-1-18 DRAWN BY: NGF I'-- -) SHEET NO. 1802 A-3 .UJE5T ELEVATION. SCALE: 1/4"=V-011 1NITYDEVELOPMEN )ENI EDT 4REVISIONS� % � O d �i U4: M W m f H pub w � m H �¢ w x DATE OF ISSUE 12-1-18 DRAWN BY: HGFD SHEET NO. 1802 A-4 Mom "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 11/2" NOM_ STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS 0 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP' 3 12 145" SIMF50N SDWC — SCREW 6 EA. TRUSS TO TOP PLATE 1-4" 6IMP50N SDWC -- SCREW s EA. STUD TO PLATE 1-4" SIMPSON SDWC — SCREW 9 EA. STUD TO \ 34" TAG ADVANTEX PLYWOOD DECK PLATE GLUED AND NAILED TO PREENGINEERED FLOOR M55ES to I-SIMP50N SDIIF SCREW w/ 16" O.C., TYP. I TUW PLATE e MAX 32" O.G. 2' NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA NEW VENTILATED SOFFIT, TYP. NEW OVERFRAMING ABOVE EXISTING TRUSSES CEMENT FIBER BOARD AND BATTEN SIDING ON ZIP MEMBRANE [/2"NOM. SHEATHING ON 2x4 STUDS a 16" O.C., R-13 BATT INSULATION, 1112" GWB INTERIOR, TYP, THICKENED EDGE w/ BAR CONT. EXISTING ION20" FOOTING w/ 2-"5 BARS TO REMAIN (:��5UILIDING5ECi(ON S-1 4-rJ' SCALE: I/2"=I'-0" EXISTING PREENGINEERED ROOF TRUSSES TO REMAIN 16'-8" 2 X IN EL G ATION A-5 SCALE: 1/2"=1'-0" VISIONS NEW FLOOR TRUSSES o �i � NEW U m W N Cir I-SIMP50N SDWCI5600 SCREW a EACH CONT. DOUBLE TO PLATE C7 W vWi o W END OF EACH TRU55 UNLESS OTHERWf 5E � D F W H 1-4" SIMPSON 5DWC SCREW ID EA. STUD TO PLATE NOTED AT ROOF FRAMING PLAN n, W REFRAME EXISTING WALL I-6" SIMP50N SDWC SCREW to Q I. REMOVE EXISTING FINfSHE5 AND O 1-4" SIMPSON SDWC 5CREW 9 EA. STUD TO INSULATION. 8 PLATE 2. SHORE EXISTING TRUSSES. e 3. CUEXISTING DOUBLE TOP PLATE EXISTING DOUBLE TOP PLATE TO BE CUT FOR NEW FULL HEIGHT STUDS _O 0 AND IN x4STUDS SUPPORT NEW SECOND FLOOR, Z � } V 4. SUPPORT EXISTING DOUBLE TOP z PLAT AND EXISTING ROOF TRUSSES NEW 2x4 FULL HEIGHT WITH ADDITIONAL 5TUD5 OR REMOVE EXISTING w EXISTING SILL PLATE t0 REMAIN I-SIMP5ON HH HEADER HANGER SHEATHING DOWN TO Lu/11-106AY' EACH END STUD5 AND FRAME, SEE Q N EA. STUD TO SILL PLATE FRAMING ELEVATION 2/A-5 � e --I r ` V 1-4" SIMPSON SDWC H ~ HOLDD01N a MAX, 32" O.C. SCREW 9 EA, STUD TO IF NECESSARY, INSTALL NEW PLATE 4" T441CK 3000 F51 FIBER REINFORCED SLAB PIN - 1/2"0 x 16" REBAR VERIFY EXISTING SILL CON{3RETE SLAB ON D MIL PVC VAPOR SET 4" INTO EXISTING SLAB w/ Z HOLDDOWN is MAX. 32" O.C. BARRIER ON 96% MODIFIED PROCTOR SIMPSON SET EPDXY B MAX. 24" IF NECESSARY, INSTALL NEW COMPACTED FILL w! RMITE TREATMENT, OC., TYP, SIMPSON 1112"x6" TfTEN 5CREW5 w TYP. FIN, FLOOR ON 2" WASHERS THICKENED EDGE w/ BAR CONT. EXISTING ION20" FOOTING w/ 2-"5 BARS TO REMAIN (:��5UILIDING5ECi(ON S-1 4-rJ' SCALE: I/2"=I'-0" EXISTING PREENGINEERED ROOF TRUSSES TO REMAIN 16'-8" 2 X IN EL G ATION A-5 SCALE: 1/2"=1'-0" VISIONS NEW FLOOR TRUSSES o �i � NEW U m W N Cir N� CONT. DOUBLE TO PLATE C7 W vWi o W � W � D F W H 1-4" SIMPSON 5DWC SCREW ID EA. STUD TO PLATE EXISTING ROOF TRUSSES TO REMAIN W O I-6" SIMP50N SDWC SCREW to A TOP PLAT= TO EXISTING TRUSS O 1-4" SIMPSON SDWC 5CREW 9 EA. STUD TO ^ PLATE F--1 EXISTING DOUBLE TOP PLATE TO BE CUT FOR NEW FULL HEIGHT STUDS 0 NEW 2x4 STUD AT EACH EXISTING TRU55 TO REMAIN � } V NEW 2x4 FULL HEIGHT STUDS a 16" O.C. w EXISTING SILL PLATE t0 REMAIN Z 1-4" SIMP50N SDWC SCREW -0 Q N EA. STUD TO SILL PLATE � e --I r ` V VERIFY EXISTING SILL H ~ HOLDD01N a MAX, 32" O.C. IF NECESSARY, INSTALL NEW [� SIMPSON I/2"x6" TITEN SCREWS w ON 2" WASHERS Z 12 "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS 6 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP M 3 L2--0" K/ . VERIFY EXISTING HOLDDOWNS AT EACH EXISTING TRUSS 1-4" SIMPSON SDWC SCREW m EA. STUD TO PLATE VERIFY EXISTING SILL 14OLDDOWN 9 MAX. 32" O.C. IF NECESSARY, INSTALL NEW 51MP50N 1112"x6" TITEN SCREWS w ON 2" WASHERS i NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA CUT BACK EXISTING OVERHANG FROM 2'-4" TO 2'-O" ALL AROUND VENTILATED SOFFIT EXISTING STUD WALL TO REMAIN. REMOVE EXISTING SIDING, FRAME NEW OPEN(NG5 AND CLOSE EXISTING OPENINGS, INSTALL NEW VAPOR BARRIER OVER EXISTING %" TI -11 SHEATHING AND INSTALL NEW 6" EXPOSURE CF. LAP SIDING FIN. FLOOR GRADE EXISTING ION20" FOOTING w/ 2-05 BARS TO REMAIN �. o �i � U \ f U m W N Cir N� m U � C7 W vWi o W � W � D F W DATE OF ISSUE 12-Z-12 DRAWN BY: HGP SHEET NO. 1802 A-5 ® 10031 "HIGH WIND" ASPHALT SPIN NOM. STRUCTURAL 5HEATHII RING SHANK NAILS ID 6" Ox INTERMEDIATE AND 4" O.0 CLADDING EDGE STRIP K 3 1. 2'-0" I. GRADE NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA "NIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 12" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS o 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 .E5 ON 30" FELT ON 112" i DECKING NAILED w/ 8d AT PANEL EDGES AND r COMPONENT AND STA I R "NIGH WIND" ASPHALT SHINGLES ON 30" FELT ON I12" NOM, STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP "3 -400 I-6" 5INF50N 5DWC SCREW 8 EA. TRU55 TO TOP PLATE 1-4" SIMPSON SDWC SCREW a EA. STUD TO PLATE / / / / / / / / / / / / PROVIDE CODE COMPLIANT STAIR GUARD 3/4" NG ADVANTEX P RAILS, HANDRAIL5 AND RAILS AT LANDINGS GLUED AND NAILED ' \ AND DECKS, SEE 8311.1.8 AND 8311.83. RAILING PREENGINEERED FLC \ SELECTION BY OWNER. � I6" O.C., TYP, \ 14 L \/ 13 / \ 12 _� r GREAT ROc L / / s 4 2 5UILD N 5 CT(ON A-S/ SCALE: 1/2"=I'-011 z 6" EXPOSU TYVEK OR E< STRUCTURAL 51- "REVISIONS) Ln 0 LU U .n m N C4 N s U � N Q m VOq UfK m= ct) � (p OU� m USO �'m �Q�cnL U (L Ri DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 A-6 C� 18031 "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1,12" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS is 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP Y 3 1-6" 51MP50N 5DWC— SCREW s EA. TRU55 TO TOP PLATE 1-4" SIMPSON 5DWC — SCREW tv EA. STUD TO PLATE 314" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES tv I6" O.G., TYP. 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA VENTILATED SOFFIT, TTP. "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS 9 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP Y 3 NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA Ix3 CF. BATTENS a 16" O.G. ON a" CF. PANEL ON MOISTURE MEMBRANE ON %" NOM. STRUCTURAL PANEL ON 2x4 STUDS ® 16" O.C. R-13 BATT INSULATION, 1/2" GWB INTERIOR "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON %" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP R 3 NEW METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA NEW VENTILATED SOFFIT, TYP, Ix3 CF. BATTENS a 16" O.C. ON P" CF. PANEL ON MOISTURE MEMBRANE ON 1i7" NOM. STRUCTURAL PANEL ON 2x4 STUDS 9 16" O.C. R-13 BATT INSULATION, 1/2" GWB INTERIOR 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. GRADE E 'REVISIONS' - __ DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 A-7 18031 O � U m W �/} N M a u < 0 �4 4 W W - __ DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 A-7 18031 WEATHER RE51STANT FOLD LINE CUT LINE, TYP, WASTE EDGE OF ROUGH OPENING FOLD LINE `!%"x3ll/2" HARDI TRIM WINDOW 5/"x(o" HARDI TRIM WINDOW Nc)' T 4LLATION 1. VERIFY THE OPENING I$ PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESI5TI'✓E BARRIER: MAKE A 6" CUT UP FROM EACH TOP COF2NER OF OPENING AT 450 ANGLE TO ALLOW THE WI_ATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIF:D CUTS UP AT 450 FROM BOTTOM CORNERS, MAKI° LAST CUT UP AT CENTER TO TOP CUT. 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAMBS AND SILL, TAPE UP AT HEAD EXTERIOR. 5. INSTALL SILL SHIMS A5 REQUIRED BY WINDOW MANUFACTURER. 6. INSERT WINDOW IN OP?NING AND SHIM, LEVEL AND FA51EN AS REQUIRED BY WINDOW MANUFACTURER 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 6. APPLY SIDE FLA5HINCS TAPE AT JAM55 AND AT 45' CUTS AT HEAD.. 9. INSTALL HARDI PLANK: TRIM AT SILL, JAM55 AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 1/2" PAST EDGE OF JAMB TF'IM. 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. GLUB CAULKIN CAULKIN X112" GWB CAULKIN GWB HEAD 51LL STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK SIDIWS w/ 11/4" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARDI TRIM DO NOT SEAL WINDOW WINDOW BITUMINOUS TAPE SEALANT 5/4" x 3�i2" HARDI TRIM SEALANT STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARDI PLANK SIDING w/ 11/4" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK SIDING w/ 11/4" LAP WINDOW IN5TALLATION = HA E)I f=LAN< SCALE: 3"=I'-0" HEAVE FL45HING, T� 4 - SCALE: 3"= I' -0" (GABLE FLASHING SIM.) INSTALL CONT, AT ALL EAVE AND GABLE LOCATIONS IRAL PANEL ROOF DECK 4DERLAYMENT 41NGLE5 METAL DRIP ON P.T. Ix2 ON 2x(p FASCIA, TYP, ALL LOCATIONS ,_ROOF ffi WALL FLA5HIN , T�'f=. SCALE: Y=1'-0" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY 4ROOF WALL FL45HIN , T� F. -8 SCALE: YmI'-0" INSTALL CONT, AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW 51LL5 41NG F DECK 0 IONS) Ln v e s v w u Ln 0,11m Ln U � F 4 q Z � u OUmwmm Q�pZ R W I Q t U p=1=9Q61.� Ulm �m m I r O I 1 / WEATHER RE51STANT FOLD LINE CUT LINE, TYP, WASTE EDGE OF ROUGH OPENING FOLD LINE `!%"x3ll/2" HARDI TRIM WINDOW 5/"x(o" HARDI TRIM WINDOW Nc)' T 4LLATION 1. VERIFY THE OPENING I$ PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. CUT WEATHER RESI5TI'✓E BARRIER: MAKE A 6" CUT UP FROM EACH TOP COF2NER OF OPENING AT 450 ANGLE TO ALLOW THE WI_ATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIF:D CUTS UP AT 450 FROM BOTTOM CORNERS, MAKI° LAST CUT UP AT CENTER TO TOP CUT. 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAMBS AND SILL, TAPE UP AT HEAD EXTERIOR. 5. INSTALL SILL SHIMS A5 REQUIRED BY WINDOW MANUFACTURER. 6. INSERT WINDOW IN OP?NING AND SHIM, LEVEL AND FA51EN AS REQUIRED BY WINDOW MANUFACTURER 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 6. APPLY SIDE FLA5HINCS TAPE AT JAM55 AND AT 45' CUTS AT HEAD.. 9. INSTALL HARDI PLANK: TRIM AT SILL, JAM55 AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 1/2" PAST EDGE OF JAMB TF'IM. 11. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. GLUB CAULKIN CAULKIN X112" GWB CAULKIN GWB HEAD 51LL STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK SIDIWS w/ 11/4" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 31/2" HARDI TRIM DO NOT SEAL WINDOW WINDOW BITUMINOUS TAPE SEALANT 5/4" x 3�i2" HARDI TRIM SEALANT STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARDI PLANK SIDING w/ 11/4" LAP WINDOW SEALANT 5/4" x 6" HARDI TRIM SEALANT STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK SIDING w/ 11/4" LAP WINDOW IN5TALLATION = HA E)I f=LAN< SCALE: 3"=I'-0" HEAVE FL45HING, T� 4 - SCALE: 3"= I' -0" (GABLE FLASHING SIM.) INSTALL CONT, AT ALL EAVE AND GABLE LOCATIONS IRAL PANEL ROOF DECK 4DERLAYMENT 41NGLE5 METAL DRIP ON P.T. Ix2 ON 2x(p FASCIA, TYP, ALL LOCATIONS ,_ROOF ffi WALL FLA5HIN , T�'f=. SCALE: Y=1'-0" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY 4ROOF WALL FL45HIN , T� F. -8 SCALE: YmI'-0" INSTALL CONT, AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW 51LL5 41NG F DECK 0 IONS) Ln v e s v w u Ln 0,11m Ln U � F 4 q Z � u OUmwmm Q�pZ R W I Q t U p=1=9Q61.� Ulm �m m DATE OF ISSUE 12-i-18 DRAWN BY: HGP O N a Ln M Ln � U a L x W o uTHf�1 vWWi W W Q DATE OF ISSUE 12-i-18 DRAWN BY: HGP T -----------------------------------------------•---------------------------------, I I { ®� t Ir 1 II I II i 11 1 LI ' L -I j , , I II { I1 1 r I 1 I r 5IMP50N ABU66 ON 1/2 "0 THREADED ROD EMBEDDED 1" INTO NEW SLAB w/12 -16d TO POST, TYP. EA, P05T 1 I II 1 II I tl 1 II 1 11 1 it 1 II 1 Il 1 II 1 II 1 II 1 -t-}-- 1 DOWN `II 31%" DR F 1I \1 II I It t II ! i ! fl I rJJ ' it I II 1 I I II I I { Z--------- --------------+ ® i 1 I I t I r------------------------ ---------------------------------------------------------------------I 1 1 r ---------------------------------- ------------------cc 1 � I 1 1 1 I ) I I MUD I t 1 I I t I I 1 i I I 1 I I I { { 1 - 7 t EX15TING 4" THICK CONCRETE I I j SLAB TO REMAIN I I I I I I I I I I I I 1 I I � I i i I I I I I I j I I I , I S -I 6 I i �1 11 t T--'-------------------------------------------- T,_L---------- ----- --- ---------------------------�� j ----------------- ----- ---------------- I i 0 SLAB TO BE REMOVED i ' 1II-----------------------------J-----L-------- ' I I I I --------------- �t-------------------------i-� * I I I I i I I I I I I 1, 11 1 I I 1 { 1 I I It I j------- 1 IfI I I I ! I I t { T { I { I I I { I i 1t I { I i I I I I I ' I ' I ' f I EXISTING 4" THICK CONCRETE SLAB TO REMAIN 1i {i 1 i S-1 ' I I { I I I I F•T------- ------------------------------- -------T-t Q SLAB TO BE REMOVED ---------- ----- -- -------- I I !------------------- ------ '-{ I 1 1 , i 1 { ! I I I I i 1 1 L , I i , II I 4" THICK 3000 PSI FIBER REINFORCED 31%" DROP I CONCRETE SLAB ON 10 MIL PVC VAPOR I I II BARRIER ON 96% MODIFIED PROCTOR r_______________J- j COMPACTED FILL w/ TERMITE TREATMENT,! r -------------- I L--------------- L ----------------1L-- �1 I I �1 I I I COORDINATE SLAB PIN - li 4, x 16" REBAR I I 2 KITCHEN LAYOUT 1 ! SET 4" INTO EXISTING SLAB w/ 1 WITH FINAL KITCHEN I I 31/ -"DROP SIMPSON SET EPDXY MAX, '!4" DESIGN j 1 . _. O.C., TYP. , 1 II I1 i t�i iiiI I ---------------------i -� -r� ---------------I� r - ,I `--- --------------------------------------------------------- EXISTING ----------------------- 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON CYo% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. u 3000 PSI REINFORCED 61 CONC. w/ 2-5 BARS EA. WAY Ly ji irml SCALE: 3/4" =1' -0" LI I EXISTING 4" THICK CONCRETE I I SLAB TO REMAIN A/C ' II ii r---------------------- -- ---- ----------- --------------------------------------1 o- I i t cl 4 � SIM. n II � It II II II II ii II -wz' II VARIES v4RIES i I I i I I I I I 1 1 i t ! I 1 I I I o 4 I i EXISTING PLUMBING I FIXTURE LOCATIONS I I I I TO REMAIN I I it { 11 i II ! 11 1--- - --------------- ---- ------------ -------- L - - - - - - - -� 1 L--------------------- -------------------------- -5--- T ----------- ------- ---- S-I SLAB PIN - 112"0 x 16" REBAR — SET 4" INTO EXISTING SLAB w/ SIMPSON SET EPDXY a MAX. 24" O.G., TYP. EXISTING NEW REMOVE FACE OF EXISTING F EDGE CMU I� II = 11 II II t] I 1 tl It 4" THICK 3000 Pail FIBER REINFORCED i I CONCRETE SLAB �ON 10 MIL PVC VAPOR I I BARRIER ON 969. MODIFIED PROCTOR 1 I COMPACTED FILL w/ TERMITE TREATMENT, j TYP. I I II it II II tl -------------- ----- --------------------- -U/77/7 -------------ji =--==F==-----_________—__�---------------------jI I 1 -5 A-6 w z 4" THICK 3000 F'SI FIBER REINFORCED u CONCRETE SLAB ON 8 MIL. PVC VAPOR EXISTING 1LNEW BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. D I 1 C it v o v [.I vp v - EXISTING 10"x20 w/ 2-5 BARS TO REMAIN I'-8" TWO STORY 3-15 CONT. 6 INT ICR POOTIN 5 THIO NEID 5LAE3INTERIOR 5-1 SCALE: 3/4"=1'-0" 5-1 SCALE: 3/4`:i'-0" SLAB PIN - 11/2"0 x 12" REBAR SET 4" INTO EXISTING SLAB w/ SIMPSON SET EPDXY e MAX. 24" O.C., TYP. 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 9690 MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 05 BAR CONT. I' 4 GARAGE FOOTING 5-1 SCALE: 3/4":i'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED 121 CONC. w/ 1-05 BAR CONT--' T4G N D 5LAE3 SCALE: 3/4"=I' -O" i i r NOM. STRUCTURAL SHEATHING DECKING NAILED ' w/ ad RING SHANK NAILS 9 6" O.C. AT PANEL ' EDGES AND INTERMEDIATE AND 4" O.0 AT ' COMPONENT AND CLADDING EDGE STRIP 3, ON PERENGINEERED TRUSSES 5TA 100F FRAMING FLA SCALE: I/4" = I' -0" -- -- -- ----____ ..... ---- ---- --- ---- 2------ 2x-2x8/2/2 / I , I i -2x4/1 1 , I � � I N 5TRUC ruRAL SHEATHING JDECKIN4 NAILED ----- w/ ad RING SWANK NAIL 9 6" O. . AT PANEL ` EAND IN ERMEDI TE AND " O.0 A ` COM M NENT A ID CLAD ING EDGE STRIP 3, ON , PERE (NEE TRUSSS ' i SIMPSON ABU66 ON `h , 1114 THREADED ROD I -2x4/1/1--------- - ----- 1-2x4/l/I I-2x4/VI EMBEDDED 1" INTO NEW SLAB w/12 -16d TO POST, TYP. EA. POST I I I I I i n I �t ' I r , I I I I , I i i ' 2-2x8 /2 � � I i ' I I I I I � I 1,2x4 /1 cn I 2x4/1/1 I 7IN ��EN ` Z-2 8/2/2 2-2x 2/2 2-\2x'8/2\ 2x812 ' ' i' ` ` I � I I N STRU URAL S AT GI DECKI NAILED W/ ad G SH NAIL 6" O . AT L EDGEAND IN ER4-1EDI TE AND " O.0 A I COPi ENT A D GLA ING E E STRIP 3 ON EXISTING NEW REMOVE FACE OF EXISTING PtRE GINEE TRUSS S T EDGE CMU X ' ` X I 4" THICK 3000 PSI FIBER REINFORCED ' CONCRETE SLAB ON 10 MIL PVC VAPOR SLAB PM -'�z°o x 9 REBAR SET i ' BARRIER ON 9690 MODIFIED PROCTOR 4" INTO EXISTING FOOTING w/SIMPSON SET EPDXY is MAX. 24" COMPACTED FILL w/ TERMITE TREATMENT, O.C., TYP. ' 3-12' ` TYP. , 1-51MP50N ACE (MAX) ,l- w/20 -16d NAILS TO POST t 2� ------ ---- ---- -----� --------1-----� -- --- ------ 14-16d TO BEAM, TYP. 2 05 BARS CONT. H IGH ROOF FIRX I ING FLAN SCALE: 4" THICK 3000 P51 FIBER REINFORCED EXISTING 10"x20 w/ 2-05 CONCRETE SLAB ON 10 MIL PVC VAPOR BARS TO REMAIN RRI RD(6L MODIFIED PROTOBARRIER 'JFI-ENT, TYP. INTERIOR FOOTING 5-1 SCALE: 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, SLAB PIN - 1/2"0 x 9 REBAR SET 4" INTO EXISTING FOOTING w/ SIMPSON SET EPDXY a MAX. 24" O.C., TYP, GRADE 2-05 BARS CONT. EXISTING 10"x20 w/ 2-5 BARS TO REMAIN 3GA RAGE FOOTING 5-1 SCALE: 3/4"=1'-0" 05 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-5 BARS TO REMAIN GARAGE FOOTING 2 SCALE: 3/4":1'-0" 5-1 3-"5 BARS CONT. io Ti FiGAL THICX NED 5LAE3 5-1 SCALE: 3/4"=1'-0" VERIFY ANCHOR BOLTS AT EX15TING FOOTINGS. MIN. 32" O.G. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-15 BARS TO REMAIN EX15TING XT IO FOOTING IONS i O � (, i i V M w N m x LL t� X i 4 N wEn W4 O�-orA i i �¢w -2x8/2/2 1 /2X8/2/2 � � I i ' I I I I I � I 1,2x4 /1 cn I 2x4/1/1 I 7IN ��EN ` Z-2 8/2/2 2-2x 2/2 2-\2x'8/2\ 2x812 ' ' i' ` ` I � I I N STRU URAL S AT GI DECKI NAILED W/ ad G SH NAIL 6" O . AT L EDGEAND IN ER4-1EDI TE AND " O.0 A I COPi ENT A D GLA ING E E STRIP 3 ON EXISTING NEW REMOVE FACE OF EXISTING PtRE GINEE TRUSS S T EDGE CMU X ' ` X I 4" THICK 3000 PSI FIBER REINFORCED ' CONCRETE SLAB ON 10 MIL PVC VAPOR SLAB PM -'�z°o x 9 REBAR SET i ' BARRIER ON 9690 MODIFIED PROCTOR 4" INTO EXISTING FOOTING w/SIMPSON SET EPDXY is MAX. 24" COMPACTED FILL w/ TERMITE TREATMENT, O.C., TYP. ' 3-12' ` TYP. , 1-51MP50N ACE (MAX) ,l- w/20 -16d NAILS TO POST t 2� ------ ---- ---- -----� --------1-----� -- --- ------ 14-16d TO BEAM, TYP. 2 05 BARS CONT. H IGH ROOF FIRX I ING FLAN SCALE: 4" THICK 3000 P51 FIBER REINFORCED EXISTING 10"x20 w/ 2-05 CONCRETE SLAB ON 10 MIL PVC VAPOR BARS TO REMAIN RRI RD(6L MODIFIED PROTOBARRIER 'JFI-ENT, TYP. INTERIOR FOOTING 5-1 SCALE: 3/4"=1'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, SLAB PIN - 1/2"0 x 9 REBAR SET 4" INTO EXISTING FOOTING w/ SIMPSON SET EPDXY a MAX. 24" O.C., TYP, GRADE 2-05 BARS CONT. EXISTING 10"x20 w/ 2-5 BARS TO REMAIN 3GA RAGE FOOTING 5-1 SCALE: 3/4"=1'-0" 05 BAR CONT. SLAB AND SLAB EDGE BLOCK TO BE REMOVED EXISTING 8" CMU TO REMAIN. CLEAN CORE IF NOT POURED EXISTING 10"x20 w/ 2-5 BARS TO REMAIN GARAGE FOOTING 2 SCALE: 3/4":1'-0" 5-1 3-"5 BARS CONT. io Ti FiGAL THICX NED 5LAE3 5-1 SCALE: 3/4"=1'-0" VERIFY ANCHOR BOLTS AT EX15TING FOOTINGS. MIN. 32" O.G. AND MAX. 8" FROM WALL ENDS EXISTING 10"x20 w/ 2-15 BARS TO REMAIN EX15TING XT IO FOOTING IONS DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 S-1 18031 � O � (, U V M w N m LL t� 4 N wEn W4 O�-orA �¢w W 4 Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. 1802 S-1 18031 665 5F. / 600 = 1.11 S.F. 4' OFF RIDGE ROOF VENT = .13 S.F. PER VENT INSTALL 2-4' VENTS I ��ei I I \ \ I I , -I = --------------- , \ `�------- " / ` \ I I I — — — — — — — — — — -- Ll ------------- L'------------- ` I 665 SF. / 600 = 1,11 SF. f I 4' OFF RIDGE ROOF VENT = .13 SF. I PER VENT \\ I INSTALL 2-4' VENTS ° \ I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / I \ I 00 / VENTILATION FLAN SCALE: 1/4 I'-0" OVERFIRP I. AT AREA COVE UNDERLAYME14T, CURRENT REG!UIF 2. INSTALL NEW 2 w/ SIMF60N 5D6 3. ALL NEW RIX NEW OVERFRAMIN 4. ALL RAFTER, I I-SIMPSON L530 i 5. NEW DECK 514I NAILED PER COC 6. AT AREAS BE WATER SHIELD OI i, AT AREAS ABS RECOMMENDED L 8. INSTALL SHINC I-SIMPSON ACE (MAX) w/20-Ibd NAILS TO PC 14-16d TO BEAM, TYP. I-51MP5ON AC6 (MIN) w/16 -16d NAILS TO PO; 14-16d TO BEAM, TYP. I-SIMP60N AC6 (MIN) w/16 -16d NAILS TO PO4, 14-16d TO BEAM, TYP, I-SIMP50N ACE (MAX) w/20 -16d NAILS TO PO: 14-I(od TO BEAM, TYP. SECOND PL00 / LOIS F,,00P PRAMING FLAN SCALE: 1/4" = I'-0" N ACE (MAX) NAILS TO P05T 4 7 BEAM, TYP. )N AC6 (MIN) NAILS TO P05T 4 BEAM, TYP. d ACE (MAX) NAILS TO POST 4 BEAM, TYP, 0 0 0 00 ONS x U W A& ----- -- --------------------- -------------- - — — — — — — — — — — — — --r o \ y \\ 1,260 SF. / 600 = 2.1 SF. W 4' OFF RIDGE ROOF M VENT = 13 S.F. PER VENT /L --- `\ INSTALL 3-4' VENTS L 665 S.F. I/ I.II SF. 00 = 4' OFF R� GE ROOF VENT R1 E .i3 SF. R VENT FRIDG---------- r INSTALL I -VENTS ' �a I ��ei I I \ \ I I , -I = --------------- , \ `�------- " / ` \ I I I — — — — — — — — — — -- Ll ------------- L'------------- ` I 665 SF. / 600 = 1,11 SF. f I 4' OFF RIDGE ROOF VENT = .13 SF. I PER VENT \\ I INSTALL 2-4' VENTS ° \ I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / I \ I 00 / VENTILATION FLAN SCALE: 1/4 I'-0" OVERFIRP I. AT AREA COVE UNDERLAYME14T, CURRENT REG!UIF 2. INSTALL NEW 2 w/ SIMF60N 5D6 3. ALL NEW RIX NEW OVERFRAMIN 4. ALL RAFTER, I I-SIMPSON L530 i 5. NEW DECK 514I NAILED PER COC 6. AT AREAS BE WATER SHIELD OI i, AT AREAS ABS RECOMMENDED L 8. INSTALL SHINC I-SIMPSON ACE (MAX) w/20-Ibd NAILS TO PC 14-16d TO BEAM, TYP. I-51MP5ON AC6 (MIN) w/16 -16d NAILS TO PO; 14-16d TO BEAM, TYP. I-SIMP60N AC6 (MIN) w/16 -16d NAILS TO PO4, 14-16d TO BEAM, TYP, I-SIMP50N ACE (MAX) w/20 -16d NAILS TO PO: 14-I(od TO BEAM, TYP. SECOND PL00 / LOIS F,,00P PRAMING FLAN SCALE: 1/4" = I'-0" N ACE (MAX) NAILS TO P05T 4 7 BEAM, TYP. )N AC6 (MIN) NAILS TO P05T 4 BEAM, TYP. d ACE (MAX) NAILS TO POST 4 BEAM, TYP, 0 0 0 00 ONS x U W A& DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 S-2 © 15031 � o M W M g g �a 0 ¢w Wau: H w 4 DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 S-2 © 15031 P,45TENING 5GHED�LE DESCRIPTION OF BUILDING ELEMENT 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW BLOCKING BETWEEN RAFTERS OR TRUSSES NOT AT WALL TOP PLATE, TO TRUSS OR RAFTER FLAT BLOCKING TO TRUSS AND WEB FILLER 2, CEILING JOISTS TO TOP PLATE 3. CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTERS, LAP OVER PARTITION NO THRUST) (SEE SECTION 23081.3.1, TABLE 2308.1.3.1) 4. CEILING JOISTS ATTACHED TO PARALLEL RAFTERS, (HEEL JOINT), (SEE SECTION 2306.1.3.1, TABLE 2308.1.3.1) 5. COLLAR TIE TO RAFTER 6. RAFTER OR ROOF TRUSS TO TOP PLATE(5EE SECTION 2308.1.5, TABLE 2308.1;5) 1. ROOF RAFTER TO RIDGE VALLEY OR NIP RAFTERS OR ROOF RAFTERS TO 2" RIDGE BEAM 8, STUD TO STUD (NOT AT BRACED WALL PANEL) 9. STUD TO STUD (NOT AT BRACED WALL PANEL) 10. BUILT-UP HEADER (2" TO 12" HEADER) 11, CONTINUOUS HEADER TO STUD 12. TOP PLATE TO TOP PLATE 13. TOP PLATE TO TOP PLATE AT END JOINTS 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT BRACED WALL PANEL)5TUD TO STUD (NOT AT BRACED WALL PANEL) 15, BOTTOM PLATE TO JOIST, RIM JOIST, BAND J015T OR BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD AT BRACED WALL PANEL 16. STUD TO TOP OR BOTTOM PLATE 11. TOP OR BOTTOM PLATE TO STUD 15, TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 19. I" BRACE AT EACH STUD AND PLATE 20. 1x(o SHEATHING AT EACH BEARING 21. Ix8 AND WIDER SHEATHING AT EACH BEARING REPRODUCED FROM FBG TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND E6UIVALENTS) NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 4-10d BOX (3"x0.128'9 OR DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER ROOF 4-3" 14 GAGE STAPLES, "' CROWN 12" FLOOR 3-8d (2112"x0.121") OR EACH END, TOENAIL 22. JOIST TO SILL, TOP PLATE OR GIRDER 3-6d COMMON (21/2"x0.131") OR 3-10d BOX (3"x0.128") OR 4-3" 14 GAGE STAPLES, 11' CROWN 12" 3-I6d COMMON (3112"xO.162") OR 3-10d BOX (3"x0.128") OR 3-3"x3.131" NAILS OR all 3-3"xO.131" NAILS OR (SUBFLOOR AND WALL) 3-3"x0.131" NAILS OR 3-3" 13 GGE STAPLES, a" CROWN 3-10d COMMON 13'/2"x0.148"9 OR TOENAIL 3-16d BOX (31/2"xO.135") OR 3-3" 13 GAGE STAPLES, �&" CROWN 2-8d COMMON (21%"x0.121") OR EACH END, TOENAIL 23. RIM JOIST. BAND JOIST OR BLOCKING TO TOP PLATE, ad COMMON (21/1"x0.131") OR 2-3"x0.131" NAILS OR 24" O.C. FACE NAIL 10d (3"x0.148") OR SILL OR OTHER FRAMING BELOW loci BOX (3NO.128") OR 2-14 GAGE STAPLES 3-3" 14 GAGE STAPLES, a" CROWN I6d COMMON (3112"x0.162") 3"x0.131" NAILS OR I6d BOX (34/2"xO.135") 12" O.C. FACE NAIL 3"xO31" NAILS 12" D.G. FACE NAIL 3" 14 GAGE STAPLES, �(," CROWN 2-16d COMMON (3112"xO.162") OR END NAIL 24, 1x6 SUBFLOOR OR LESS TO EACH JOIST 2-Sd COMMON (2/2"x0.131") OR 3-3NO,131" NAILS OR 4-5d COMMON (2/2"x0,131") ITOENAIL 3-3" GAGE STAPLES I6d COMMON (34/2"x0.162") 16" O.C. FACE NAIL 2-I0d BOX (3"x0.128) I6d COMMON (31%"x0.162") a 6" O.C. YxO.131" NAILS a 6" O.C. FACE NAIL 25, 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (31/2"xO.162") 26. 2" PLANKS (PLANK & BEAM - FLOOR E ROOF) 2-I6d COMMON (31/2"x0.162") 3-14 GAGE STAPLES a 6" O.G. 12-I0d BOX (3NO.128") OR NAIL (MINIMUM 24" LAP SPLICE 3-6d (2�/2"x0.121") OR EACH JOIST, TOENAIL 21. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4NO.192") 3 -loci BOX (3NO.1269 OR ll it 16" O.C. FACE NAIL I6d (3112x3.135") OR 12" O.C. FACE NAIL YxO.13P NAILS OR SPACING AND LOCATION TOENAIL 8" O.G. TOENAIL FACE NAIL FACE NAIL EACH BEARING, FACE NAIL 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OFF051TE 51DES 3-3 x0.131 NAILS OR loci BOX (3"x0.128") OR 24" O.G. FACE NAIL TOP AND BOTTOM STAGGERED 3-3" 14 GAGE STAPLES, �6" CROWN 3"x0.131" NAILS OR ON OPPOSITE SIDES 3-16d (3112"xO.162") OR FACE NAIL 3" 14 GAGE STAPLES, �(," CROWN 4-106 BOX (3"x0.128") OR AND ENDS AND AT EACH SPLICE, 4-3NO.131" NAILS OR 2-20d COMMON l4"x0.192"9 OR FACE NAILS 4-3" 14 GAGE STAPLES, J" CROWN 3- BOX (3"x0.128") OR PER TABLE 2308.1.3.0 FACE NAIL 3-3NO.131" NAILS OR 3-3" 14 GAGE STAPLES, i' CROWN 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (34/2"x0.1(62") OR EACH J015T OR RAFTER, FACE NAIL 3-10d (3"x0.148") OR FACE NAIL 4-10d BOX (3"x0.128'9 OR 4-3NO.131" NAILS OR 8d BOX OR DEFORMED (Z4/2"x0.113") 4-3" 14 GAGE STAPLES, "' CROWN 12" 3-I0d (Yx0.148") OR TOENAIL 3-I6d BOX (34/2"x0.135") OR 4-10d BOX (3"x0128") OR 2'%"x0.113" (SUBFLOOR AND WALL) 4-3" 14 GAGE STAPLES, 11' CROWN 12" 3-I6d COMMON (3112"xO.162") OR END NAIL 3-134 BOX (3"x0.128") OR all 3-3"xO.131" NAILS OR (SUBFLOOR AND WALL) 3-3" 14 GAGE STAPLES, �,," CROWN U Q W 3-10d COMMON 13'/2"x0.148"9 OR TOENAIL 3-16d BOX (31/2"xO.135") OR 8" 4-3"x0.131" NAILS OR 13j4" 16 GAGE STAPLE 1/16" CROWN (ROOF) 4-3" 14 GAGE STAPLES, I'll GROWN b" I6d COMMON (31/2"x0.162") 24" O.C. FACE NAIL 10d (3"x0.148") OR 16" O.C. FACE NAIL 3"x031" OR 6d DEFORMED (2"xO.113") 3-3" 14 GAGE STAPLES, a" CROWN I6d COMMON (3112"x0.162") 16" O.C. FACE NAIL I6d BOX (34/2"xO.135") 12" O.C. FACE NAIL 3"xO31" NAILS 12" D.G. FACE NAIL 3-3" 14 GAGE STAPLES, I'" CROWN I6d COMMON (3112 "x0.162") 16" O.G. EACH EDGE FACE NAIL I6d BOX (34/2"xO.135") 12" O.C. EACH EDGE FACE NAIL 4-5d COMMON (2/2"x0,131") ITOENAIL 4-10d BOX (3NO.128") I6d COMMON (34/2"x0.162") 16" O.C. FACE NAIL loci BOX (3NO.128") OR 12" O.C. FACE NAIL 3-3NO31" OR 3-3" 14 GAGE STAPLES, CROWN 8-164 COMMON (3112"x3.162") OR EACH 51DE OF END JOINT, FACE 12-I0d BOX (3NO.128") OR NAIL (MINIMUM 24" LAP SPLICE 12-3"xO.131" NAILS OR LENGTH EACH 51DE OF EACH 12-3" 14 GAGE STAPLES, J" CROWN JOINT) I6d COMMON (31/2"x0.162") 16" O.C. FACE NAIL I6d (3112x3.135") OR 12" O.C. FACE NAIL YxO.13P NAILS OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3-3" 14 GAGE STAPLES, 1" CROWN ad COMMON 124/2"x0.131"1 OR 8-I66 COMMON (3412"xO.162") OR EACH SIDE OF END JOINT, FACE 12-1O6 BOX (3"x0.128") OR NAIL (MINIMUM 24" LAP SPLICE I2-3NO.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, "" CROWN JOINT) 4-8d COMMON (2112"x3.131") OR TOENAIL 4-10d BOX (3"x0.128") OR ad DEFORMED l2"x0.131") 4-3"x3.131" NAILS OR 4-3" 13 GAGE STAPLES, fl" CROWN lod COMMON (3"x0.148") OR 2-166 COMMON (31112"x0.162") OR END NAIL 3-106 BOX (3"x3.128") OR ad DEFORMED 1Zi112"x0.131"1 3-3"x0.131" NAILS OR 3-3" 13 GAGE STAPLES, J" CROWN 39. 1/2" OR LESS 2-164 COMMON (34/2"x0Ao2") OR END NAIL 3-1Od BOX (3"x0.128") OR 3-3"x3.131" NAILS OR 3-3" 13 GAGE STAPLES,CROWN 2-I6d COMMON (31/2"x0.162") OR FACE NAIL 3-104 BOX (3"x3.128") OR 40. 5/8" 3-3"x0.131' NAILS OR (o" 3-3" 13 GAGE STAPLES, "' CROWN WALL 2-8d COMMON (24/2"x3.131") OR FACE NAIL 2-1Od BOX 0NO.128") OR 2-3NO.I31" NAILS OR INTERIOR PANELING 2-3" 13 GAGE STAPLES, 6" CROWN 41. 4/4" 2-5d COMMON (24/2"x3.131") OR FACE NAIL 2-10d BOX (3"x0.128") 3-6d COMMON (21/2"x0.131") OR FACE NAIL 3-1Od BOX (3"x0.128") 42. 3/g" 4-I0d BOX (Yx0.128") OR 4-3"xO.131" NAILS OR 4-3" 14 GAGE STAPLES, 1" CROWN 29. JOIST TO BAND JOIST OR RIM J015T 3-I6d COMMON (3112"x0.162") OR END NAIL 4-10d BOX (3"x4.128") OR 4-3"xO.131" NAILS OR 4-3" 14 GAGE STAPLES, "" CROWN 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRUSS 2-8d COMMON (24/2"x0.131") OR EACH END, TOENAIL 2-14d BOX (3"x3.128") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, J" CROWN WOOD STRUCTURAL PANELS (1115P), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 31. 3/6" TO 112" (o6 COMMON OR DEFORMED (2"x0.113") 6" 12" STRUCTURAL NOTES: 1. it is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. Alt details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2004 edition with 2006 supplements Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 1/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min, #7 bars - 46" min. 14. Reinforcing in footings shall be bent around comers or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. MASONRY: 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" and shall be constructed in accordance with ACI 530.1-02, "Specifications for Masonry Structures". 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall mixed to provide a slump between 8" to 11 ". 3, Mortar shall conform to ASTM C270 and be type M or S. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars - 15" min. #5 bars - 16" min. #6 bars - 30" min. #7 bars - 40" min. 6. Grout all cell containing vertical reinforcement in 6-0" maximum lifts. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry when wall height exceeds 6-0". 7. Beam reinforcement shall be continuous across control joints. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACO treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM Al 53, Class C, or ASTM 8695, Class 50, When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM Al 53, Class C, ASTM 8695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STRUCTURAL STEEL: 1. All structural steel has been designed in accordance with AISC "Manual of Steel Construction" and shall ructed accordance with AISC "Specification for Structural Steel Buildings", "Code of Standard Practice for St 1$uil in and Bridges", "Detailing for Steel Construction", and have the following designations: Welded connections AWS D1.1 Structural steel shapes, plates, etc. ASTM A36 Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A500 v 2. All structural steel connections and fabrication shall comply with AISC specifications. ' d� C VISION A O W A a 0 w W A aU Z 0� Z 1�"1 00 ~ 0000 Z ' 1�1 CA �r 0 U U m U Q �LLI O U � � 0-�-aa� (SUBFLOOR AND WALL) O 8d BOX OR DEFORMED (Z4/2"x0.113") 6" 12" N a N y (ROOF) a 2'%"x0.113" (SUBFLOOR AND WALL) 6" 12" u 13j4" 16 GAGE STAPLES, 1/16" CROWN 4" all (SUBFLOOR AND WALL) ^ U Q W 23%"x0.113" NAIL (ROOF) 4" 8" W 13j4" 16 GAGE STAPLE 1/16" CROWN (ROOF) 3" b" 32. 19/32" TO 3/4" ad COMMON (24/2"xO.131") OR 6" 12" 6d DEFORMED (2"xO.113") 234a"x0.113" NAIL OR 4" 8" 2" 16 GAGE STAPLE 1116" CROWN 33. 1/8" TO 1 1/4" 10d COMMON (3"x0.148") OR 6" 12" Sd DEFORMED (2'/2"xO.131") OTHER EXTERIOR WALL SHEATHING 34. 4/2" FIBERBOARD SHEATHING 1 4/2" GALVANIZED ROOFING NAIL (fil° HEAD DIAMETER) OR 3" (o" 1 4/4" 16 GAGE STAPLE WITH �" OR P CROWN 35. 25/32" FIBERBOARD SHEATHING 1114" GALVANIZED ROOFING NAIL (1/16" HEAD 3" (o" DIAMETER) OR 1 1/2" 16 GAGE STAPLE WITH I'" OR I" CROWN WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 3j4" OR LE55 ad COMMON 124/2"x0.131"1 OR 6" 12" (od DEFORMED ONO.IiY) 31. l/B" -P ad COMMON (24112"x3.131") OR (o" 12" ad DEFORMED l2"x0.131") 38. 11/5" - 14/4" lod COMMON (3"x0.148") OR 6" 12" ad DEFORMED 1Zi112"x0.131"1 PANEL SIDING TO FRAMING 39. 1/2" OR LESS 6d CORROSION RESISTANT SIDING (II/s" x 6" 12" 0.106) OR loci CORROSION RESISTANT CASING (2"x0,099") 40. 5/8" Sd CORROSION RESISTANT SIDING (23118" x (o" 12" 0.128) OR ed CORRO61ON RESISTANT CASING (24/2 "x0,113") INTERIOR PANELING 41. 4/4" 4d CASING (14112"x3.080") OR 6" 12" 4d FINISH (11/2"x3.012") 42. 3/g" 6d CASING (2"x0.099") OR 6" 12" bd FINISH (PANEL SUPPORTS AT 24" O.C. STRUCTURAL NOTES: 1. it is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. Alt details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2004 edition with 2006 supplements Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 1/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min, #7 bars - 46" min. 14. Reinforcing in footings shall be bent around comers or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. MASONRY: 1. All masonry has been designed in accordance with ACI 530-02, "Building Code Requirements for Masonry Structures" and shall be constructed in accordance with ACI 530.1-02, "Specifications for Masonry Structures". 2. Grout shall conform to ASTM C476 with a minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall mixed to provide a slump between 8" to 11 ". 3, Mortar shall conform to ASTM C270 and be type M or S. 4. Concrete Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 5. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars - 15" min. #5 bars - 16" min. #6 bars - 30" min. #7 bars - 40" min. 6. Grout all cell containing vertical reinforcement in 6-0" maximum lifts. Provide cleanouts per ACI 530.1-02 in the bottom course of masonry when wall height exceeds 6-0". 7. Beam reinforcement shall be continuous across control joints. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACO treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM Al 53, Class C, or ASTM 8695, Class 50, When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM Al 53, Class C, ASTM 8695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STRUCTURAL STEEL: 1. All structural steel has been designed in accordance with AISC "Manual of Steel Construction" and shall ructed accordance with AISC "Specification for Structural Steel Buildings", "Code of Standard Practice for St 1$uil in and Bridges", "Detailing for Steel Construction", and have the following designations: Welded connections AWS D1.1 Structural steel shapes, plates, etc. ASTM A36 Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A500 v 2. All structural steel connections and fabrication shall comply with AISC specifications. ' d� C VISION A O W A a 0 w W A aU Z 0� Z 1�"1 00 ~ 0000 Z ' 1�1 CA �r 0 U U m U Q �LLI O U � � 0-�-aa� DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 S-3 18031 O � N a N y a U c� u W g MN � ^ U Q W .J Q � W � DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. 1802 S-3 18031 ELECTRICAL LEGEND $ SWITCH, SINGLE POLE $3 SWITCH, THREE-WAY 4 $ SWITCH, FOUR-WAY $R SWITCH, RHEOSTAT 110v DUPLEX OUTLET 4 110V DUPLEX OUTLET w/ MOUNTING HEIGHT WP IIOV DUPLEX OUTLET, WATERPROOF F C� IIOV DUPLEX OUTLET, FLOOR MOUNTED C 110V DUPLEX OUTLET, CEILING MOUNTED IIOV DUPLEX OUTLET, HALF SWITCHED ;00V DUPLEX OUTLET ON DEDICATED CIRCUIT 220V OUTLET T IIOV DUPLEX OUTLET, ARC FAULT IIOV DUPLEX OUTLET, ARC FAULT, HALF SWITCHED $ IIOV DUPLEX OUTLET, GPI G EXHAUST FAN EXHAUST FAN w/ LIGHT O JUNCTION BOX ® CEILING SPEAKER, BY SYSTEMS CONTRACTOR © DOOR CHIME BUTTON © DOOR CHIME SMOKE / CARBON MONOXIDE DETECTOR P&tvCOMBINATION PHONE TV OUTLET A PHONE Iry TV, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MATED LIGHT FIXTURE, WALL MOUNTED F LIGHT FIXTURE, WALL MOUNTED FLUORESCENT i LIGHT FIXTURE, UNDER CABINET MOUNTED } LIGHT FIXTURE, 2-48" BULB FLUORESCENT LIGHT FIXTURE, RECI=SSED STEP -==PANELBOARD, 12" TO TOP DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT 84" CEILING FAN t r ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM AS RECUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 100% OF FIXTURES SHALL BE BULGED WITH HIGH -EFFICACY BULBS AS DEFINED BY FBC-ENERGY R404 ELECTRICAL CONTRACTOR SHALL MOUNT AND LABEL ALL DEVISE BOXES FOR OWNER APPROVAL PRIOR TO DRILLING FOR AND PULLING WIRE. I I I I I I { I I I I I I i F I 5T FLOOR ELECT FRICAL IL,4N SCALE: 1/4" =1' -O" !REVISIONS d z 0 W 0 DATE OF ISSUE 12-1-1$ DRAWN BY: PGP SHEET NO. 1802 E-1 , , , , , , , , , I I I ; I i I I i ; I � I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J L-----_ 5ECCND FLOOR FLAN SCALE: 1/4°=P-0" A/C AREA = I0ft SF. REVISIONS DATE OF ISSUE 12 -1 -IS DRAWN BY: PGF SHEET NO. 1502 E-2 ® 18031 o � � � Uom U W N a N V � N x W�� z �g o H W DATE OF ISSUE 12 -1 -IS DRAWN BY: PGF SHEET NO. 1502 E-2 ® 18031