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EXIST. .III � II III o (2)2X10 SII RIDGE III <C d- BEAM II (2) 2X12 BEAM I N .III III � Pi II 11 L:2y 2X4 OUTLOOKERS ROOF FLAN SCALE: 1/4" = 1'-0" EXIST. � II ----J I I 1, 2X12 BEAM -2X4 POST (2) 1 3/4" X II -7/8" LVL REVISION DATE 1 dded Ledger Detail 8/13/Iq 04 WF4IL N v � aim W �pJ z ;Na Aht Aff d z � o � Q v � Lu Q � Q �s � o� o � GL 0 DATE July 22, 201 Q PROJ. MGR BB DRAWN BY EP CHECKED BY SHEET TITLESHEET # Deck Framing C' Roof Plans s Details (2) SIMPSON "MSTA36" STRAP or EG. @) BEAM EA. SIDE 4X4 P.T. S1`P#2 POST TO CENTER OF RIDGE BEAM (2) SIMPSON "MSTA36"—/ STRAP or EG. BEAM EA. SIDE (2) 1 i" X II 8" L\v/L BEAM OAO r-. 1. '0 T r++L t- Ut) I (TYP. ALL POST) (2) SIMPSON "ABU(96" BASE or EG. (T)"P. ALL POST) 2X� ROOF RAFTERC 24" O.G. 12 2 MA7 E X I E GEILING FINISH— T 1-11 OR IX& TSG FIBERGLASS SHINGLES OVER 30# FELT (MATGH EXIST. RES I DENGE) 1/2" GDX PLYWOOD ROOF DEGK. W/ 8d R I NGT SHANK NAILS � 4" o.c. ON EDGES, 6" o.c. IN FIELD (U.O.N.) H2 5A g EAS. RAFTER V--- 2X6 FASCIA W/ ALUM. SOFFIT d (2) 2X12 P.T. BEAM (SFF DRIP TO MATCH EXISTING MULTI- MEMBER DETAIL SHEET a3) PORCH EA\/E SECTION 4X4 P.T. SYP#2 POST TO CENTER OF RIDGE BEAM (2) 2X12 BEAM SEE MULTIPLE MEMBER DETAIL SHEET o3 SIMPSON "HUS212-2" SEE MULTIPLE MEMBER DETAIL SHEET a3 CONGRETE FOUNDATION CORNER POST � RIDGE BEAM DETAIL (TYP. EA. CORNER) N.T.S. SCALE: 3/4" = I' -O" SIMPSON "HUS22-2" HANGER or EG. © BEAM —(2) 2X12 BEAM SEE MULTIPLE MEMBER DETAIL SHEET a3 ,212-2" S�. ® BEAM TS I TRFX DECKING O' HYDRO -STOP HYDROSTOP WATERPROOF SYE N BUILT-IN SLEEPf OVER J" PLYWO( SECOND FLOOD' DECK FIRA„IING PLAN SCALE: 1/4" = I' -O" (2) 2X12 BEAM I EXIST. EXIST. I I III Ili IL— 111 MATCH MATGH I L _ J 1 . EX15T. EXIST. I' III � 11 III w (2)2X10 o X11 RIDGE (2) 2X12 BEAM 1 IL111 < BEAM 111 (2) 2X12 BEAM 111 N ® I 111 111 \ I1 2 2X8 LEDGER a4 DETAIL (3)2x8 P.T. — BEAM -O'-14" r--1 No (2)2x8 P.T. BEAM w 11 1(3)2x8 P.T. � BEAM 4'-0" 4'-0" T'-6" -1'-611 MAIN DECK FRAMING Irl.. AN SCALE: 1/4" = 1'-0" -ol 2X4 2X4 I' -O° OUTLOOKERS POST (2) 13/4"XII -7/8" LVL ROOF PLAN SCALE: I/4" = 1'-0" 2X8 LEDGER DETAIL 2x8 P.T.- LEDGER L 01 rqw"16 2x8 P.T. LEDGER (3)2x8 P.T.,--� BEAM NPNI , off-INil (2)2x8 P.T. BEAM a TREX DEGKI NG J 2X6 P.T. JO I STS ® 12 ItO.C. OFFICE COPY REVISION BP# &C-0`0496-2 DATE / 0`7 / SIGNED k?i v _ A U G 1 4 2019 wilding Department City of Atlantic a VISION DATE dded Ledger Detail 8/13/19 �J (i> m } T) v LL D_ Q O � OL ❑❑ N < DATE July 22, 201 q PROJ. MGR BB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Deck Framing C7 $ Roof Plans $ Details i General Structural Notes: 1. Codes: Florida Building Code 2014, American Concrete Institute, American Institute of Timber Construction. 2. Live Loads: Roof: 20 psf Floor: 40 psf Stair: 40 psf 3. Wind Load Notes: Codes: Florida Building Code 2014 and ASCE-7-10 Ultimate Design Wind Speed: 130 mph Wind Importance Factor: I = 1.0 Building Category: II Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = +.18 or -.18 Wind Pressure to Components/ Claddings (Mean Roof Height 25') U End Zone = 8 Zone Effective wind area sf Wind loads psf) Positive Suction Interior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 -40.2 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +39.1 -51.3 50 +36.7 -46.3 100 +34.9 -42.6 NOTE; AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 4. Allowable Soil Bearing: 2500 psf S. Soil Compaction: Soil under slab on grade and foundation shall be -compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. 6. Materials: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM Al 85 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts (#2 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E 7. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 21 #5 bars & smaller 1 1/211 All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. Pioneer Dr a � La t A Sistt��K st Re9a5�`e, Jacob Ave M o ` D St Gavagan Rd E St intucket Ave F St Charles Ave Mayport Coastal Sciences Middle Schcol K y 9 q,7dder Rd Grande Ave , 9 sr Q �. P,� n o en Cay Ave 7p� p 3 10 v v ° ry a p o m V u n .., 'ark * Co j Cceanwalk Dr S �s aQ�O9a St Assisi Ln OJECT 20th sr L. ATION 4n,"'cd 19th St 19th St oER d o 2268 .\MayPorr q o P o o o c p saturiba Dr N LIN PfizOJEC'."fi LOCATION GEE 4ERAL. NOT E: 1. THE GONSI-RUGTI ON WORK SHALL COMPLY WITH ALL FEDERAL, S -FATE AND LOCAL RE6ULATIONS AS THEY APPLY TO THIS PROJECT ALON6 WITH ALL THE REOU I REMENITS OF THE STANDARD BU I LD I NOGODE, SOUTHERN BJILDIN6 CODE GON6RESS INTERNATIONAL, LATEST ED l l -I ONS. 2. PROVIDE 6.F.1. CIRCUITS AT ALL OUTSIDE AND BATHROOM �REGEPTAGLES. 3. DO NOT SCALE THE DRANI NOS. DIMENSIONS SHALL 6OVERN IN ALL INSTANCES. REPORT ANY DISGREPANC,IES TO THE ARCHITECT IN NRITIN6 BEFORE PROGEED I N6 N I TH THE NORK. 4. PLANS ASSUME A SOIL BEAR I R6 GAPAG I TY OF 2,500P.S.F. IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN NRITIN6 BEFORE PROGEEDIN6 KITH THE NORK. 5. ALL CONCRETE SHALL AGHIEVE 2,500 P.S.I. BEARING CAPACITY 11''x( 28 DAYS. ALL CONCRETE SHALL BE READY -MIXED IN ACCORDANCE N 1 TH A.S.T. SPEC, IF I GATT ONS. 6. ALL REI NFORG I N6 STEELSHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. -615 GRADE 60. . L 16HT BROOM FINISH ALL S I DENALKS, STAIRS AND RAMPS, 5GO RE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. SEE ARGHITECTUIZAL FLOOR PLAN FOR PATTERNS AND GON5TRUCTI ON JO I NTS. 8. PROVIDE Y4" ASPHALT I MPRE6NATED EXPANSION JOINT WHEREVER CONCRETE SLAB BUTTS AND VERTICAL S'TRUGTURE. ci. ALL LUMBER IN CONTACT KITH MASONRY OR CONCRETE c ->HALL BE PRESSURE TREATED. 10. SUBGONT`zAGTORS SHALL BE RESPONSIBLE FOR PROTEGTI NG ADJAGENT STRUCTURES, EOU I PMENT, STREETS, S I DENALKS, LAND5GAP I N6 AND EX I STI N6 GONSTRUGTI ON. 11. CERAMIC, TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (MIDI) .6, EXTERIOR USES AND INTERIOR USES AND INTERIOR - NET, COEFFICIENT OF FRICTION MIN .8 UN6LAZED. 12. THIS ISA BUILDER'S SET OF CONSTRUCTION DRAW I N65. IT 15 NOT THE INTENT OF THESE DRAM I NGS TO SHOD EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLY I N6 ADD I TI ONA AND/OR SUPPLEMENTAL INFORMATION REOU I RED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RESPONS I B I LTY TO CHECK, VERIFY AND COORD I NATE DIMENSIONS, BEAR I N6 POINTS AMD LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF '�-,ONSTRUGTI ON REOU I RED TO COMPLETE THIS PROJECT. ALL FINISH AND EOU I PMENT SELEGTI ONS SHALL BE VERIFIED N I TH THE ONNER/ BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE NORK THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND I RRI 6ATI ON LINES AND REPORT ANY GONFLIGT KITH THIS SET OF PLANS IN NRITIN6 TO THE ARCHITECT. N N 87004127" E 120. ' 79' • 1 N 86°15138" E 50.00 - - -__•-.,_.._...-•---•---•- I W- -E WINTER 1sumr 1 S I � � TWO-STORY i BRICK 6ARA6E EXIST. LIVINGO ! PAVER SPACE \ N/ WALK DO r PAVER DRIVEWAY CONC EXIST. IN PAD PAVER ° WALK TWO-STORY / I BRICK 4 WOOD NEW PAVERESIDENCE COVERED • I R ; '� �`�__-'' --�` ONCRETE ' WALK ( ROCK WATER #2210 / FEATURE � \� NE , � • � `. WOOD D K NEW FIRE • PIT LO� C\1 / C) ' °33'20" W 50.0 S 86 51TE FLAN SCALE: I " = 20' INDEX OF DfRAUJING5 Drawing # Title al 51te Plan, Project Data, Location Maps, $ General Notes a2 Floor $ Electrical Plans 03 Elevations 4 Details ael Foundation Plan $ Sections 05 Deck Framing $ Roof Plans Details Covered I65 SF Scruare Footac2e Information: 43,756 First Floor Deck Bldg. I � 2 Covered 2bcl SF Uncovered 644 SF Second Floor Deck Porch Covered I65 SF Uncovered ci4 SF Structure I -le i ght 4 Number of Stories: Mean Roof Height ±22'-5" SF Number of Stories 2 FroJect Area Informaf_inn- Existing Lot Goveroge Iq,q % Site Area 43,756 SF Bldg. I � 2 3,5-12 SF Pavers 5,800 SF Porch 283 SF New Deck ci83 SF Fire Pit 144 SF Nater Feature -760 SF oTo i rro oseci Lot Coveracje ci,842 SF Proposed Lot Goverage 22.5% Type of Construction: Type VB -2 Unprotected Unsprinkled Occupancy Glass: Residential Group R5 Fro j ect Scope: New 2 -Story Residence E lectr i ca I Note- ELECTRICAL ote:ELEGTRIGAL D I A6RAM DRANN FOR PROPOSED LAYOUT ONLY. ALL ELECTRICAL WORK MUST MEET ALL CODES AND RESTRICTIONS. ARG -FAULT IN ALL DNELL I N6 UNITS. FROJ ICT D ATA REVISION F• �OD F„ W °° W N� A �(y) • J F �LL n ¢a A 0m P 0Z p�q d N 00 °0 Q O O @� Z O 0 Q � W Q � Q n(35) � O O IX � CL 0 DATE DATE -July 22, 201 cl PROJ. MGR BB DRAWN BY 65 CHECKED BY SHEET TITLE SHEET # Site Plan, Project Data, Q Location Maps, � General ' Notes MOISTURE BARRIER OR WEATHER WRAP INSTALLATION PER CODE 3(6" OSB or EGU,6 W i NDOW TO BE SET IN FRAMED ROUGH OPENING WEATHER WRAP TAPE INSTALLED OVER BARRIER AND OVERLAPPING SILL LUMBER OF FRAMED OPENING WEATHER BARRIERTO BE INSTALLED PER CODE OVERLAPPING ROUGH OPENING LUMBER WHERE NEEDED ROUGH LUMBER FORMING FRAMED OPENING -%&" OSB or EQUAL WEATHER WRAP TAPE INSTALLED OVER BARRIER AND OVERLAPPING SILL LUMBER OF FRAMED OPENING VINYL OR HARD I LAP SIDING APPLIAGTION TO MEET CODE -i(6" OSB or EQUAL SEGONDARY WEATHER TAPE TO BE INSTALLED OVER ENTIRE WINDOW FLANGE PER CODE. VINYL OR HARD I LAP SIDING APPLIAGTION TO MEET CODE WINDOW $ DOOR OFTEN I NG5 (LAP S I D I NO SCALE: N.T.S. 3 PLY BEAM N (3) ROWS 12d COMMON WIRE ® 12" o.c. EA. SIDE MULTI -ELY LVL NAILING PATTERN (1) ROW 10d NAILS 6" o.c. STA66ERED (1) ROW IOd NAILS 4" o.c. 5TA66ERED PARALLAM PSL BEAM, SEE PLAN FOR # OF PLIES (3) ROWS J"(P HEX HEAD THRU BOLTS w/ HEX NUTS s WASHERS @ 24" ox— PARALLAM BEAM SPL I GE (3) ROW 10d NAILS 8" ox— 5TA66ERED 2X4 2X6 2X8 NAILING PATTERN NAILING PATTERN NAILING PATTERN NOTES: I. TYP. GONNEGTION @ STUD COLUMNS, AGK -TO -KING ASSEMBLIES, CORNER POST, ETG. 2. SPEGIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS. ATTAGHMENT OF MULTI -PLY MEMBERS - 0- i 1 4- r J -x 1 1 V I SCALE: 1/4" = 1'-0" ,B CORBEL BY MILLWORK OR iIMILAR I 2 PLY Rafters psf DL BEAM 16" o.c. 24" o.c. 2X6 17'-0" 151-111 N 2X8 22'-5" IQ' -5" " COX PLYWOOD FLITGH. (2) ROWS 12d COMMON FASTEN w/ CONSTRUCTION ADHESIVE 4 NAILED WIRE ® 12" o.c. EA. SIDE 3 PLY BEAM N (3) ROWS 12d COMMON WIRE ® 12" o.c. EA. SIDE MULTI -ELY LVL NAILING PATTERN (1) ROW 10d NAILS 6" o.c. STA66ERED (1) ROW IOd NAILS 4" o.c. 5TA66ERED PARALLAM PSL BEAM, SEE PLAN FOR # OF PLIES (3) ROWS J"(P HEX HEAD THRU BOLTS w/ HEX NUTS s WASHERS @ 24" ox— PARALLAM BEAM SPL I GE (3) ROW 10d NAILS 8" ox— 5TA66ERED 2X4 2X6 2X8 NAILING PATTERN NAILING PATTERN NAILING PATTERN NOTES: I. TYP. GONNEGTION @ STUD COLUMNS, AGK -TO -KING ASSEMBLIES, CORNER POST, ETG. 2. SPEGIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS. ATTAGHMENT OF MULTI -PLY MEMBERS - 0- i 1 4- r J -x 1 1 V I SCALE: 1/4" = 1'-0" ,B CORBEL BY MILLWORK OR iIMILAR I CONVENTIONAL FRAME ROOF AREAS- SHI N6LE ROOFS Span Tables for No Ceiling Load- 2 PLY BEAM Rafters psf DL 2X10 OR 2X12 16" o.c. 24" o.c. 2X6 17'-0" 151-111 N 2X8 22'-5" IQ' -5" " COX PLYWOOD FLITGH. 2X10 26'-0" FASTEN w/ CONSTRUCTION ADHESIVE 4 NAILED (2) ROWS dbd 17'-O" COMMON 26-0" 24'-4" WIRE ® 12" o.c. 2X12 EA. SIDE MOOD FL I TGH BEAM DENOTED AS HIOF OR H12F CONVENTIONAL FRAME ROOF AREAS- SHI N6LE ROOFS Span Tables for No Ceiling Load- No. 2 SYP 20 psf, 10 Rafters psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2X6 17'-0" 151-111 12'-4" 2X8 22'-5" IQ' -5" 15'-10" 2X10 26'-0" 23'-2" 18' -II" Span Tables for No. 2 SYP Rafters- No Ceiling Joist- Drywa I I Ceiling- 20 psf LL, 15 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2X10 24'-10" 21'-6" 17'-6" 2X12 26'-0" 25'-2" 20-6" Span Tables for No. 2 SYP Ceiling Joist - 20 psf, 10 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2x4 C11-1011 8'- I I " 7'-8" 2X6 15'-6" 13'-6" 111-011 2X8 201-11117'-5" 14'-2" 2X10 24'-0" 20'-a" 17'-O" 2X12 26-0" 24'-4" IQ' -10" Span Tables for No. 2 40 psf, 10 SYP Floor psf DL Joist - SIZE 12" o.c. 16" O.C. 24" o.c. 2X6 valleys shall be one (1) nominal size larger than adjoining rafter. 81-611 2X8 14'-2" 12'-10" III -Oil 2X10 18'-0" 161-111 13'-2" 2X12 21'-q" 18'-10" 151-4" ROOF FRAMING NOTES: I. Clip rafters to each bearing point W SST-H2.5A Clips up to 10' span. For greater than 10' span use Simpson LT512. W 2. All ridges and valleys shall be one (1) nominal size larger than adjoining rafter. 3. Nail rafters to ceiling .joists with (4) .15111 x 3 4" nails. 4. Nail rafters to plates with (5) I6d common nails. 5. All rafters and ceiling joists shall be No. 2 SYP. 2nd FLi?. GLG. LJL-J TO 2nd �-----_-- — • — — . — . — . — . _- — . — — — PLR. 15t - — — — — — — — — — — — PLR. GLG. MAIN FLR. REAR ELEVATION SCALE: 1/4" = 1'-0" REVISION DATE m zLL N O -�z LU CD O � O GL Moo (N DATE July 22, 201 cl PROD. MGR BB DRAWN BY 65 CHECKED BY SHEET TITLE SHEET # 3 levotions Q Detai Is 0 0 0D W NN A �m • J eLL Qd U Oz W � N �O O a0 0 DATE m zLL N O -�z LU CD O � O GL Moo (N DATE July 22, 201 cl PROD. MGR BB DRAWN BY 65 CHECKED BY SHEET TITLE SHEET # 3 levotions Q Detai Is _ 1 o FTG. W (3) #5 EX I ST I N6 REBAR EA. WAY FQ i i I I I- 1-- -J J j TITAN DECK IZ FOOT ANCHOR - L I �' I T I DP662 36 "X36 "X 12" i ® FTG. W (3) #5 REBAR EAS. WAY I 36 "X36 "Xl2" , FT6. W (3) #5 a5 REBAR EAS. WADY r \ZI -" -1 I- -i L_ _ J L I 36 "X36 "X 12" - I" -7'-6" PT6. w/ (3) #5 " REBAR EA. WAY SEE "ALTERNATE GOUMN FOOTER -I [Ida] I ® DETAIL" THIS SHEET 4'-0" IL _['-611 FOUNDATION FOOTING;& FLAN SCALE: 1/4" = 1'-0" HURRIGANE GL I P- H2 5A 24"X24"X 12 GONG . FT6 . Vel/ (3) #3 EAS. WA "r (3) 2X8 BEAM 6 XC P.T. POST ALTERNATE COL.U„IN FOOTER DETAIL SGALE: I" - 1'-O" TREKS FLEXIBLE FASCIA (3) TITAN D ANCHOR 2X4 SYP OUTLOOKERS © 24" O.G. W/ (8) 8d $ (1) H2.5 1/2" PLYWOOD DE6KIN6- Sd RIN65HANK NAIL5- £3d ® 4" O.G. AT EDGE_4_7 8d 010" O.G. IN FIELD A.P.A. RATED SHEATHING TO MATCH ROOF SHEATHING H2.5A GEILIN6 FINISH - T 1-11 OR IX6 T�6 (2) 1 3/4" X 11 -7/5" - LVL (2) MSTA24 ----. 6X6 P.T. POST 2X12 FASCIA (2) MSTA36 EA. SIDE T�M"' KINe :'.T. DECK > (§ 12" O.G. 2) 2X8 N/ (2) 5/8" THRU- BOLT BLOCK SHEATHING EDGES WITHIN 4' OF GABLE END ARCHITECTURAL 5HIN6LE5 OVER 30# FELT 1/2" GDX PLYNOOD ROOF DECK. W/ RIN6 SHANK NAILS (@ 4" o.G. ON ED6ES, 6" o.G. IN FIELD (U.O.N.) (2)2X10 RIDGE BEAM (BEYOND) (2) 2X12 P.T. BEAM (SEE MULTI- MEMBER LDETAIL SHEET a3) 2X6 RAFTERS 24" o.r- S I MP50N "HUS212-2 " 51 MP50N "HU5212-2 "J HAN6ER or EQ. © BEAM TREX DEGKIN6 OVER HYDOSTOP NATERf SLEEPERS SYSTEM 3/4" THICK "PEP, F- (2) 2X12 P.T. BEAM (SEE MULTI- MEMBER DETAIL SHEET a3) 51MP50N "HU5212-2" HANGER or EQ. i@ BEAM (5) 1 J" X II A" LVL BEAM EXISTING ROOF TRUSSES EX 1 STI N6 WALL SYSTEM 6X6 P.T. POST TREKS DEGKIN6 STEPS BEYOND f ---2X6 P.T. DECK JOISTS (9 12" O.G. (2) 2X8 W/ (2) 5/8" (P THRU- BOLT HURRICANE ABU 66 POST-\ N f BASE e' II K s ° (3) 2X8 BEAM TITAN DECK FOOT 36"X36"X12" GONG. FTG. N/ ANCHOR- TIDP662 (5) #5 EA. WAY FORCH SECTION SGALE: 3/4 = I' -O" EXISTING NALL SYSTEM GLI P- H2.5A I I — I REVISION I.Na 0,1 WAIL F N v Qym pa � W J _ S 1-0 ;N 19 0 0 OD W NN A y m • 0 l U_ U, Qa � M A I -o O O Z ad � N 00 ®r��,Q DATE ' DATE July 22, 2 I a r° PR_OJ. MGR E3 DRAWN BY P CHECKED BY. SHEET TITLE -SHEET # Foundation Q Plan 4 �ctions (2) SI MP50N "M5TA36 STRAP or EG. © BEAM EA. SIDE (2) SIMPSON "MSTA36 "–/ STRAP or EO. C BEAM EA. 51 DE (2) 1 311 �II J 4 X _ 118 LVL BEAM (2) SIMPSON "M5TA3(9" STRAP or EO. @) BEAM EA. 51DE 2X10 P.T. LED6ER- 2X8 P.T. JOISTS @) 12" O.G. (3) 1" X II g" LVL BEAM 6X6 P.T. SYP#2 P05T- (TYP. ALL POST) (2) SIMPSON "ABU66" BASE- or ASE-or EGA. (TTP. ALL POST) 2X6 ROC)F RAFTERS 24" O.G. 12' MA7 EXIT GEILING FINISH - T 1-11 OR IX6 T� G (2) 2X12 P.T.EAM (SEE MULTI- MEMBER DETAIL SHEET a3) 4X4 P.T. SYP#2 POST TO GENTER OF RIDGE BEAM (2) 2X12 BEAM SEE MULTIPLE MEMBER DETAIL SHEET a3 ✓11 1 ✓vi r ! IV✓LIL-L HANGER or ECS. BEAM (2) 2X12 BEAM SEE MULTIPLE MEMBER DETAIL SHEET a3 GONGRETE FOUNDATION GORNER POST � RIDGE BEAM DETAIL (TYP. EA. CORNER) N.T.S. FIBERGLASS SHINGLES OVER 50# FELT (MATGH EXIST. RES I DENGE) 1/2" GDX PLYWOOD ROOF DECK. W/ 8d RINGT SHANK NAILS 4" o .c . ON EDGES, 6" o.c. IN FIELD (U.O.N.) H2.5A (g EA. RAFTER 2X6 FASG I A W/ ALUM. SOFFIT DRIP TO MATGH EXISTING PORGH SAVE SEGTION A& SGALE: 5/4" = I' -O" SIMPSON "HU5212-2" HANGER or E:0. (g BEAM (2) 2X12 BEAM SEE MULTIPLE MEMBER DETAIL SHEET a5 SIMPSON "HU5212-2" HANGER or EGA. (g BEAM 2X8 P.T. JOISTS © 12" o.c. — . 7-F — 2x I O P.T. TREX DECK I N6 O\ HYDRO -STOP HYDR05TOP WATERPROOF SYS w BUILT-IN SLEEPS OVER 4" PLYWOC SECOND FLOOR DECK FRAt"IINCA FLAN SCALE: 1/4" = 1'-0" (2) 2X12 BEAM 2X12 BEAM MATGH a _EXIST. v� O d - N =4' - 'OST EXIST. { MATGH 111 EX I'ST. (2)2X10 III RIDGE {II 111 BEAM III � PiW ; :zum I - 1 0Y 2X4 OUTLOOKERS ROOF FLAN SCALE: 1/4 = 1'-0" . .. .. .. .. . EXIST. pop - J' i{ {T �L Jj (2) 2X12 BEAM -2X4 I I-011 POST (2) 1 5/4" X 11 -7/8" LVL SCALE: 1/4" = 1'-0" REVISION Z o 0 M00 OD W NN A �N m • J x O aw � m A �U Oz W � N 00 ®r�� O O DATE m m C V C o v _�z LL LU � a c� O a � GL M00 < ATE;July 22, 20ci 0J. MV BB DRA ,N BY EP N OF CHECKED B SHEET TITLE, SHEET # ,Deck F `Framing Q � Roof Plans 4 Details o OFFICE COQ Revision Request/Correction to Comments **HIGHLIALL HIED I ON HIGHLIGHTED IN fi' ' City of Atlantic Beach Building Department GRAY IS REQUIRED. / 800 Seminole Rd, Atlantic Beach, FL 32233 n�� ``=—' ' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: \ C'_Q - o0(o7 EZI Revision to Issued Permit OR ❑ Corrections to Comments Date: 1 /13 2 0 Project Address: 2. 21 0 CL E A N W c-c4 t7P IN A11-A-WTIL Contractor/Contact Name: -MC--)\) A D c C9T Contact Phone: D} Di{ 12-42 tj©D Email: V lLoa2 Ec 'TIVr7 AOL ' 6 UM Description of Proposed Revision/Corrections: p1Awlw" M- �► Sc/-Iofry Ct To �+�Ar 4 At oio s Ifi� affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? KNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? NNo ❑*Yes (additional increase in building alue: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ift9C74— (Office Use Only) jA-pproved ❑ Denied ❑ Not Applicable to Department Permit Fe Due$ Revision/Plan Review Comments rO/! 74e T i4 f i F - "(0 �a b cry Q4'v ice/\ do cvrr-en v Department Review Required: !: ildin: Planning&Zoning 47r1 viewed By Tree Administrator Public Works Public Utilities [ ' /q •a 02-o Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY Owner Builder Affidavit **ALL INFORMATION Tse tri HIGHLIGHTED IN -• ` City of Atlantic Beach Building Department GRAY IS REQUIRED. f n 800 Seminole Rd, Atlantic Beach, FL 32233 �j "Pi �` ~ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ,4tC/ / `006 2 I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY;SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES.OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: 7-7-10 Oc -031JALK 'DKZ/. kJeST i L�INfnc- 13 / 1qF - . Owner Name:PARK E. '3 c EM 3 `.I1 Phone Number: /dT S340 -S-8--C---S- Mailing J 3 MailingAddress:7:1/d 0cemAtA 02. kJ City: A A (-.0 o . State: 1%L- Zip: 322-33 , 7 Notarized Signature of Owner �'' / t Th going instr ment was acknowledged before me this / 7 day of 'gin , 2Q_. _ih the State of Florida, County of ^ .— i Signature of Notary Publiy a_( \ f - - [ ] Personally Known OR [ ]] Produced Identification .,I REVIEWED FOR CODE COIVIP Pg entification: 6.- Li CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL { Updated 10/24/18 �, ; ge"!:+ : TONI GINDLESPERGER REQUIREMENTS AND CONDITIONS :*: ,:i MY COMMISSION 8 GG 353178 ,M ,!..4;,,�,c-P9`' EXPIRES:October 6,2023 REVIEWED BY: // , DATE: /-ac/-ao2i .� "�`sa°• Bonded s OFFICE COPY BROADFOOT • DESIGN, LLC 420 South Third Street (904)242-8800 Jacksonville Beach, FL 32250-6721 February 4, 2019 Mark Beckenback 2210 Oceanwalk Drive West Atlantic Beach FL 32233 Hi Mark, It was a pleasure to meet you and discuss your project. According to this proposal I will provide architectural services for remodeling and additions at 2210 Oceanwalk Drive in Atlantic Beach. A 2 story covered deck addition and grade level decks, according to our meeting. The fee for these services is $ 2,800.00. Included in this proposal is structural engineering and the following Architectural drawings as required for permitting: 1. Title Sheet, Site Plan, Project Data 2. First Floor Plan, Notes 3. Second Floor, Notes 4. Electrical Plans 5. Floor Framing Plan 6. Roof Framing Plan 7. Elevations 8. Sections, Details I will also assist with any questions regarding the drawings at anytime during the construction process. Printing will be at$5.00 per sheet. Additional changes after design approval will be billed at $75.00 per hour. The fee schedule is as follows: 1. $ 800.00 Retainer Fee/ Feasability study 2. $ 1,000.00 Upon Design Approval 3. $ 1,000.00 Upon Completion of Drawings I hope this meets with your approval. Sincerely, Ben Broadfoot ,0:''-.'."6Building Permit Application jOFFICE SOP Updatedw/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ``-ton1`9- IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us�y� � Job Address: 24EP.JO ©GNWALK 'kJ, � ASL .p6K c_ 1- Permit Number: V. 1�CIa -00C27 Legal Description OC-x-Joj t l k 00 A.1-4 7 L 0--t- S ) 4 r 13 RE# I Co 946,-3 Y`r'-©S 3( Valuation of Work(Replacement Cost)$ '74 GOO 484 Heated/Cooled SF Non-Heated/Cooled / /4 • Class of Work: ❑New 4'Addition DAlteration DRepair DMove DDemo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial 136tesidential • If an existing structure, is a fire sprinkler system installed?: ElYes LdJo • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) 1No Describe in detail the type of work to be performed: f'/AJ i 6/-4 'j 1!(k(_-fl AID vi^44.< a!J1) -mitt Florida Product Approval# - for multiple products use product approval form Property Owner Information Name/`4 < 1_ . Al ii Address 1-146 oc't (}NtAmii-K pc 6d City ATI-49011 t-- Bk-AcIf State - Zip 32-'133 Phone 10/ .3ss-34,- E-Mail REc.gek .4 tAPI A`PJe Q. Gin /L., c-o i'i Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Y C' r r\C\Q L-( a f`C N I #e c.4 _ '7.4t Cyt 1 I-5 C) Engineer's Name&Phone# - Workers Compensation Insurer OR Exempt❑ Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TOO: A IN FINANCING, CONSULT JITH YOUR LENDER OR AN ATTORNEY BEFORE RE( j R IP c • L/• NO-1-CE O CO le ENCEMENT. r (Signature of Owner or Agent) (Signature of Contractor) igned and sworn to(or affir d)before m this If day of Signed and sworn to(or affirmed)before me this day of .207 Qby, A "2 ZAC-fI by ' i gnat of ary) -- �+rr+�w-of Notary) L.e.,:,.. TONI GINDLESPERGER .` MY COMMISSION#GG 353178 [ ] Personally Known OR �: �;41IY KrE�(p(RES;October 6,2023 [ ]Produced Identification_ eec9�hdedlt�rwNtdx}Public Type of Identification: 2 '.'I 5 5-v j—0°19 ot,tnn rrarron=___ TERMINATION OF BUILDING PERMIT BY PROPERTY OWNER I n4-AK E, -13 L'Ti<e-ikl i A c.F/" am the owner of .2. IC) 0 CATAIV tA1ALI( DR . JC 5 r I (4-Ti.>'1i/1i (- 1�L�A ell/ 'L and have .� contracted with FERG u s o w 13i,! L D e,=.k s r ac- for improvements on the above property, under Building Permit Ne CA c O 0 6.7 / . I have terminated my contract with the above contractor, before completion of the project, and wish to transfer the Building Permit to I41P1< C.: . B c_.KK� i A `J--1 I understand that financial and contractual issues may still apply and are civil matters between the owner(s) and contractor(s) and we agree to hold the City of Atlantic Beach harmless in those matters. Details(Optional) A copy of this form will be sent to the original contractor. Property Owners Name mg., 6 , 73L CJ<k fi3 Ac._,// Phone Number 90'7/S-3‘ ....V-3 SS Address 9-210 OCEAN N(4 L 1D D . (Ai f !L A MI TI� 13 C.--"AC/-i 1 /;:Z- 3113 3 ) _ Signature of Property Owned Date i 7/2 Before me this 1 day 0 'A C e i 20 2 0 Signature of Notary Public - ( C1 ) _e-�� _ - ,'..� /0.7).k,... TONI GINDLESPERGER ' _,,. .,, MY COMMISSION#GG 353178 :.<1a-po• EXPIRES:Oc',ber 6,2023 'FwgiV Bonded'Nu Notary.Public Underwriters .ACCI - ca 7 NOTICE OF COMMENCEMENT FLState of Tax Folio No. /619-6 J - 0 �O County of I�iu vc✓� To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: w�Q • a.. • l cu.. UtS i----- LU s cAnTtZ^o7, 2.-11j '317- 1,b 14 0( A I'4 Li< u,i1Toz`eo5 i's rq, / Prav5eD (''i -)0AVE�,�Kroklig- ►3641. 610*{65"a�l Address of property being improved: 2z1,0 �( C C'mar,G0I`k l _ 6 Q 1-( 1 —`( / r General description of improvements: LA j c .ec' Ck_C4O_k , z9`8 Fi onPo('c;-\ Owner: Pi API- E -36C-146'1,0 3 4c-1-1 Address: 22ja U C /ALJ LSA• L k O,( Li) Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Plg.y2,14 . e r60t61aCl'� Contractor: Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: — Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the da,• 4-44VingFGAV;`I= o. - _.• I" :,: MY COMMISSION#rr> specified): 3A3178– 'j� oP EXPIRES:October 6,2023 O Fi`.. nden ite THIS SPACE FOR RECORDER'S USE ONLY OWNER Date: NO3 ` Signed: Date: t 3o Doc#2020023291,OR BK 19087 Page 881, Befor me this C'")day of ZO Z Qin the Count of burl,State Number Pages:1 Of Florida,has personally appeare n K. E 13e cICE0L1 tic./ Recorded 01/30/2020 09:20 AM, Notary Public at Large,State of Flo ' ,County va RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires: COUNTY Personally Known: Li QS RECORDING $10.00 Produced Identification: �� O m 36 "X36 "X12"' ET6. w/ (3) #5 EX I STI N6 REBAR EA. WAY II I I I L J J 1 TITAN DECK 1 I 1z I FOOT ANCHOR - '1 TIDP662 L_IJ ' , I I ' 36"X36"X12" I I I ®® FT6. w/ (3) #5 REBAR EA. WAY I 36 "X36 "X 12 11 ET6. w/ (3) #5 REBAR EA. WAYNZ a5 / L-jJFQf L_�___ __ __ _ _.... _ _ _ .._.l L�_I L-- J REBAR EA. WAY I.- 3 '! i � I \\5-ALTE�E TE GOUMN FOOTER -® ® DETAIL" TH 15 5HEET 4'-0" 4'-0" N---7 FOUNDATION FOCTING5 FLAN SCALE: 1/4" = 1'-0" 2 -PART FLASHING AGGORD. TO HYDROSTOP MANUF'5. D I REGTI ONS TREX DEGKIN6 OVER HYDROSTOP HYD05TOP WATERPROOFING w/ SLEEPERS SYSTEM PL WOOD GLUED 4 NAILED w/ 4d 6" IN FIELD $ 4" EDGE5 5/4" P YWOOD GLUED :€ NAILED w/ I d ® 6" IN FIELD 4" ED6E5 4" II II 11 2X6 P.T. DEGK # JOISTS @ 12" O.G. II JOIST HANGER- 11 LU5 26 55 2 DOE (2 11 X 3" LAO BOLTS a 16" O.G. HURR I GAME GLIP- H2.5A 2411X2411X1211— GONG. ET6. W/ (3) #5 EA. WAY (3) 2X8 BEAM I HURRICANE P H2.5A 6X6 F.T. POST (2) LSTA-12 GONNEGTOR SUPPORT TO BEAM TREKS FLEXIBLE FA5G I A BLOGK SHEATHING EDGES WITHIN 4' OF GABLE END ARCH I TEGTURAL 5H I N6LE5 OVER 30# FELT 1/2" GDX PLYWOOD ROOF DECK. W/ RING SHANK NAILS a 4" o.c. ON 2X4 SYP OUTLOOKERS a 24" EDGES, 6" o.c. IN FIELD (U.O.N.) O.G. W/ (8) 8d $ (1) H2.5 (2)2X10 RIDGE BEAM 1/2" PLYWOOD DEGKINC6- 8d RINC75HANK NAILS- 1 (BEYOND) 8d0•'O.G.%CTTED E -a Sd 010" O.G. IN FIELD A.P.A. RATED 5HEATHING TO MATCH ROOF SHEATHING H2.5A I' -O° GEILIN6 FINISH- —� T 1-11 OR IX6 T46 (2) 1 3/4" X II 7/8" LVL (2) MSTA24 ----• 6X6 P.T. POST 2X12 FASCIA (2) M5TA36 EA. SIDE TREKS DEGKIN6 t4)L ECK /� �"O.G /9,\GREW5�.2-C76"P50N OR Ea. ABU 66 POST- I I BASE EXISTING ROOF TRUSSES (2) 2X12 P.T. BEAM (SEE MULTI- MEMBER DETAIL SHEET a3) EXISTING WALL SYSTEM 2X6 RAFTERS ® 24" O.C. SIMP50N "HU5212-2" SIMPSON "HUS212-2" HANGER or Ea. Cg BEAM HANGER or Ea. ® SEAM TREX DEGKIN6 OVER HYDR05TOP HYDOSTOP WATERPROOF I N6 w/ SLEEPERS SYSTEM AAGORD. TO MANUF'S. DIREGTIONS PLYWOOD GLUED � NAILED w/ 4d ® 6" IN FIELD � 4" EDGES Od "a 6" IN FIE GDL s 44" EDGES NAILED w/ ' Is (2) 2X12 P.T. BEAM (SEE MULTI- MEMBER DETAIL SHEET 03) " PER FT. SLOPE X II J" LVL BEAM 2X6 w/ TITAN 2X6 w/ TITAN 5GREW5 ©16" o.c. EXISTING WALL SYSTEM 5GREW5 ®16" o. . 6X6 P.T. POST TREKS DEGKIN6 5TEP5'BEYOND 2X6 P.T. DECK JOISTS @ 12" O.G. (2) 2X8 W/ (2) 5/8" (P THRU- BOLT HURRIGANE GL I P- H2.5A — ALTERNATE COLUMN FOOTER DETAIL. SCALE: 1" = 1'-011 ...W�' ., ...° : •: �� � � � • (2) 2X8 BEAM (2) 2X8 BEA TITAN DECK FOOT 36 "X36 "X12" ANGHOR- TIDP662 ` TITAN DECK FOOT GONG. FT6. W/ (3) #5 EA. WAY ANGHOR- TIDP662 _ - 2X8 P.T. LEDGER- - FASTEN w 51 MPSON TI TEN (2) 1/4" X 6" MASONRY 5GREW5 a 16" o.c. STAGGERED (OR EQUAL) tt TREKS DEGKIN6 - EXISTING FOUNDATION 2X6 P.T. DECK JOISTS a 12" O.G. EXISTING WALL SYSTEM SCALE: 3/41 = II -011 SGALE: 3/4" = II -011 �I "� PORCH 5ECTION SCALE: 3/4" = I'-011 v N DATEd Ledger Details 5/13/1Section Change /13/2 er Detail Ghange /13/2 O wia � N I V a;m W pJ � J ZZ O Wo > All 4 Alk o 0 L� ib Nm W NN A 14m • 0 .J [� v LL, 31Q w M OZ W N Q� Q a0 O i — CJ EXISTING FOUNDATION m Z, ('(� __ 0 ----------- - C) °' N ABU 66 POST m BASE f < 36"X36"X12" V GONG. FTG. W/ • •. • (3) #5 EA. WAY LU C) a Q) °'CD NOTE - 5 0 .� I F UNSGURS I N (2) D -� 2X8 BE4" o.c. TOP 4BOTF 5PLIGE C// REVISr' D oo (N < rn � a�- DATE July 22, 201q OFFICE COPY PROJ. MGR BB DRAWN BY EP CHECKED BY JAN 2 3 2020 SHEET TITLE SHEET # Foundation Gy84 Plan ff Sections F I BER6LASS SH I N6LES 6X6 P.T. POST OVER 50# FELT (MATCH 8 EXIST. RESIDENGE) •4) LAG SGREWS- .2-16" 6 IfSIMPSON R Q. 1/2" GDX PLYWOOD ROOF DECK. W/ 8d TREKS DEG I N6 R I NGT SHANK NAILS 411 o .c . ON ED6ES, 611 o.c. IN FIELD (U.O.N.) — H2 5A EA RAFTER TREKS DEGKI N6 (2) 2X8 BEAM 2X6 P.T. BLOGK ABU 66 POST TO FOOTER BASE CEILING FINISH- n e DII T 1-11 OR IX6 T� G - Q :. :r D e r . .D > � .s •• s P �` 2�A 4II X2411 X12it (2) 2X 12 P.T. BEAM (SEE MULTI 12-X6 FASG I A W/ VENTED SOFFIT � GONG. FTG. W/ MEMBER DETAIL SHEET a5) DRIP TO MATGH EX I STI N6 (5) #5 EA. MAY a PORCH EAVE SECTION SCALE: 3/411 _ 1 I -oil 2 &TEF DETAIL SCALE: I" _ 1'-0"(2) SIMPSON "MSTA36" STRAP or EQ. @) BEAM EA. SIDE 4X4 P.T. 5YP#2 POST /—TO GENTER OF RIDGE BEAM 110 Ik (2) 2X12 BEAM (2) SIMPSON "MSTA36" SEE MULTIPLE MEMBER DETAIL STRAP or EQ. (9 SHEET a3 BEAM EA. SIDE? -FREI 4X4 P.T. 5YP#2 P05T TO GENTER OF RIDGE BEAM (2) I ill XII 9" LVL BEAM__// _*,_� I r. -1� hXh F.T. 5YF'`it:2 F'05T (TVP. ALL POST) (2) SIMPSON "ABU66" BASE or EQ. (TYP. ALL POST) SIMPSON "HUS212-2" SEE MULTIPLE MEMBER DETAIL SHEET a3 GONGRETE FOUNDATION CORNER POST � R06E BEAM DETAIL (TYP. EA. CORNER) N.T.5. SIMPSON "HU5212-2" HANGER or EQ. @ BEA (2) 2X12 BEAM SEE MULTIPLE MEMBER DETAIL SHEET a3 ,212-2" 3. 9 BEAM TS fes\ M 1 5TEF DETAIL SCALE: III _ 11_0" (5) #5 EA. NAY I TREX DEGKING O' HYDRO -STOP HYDROSTOP WATERPROOF 5YG w BUILT-IN 5LEEPf OVER J PLYWO( C.,UNNtC./ I UK SECOND FLOOR DECK FRAI" ING FLAN -O" (2) 2X12 BEAM I POST _EXIST. EXIST. I II 13 - — J III III IL --- III MATGH MATGH I EXI5T. EXIST. III � • (2)2X10 \X\,,_(2) 2XI2 BEAM o RIDGE III �- BEAM III X 2X12 BEAM III III \ 1 = 2 2X8 LEDG- -01- II a4 DETAIL 11 -_' 1'-01: 2X4 2X4 I' -o° OUTLOOKERS POST (2) 13/4"XII _7/8" LVL ROOF FLAN SCALE: 1/4" = 1'-0" 2X8 LEDG ; ; ADD (5) 2X6 14 DETAIL 1 ' P.T. JO I ST5 2x8 P.T. p ; ® HOT TUB LEDGER- 11. AREA (2)2x8 P. BEA !! � -7 1 I 2x8 P.T. I - (2)2x8 P T. LEDGER BE LJ 1 I L! I SEE t �_r (2)2x8 P.T. "I STEP DETAIL' _01_1411 BEAM THIS SHEET r� I L I (2)2x8 P.T. I J T-- BEAM rik -O'-28" -711 1ba_81a SEE "2 STEP o0rAIL" THIS SHEET 1(2)2xb T. (2)2x8 P.T. BE BEAM 41-0" 4'-01a 7'-6"-7�_61� DECK H RAA- I I NCS FLAN SGALE: 1/4" REVISION I DATE Ledger Detail 8/13/1 I 1/13/2 am Size Ghange 1/13/2 rieded Step Detail 1/13/2 4 1/13/2 tep Detail 1/13/2 m_ /13/2cl I t I I TREX DEGKING O' HYDRO -STOP HYDROSTOP WATERPROOF 5YG w BUILT-IN 5LEEPf OVER J PLYWO( C.,UNNtC./ I UK SECOND FLOOR DECK FRAI" ING FLAN -O" (2) 2X12 BEAM I POST _EXIST. EXIST. I II 13 - — J III III IL --- III MATGH MATGH I EXI5T. EXIST. III � • (2)2X10 \X\,,_(2) 2XI2 BEAM o RIDGE III �- BEAM III X 2X12 BEAM III III \ 1 = 2 2X8 LEDG- -01- II a4 DETAIL 11 -_' 1'-01: 2X4 2X4 I' -o° OUTLOOKERS POST (2) 13/4"XII _7/8" LVL ROOF FLAN SCALE: 1/4" = 1'-0" 2X8 LEDG ; ; ADD (5) 2X6 14 DETAIL 1 ' P.T. JO I ST5 2x8 P.T. p ; ® HOT TUB LEDGER- 11. AREA (2)2x8 P. BEA !! � -7 1 I 2x8 P.T. I - (2)2x8 P T. LEDGER BE LJ 1 I L! I SEE t �_r (2)2x8 P.T. "I STEP DETAIL' _01_1411 BEAM THIS SHEET r� I L I (2)2x8 P.T. I J T-- BEAM rik -O'-28" -711 1ba_81a SEE "2 STEP o0rAIL" THIS SHEET 1(2)2xb T. (2)2x8 P.T. BE BEAM 41-0" 4'-01a 7'-6"-7�_61� DECK H RAA- I I NCS FLAN SGALE: 1/4" REVISION I DATE Ledger Detail 8/13/1 ck Height Ghanges 1/13/2 am Size Ghange 1/13/2 rieded Step Detail 1/13/2 ditional Joists for f Tub 1/13/2 tep Detail 1/13/2 dger Detail Ghanae /13/2cl F�9 v� W1° N a;m W A N d' a 0 0 CD N (y) W NN A �N • 0J z Q Oa w �m U OZ w N 00 Q 00 O J I L I _ _ m TREX z DECKING 0 O N LU5 26 Q} EA. END } _ 9 < - J LS 50 55 V„� tL SKEWED v v 2X6 P.T. JOISTS � (9) 12” o.c. 0 O v CL O a 0 .a ba_bu D Ori N B REV1. `9y DATE Ju I 22, 201 q OFFICE COPY PROJ. MGR BB DRAWN BY EP ;,� CHECKED BY SHEET TITLE SHEET # JAN 2 3 2020 Deck Ruildinrg D a �,f Framing C� " I a 4 Roof Pians 4 Details 000000