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1270 OCEAN BLVD - PORCH DRAWINGS KEVIN F, MUL-L-ICAN N 89°59'55"E 124.99' � I��SIGN�p, INC, 6BRL ----------------- --- — --- — -- = - _--- -- ---- — ------ — -- — --------- ------------------ ------------------ __ COVERAGE OF LOT — - r s EXISTING COVERAGE: LOT AREA7,844 S.F. r-----------------------T -- '. n II I L i ym /�-, BUILDING S.F X488 6_F O ��°'""""yyyy''''���� /�.. /l �! ON DRIVEWAY- 672 S.F, FRONT WALKWAY'. '120 S F- `' 0 SIDE WALKWAY 586 S.F. _ I I I 3866 SF . . TOTAL IMPERVIOUS - - - --- % COVERAGE-3,866--7844=.49% O I. I PROPOSED COVERAGE. I I LOT AREA: 7,844 S.F - _ .FBUILDING .. S 30085E I I IINC . L PORCHES ARBOR STORAGE KIT i I I I I DRIVEWAY. 643 S.F. _ FRONT WAY'. WALK 170 S.F. I I _ SIDE WALKWAY'. 69 S.F. POOL COPING 30 S.F. I I CV (y I TOTAL IMPERVIOUS: 3,920 S.F. ---------------- LJ ° e II OF COVERAGE 392 7844 ° ___________________________ .�,.� o l m I 0 z --------------- U) ---------------------- HOT iI s I Z TUB 8'x 16' ® — II ---- II ----� I I I Q� - � ------ 9' ii CN I N -v N 90°00'00"W 124.93' PROPOSED STORAGE AREA 10'X 10' STONE RESIDENCE EXFILTRATION=100 S.F.x 2'DEPTH 1270 OCEAN BLVD x 30%=60 CU.FT. ATLANTIC BEACH,FLORIDA ` TOTAL STORAGE=60 CU.FT. ®GCt,(c",y C\ : s e 7`� POST DEVELOPMENT AREAS: PRE DE ELOPMENT AREAS: LOT 7,844 S.F. LOT 7,844 S.F. i IMPERVIOUS INCLUDES: IMPERVIOUS INCLUDES: EXPANDED HOME,DRIVEWAY,WALKWAYS, EXISTING HOME,DRIVE,WALKS. 3,866 S.F. POOL. 3,866 S.F. TOTAL IMPERVIOUS 3,866 S.F. =.49% TOTAL IMPERVIOUS 3,866 S.F. =.49% DELTA VOLUME=3,587-3,647=60 cu.ft. Nd: DATE: REVISIONS: z DESCRIPTION AREA LOT AREA DESCRIPTION AREA LOT AREA STORMWATER STORAGE REQUIREMENTS (SQ.FT.) (SQ.FT.) "C" Wtd"C" (SQ.FT.) (SQ.FT.) "C" Wtd"C" AREA %IMPERVIOUS RUNOFF VOLUME e e IMPERVIOUS 3,866 7,844 1.00 0.49 IMPERVIOUS 3,920 7,844 1.00 0.50 PREDEVELOPMENT 7,844 s.f. 49% 3,587 cu.ft. NOME PC-NOVA1ON PERVIOUS 3,978 7,844 0.20 0.10 PERVIOUS 3,924 7,844 0.20 0.10 POST DEVELOPMENT 7,844 s.f. 50% 3,647 cu.ft. FDI? RUNOFF CO. C)= 0.59 RUNOFF CO.(C)-- 0.60 THF— 5-rONIF�'5 STORAGE VOLUME REQUIRED: 60 cu.ft. PRE DEVELOPMENT RUNOFF VOLUME=0.59 x 7,844 S.F.x 9.3 1 n./12 in.I ft POST DEVELOPMENT RUNOFF VOLUME=0.60 x 7,844 S.F.x 9.3 in.112 in./ft STORAGE VOLUME PROVIDED: 160 cu.ft. e e V=3,587 cu.ft. V=3,647 cu.ft. AP.CHITFCIU q- 5PfE PLAN —g—:b m metNdAt or e—and- -p—P—y eT Ka.i E.14.111.n.apd ehdl O i-0H hl Property.Th of Mb drcwN9 ahTl ha nesMeted to Ue adgllW eNd N which tt lepra- 1 3rchiteG'�GUI`a� 51k„! ar, "m, aw pddbanm th..ar le wPre„ly nmlt.d to SP1 SCALE-. Job N Sheet N. Dat Scale Checked: DESIGN SPECIFICATIONS DESIGN CODE: 2014 FLORIDA BUILDING CODE - RESIDENTIAL U�� m DESIGN LOADS: ACTUAL AND UNIFORM ROOF LOADING (cd=1-25) MIN TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) NEW 4" CONCRETE SLAB W/ Lou P o n t i o and NEW 24"x24%12" DEEP 3 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) FIBERMESH @ 1.5 LBS/CU.YD. BOTTOM CHORD LIVE LOAD 10 psf OF CONCRETE OR 6x6 W14xW14 CONCRETE FOOTING Associates, Inc. . . BOTTOM CHORD DEAD LOAD 5 psf WWF ON EMIL VAPOR BARRIER 1 w/3-#5 EACH WAY (TYP) 420 Osceola Avenue DEFLECTION CRITERIA: IN PREPARED GRADEA S2.0 lax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 A# 8344 SC CA# 3579 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/24013 04 4 - - -- _4 _ � � � 4 eo• i WIND LOADING: e �� a 00 f®B F2.0 F2.04 'F2.0 F2.0 a ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. a o sfPee DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. 7.1 v'�s•`'\C_0Y y® �®seeeee F REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL TS2. v_ ° BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF q LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. °a S WCUT o `'BASIC WIND SPEED (ASCE 7-10) d--------- 130 MPHIMPORTANCE FACTOR --------------- 1.00 �F----- 25.0 FT aA �. v, •.�' ,° e•` Q MEAN ROOF HEIGHT ----------- 52.0 , . Q a 4 c vee .b a U. RIDP. ROOF PITCH ------------------- 4/12 eee+ F .,......•°'� �G,,eO,� r Q d a ® 4 BUILDING CATEGORY ---------------- II I 4 4Q 4 o.• (n.�' .a 4 ° °j°elf eer/sesfE,1`0ASA0a®'°�® EXPOSURE CATEGORY ---------------B a ENCLOSURE CLASSIFICATION ------------ ENCLOSED I c a ® ° °° _ °'4 4: ® c Q• n . INTERNAL PRESSURE COEFFICIENT --------- ± .18 ° gid_. _ n Luis A. P o n t i 3 o, PE Q d FL PE#53311 COMPONENTS & CLADDING ALLOWABLE PRESSURES TRIBUTARY INTERIOR EDGE STRIP (PSF): / REVISIONS DATE AREA (sf) ZONE (PSF) 'a' = 4'-6" 10 +18.2 -19.8 +18.2 -24.4 50 +16.3 -17.9 +16.3 -20.6 100 +15.5 -17.0 +15.5 -19.0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. fr. FIELD ALTERATION LINEAR INTERPOLATION IS PERMISSIBLE. % t> CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO • PLUS = PRESSURE AND MINUS = SUCTION. f EXISTING STRUCTURE MAKING ANY STRUCTURAL FIELD „ „ MODIFICATIONS WHICH MAY VARY • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE TO REMAIN AS IS FROM THE INTENT OF THE ORIGINAL DESIGNED FOR EDGE STRIP PRESSURES. CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO • BEING APPROVED BY LOU O& DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ASSOCIATES MAY RESULTULT IN IN RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET f ADDITIONAL ENGINEERING OR THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES- I ol- GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS f GENERAL NOTES: MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITSOF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: FOUNDATION PLAN W C THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SCALE: 1/4" = 1'-0" SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS, UNLESS " • PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. LU MATERIAL SPECIFICATIONS: P HARDWARE AND ANCHORS: FILE CO , "I ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR 2x8 SYP#2 CEILING W ASTM F 1554 GRADE 36. 6X6 SYP 2 POST JOISTS C� 24" O.C. ry 0 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). # --- NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. STRAP BEAM TO POST METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR I W/ABU66. SEE DETAI 4 (PAIRED w/ ROOF REVIEWED FOR CODE COMPLIANCE SHALL BE GALVANIZED. w/ 2-MS A�SLtO TRAPS, 3/S2.0 (TYPICAL) RAFTERS). CITY OF ATLANTIC BEACH W RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SEE (TYP) S2.0 SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE V," LARGER THAN REBAR SEE PERMITS FOR ADDITIONAL 2)2x12 SYP 2 2 2x12 SYP#2 Z W SIX AND '/," LARGER THAN THREADED ROD SIZE. (U.O.N.) (2)2X S 2 REQUIREMENTS AND CONDITIONS ANCHORING ADHESIVE: a - - EPDXY: RED HEAD A7 ACRILLY ADHESIVE REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 4 FOOTING AND FOUNDATIONS: I I ., �•- FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING S2.0 I -_i< --- I-i ( �"� CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) of c�I I SYMBOLS LEGEND v J 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE II I 3I i V SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A I ! CL DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE �ttnn DESIGNATES THE NUMBER OF PLY'S, FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND (1) �I jY' (2)2x8-1/2 HEADER SIZE, & JACK/KING STUDS z FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE N I } Ii I s! NEEDED FOR HEADER OPENING. WITH ASTM D 1557. r I ( II 1 2x8 SYP#2 LEDGER FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL X i' x FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL N I til FASTEN TO EXISTING STUDS ---- BEAM OR TRUSS, SEE PLAN PLANS.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION CV II I w/ 7-10d © 16" O.C. PLAN SHOWN ON 51.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE II II ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON I ' FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) HUC21O-2 _ " f HUC210-2 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR } HANGER I I ,f� - I i HANGER EXISTING STRUCTURES ARE SHOWN ON DRAWINGS REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON EXISTING Hq ADERit� REM IN AS IS 2X8-1;�1 II � I I FOR CLARITY ONLY, VERIFY ALL EXISTING/NEW GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. / _ It „ PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR _-_ -_-" �t ELEVATIONS AND TYPE OF CONSTRUCTION OF CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS - - INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR - - ,r r `17- --- ,rf- ri -- - �� _ ,,- . .__._ __"-_ __,__ _.._.___ _ _wJ THOSE STRUCTURES, AND NOTIFY ENGINEER DIAMETERS 2x6 SPF 6`",r 0 ° �` 2, 3 i2 6 SYP#2 JACKS AND (3)2x6 SYP#2 KINGS. IMMEDIATELY BEFORE BEGINNING NEW /` ( 2 6 SY 2 J KS/ (3` S I ;� 2- = GENERAL P # f R . '�T F✓ i f F TYEN STUD GROUP TO FOUNDATION w HTTS WOOD FRAMING S SPECIFICATIONS; A/ D/ pUE' Q1 / CONSTRUCTION OF ANY INTERFERENCES AND/OR ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, "`f r �' /` /` / $" THREADED ROD EPDXIED 7.5" MIN. DISCREPANCIES THAT MIGHT EXIST BETWEEN NOTES CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN W 5g 'R I I i �{ / SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA r Lx P# CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD HYDRATE). IF HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL tN .ESM I fi FOUNDATION USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA � � 1 PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. > j' ' / TEMPORARY BRACING/SHORING, TEMPORARY q �^ � S M �A SUPPORTS AND OTHER SUCH ITEMS OR OTHER FRAMING PRE-ENGINEERED WOOD TRUSSES: r ' SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING `� MEASURES NECESSARY TO PROTECT THE BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS STRUCTURE AND ANY PERSONNEL DURING PLAN INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND CONSTRUCTION. THE DESIGN ADEQUACY AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL SAFETY OF ABOVE ITEMS ARE THE SOLE DO NOTscALEDIMENSFONSFROM TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED RESPONSIBILITY OF THE CONTRACTOR. THESEDRAwRRINGS.FERTOTHE NSIONIs WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO j UNCLEAR AL DR WINGS ARCHITECTURAL DRAWINGS OR AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY ✓ EXISTING STRUCTURE 1 CONTACT THEE.O.R TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. TO REMAIN "AS IS" >, _ ROOF COVERING SPECIFICATIONS: PLAN NAME. ' ^�- �^ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF FOOTING ING SCHEDULE AND NOTES ES STONE RES. ADDITION THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS TO THE MANUFACTURER'S REQUIREMENTS. CS / MK /LAP THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF F2.0 2'-0" 2'-0" 1'-0' 3-#5 EA. WAY BOT. DATE ALL METAL FLASHING AND VALLEY MATERIALS. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 02.29.16 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO, TYPICAL FASTENERS r �` !� � F3.5 3'-6°' 3'-6" 1'-Q" 4-#5 EA. WAY BOT. - 3"x0.131"O = GUN NAILS 2"x0.113"4s = RINK SHANK F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA, WAY BOT. TRUSS ID. 2"XO-113"O = 6d 2'/2„x0.131"o = 8d F4,5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 3%0.148"o = 10d 3'/2„x0.162°0 = 16d 1'/2"x0.148"0 = 10dx1'/2" 1'/2,"x0.131"4 = 8dx11/2" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. FRAMING PLAN FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, SIGN-16-00169 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR SCALE: 1/4" = 1'-0" REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED v 1 *0 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 1 OF 2 t 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d @ 4" O.C. FASTENED TO TOP PLATE w/ 10d @ 3" O.0 ROOF, SHEATHING SEE Lou Pontigo and 4/S2.0 ROOF SHEATHING SPECIFICATIONS: LAssociates, Inc. SHINGLE- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.131X21/2" NAILS @ 6" O.C. EDGE & 6" 420 Osceola Avenue 1#5 CONT. O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO Jax, [3each. Florida 32250 Ph. 242-0908 Fax. 241-9557 d o SLAB ON FL; CA# 8344 SC:CA#3579 4" O.C. WITHIN 4'-0" OF ROOF EDGE)_ - --- GRADE, PORCH SHEATHING, HEADER SEE PLAN. METAL- MIN. 1/2", 32/16, APA RATED PLYWOOD SHEATHING, f;. SEE SPECIFICATIONS BELOW END NAILED w/ 0.131X21/2" NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. ° •••y: THICKENED EDGE °°°�c w/ 1-#5 CONT. PORCH PARALLEL HEADER & SUPPORT WITHIN 4 -0 OF ROOF EDGE)_ °° m�kR�.gve MSTA24 0e' PORCH POST PER PLAN. i (2) d PERPENDICULAR STRAPS � ROOF RAFTER 8'x8 TO WALL 33 TO WALL PER PLAN c g SA R° 1 THICKENED MONOLITHIC EDGE FOOTING 24" 16 GUAGE POST BASE: OF 52.0 STRAP w/11— POST 24" 16 G IAGE 4x4 POST: ABU44 " BELOW _ 6 x 6 POST: ABU66 6 y,B�'f�°�� 0e��'��L EAC'N�',��®�`®~ 10dx1Y2 EA. END STRAP w 11 10dx1Y2" EA. END °° taarautusea°°°1t16°a° PORCH. CEILING JOISTS PER PLAN w (6) Luis A. Pontigo• PE y FL PE#53311 PORCH HEADER, A-\ SLAB 12d COMMON WIRE NAILS EA. END SEE PLAN SLAB RAFTERS. (TYPICAL) REVISIONS DATE HTS16 } STRAPSMSTA24 5/s" ROD 4 3/4, DEEP SAWCUT w/ SLAB ON GRADE, STRAPS EPDXIED 6" MIN ELASTOMERIC SEALANT SEE PLAN r, ° PLAN VIEW OF PLAN VIEW OF ELEVATION IEW OF PORCH HEADER ORCH HEADER PORCH HEADER NOTES: AT CORNER POST AT POST AT POST OSB CEILING, SEE UPLIFT CONNECTOR 1) PROVIDE SAWCUTS TO CREATE 3/S2.0 PER PLAN APPROXIMATE 12' X 12' MAXIMUM SQUARES. PORCH SHEATHING SPECIFICATIONS: 2) SAWCUT CONCRETE SLAB WITHIN 4 TO '/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD PORCH BEAM FIELD ALTERATION 12 HOURS OF CONCRETE PLACEMENT. CONTRACTOR SHALL CONTACT LOU OR PER PLAN PONTIGO&ASSOCIATES PRIOR TO 3/ (OR GREATER) OSB OR PLYWOOD w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD MAKINGANYSTRUCTURALFIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 2 SAWCUT DETAIL 3 TYPICAL PORCHFRAMING DETAILS (WOOD) 4 CONVENTIONAL ROOF DETAIL FIELD ASSOCIALTERNATES RESULTADE IN BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN SCALE: 3/4„ 1,-0 I„ ADDITIONAL ENGINEERING OR S2.0 �-o S2.0 = NSPECTION FEES. W 0W JOU W � 1 4 Imo^ W V 1 4 2x8 SYP#2 ROOF RAFTERS @ 24” O.C. Uj s2.0 (ALIGN w/ CEILING JOIST) (TYPICAL) ry Q (2)HTS16 (2)HTS16 - - - - TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES0 LU Z w 1. STRAP TRUSSES AND ROOF RAFT RS TO BEARING P4 V.i. WITH 2-12d TOENAILS & 1-SIMP ON H2.5T UPLIFT f `�\A sz.o STRAP UNLESS OTHERWISE NOTED HU9 HANGER NOTCH BOTTOM OF BEAM TO s2.0 7 ! gip �`L, FIT IN HANGER. Z 2x8 SYP#2 LEDGER TO E I i I I ACCEPT ROOF SHEATHING, (—� s FASTEN TO EXISTING STUDS v 1 7j I I . _.. -� w/ 7-10d @ 16" O.C. I I--------�--,�.�C� -- ---- -.i...-------- - I POCKET HIP INTO WAS ' / (3)2x6 S F#2 POST, // � STRAPTOP AND '' ;/ / ,� ROOF BOTTOM w 2-HTS16 FRAMING PLAN r AND DETAILS EXISTING STRUCTURE t ' TOREMAIN "AS IS" I DO NOT SCALE DIMENSIONS FROM THESE U DRAWINGS. ER DIMENSION IS / '� / THEl ARCHITECTURAL DRAWINGS OR EXISTING STRUCTURES ARE SHOWN ON DRAWINGS CONTACT THE E.oR FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW PLAN NAME �r ELEVATIONS AND TYPE OF CONSTRUCTION OF STONE RES. ADDITIOt�I THOSE STRUCTURES, AND NOTIFY ENGINEER DEsIcNiDRAwNicHEc EI / IMMEDIATELY BEFORE BEGINNING NEW cs / MK /LAP CONSTRUCTION OF ANY INTERFERENCES AND/OR GATE °-- DISCREPANCIES THAT MIGHT EXIST BETWEEN 02.29.16 CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONTROL NO, CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL _ TEMPORARY BRACING/SHORING, TEMPORARY TRUSS ID. SUPPORTS AND OTHER SUCH ITEMS OR OTHER ROOF RAFTER PLACEMEENT PLAN MEASURES NECESSARY TO PROTECT THE LEA No. STRUCTURE AND ANY PERSONNEL DURING SIGN-16-00169 scaLE: 1/4" = 1'-0" CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE SHEET RESPONSIBILITY OF THE CONTRACTOR. S2 .o 1, SHEET 2 OF 2 i i I I KEVIN F, MUL-L-ICAN N 89e 59'55"E 124.99' brSIGN�p� INC. , <904> 745 - 5574 a f ---- ------------ --- --------- -- - _ =_ - -- ---- - -- --- - ---- a �_ C;� I COVERAGE OF LOT i r I EXISTING COVERAGE I I -- - ------ ---- LOT AREA. 7,844 S.F, --------------------- - 8 ILDING S.F.: 2,488 5 F. ON QDRIVEWAY: 6725F. fl\ (1 ' FRONT WALKWAY'.. 120 S F OQ I' - �yLJ, SIDE WALKWAY'. 566 S.F, --------- ___ -_-- ---- ----- 1 TOTAL IMPERVIOUS 3,866 S.F. j l - --- I % COVERAGE 3,866-7844=.49% I I PROPOSED COVERAGE: `! 1_IL L.____________I -I I BUILDING S.F..PORCHES,ARBOR,STORAGE3008 KIT.)O S F. -- _ FRONT WALKWAY: 170 S F. SIDE WALKWAY: 69 S.F: I I --------- POOL COPING 30 S F nj' li li li �' J TOTAL IMPERVIOUS. 3 920 S F. O �j- %OF COVERAGE=31920-7844=50% I p' Co - e , Z II -------------- -------- _ ____ U) HOT ' TUB ' p _ w _ O LL 1 I n I DO, �I ® 0 - ----------- ------ U L------- - ------ ED 5 m '; o I N90'00'70 � I � I I � _ W 124.93' STONE RESIDENCE `-'u PROPOSED STORAGE AREA 10'X 10' EXFILTRATION=100 S.F.x 2'DEPTH 1270 OCEAN BLVD x 30%=60 CU.FT. ATLANTIC BEACH,FLORIDA 0C C-U pr '\C_' ckr'ss• �o of TOTAL STORAGE=60 CU.FT. �t1J `l POST DEVELOPMENT AREAS: PRE DEVELO�M NT AREAS: LOT 7,844 S.F. LOT 7,844 S.F. IMPERVIOUS INCLUDES: IMPERVIOUS INCLUDES: EXPANDED HOME,DRIVEWAY,WALKWAYS, EXISTING HOME,.DRIVE,WALKS. 3,866 S.F. POOL. 3,866 S.F. TOTAL IMPERVIOUS 3,866 S.F. =.49% TOTAL IMPERVIOUS 3,866 S.F. =.49% DELTA VOLUME=3,587-3,647=60 cu.ft. No. DAA, RewsloNs: z A, DESCRIPTION AREA LOT AREA DESCRIPTION AREA LOT AREA STORMWATER STORAGE REQUIREMENTS ` (SQ.FT.) (SQ.FT.)! "C" Wtd"C" (SQ.FT.) (SQ.FT.) "C" Wtd"C" AREA %IMPERVIOUS RUNOFF VOLUME a IMPERVIOUS 3;866 7,844 1.00 0.49 IMPERVIOUS 3,920 7,844 1.00 0.50 PREDEVELOPMENT 7,844 s.f. 49% 3,587 Cu.ft. HOMF Pr�NOVA1 ON PERVIOUS 3,978 7,844 0.200.10 PERVIOUS 3,924 7,844 0.20 0.10 POST DEVELOPMENT 7,844 s.f. 50% 3,647 cu.ft. Fop RUNOFF CO.(C)I= 0.59 RUNOFF CO.(C)= 0.60 TNS I ON�'S STORAGE VOLUMEREQUIRED: 60 cu.ft. PRE DEVELOPMENT RUNOFF VOLUME 0.59 x 7;844 S.F.x 9,3 in./12 in./ft POST DEVELOPMENT RUNOFF VOLUME=0.60 x 7,844 S.F.x 9.3 in./12 in./ft STORAGE VOLUME PROVIDED: 160 cu.ft. a a V=3,587 cu.ft. V=3,647 cu.ft. A2CHITt�CTUrAL 5ITF PLAN Thle draaN9 b m NstwnenteTaxvlce and q.11e pre„bio Property The uwue/qb tlrawb9 aAall O 1. d bl bem bIQM to qe alynN elb b ehkh tl b.Pn- a Gh Itectura SING a u� Wlcatlm qew b wPrwdr NMbd to SP1 scnie -r.o^ dob x snwt no: o.aw F, MULLICAN PF��! 16N� Pl_ j INC . �5 -74 --- ----------------- --------------- 0 I 0 I ° o I I OI I O O � I I i I !, I ' I ' I I ' I I I I I I F I I - ---_-- � I /4\ O I I � � I I C I `� I � I � I , �1 - O � ° I tl _ I I I I� I I I I I I I � I I I L -- - ----- -- - --- -- I I I I I I I i I I I I I I I I I I I I I I I I I I I _ I I I i I I I I , I I � I ' I I i ' , I I I I ' i I I i ' i I I I No: DATE: REVISIONS: I I i I � : I I — -- — — -- ---- -- ---- --- -- 2 -- -- 3 II 4 HOMIF, P,,FNOVA-rION � Oh I TOMF_ 5 �XI5�1 NG PLAN This drawing is an instrument of service and the propert',yof Kevin E. Mullican. and shall remain his property. The use of this drawing shall he restricted to the original site for which It is pre— x i st i fir 5� f 1 oor n 2 x i s�i>� s c on f I oor �>� pared and publication thereof is expressly limited to such use: EX1 SCALE: 1/4"= 1'-0 EX2 SCALE: 1/4"= 1'-0" Job No: 202 Sheet No: ,Q 1 Date: 2/q/2016 Scale: /6" -O" Drawn: FK,�,M - Checked: ■ ■ I' i ■ ISI I V 1 F i M UL, L, I CAN f� 51!GN INC . C �O�) 74 23'-0.. ■ ■ 10" EQUAL 10" EQUAL 10" EQUAL 10" NEW 10" SQUARE COLUMN -TYPICAL. - ---- ---- ----- - ------ --- I-------- -- LJ---- -- ----ILvI --- -------1 I I I I I I I I I I I I I I I I I I NEW I I I I I I I I LIVING I I I PORCH I I I I I I I 10' PLATE I I I I I I I I I 36° o I I I I I I FP r I I I I I I I EI UAL EQUAI 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 I I 2'-61' L 5068 FRENCH 2668 VIZZA 5068 FRENCH IJ 5068ENCH 5068 FRENCH — ———— ——— —————— FRENCH ] W/5010 TRANSOM W/5010iTRANSOM W/5010 TRANSOM I EQUAL EQUAL I r I i I OI , I i I � O I ' I SII I I 4 I ' I I ' I I I t f Ir J r I 4 I I I --- -------- XV — ---- I I I I • I I I �, - ----- oI O I I I I � i O O i I I i i I I I I I I I I I I I I I I I I 'II I I I ; i I I I I i it ii I I I it II I I ii, I I I I I I I ' I I I I ' I I I I 4 i I I I I I I I I I I I ' I I ' I i I I I I I I I I I I I I I No: DATE: REVISIONS: I i I I -- --- --- ---- --- - ----- 2 3 4 ■ ■ HOME �� NOV/��'ION ' ■ This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— ro ose J first floor Ian pared and u 2 p publication thereof is expressly limited to r0 05�� �C s on floor Ian such use. Al SCALE: 1/4" = 1'-0" Al SCALE: 1/4" = 1'-0" Job No: r_ Sheet No: 20? Date: 2/�/2016 Scale: Drawn: AlK.K,M Checked: _ ■ ■ II KEVIN F, MULLICAN 9' PLATE 11 IIITII 111 11 111111 111] 11 111111 IIT11 I 11IT11 HIT TOP OF WINDOW otL j N i I IL 11 A 11 1112 SECOND FLOOR 8.. 2. i 0 10' PLATE 10' PLATE @ PORCH NEW ROOF TO MATCH EXISTING METAL ROOF. — I L-1 TOP OF WINDOW LaiLMLLL L[ij 110 JuULLUU LL Ll o I II FIRST FLOOR IIIIII LL '11 1111V I FINISH GRADE co NEW DOOR AND TRANSOM. NEW DOOR. it NEW 10" SQUARE COLUMN. J ro o5e west elevation A2 SCALE: 1/4" = 1'-0" I 9' PLATE TOP OF WINDOW - I4 o ?I N SECOND FLOOR i b 10' PLATE @ PORCH -' 10' PLATE o Li o j FIRST FLOOR FINISH rRAnF 2ro o e I w 5 � north � at i on A2 SCALE: 1/4"= 1'-0.. 9' PLATE TOP OF WINDOW _ I No: DATE: REVISIONS: a� 1 N , 2 3 4 SECOND FLOOR 10' PLATE o- 10' PLATE @ PORCH ■ ■ HOME NOVATI ON TOP OF WINDOW O I\ I � — TO N F ' 5 1�XT-F,r,Ior FIRST FLOOR Li F_Vf \ri ON FINISH GRADE This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. 3 ro o5e,d east el evat ion Job No: l5-207 Sheet No: A2 SCALE: 1/4"= 1'-0., Date: 21412016 Scale: Drawn: K,�,M A2 Checked: , ■