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HomeMy WebLinkAboutTYPICAL GROUND ANCHOR DETAILICA PROJECT DATA: NAME: GRACE EMMANUEL CHURCH PORTABLE TIE DOWN ADDRESS: 707 KITTERMAN RD. PORT SAINT LUCIE, FL SQUARE FOOTAGE: 864 SQ. FT. EACH PORTABLE (TYPICAL OF 5) lDyz Kort OF '01M T (5) PORTABLE BUILDINGS PER PLAN. ANCHOR DOWN AND SUPP07' NOTE: ALL CONSTRUCTION !,LUST COMPLY WITH THE FBC 2010. NOTES: -THE CONTRACTOR, SUBCO"TRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS A F JOB SITE, PLANS, SPECIFICATIONS, ECT, -STRUCTURAL FEATURES NoT DETAILED ON THESE PL XNS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRi CTION PROGRESSES. -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ABS FOUNDATION PADS SHALL BE PLACED ON LEVELED AND EVENLY WELL COMPACTED SOIL FREE FROM ANY DEBRIS AND VEGETATION. 4) ABS FOUNDATION PAILS SHALL NOT DEFLECT MORE THAN 1/8". 5) GROUND ANCHORS SHALL PE INSTALLED IN WELL COMPACTED SOH.. 6) GROUND ANCHORS AND METAL STRAPS SHALL BE GALVANISED OR STAINLESS STEEL. 7) COMPACTED FILL MATERIAL 12 INCHES (305 MM) IN DEPTH OR LESS NEED NOT COMPLY WITH AN APPROVED GEOTECHNICAL REPORT, PROVIDED THE IN -PLACE DRY DENSM' IS NOT LESS THAN 90 PERCENT OF THE MAXMJM DRY DENSITY AT OPTINIUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557. THE COMPACTION SHALL BE VERIFIED BY SPECIAL INSPECTION IN ACCORDANCE WITH FBC SECTION 1704.7. • ABS FOUNDATION PAD PER DETAILS STEEL C BEAM BY OTHERS -STRAP WRAPPED OVER AND AROUND STEEL BEAM 1 '/4" X 0.037" THICK METAL STRAP STRAP ATTACHED TO 5/8" TENSION BOLTS AT GROUND ANCHOR 5/8" is X 48" LONG DOUBLE HELIX STEEL GROUND ANCHOR FINISHED GRADE Z t-4 i rl 5/8" DIA. ROD s 6" DIA HELIX 3" DIA HELIX �y i , ;r+ i.r L GROUND ANCHOR MIA --AIL if t3.. . PORTABLE BUILDING ABOVE NOT SHOWN 16" X 16" CONCRETE HOLLOW BLOCK OR SOLID CONCRETE BLOCKING 24" X 24" Mll4IMIM ABS FOUNDATION PAD ABS PADS SHALL NOT DEFLECT MORE THAN 1/8" FINISHED GRADE •' - �� E k= ��l tV'ELL COMPACTED SOIL liftTtl = TYPICAL PIER DETAIL Al PORTABLE BUILDING ABOVE NOT SHOWN 1.6" X 16" CONCRETE HOLLOW BLOCK OR SOLID CONCRETE BLOCKING 24" X 24" MINEVID4 ABS FOUNDATION PAD 1 ABS PADS SHALL NOT - DEFLECT MORE THAN 1/8" -- - FINISHED GRADE / C_..--. COMPACTED SOIL t�(%tl[IL TYPICAL PIER D ETAIL A2 1 TYPICAL SECTION. nts... PORTABLE BUILDING ABOVE NOT SHOWN 8" X 16" CONCRETE HOLLOW BLOCK OR SOLID CONCRETE �— BLOCKING i 8" X 16" MINIMIM ABS h OUNDATION PAD i0S PADS SHALL NOT r,EFLECT MORE THAN 1/8" �/--- P'lNISHED GRADE WELL COMPACTED SOIL DETAIL, R1 PICAL PIER DET. ABLE BUILDING (WALLS, ROOF, FLOOR ECT.. )ESIGNED BY OTHERS , C BEAM ALL PERIMETER BY OTHERS RtETE PIER PER DETAILS [ED GRADE NOUND.ATIGN P.%T+ P,, lR zwy% n V PORTABLE BUILDING ABOVE NOT SHOWN 8" X 16" CONCRETE HOLLOW BLOCK OR SOLID CONCRETE BLOCKING 24" X 24" MINIMIM ABS FOUNDATION PAD ABS PADS SHALL NOT DEFLECT MORE THAN 1/8" FINISHED GRADE WELL COMPACTED SOIL DIG R; Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: GRACE EMMANUEL CHURCH PORTABLE TIE DOWN Project Address: 707 KITTERMAN RD Permit #: Occupancy Type: A Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professior:al of record. • Submit (2) copies for residential, (3) copies for commercial with all permit appliuw1lons involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. " Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: Icompiete all that apply) 1. DESIGN CODE: Florida Building Code 2010 Edition with 2010 Supplements using ASCE 7-10 2. Structure Designed as (check one): _X_ Enclosed _Partially Enclosed Open 3. Risk Category: _ 111 X III IV Exposure Category: B X CD 4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width_ 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 0.25 :12 Parapet: N/A It 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH., clearly label on all plan openings): Zone 1: 16.0 Zone 2: 1d'0 Zone 3: 16.0 Zone 4: 38.7 Zone 5: 38.7 Garage: N/A -38.7 -64.9 -97.7 -42.0 -51.8 N/A 7. Design Loads: Floor: 100 PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:, N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED S. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT. I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by SL Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 6/17/2014 Signature, Date, and Seal 1994 S.W. Biltmore St. Suite #114 Port St. Lucie, FL SLCCUV Norm # U20-11 HeVlSetl 3/1S/1Z (JS) Company Name & Address its. �M ID ` f _... rNc- - I I s ' (E��(c l l *Jr Q 0 #t rj��S$P' `Q 15�WdeCrr 444 jo ��1�y8�'CyR/F �yCQ I ti 1 I U W1 - -� I �r 1 f 6-0 rj ou ICI[-) &foe-".N o V-, BY ST LUCIE COUNTY —oil d F0 i 1,� ' A" -T n ��" , i� I �J (:6 Ll J [:::?-z---' <:�D 0 Z X ro IX id LL in i7 q z r CO z lfi .m+ VW r, W W ❑ Z 5 �z = [J M � i- a 0 w C] NNW J W dwI ElZ Q li 3 rY O0 U H J W W J W J I- W 01 w a - Q 3I mn <to. ED z rn� ~' ❑ y= "' ❑ 4 A� w M w QI N 00 W U� 00 � Z w W U Planning & Development Services Department Building & Code Regulations Division a 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: GRACE EMMANUEL CHURCH WOOD DECK Project Address: 707 KITTERMAN RD. Permit #: Occupancy Type: A Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2010 Edition with 2010 Supplements using ASCE 7-10 2. Structure Designed as (check one): _ Enclosed _ Partially Enclosed X Open 3. Risk Category: _I X it _ III IV Exposure Category: _ B X C _ D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: N/A ft Roof Pitch: N/A :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 151MRH, clearly label on all plan openings): 16.4 32.8 Zone 1: 29.5 Zone 2: -556� Zone 3: -85 3 tone 4: -36.1 Zone 5: -45 g Garage: N/A _ ••19.5 7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: • N/A PSF Dock: N/A PSF Deck: 100 PSF Stairs: 100 PSF Fence: N/A PSF Railings: 50/200 PLF / CONCENTRATED B. Were Shear Walls Considered For Structure? _A —Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? _____Yes DE:tIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been dbsigned to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: 29945 / 5115 Paul Welch P.E. L Print Name Cert # & Co. Cert Auth. Paul Welch Inc.ON PLAN 6/16/2014 Signature, Date, and Seal 19$4 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCD%! Corm # UZU-12 Kevlsed 3/15/31 05) HANDRAILS 1) HANDRAIL. HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCFJES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). HANDRAIL HEIGHT OF ALTERNATING TREAD DEVICES AND SHIP LADDERS, MEASURED ABOVE TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 30 INCHES (762 Al" AND NOT MORE THAN 34 INCHES (864 MM). 2) HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1'/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 Ml4I) AND NOT GREATER THAN 6'/, INCHES (160 NMI) WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2'/4 INCHES (57 MM). EDGES SHALL HAVE A MINIMUhI RADIUS OF 0.01 INCH (0.25 MM). 3) HANDFAIL GRIPPING SURFACES SHALL BE CONTINUOUS. WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. a) EXCEPTIONS: HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL THAT DO NOT PROJECT HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL WITHIN 1142 INCHES (38 MM) OF THE BOTTOM OF THE HANDRAIL SHALL NOT Bf, CONSIDERED OBSTRUCTIONS. FOR EACH 1/2 INCH (12.7 MM) OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4 INCHES102 MM), THE VERTICAL CLEARANCE DIMENSION OF 11/2 INCHES (38 MM) SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH (3 NIM). 4) HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAR FLIGHT OR RAMP RUN. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 1.2 INCHES (305 NM BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 NIM) MINIMUM BEYOND THE TOP AND BOTTOM OF RA EP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. a) HANDRAILS FOR ALTERNATING THE 1D DEVICES AND SHIP LADDERS ARE PERMITTED TO TERMINATE AT A LOCATION VERTICALLY ABOVE ME TOP AND BOTTOM RISERS. HANDRAILS FOR ALTERNATING TREAD TEHCES AND SHIP LADDERS ARE NOT REQUIRED TO BE CONTINUOUS BETWEEN FLIGHTS OR TO EXTEND BEYOND THE TOP OR BOTTOM RISERS. 5) CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFAC.; SHALL BE A MINIMUM OF 1% INCHES (38 MM). A HANDRAIL AND A WAL1 OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF AN, SHARP OR ABRASIVE ELEMENTS PROTECT DATA: NAME: GRACE EMMANUEL CHIJRCH WOOD DECK ADDRESS: 707 KITTERMAN RD. PORT SAINT LUCIE, FL SQUARE FOOTAGE: WOOD DECK: 650 SQ. FT. —SEPARATE—LANDINGS: 125 SO. FT. (25 FTZ EACH) TOTAL: 775 SQ. FT. DESIGN DECK LIVE LOAD: 100 #PSF DESIGN DECK DEAD LOAD: 10 #PSF DESIGN RAILING LOADS: 50 #PLF / 200 # CONCENTRATED DESIGN STAIR LOADS: 100 #PSF SCOPE OF WORK - CONSTRUCT WOOD DECK WITH STAIRS PER PLAN. NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2010. NOTES: -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10- 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.), 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: I V 2," SUSPENDED SLABS: 1 V2" 5) ALL LUMBER SHALL BE PRESSURE TREATED. 6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMTTED. 7) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. GUARD RAILS 1) GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES. INCLUDING MEZZANINES, EQM�MENT PLATFORMS, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 \LAI) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.7. 2) REQUIRED GUARDS SHALL BE .NOT LESS THAN 42 INCHES (1067 Mill) HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. 3) FOR OCCUPANCIES IN GROUP R-3, AND WITHIN INDIVIDUAL DWELLING UNITS IN OCCUPANCIES IN GROUP R-2, WHERE THE TOP OF THE GUARD ALSO SERVES AS A II - DRILL ON THE OPEN SIDES OF ST 41R.S, TILE TOP OF THE GUARD SHALL NOT BE LESS THAN 34 IN, CHES (864'_1LNI) AND NOT MORE THAN 38 INCHES (965 NIM) MEASURED VERTICALLY FROM .k LINE CONNECTING THE LEADING EDGES OF THE TREADS. 4) REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102'_NLlI) IN DIAMETER FRONT `TINE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 5) THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL. SHALL NOTAL-LOW PASSAGE OF A SPHERE 6 INCHES (152 MM) IN DLANiETER ST_ 1) STAIRWAYS SHALL HAVE A MLNIMUM HEADROOM CLEARANCE OF 80 INCHES (2032 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE COti"TLNT'OUS ABOVE THE STAIRWAY TO THE POLN T WHERE THE LINE INT F-RSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER THE MIN IUM CLEARANCE SHALL BE ;ALAINITAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING. 2) STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND S1I-ALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT OF STAIRS. THE GREATEST WIN -DER TREAD DEPTH AT THE WALKLINI WITHIN ANY FLIGHT of STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 LtiCIi (9.5 MM)- 3) WHERE THE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC WAY, WALKWAY OR DRIVEWAY HAVING AN ESTABLISDED GRADE AND SERVING AS A LANDING, THE BOTTOM OR TOP RISER IS PER.,NIITTED TO BE REDUCED ALONG THE SLOPE TO LESS THAN 4 INCHES (102 NLM) IN HEIGHT, WITH THE VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED ONE UNIT VERTICAL IN 12 UN -ITS HORIZONTAL (8.333- RGES ENT SLOPE) TREADS AT SUCH ST.AIRW.AY WIDTH. THE NOSI'NGS OR LEADING EP NONUNIFORM HEIGHT RISERS SHALL HAVE A DISTINCTIVE ?lLARKI G STRIPE, DIFFERENT FROM ANY OTHER NOSING MARKLN(=PROVIDED ON THE STAIR FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN DESCENT OF THE STAIR AND SHALL HAVE A SLIP -RESISTANT SURFACE. MARKING STRIPES SHALL HAVE A WIDTH OF AT LEAST 1174CH (251V A) BUT NOT MORE THAN 2 INCHES (51 MM). 4) TREAD SLOPE SHALL NOT BE MORE THAN 1/4 INCHES PER FOOT (21 MM/M). AVI P 0 U,& r.-P AA.► L (Tl, F14A.L) NOTE: DECK. SHALL ALLOW FOR HANDICAP ACCESSIBLE ENTRY TO PORTABLE DOORS, DECK SHALL BE FLUSH V4`TTH FINISHED FLOOR OF PORTABLE BUILDINGS (+/- 34" ABOVE GADE). z x� LL Ln w`f Lnd' z 0 0 z� �N v W W co 0 Z vU3ro nZ LL 6 Ld v La p W a 8 QVLL 3 0 :1z J W U W J El W �_ W a D W m a Q 3 I m 0 G Q' z M d I '- u 0 E, IL w a� SHEET NUMBER j I OF u _i _a, A -u _,l AI 'A -V. P.T. 2 X 6 WOOD TOP CAP P.T. 2 X 4 WOOD TOP RAIL \ P.T. 2 X 2 PICKETS AT 5" O.C. (LESS THAN 4" CLEAR BETWEEN PICKETS) P.T. 2 X 4 BOTTOM RAIL i� P.T. 4 X 4 WOOD POST P.T. 2 X 6 WOOD DECKING W/ (2)-#10 X 3" SCREWS EACH JOIST SIMPSON H 2.5A W/ (8)-10d NAILS t\ EACH JOIST TO BEAM CONNECTION i� P.T- 2 X 8 WOOD JOIST AT 24" O.C. ("T')------- — t� DBL P.T. 2 X 8 WOOD BEAM WITH 10d NAILS AT 8" O.C. BOTH SIDES STAGGERED TOP AND BOTTOM (" B") POST EMBEDED IN CONCRETE I2" WITH U POST #5 REBAR X 12" LONG REBAR THR 18" ta X 16" D (2500 PSI) CONCRETE PAD _ FOOTING EACH POST I FINISHED GRADE t TYPICA 7, t� U 4iJ CT nFTAlL WITH RAIL P.T. 2 X 6 WOOD DECKING W/ _ (2)-#10 X 3" SCREWS EACH JOIST SIMPSON H 2.5A W/ (8)-1Od NAILS EACH JOIST TO BEAM CONNECTION— P.T. 2 X 8 WOOD JOIST AT 24" O.C. ("J") DBL P.T. 2 X 8 WOOD BEAM WITH 10d (2) THRU BOLTS EACH POST NAILS AT 8" O.C. BOTH SIDES STAGGERED J . TOP AND BOTTOM ("B") POST EMBEDED IN CONCRETE 12" WITH \ (2)-1/2"THRU BOLTS EACH POST 45 REBAR X 12" LONG REBAR THRU POST P.T. 4 X 4 WOOD POST 18" & X 16" D `(2500 PSI) CONCRETE PAD --� FOOTING EACH POST FINISHED GRADE nts... TYPICAL POST DETAIL W/O RAILIN, nts... NOTE: POST IN CENTER OF DECK WITH JOIST EXTENDING IN BOTH DIRECTIONS REQUIRES SAME ATTACHDIEENTS AND CONNECTIONS. 2" tit ALUMINUM HAND RAPj._ HANDRAIL BRACKET AT EAC14 EI4D NOTE: ALL SCREWS/ NAILS / HARDWARE TO BE STAINLESS STEEL OR 5' O.C. WELDED TO BOTTOM OF kkm H.D.GALVANISED. AND ATTACHE' TO POST, WALL AMBER, OR WOOD STRUCTURAL RAIL WITH (2)- 3/8" X 3" LAG BOL'rS P.T. 4 X 4 WOOD POST ----,- AL IIAN,D RAIL DETAIL nts... P.T. 2X TREAD (12") OPEN RISER (6.8") � �,✓' P.T. 2 X 6 WOOD TOP CAP ---- P.T. 2 X 4 WOOD TOP RAIL —� 1 '/a" 2" a ALUMINUM HAND RAIL .a P.T. 2 X 2 PICKETS AT 5" O-C. '+ ` (LESS THAN 4" CLEAR BETWEEN t PICKETS) P.T. 2 X 4 BOTTOM RAIL P.T. 2 X 4 WOOD NAILER WITH %" X 3" TAPCONS AT 12" O.C. AND (4)- 1Od TOE r-- NAILS EACH STRINGER t POST ATTACHED TO STRINGER WITH (2)- 3/8'" THRU BOLTS t r c LANDII `G S'-4" W v xfTN IMLJM 48" DEPTH P.T. 2 X 8 WOOD BEAM FOR STRINGERS %ti,ITH FROM BOTTOM RISER [4" THICK (2500 PSI) —--� CONCRETE WITH FIBERMESH OVER CLEAN COMPACTED FILL] of -^"..'y"' 4yttl� t�: �+�yttt ��i�t�.�ti{ �{tw,ltr�4� r-+•cly��i-�.�tt ;,-.,;,r�, P-T. 2 X I ZVOOD STRINGER EACH SIDE ANDO EQUALLY SPACED CENTER (2 )-'-'Z" m THRU BOLTS EACH POST "Sll 1VSON LUSC26 EACH STRINGER WITH (6)- 10d TO BEAM AN-,D (4) 1 Od TO STRINGER t !.£..; ,.:l' FYI Ij TYPICAL STAIR DETAIL nts... TOTAL RISE = 34" / TOTAL RUN = 48" { jr r ` k ►i'1 4 i T) A `� iNG SCHEDULE 2"' X 8" P.T. WOOD JOIST AT 24" O.C. (TYPICAL) C 2 j DB i. 2" X 8" F.T. WOOD JOIST DBL P.T. 2 X 8 WOOD BEAM WITH 1Od B NAB..:S AT 8" O.C. 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P' :. :;: 'S'• CDNC S EWE • •:. • ID K ' w a - 3• as 50. 49 ,* • � F I so.47' -- Lor 9 o 22'-t.;::::'' ;�-11 o Q w OFFICE/RECEPT./ I '� I 6 ' W co �r 141.3FT,SIL1E -' BATH AREAS $ b I / I I -, % S TBA 1 �.. sD.TS' . v (9249SF) j - - I \ fy` SETBACK * t I0 EXIST, e (--4 EXIST. w 1 cq 26' 16 I ti 9 � f DING �'� 1 S, pp. wELL / m O 4 „� � R "' N . (14 063SF� 26' 18• 1 0 I o ... ' .' 5 • ' a , FFE . � o 23.46 4 ,rip-w%47 D ••. ,C I © PORl7/Bld BLDG Q � AT 1Q40 mto . • •Ic ASSEMBLY AREA O I i o POR4UBM (4814SF) I \ A ia4o is � , O �ll� :rn "I I PROPOMP \\\\ •n POA7BBLd' BLDG ' •.. 18.40 �._. ° a I-- ------ • •13' c e It 0 Tr'JP OF RANK , \ --. - �m. a._..... ___ . ,.,.-- ___._____..___ PROJECT NAME GRACE EMMAN UEL CHURCH -S•FM=-=•FM===•FM. -• �•FM •.- OWNER GRACE EMMANUEL CHURCH INC. ROD -= RWE "' - __ _ Va43 -1. - a-c-► - 707 KITTERMAN ROAD . PORT ST LUCIE FL 349 WOOD FENCE JD D � 78,29 WELL LOT 3 5,2 L❑CATI[7N 707 KITTERMAN RD, - FUTURE LAND USE DESIGNATION ; RU . ZONING DIST , RICT f R/F . I. PARCEL ID# 1 3415-501:-0041-000-0 . . I. LEGAL DESCRIPTION THE NORTH 1/2 OF LOT 4 BLOCK 3 OF HOBEL LAND COMPANY'S SUBBI VISION IN THE S V, 114 OF SECTION 15, TOWNSHIP 36 SOUTH . RANGE 40 EAST, ACCORBING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 4, OF THE . PUBLIC RECORDS OF ST, LUCIE UT/L/T/ES' COUNTY, FLORIDA. ELECTRICAL FPL . WATER & SEWER CITY ❑F PSL TELEPHONE ATT S❑LID WASTE AUTH❑RIZED .SOLID WASTE COI ' MAX. BUILDING IiEIGHT: 40,00 FT . AREA T AB EX/ ULA T/c� EXIST ING /PR �Lr'D.�►' B Dom` ... L SITE OVE RAGE SN off° �••� ppyytt ��11.. cs... LJ !b C: '.:' :'.:' I• r r A �TE C. / o�O{ / SF AC. SE EXISTI FR N 0 T NG G LDG 140�3 ENTR 12 �D - • - 0. 3228 6.7 6 ............................... . 0.0287 Q.6Q -"' .• � "' 140 63 0. 322 8 6. PR OP 0 E D PO �_ PORTABLE LE B L DG _ _ 9D�•'•• %{ '�A---- 12 50 43 20 0• 0 28 7 0.0992 o. i 2• OTAL 15 313 BLDG. COVERAGE-il 35 ��:0:::::::::': 0. 3515 7 . ::*1 99: 196 33 0.4507 9. SIDEWALKS 20040.0460 1.1.1.1.111-1111 �:XIST.CONC. 0.96 2004 a.o4 6a Q.ROP.ONC. SIDEWALKS DECK - _ _ �: 3. 55 3219 0. 0739 1. XIST. PAVE MEN T AR EA 086 0.8 4 28 1 7.34 - 36 086 a.8 284 17 OTAL IMPERVIOUS VIOUS 3809 0 0. 4 . . .......:... . ...... 8 74 :::B 18.3 Q .................. 41 309 0.9 0.9 483 19. T I ABLZ ED G RAS P KG 36�►1 2 ............... .......................... ............... 0.8 6 ':'�:� 33 1 7.4 5 .....':: 3631 2 �� • 36 17. ETEN ION POND AREA EA 37921 ..................................... :::::::::: 0.8706 18.22..��:::�:�::��::�:�:�:�::�:::::�::'::::•:: 37921 0.8706 6 18 a , OTAL 208082 ..,,,...,.... 4.7769 100.00 '�� -- .:0:::�:�: •..........208082 4.7769 ,� k. ' 10 a MAX. LDG COVERAGE: 30% AlCTUAL BLDG CC 'F, ' GE .43° ; m� .�. - M/N OR . f B DG SET Y SA ,.� CKS E.x/ STf B LD G SETB AC/t°� .- P a`�'C ! BAClfS FRO NT . 25.0 FT FRONT 1 280.0 FT ONT REAR . FR 347 .0 FT 25.0 FT REAR : 186f0 FT REAR LEFT SIDE 10,0 FT LEFT SIDE : 74,5 FT 185,5 FT RIGHT SIDE : - 10.0 FT RrG��T SIDE 141f3 FT LEFT SIDE s 12,0 FT (From Exist, Bl RIGHT SIDE 84f0 FT11 NOTE; THERE HALL BE NO EDUCATIONAL SERVICES (GRADES K-12) & NO DAY CARE FACILITIES ON SITE UNLESS A CONDITIONAL USE PERMi T IS OBTAINED FROM THE BOCC AND THE SITE PLAN IS AMENDED PARKIN SPACES REQUIRED I 1 420 SEATS x 0,20 SPACES/SEAT = 84.00 SPACES . 5 PORTABLE BLDGS x 2 SPACES/PORTABLE BLDG= 10,00 SPACES . . TOTAL 94.00 SPACES PARKING PR❑VIDED 153 REGULAR & 7 H.C, TOTAL 160.00 SPACES OF RAVED .PARKING 1 7 HiCf & 47 REG SPACES = 54 SPACES OF PAVED PKG SPACES REQUIRED 25% PROVIDED 34% OF RASS PARKING 1 104 RE.G, SPACES, 66% ?�z56P FLOO ZONE Q'96,a NS'�Qt a-,z CC pit . PROPE TY LIES IN F,IfR.M, ZONE X AS SHOWN ON PANEL 12111C-1290-F R UT ABC TC Y ,cOSE �, �N DATED 8/19/91, C � Y86 YPI,64,0 C04'wsp1,6, 'C �, INTER/ R,LANDSCAPE,CALCUL4TION.S PAVEMENT AREA 36086 SF/15= 2406 SF OF GREEN SPACE k ""'4'- ��6C'4S IN s j \ 1€ S��fs � � GREEN SPACE PROVIDED OVER 3000 SF ' PP4iC4�►I Tp TREES REQUIRED ; 1795/180 10 TREES (ALL PROVIDED) C(}I)6S ��gl� ` 785 LF,AROUND/30 26 TREES REAR ALL TREES ARE PR❑VIDED pJ - c zN' TRAFF STA TEMENT Z�-AVERA 33E TRIPS PER DAY ; 175 TRIPS/DAY SUNDA PEAK HOUR TRIPS 295 TRIPS/HR s E FR❑M TE (INSTITUTE OF TRANSPORTATION ENGINEERS) ' "" J a ' T CHURL CODE 565 , ITE MANUAL 9th Edition ��ot .- CHURL11 WILL GENERATE LESS THAN 17. OF CURRENT TRIP VOLUME, SERVICES {- j �,aA/ ARE C NDUCTED ❑N SUNDAYS & WEEKNIGHTS WHEN LEVEL ❑F . SERVICE IS ABOVE . 5ti rova ate / LEVEL C'' FOR STREETS WITHIN 2-MILE RADIUS ems t `-OV CONST UCTION BEGINNING DATE JULY 2014 Approval hoc. &Number SCHED LE C❑MPLETION DATE DEC. 2.014 �...I I ABRAHAAf CHABAB FL. LICOF 47165 1-1 II 1 _ -I".. _. / 71 > " ' 1/ "1 . � _ `_ �S'AL-' 1 - 30 .. REVISIONS I . A BRA HAtPACPA DESIGNED BY A SLC Staff 9/1 "Hi DRAWN BY g FL. BOARD OF PROF. NG. A UTh. #2679 AC . 5428 NW EDGEWA R AYE PORT ST. LUCIE F . 34983 MINOR � TYE , ', •....., DATE April 4/2014 Email agchababl msn.com 772 878-507914 -6630 I k'o A 4', OF DE Fax 772 785 8291 SHEET 1 OF 1 ,