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HomeMy WebLinkAboutBuilding PlansID O �r . . ♦• r L IL ■■�� 1 } K - I vrnt ngmN ssee � nor 1=1 5TIj FLOOR PLAN SCALP 125 a-nk• r�k' io-a.. i2� qlyyo �� chedule WinMl)e-m ark Sire _ Dexn tlon L 3'-r x 5'-3' NG - £GRF-ss 1N NGUNG4 5 9-3' UNGc. 4 O' x S'-3'. ASSC-0' F-S' ASS e. r-r' x C'-8' PIXED GLASS - ALL W nd. to be white ESP Worm. windows with tot. Provide mori and structural m 11. per elevatms, See for product approval chart window man. accoer iMo scum. - ALL undoes to mith tend Pressures stated in Perot Information Box m these plars. - ALL codes in bathroms to be tampered - ALL modes uthn 18' of Flushed floorto w tempered unless Impamt rated - veM all asmry/ragh openng some prior to crdermgmndauu Door Schedule Mark Sim Do«Desch tie A 3'-0' X L'-B' ENTRY B 3'-0' X C'-8' FOAM PILLED Fa3ERGLASS L PANEL C C-o' X d'-d' SLDING GLAss DOOR D 2'$ X L'-e' SOLID OGRE - wDDo £ T-8° X s-8' SDLm) CO,, - WOOD - POOKET F 5-O' X L'-4' SOLID CORE - WOOD- EIPA55 G 4-O' X L'-a' WIJD CORE - WOOD - BIFOLD H 3'-0' X L'-e' SOLID CORE - WOOD - BIFOLD - ALL exterior doors inclining garage doors to wmhstand pressim..rated r parent mroroomm box m these platy - verify all masonry/rough opening some poor to ordering windows - Sea prooduct approval chart on these pbna for ex[enm door ufacWrer mfurmatim (including garage door) - Prande me out door finding type) that is 3'-O" ode minimum and me emergency escape door (ot shuttered). If escape door has gg1 ng then it vast be impact reactant NOT be The be and shall thru garage. mag the same door if m meets both criteria listed above. First Floor Square Footage First Floor A/C 890 sq_ ft- Carport = 102 sq_ ft First Floor Total = 992 sq. rt. Second Floor Square Footage Second Floor A/C = 909 sq. ft. Covered Balcong = 83 sq. ft. Second Floor Total = 992 sq. ft_ Under Roof Square Footage Breakdown First Flow Total = 992 sq_ ft, Second FIaaTotal = 992 sg_ft. Total Space Under Roof = 1984 sq_ ft. A/C Space Breakdown First Flow A/C = 890 sq. ft - Second Second FloA/C = 909 sf1. ft. Total A/C space = 1199 sq. ft, Total Cubic volume = K392 cu, ft. S COND FLOOR PLAN SCALE I/4' g I'-O" Attach door to blink all with 1 1/ do, x 3" tap c with inn. I penetration at ac. max L Contractor to very ALL n 9 es and dimensions n« to p im i fr mod id 4 each EMenor face max fire each corner thin proceeding it work � S F d all--I" x 8' PT Buct . 2. Contractor to STRICTLY ace OSHA Ro 3. ALL Lumber to be used ar aft haveents. $eau, I�afters..etc... to have fiber a mirmamu ktress. - 4: No air me is to metals touch. S. f ALL Cmcrete used for slab{ ALL Concrete shall be 2500 o , and cue. 1 ALL e used for cell., continuous. tic nti tie beams etc.: to cal filland/or -I Pffi' P T Beck shall be 3.000 Pshall concrete be 3.0 on andid 4.000 P.5s. mx 1 II 2 aides t Mader L. Drywall shall be le�reled tomgrouts and attached to hottom chord to bottom I' II � Detail at Exterior Doors Of e. with with SCfewG I E NITS T. L wood ALL wood m contact with treated rate shall bashed 1 S. ALL well dmerwiiws are noai and not finished wall «stud dimensons all Il II O Attach modom to block wall moth 9. 10. ALL plumbing fixtures to be Cortractor to Provide Pan w flow. f. Drain at water heater in accordance II II II 1/4 da x 3' Wp mine with inn.. 11/2 penetratim at 12' oc max' IL with the Florida Plumbing C:cdo, Contractor to Provide a 2' current edition. wider. door at me bathroom for II and 6 0.c minx from each comer thru 4 PT Buck handicap accessibwty requirem het is II -------- „r o.0 12_ Lowest finished floor to be by Governing Building Department----___—__"UJindows 13. survegor to set in field 5eparatim between resident and garage shall be per PBC R3O9.1 and P309-2 14. Door between garage and re idence lshall be. I-3/8' soad wood - 20 no, fire rated'. 30 min. S. The Garage shall be separated Fromlresidence and the attic area by 8/8" type "X° L drywall applied to garage Well. Garages beneath habitable r stea�Il be separated from all habitable room. Corner $reel Lap Detall at IT. above l no less Than assemblies ALL Floor to. ceiling assembh type "*' drywall nts shall I be protested by 5/8' type 'X° drywall NITS coos pwm, --IT m Piled Cell Mesmry Cdwn With One 1t5 From Foetmg To Beam. Cox Pill To Be 3000 P51 See Floor Plan For Location Vs=ihw, ad d C'. ac O . '.,.. ,,c Single Filled Cell Column NTS air ,am .as ma vaqps ownu.., L r � a Free r=nr. o-eama via ertilion Pilled Cell Mason y Gaits With One ¢ c a5 From Footing To Beam Each m - -0' Card.PII To Be 3000 PSI o i See Floor Plan Fa Location ^ C Or ^ is i 3 Y vm Llm 3Ill YK Double Filled Cell Column �„ NTS O 0 nts REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 36" High 2" dia, handrail attached to wall w/ min. 1 1/2" between C IS risers at 1.46" high 14 treads at II".deep 2" x 12" Treads U.My Provide two pig floor joist for stairs 2"'x 12" E one on each stairs P I 6 STAIR DETAIL Scale: 1/2" = 1'-0" 2, 113 make, hoc Wadauag INI Extreme Metals 26 gqa Metal Roofing installed per product approvar FL# 11022.5 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 SLOPE 4 . li• ht textured, 11111=l1111111�I� L11!!�g[!L1 1111111 �I�'1I11!1 stTcd-block construction vr�___l WIN ONT ELEVt4TION SCALE: 1/4" = 1'-0" 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Ext eme Metals 2 qa tal R offing at per roduc appr al FL 1102 .5 ov r roof g and rlagme t ove 19/3 ' CD I to ussea per sheeting tachm nt dia ra Product Approval Submittal Affidavit Openiniz Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA FL NUMBER Product Model # 1lanuraatursr Glass Attachment method �iration Date Deslgnirese f Approved eats U-Factor SHGC 1• FLU 239.4 Single Hun g g SH-�00 Impact PGT 5/I6" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 60.0 PSF 0.2900 0.210 2, FLU 251.E Sliding Glass Door Series 110 SGp PGT 1" nom „spaced Type "GSA 1/4" dia, tapcons w/ min. 1 3/4" penetration to be par product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF _ 0.3100 0.190 3. FLU 243.4 Fixed Glass PW-101 Impact PGT 1/16" 1/4" din. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 0.2600 0.230 4. FLU 8248.13 Steel Overhead Garde Door 9 8100 Series Raised Panel Wayne Dalton (9) manufacturer supplied jamb brackets attached to each jamb with 5/I4 x I - 5/8" lag screw at each jamb bracket. 114 - 20 x 9/I4" track bolt and 1/4 - 20 Hex nut at each lamb bracket. Spacinger product aplaroval, + 4L.O/-52 PSF 5. FLU 5891.2 Fiberglass door Smooth star Therma-Tru 1/4" dia. x 3" tapcons w/ min. 1 1/2" penetration spaced 14" max o.c., L" from corner + 61.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method lration �T Da a MaximumPressure Design Pressure of Approved Tests Roof Roof FLU 5 I.O Nail Strip 26 ga, steel I6" wide roof panel Standing Seam Extreme Metal Fabricators, LLC Roofing installed with min. fastener spacing as follows: Zone #I t U2 - Max spacing = 12" o.c. with 49 x 1 1/2" Hex -Wash wood screw to penetrate 34C min. thru deck with Max row spacing = 14" o.c. Zone tt3 - Max spacing = 12" o.c. with 410 x 1 1/2" Hex -Washer r -84 psf Field and perimeter. -228 psf corner wood screw to penetrate 3/14" min/ thru deck with Max row spacing = 6 o.c. over peel and stick underlayment Roof FLU 5259.1 Polystick TU Plus Polyglass USA, Inc Direct bond to deck in compliance with ASTM D41 Underlayment STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction Siding STUCCO ON STUDS 1/8" thick light textured stucco installed per ASTM C 924 Over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" COX Plgwd nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Soffit DENSGLASS FIREGUARD Soffit to be two layers of 5/8" thick densglass fireguard X fl sh d ai to t match od o us Flood FLU 11381.1 Flood Vent Flood Flaps Per product approval Vent T L___- __-_--_.__J 1L- _L-___ .. �..A -3 ;l 1- 1 1--1A...-1.: 4.--4. .. ,.. V_....... .. .. ... ..l T').,-. ..w-3 � i't1<I"II I I llxl _; I ICJIN lrV1Cl I IVCJ> Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II "" Wind Speed: 110 mph animate Mean Roof Height: 19'- Roof Pitch: +. 2 Internal Pressure Coefficient: ±O"18 Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heav4 Width of Roof End Zone: 5'-6" Wind Exposure Classification: D Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.61WL Exp Height Ady Factor: 1.41 x Load Combo Factor 0.6 = 0.882 applied below Components t Cladding Wind Pressure (NET) Roof Zone: 1. +26.54/-42.1 psf Roof Zone: 2. +26.54/-13.4psf Roof Zone: 3. +26.54/-108.4 psf Components t Cladding Wall End Zone Width: 5'-6" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +46.1/-50.0 psf Wall Zone: 5. +46.1/-61.1 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psf R I G � T ELEVATION I This Building Shall Have the Following: X V li/ "; 1/ Z - I -V 12 4 T,,ed e2L ga Me alRomg in ailedov I FLu 1022 ova PolygF88sel adher d e ent over /32" CDX lywooed0,[ he Ing at achme diagram on ❑ ❑ - 7FTT 5/8" thick light textured �) stucco on typical concrete O FE block construction ---------------------------------------------- 8. a� 2- n? ®� LEFT ELEVATION APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: FLAT ROOF GABLE ROOF LESS THAN 2:12 PITCH 0 = Roof Zone I Walls Zone 4 HIP ROOF 2:12 TO 4:12 PITCH ir T (V I 0- I O N I i i W O s D I Ln I s o r O o i 6- N � T SE a O I I I N y � C" I c+l OL Ul N I N �6 �m J u W) D D U I VJ U IW "tU+' GABLE ROOF FROM 2:12 TO 12:12 PITCH (V m IV U1 ::3 O � W = Roof Zone 2 � = Corner ZonesO Walls Zone 5 Roof Zone 3 Z Z e END ZONE X W OD CO • z > I.!) °D O Q 4 0C40 oC4D s Q Q 1 z 00 OD N N 1* O .,a W U Co F- (� U tri < . G S !# tD C REVIEWED FOR Q) CODE COMPLIANCE ST. LUCIE COUNTY BOC�Cy..yf� � rZ�zo -2, �p SHEET NO: File Copy OF S. JOB NUMBER: 1�-113 �V......... a O�1QL R. e�� 57 0. 40 k AR 9770 .k SCALE: 1/4" = I'-O" 4,-21" 3'-0' 21'-4" G D I[DO t=7L(BCDI I 1 101 1 1 le I I I&el I lioloti=!7it- 10'-I" EGRES IRO s" EGRESSIDEm D Oq 2 N p FOYER Rod t ShelCr f 5 Shelves 2. O © m �, `°- Oo B T LIVING ,� aY Nc r r 0 5'- 0I CARPORTo o O d 9. KITCHEN s DW I Designed per 322.2.21 1) a) O 0 0 0 D st7=jol0 O SI I 1 1010 C O D rovide Flood Flaps FLU I1381.1 ngmeered flood vent - installed per q'-4" V 8'-4" ® 22'-6" anufacturers recomendations.----.��— vent = 220 sq. ft. of coverage 46'-2" arport = 102 sq, ft. - I vent required --- ---- ants to be 8" above garage floor Provide L20 lintel above vents FIRST FLOOi, FLAK SCALE 1/41, = 1:_01, 43'-3" 26'_1y2„ 6'-5y2„ Q Ini 1 1@10 1 10 1 01 1 1 IEI 1 10 1 1 C9I I I lei(B 0 3 o Rod t Shelf_ _ 3�-4" o Q O Window Schedule Mark Size Window Description I. 3'-1" x 5'-3" SINGLE HUNG - EGRESS 2. 2'-2" x 5'-3" SINGLE HUNG 3. 2'-2" x 2'-2" SINGLE HUNG 4. 2;-21, x 3'-21' SINGLE HUNG S. 4'-5. x 5'-3" SINGLE HUNG 4. 4'-0" x 5'--3 FIXED GLASS i. 6'-0" x 5'-3" FIXED GLASS 8, I'-4" x 6'-8" FIXED GLASS - ALL Windows to be white ESP aluminum windows with tint. Provide muntm's and structural mullions per elevations. See -product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL Windows within 18" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A V-O" X 6'-8" ENTRY B 3'-O" X 6'-8" FOAM FILLED FIBERGLASS 6 PANEL C 6'-0" X 6'-8" SLIDING GLASS DOOR D X-8" X 6'-8" SOLID CORE - WOOD E 2'-8" X 6'-8" SOLID CORE - WOOD - POCKET F 5'-0" X 6'-8" SOLID CORE - WOOD - SIPASS G 4'-0" X 6'-8" SOLID CORE - WOOD - BIFOLD H V-O" X C-8" SOLID CORE - WOOD - BIFOLD - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering Windows. - See product approval chart on these plans for exterior door manufacturer information (including garage door) - Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. s o e = M STE O s NC o UR o'1CLOSET IIII o First Floor Square Footage $1 N 0)_ BAT ';, First Floor A/C = 890 sq. ft, 2 0.1 r �,-0, I 2, O„ 36" Well O k 1`1,4STE(Z p 3 ENCLOOSRE �. Carport - 102 sq. ft. BATH TAAN LESS Io n —, L p� 11,-2y," First Floor Total = 992 sq. ft. o o HEA ER Second Floor Square Footage o D E FRONT Second Floor A/C = 909 sq. ft. D y LOADRR - ��s 'o. Covered Balcony = 83 sq. ft. 2'- rn 12'-e" in HU u' i O Second Floor Total = 992 s ft. BEDROOM ct q >o o , `Abo��, 9 #3 `. Under Roof Square Footage Breakdown MASTER o r, o First Floor Total = 992 s ft. BALCONY `" BEDROOM �, im�41_ �. q JIII xar IBEDROO_ Second Floor Total = 992 sa. ft. iNw 1 �2 �� n Total Space Under Roof = 1984 sq. ft, u = $ A/ S B 11 -1 Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI metal top plate 5/8" drywall ceding on See Floor Plan For Location truss bottom cord 6 O T U w 6 to I q drywall on SIn le Filled Cell Column U 2' 2" x 4' metal studs at 16" o.c. � i Finish to match existing NTS y ~ w Filled Cell Masonry Column With One T I #5 From Footing To Beam Each. W O meta' bot track Conc. Fill To Be 3000 PSI T T' See Floor Plan For Location `9 p 4" concrete slab with fibermesh OR o Typical baseboard 6"x6" #10/10 WWM on 6 and Visqueen over "w clean compacted termite treated fill " to — j;S L eze n Interior Non -Bearing Partition o Scale: I/2" = r-o° Double Filled Cell Column > ° `ynmT E,AdB) MIX I I Fin. I II II II Ia I� = Floor NTS lku, a l �� �m 1 C m [Q (k Ii �I v Ci U I I I E I 1 Dowel (1) u5 bar 11 II w/ 25" min lap 1 and 6" embed LL=====___-- 30" min. Cont. Concrete Footing jU Down �balr U nts Corner Steel Lap 3� High nts � s 2" dia. ghandrail attached to Wall W/ I min. 1 1/2" between o I L v Provide two ply floor joist for stairs v 15 risers at �f .46" high 14 treads at II" deep 9. �1 �,1 o C pace rea own 2" x 12" Treads M I M G �09 First Floor A/C = 890 sq. ft. 4„ � of �^ o Second Floor A/C = 909 sq. ft. �n -1 _ 11'-O" 2'-I 9'-4" 10'-0° _ Total A/C space 1i99 sq. ft. EGRESS EGRESS Rod t Shelf Total Cubic Volume = 14392 cu. ft. 0 0 G) E 0 13 0 f7 O � 9 0 0 O T O O 0 0 S- O O O 8'-Ily2 3'-IP 9'-5y2 SECOND FLOOR PLAN I. Contractor to verify ALL notes and dimensions prior to SCALE 1/4" = 1'-0" proceeding with work. 11. All exposed attic insulation materials installed on attic floors shall have a critical radian 2. Contractor to STRICTLY enforce ALL OSHA Requirements. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation — 3. ALL Lumber to be used as Beam, Rafters, etc... to have materials exposed on the underside of the roof deck or on the attic walls shall comply a minimum 1,400 P.S.I, fiber stress. with F.B.C. Residential Section R314 - see permit info box of code edition 4. No dissimilar metals to touch. 18, Gpsum board material shall conform to ASTI"1 C36, C�9, C415, C514, C630, C931 5. ALL Concrete used for slabs shall be 2500 PSI concrete, and C440, Cl002, C104TCI117, C1118, C1218, C1395, or C1396 and shall be installed _ ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to according to the following: shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 11. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 12. Separation between residence and garage shall be per FBC R309.1 and R309.2 It 14. Insulation including facings such as retarders or vapor permeable members installed withln floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with A3TM E 84. 1 1 t h II 1 th FBIII, R316 Drywall Thickness Location Orientation Framing Member Max. s acing of fasteners Nail sizing options for drywall Spacing installation of into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either 16" 81, 161. Direction 15/44" headOR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either 16" 8" I6" 0.092" dia. X 1 1/8" Ion 9 with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I 11/0. with 19/64" head. nsll a l s a comp y wl 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, 15. Wall andd Ceiling shall have a flame -spread classification of not greater than 20 A108.1, A118.1, A118.3, A136.1 and A13�.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIli8 and installed I.A.W. manufacturers recommendations shall - (2 2" x 12" wood beam JIM W M bolted to girder truss with LU :3u O -1 (2 with 5/8" din x 5" lag screws min 3" separation betwee Z Z W N ap M Z 0 sc ews at each web location Q U)OD v ° A 00 00 U Hang stringers to beam using CL 1 I 2 < Simpson HGA 10 with (4) F- r r- Q 1/4" x 3" wood screws into beam =i; aD OD 'a tt and (4) 1/4" x 1 1/2" wood screws 1 Z (Y N into stingersIr v 2" x` 12" Stringer one on each side_ of -o stairs I- Q ~ ui v X _J 1 _ h--u_ .� " -IJI, _ REVIEWED FO CODE COMPLIA f v CE Q Attach stringers to Floor using ST" LUCNE COUN 43 ur) Simpson HGA 10 with (4) r+ 1/4" x 2" tapcons into floor and (4) 1/4" x 1 1/2" wood screws SOCC into stingers STAIR DETAIL .J _U Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck Exterior face of wall—\ >\ P.T. Buck 2 sides d header Detail at Exterior Doors NTS Scale: 1/2" = 1'-0" Attach window to block wall with UJ 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max SHEET NO: and 6" o.c. max from each corner thru Exterior face I" x 4" PT Buck . of wall Vpries JOB NUMBER: I" 4" PT B k 19-113 I.. D e t a l l at W I n d OW S 2sides & header 0 of �a NTS Qooap�.......... oho SECOND FLOOR F R,4111NG TYPICAL NOTES: Scale: 1/4" = 1'-0" - ALL Flywood sub -flooring to be saturated w/ Thompson's water seal Immediately after Installation for leak protection. - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - F)rovlde fire stop blocking at all floor trusses dividing the floor area into 500 sq. ft. (Max.) spaces RCC = FL,4N #9 diamon PLAN • A/C Compressor Bracket Plan view SCALE 1/2" = 1'-0" #9 diamond plate SEE TYPICAL � WALL SECTIONS 3" x 3" x 1/4" aluminum angles< (4) 1/2" stainless steel bolts 1_� ELEVATION A/C Compressor Bracket Detail SCALE 1/2" = I'-O" ROOF SHEETING ATTACHMENT DETAIL I, Minimum Nail Size = Bid ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on preure for roof stated n permit Info box on t�ese plansssfor zone 3 Ke Area Ede Field Fastener Pressure Zone I 611 41, Sd ring shank 45 psf Zone 2 41, 6" 8d ring shank l6 psf Zone 3 .4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres§ure for r of stated in permit info box on these plans for zone TYPICAL ROOF NOTES: Scale 1/4" = I'—O" - Overhangs shall be 6" except zero lot line side which shall be 0" unless otherwise noted on this sheet - Roof pitch shall be 4:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction - Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. TRUSS BRACING NOTES Contractor to brace all top and bottom chords in floor and roof trusses in the following manner: - install first row of truss bracing 36' from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than l2" in clear span. All truss bracing to be 2" x 4` wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. ases spaced per truss ufactures plans ucal splice tech bracing to truss chord ig (2) IOd Weds m all ations x 4" wood bracing bar• _ NJIo eR Precast Lintel BIOS-OBAT Additional s5 bars�� A One Row of Beam Block Above SF.Ar1 EDuLP Mark Size and Description g1 Two rows of beam block filled with concrete and (1) #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) #5 bar per lintel schedule continuous over openings. B2 (2) 2" x 12" SYP #2 Wood Beam B3 8" x l2" concrete tie beam with (4) 45 bars cont. over clear spans, provide 43 ties at 8" o.c. max, spacing LED R sC�EDULF Mark Size and Description LGI (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia, expansion anchors at 24 o.c. staggered with min. 6" embedment into wall LG2 (2) 210 n x 8" PT ledger bolted to wall with (2) 1/4" x 5 1/4 tapcons at 12 o.c. max staggered. i Aaainonai TL yr CLEAR ----i' 45 bar• ----�' coven BFIL-IB/IT BFIL-ID/2T NOTES: MIN, COVERAGE OF STEEL = 15' 2. MIN. BEARING REQUIRED a EA. END = 4' 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length I Clear Span "A" Bars "B" Bars 2'-10" 2'-81, -L" 2.U3 none 3'-4" 3'-4" 2'-2" 2,V3 none 4'-0" 3'-10" 2'-8" 2,43 none 4'-4" 4'-4" 3'-2" 2,a3 none 5'-4" 5'-2" 4'-O" 2,tt3 none 5'-10" 5'-8" 77 2.41 none 4'-4" 5'-4" 2.44 none T-O" 6'-2" 2,45 none 2,95 none ALL reinforcing steel Is grade GO LINTEL SCHEDULE Window Poorro- Rows of Max Msx Max unit Lintei Cast -Crete Stressed BMBlock Bottom Top dvrty Load Load Llift oadrd WidthSize Specification steal Sire steel size (PLF) (PLF) (PLP) F T-O` 2'-10' 8F8-OB/IT NO — I a5 30L9 1569 IL42 T-2.T-0 V-9" 8F8-OBAT NO — 1 #5 25GI 13L3 1L3 2'-8' 4'-6' 5'-I0 8198-OB/IT NO — I s5 1349 IOIL 411 L50 5'-O' 5'-8' 8F8-05/IT NO — I s5 1106 904 339 L60 61-8. 6'-8" 8F8-OBAT NO — I a6 1011 121 534 L10 T-0' T-0" 13111 /IT NO — 1 a5 1011 121 534 L80 W-O" 8'-8' 8F8-05/IT NO — I s5 699 591 512 L90 9'-0" 9'-8' 811"1 NO — — 1 $5 535 530 401 1.I00 10'-0" 10'-8" BPS-OBAT NO — 1 e5 582 414 452 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-II" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS I" x L" 4" profs aluminum i Zero Lot Line Overhang m 6 Ln I1J tNl C to La Q U O � N V � nntn l� n N CN W O O :3 U O 'z W O moo� N CA Go OD Z (N CN v tt U O � t: W F= W v x N io LL tL 4 N < 3 ai SHEET NO: a , OF S. JOB NUMBER: 19-113 0 o, o��eL of b�°•: o AM. AR 9770 =1__ Scale : I" = 1'-o" FIRST FLOOR ELECTRICAL PLAN ELECTRIC NOTES: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to be installed per NFPA requirements. 6. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets. shall be protected by Combination -Type AFCI Circuit Breakers. `l. Tamper resistant AFCI receptacles to be installed in ALL rooms Kitchen, Bathrooms, and Garage. S. ALL bath and kitchen and garage receptacles to be GFCI protected. 9. ALL exterior outlets to be WP/GFCI protected. 10. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. and current version of any supplements to the 2010 ed. 11. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 12, ALL A/C Equipment shall be 16 SEER. 13. Provide Disconnects at ALL a pl'ances (water heater, A/C units, and ALL other equipment as requiredp by N.E.C.) 14. A/C Ducts in Garage shall be metal or 1" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and 'shall have no openings into the garage. 15. Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** SECOND FLOOR ELECTRICA i FLAN SCALE: ;1/4" = 1'-0" PANEL ,,A„ Poles BR Load Wire Description circ# arc# Description Wire Load BR Poles 2 40 1.0 kw #8 3.5 Ton A/C comp 1 2 AHU #lo 3.5 kw 30 2 3 4 2 60 22.0 kw #io Tankless water HTR 5 6 Range tt6 12.0 kw so 2 l 8 9 10 Dr er #10 5.0 kw 30 2 1 20 1.8 kw #12 Water Pump II 12 13 14 Irr. Pump #12 1.8 kw 20 2 1 20 1.5 kw #12 Range Hood 15 16 1 20 1.2 kw #12 Clothes Washer 11 IS Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 21 22 General Lighting 412 20 1 1 20 #12 General Lighting 23 24 General Lighting #12 20 1 1 20 #12 General Lighting 25 26 General Lighting #12 20 1 1 20 #12 General Lighting 21 28 General Lighting 412 20 1 1 20 412 General Lighting 29 30 General Lighting 412 20 1 1 20 #12 General Lighting 31 32 Bathroom GFI #12 20 1 1 20 412 Bathroom GFI 33 34 spare spare 35 36 spare spare 31 38 spare 44 spare 39 40 spare s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description 0t . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance, ,Circult(s), . ... .. .Range .................................................. Range . Hood ......................................... Refrigerator. Dish Washer Disposal ... ... .. _ ..................... .Clothes: -Washerr......................................... .Clothe.s,Dryer....:::.:...:.................................. Tankless Water Heater ..................................................... Water. Pump ................................:................. .Irrigation Pump .:. ...................... .... .............. ...... .. _ ........ ..... . .. . 1,199 3 5,391 2 1,500 3,000 1 12,000 12,000 1 1,100 LIDO 1 1,200 1 1,200 1 1,200 1,200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 1 22,000 22,000 1 1,800 1,800 1 1,800 1,800 Total Watts 56.691 First 10000 Watts $100% 1 10,000 10,000 Remainder 46,691 940% 1 0 18,819 Electric Heat or A/C 10,000 965% 1 6,500 4,500 Calculated Load Watts 35,119 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = I41 150 Amps A/C disc. AP (3) 41/0 copper feed MCB 1 '''A Conduit PANEL 2" PVC ( FPL 142 Copper to FPL uG servic ground to rebar in slab ,LEC7R C/4L_ RISE NTS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC File Copy Q' I N I .s o- I O cv I 6 T T W O s I♦ � 6 CV T Ln — s N a I O Y CV cy I cn c �N a u lY 1 Q U N v O N o.) c- z LL v � U — � -f•1d- N Q) N v � v pL Q � cv (L o O W :3 y O < Z W i.o ? ao O v W Dino airo ` Q Z N Cli# to O ,.-• ,-• � .o CV CV na U O r- 73 W U ., .. El cal ~ X UI ., -1 s _ U N I- U- N Q .J N c� SHEET NO: OF S. JOB NUMBER: I9-113 -o FL eftga4 0e =0 AR MO 4 I NPON I I IPJAIN—ii aim BI L31 all LGI II �ILES30 LE,I SECOND FLOOR FR,411NC. TYPICAL NOTES: Scale: 1/4" = 1'-O" - ALL Plywood sub -flooring to be saturated w/ Thompson's water seal Immediately after Installation for leak protection. - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Provide fire stop blocking at all floor trusses dividing the floor area into SOO sq. ft. (Max.) spaces BI HETA 20 L20 L20 BI BI BI 51 L20 Hul BI L31 �Abov�, F. e Ix`tI ^9 u t7 BI BI BI BI BI L31 BI HETA 20 L31 BI L20 BI L40 RCOF PL,4N TYPICAL ROOF NOTES: Scale 1/4" = 1'-O" Overhangs shall be 6" except zero lot line side which shall be O" unless otherwise noted on this sheet - Roof pitch shall be 4,12 unless otherwise noted on thi sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verlflcation. O D �" ON ANY TRUSS - TRUSS DEFLECTION SHALL N T EXCEE O. #9 diamoni #9 diamond Q q- 3" x 3" x 1/4" aluminum angles PLAN A/C Compressor Bracket Plan view SCALE 1/2" = I'-O" SEE TYPICAL , WALL SECTIONS 3" x 3" x 1/4" aluminum angles (4) 1/2" stainless l-� steel bolts \ ELEVATION A/C Compressor Bracket Detail SCALE 1/2" e♦i��iOs����A���o�♦ r ♦i♦i♦i♦♦!�ii♦i �'♦ii��ii♦♦i♦i®♦® j�i♦♦`�♦♦♦♦♦♦♦i E� Q eta r, 4,®♦i�i�♦♦♦i♦ii Ke Area Eda Field Fastener Pressure Zone I �' � 8d ring shank 45 psf Zone 2 4" 6" 8d tin shank "16 psf Zone 3 �}" �" 8d ring shank 84 PSI`** Zone 3a 6" 6" #8 wood screw 112.5 psf TRUSS BRACING NOTES Contractor to race a top an bottom chords in floor and roof trusses in the Following manner: - install first row of true& bracing 36" from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear &pan. All truss bracing to be 2' x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. Well below Trusses spaced per truss manufactures plans m Typical splice m A n Attach bracing to truss chord x using (2) IOd nails in all W locations N r x 4" wood bracing I" x 6" PT Fe 4" prefabricate aluminum gutter BEA�1 SCEDUL.= openings. Mark Size and Description BI Two rows of beam block felled with concrete and (I) #5 bar continuous In each row. Provide precast lintel felled with concrete and (U tt5 bar per (Intel schedule continuous � over See typical section for wall finish notes Ln i w -- I •• `9 N s Size and Description (L° 6• Ln ledger bolted to wall with (2) 5/8" dla. at 24" o.c. staggered with men. :o wall N ,T T T � > � ledger bolted to wall with (2) I/4" x at 12" o.c. max staggered. OC Li Typical Flooring on 3/4" COX plywood sub -flooring screwed and glued to floor trusses. ALL Plywood sub -flooring to be saturated with Thompson s water seal Immediately aster .Installation For leak protection O � rd Provide H2:5 strap eL to ledger connection eecii Jast „ N't.i "deep Top Chord Bearing ;or trusses at 4 o.c. typical R-30 bans insulation Ledger LGI see ledger schedule I sBeea beam schedule I Floor Truss to dock ball Att - hment Detail rite Additional 45 ban � Lintel Bar ClearClearar n t1 "A" riBu ' • Length Length Span Bars Bars ' 1' 10" 2' 8 t " 2 tt 3 none Precast Lintel y L 2'-2" 2,a3 none � 8F8-OB/IT i�i 3'-10" 2'-8" 2,123 none Additional � �Q � a5 bets • .r '— ,, .. ..•.' MAX 4'-6" 4'-4" 3'-2" 2,43 none One Rom of Beem Block Above � N in 5'-4" 5'-2" 4'-0" 2,tt3 none 21tt4 none Precaa ".`,'•.9 f.- - 6 _6 6'-4" 2,44 none .Lintel 1' r i �•� � ' !"i � � Additionqi ban n/ 115 l'-O" 6'-2" 2,tt5 none di illID/ZT B 8'-4" 1'-10" T-O" 2,45 none . NOTES: I. MIN. COVERAGE OF STEEL 1.5" 2. MIN. BEARING REQUIRED a EA. END 4" LV iA , ALL reinforcing steel Is grade 60. 3. STANDARD FOR REINF. STEEL ASTM ALIS GRADE LO (— TYPICAL LINTEL SECTION (Y ua o O ( PRECAST CONCRETE) W z " O LINTEL SCHEDULE Window pre_ Rows of Max Max. Max or D Stnse&d BM Block Gravity Upldc Lateral Mark Unit Lintel Cast -Crete Above Bottom Tap Load Laad Load Width Size Specification Steel B'u steel g'v (pLF) (PLF) (PLF) L20 Z'-O" Z'-10' eP8-OD/IT NO — I a5 301119 11510 I642 L31 Z'-i' 3'-9' BPS-OD/IT NO — I a5 26LI 1343 TL3 s'_e' 3'-I` L46 4'-5' 5'-1- e1111 NO — I a5 1349 IOk 411 L60 6'-0' 6'-1111' BP8-OB/IT NO — I a6 1106 909 339 LGO G'-e' G'-B' BFB-OD/IT NO — I 96 1011 121 634 L10 1'-0' 1'-0' ePe-OB/IT NO — I a5 1011 921 534 LBO B-0' B'-B' BPB-OD/IT NO — I 396 449 691 512 '. L90 9'-0' 9'-B' BPB-OB/IT NO — I a6 636 630 401 1.I00 10'-01. 10'-9' BFB-OB/IT NO — i e5 682 414 462 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-II" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASppNRY OPENING SIZES ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING STRAPPING SCHEDULE HETA 20 HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap steal Zero .Lot Line Overhang have (9) IOd x I I/2" Wads. Scale I" I'—O" IIJ k. a r LL U w Z 111 �� V O Q t44 �a�i� Q < Q-- r r � Q I Z N ry � i# rr- r 3 0- -t7i LtJ � v U -•8 QL REVIEWED FOR CODE COMPLIANCE C- ST" LUCIE COUNT" Q:► CWWO File Co SH)=ET NO: of S. Boa NUMBER: 19--113 R. 4.0 0. ��`'• at erTo .° i STRAPPING SCHEDULE HETA 20 HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap steal Zero .Lot Line Overhang have (9) IOd x I I/2" Wads. Scale I" I'—O" IIJ k. a r LL U w Z 111 �� V O Q t44 �a�i� Q < Q-- r r � Q I Z N ry � i# rr- r 3 0- -t7i LtJ � v U -•8 QL REVIEWED FOR CODE COMPLIANCE C- ST" LUCIE COUNT" Q:► CWWO File Co SH)=ET NO: of S. Boa NUMBER: 19--113 R. 4.0 0. ��`'• at erTo .° i STRUCTURAL NOTES DESIGN CRITERIA D-1 CODES:- FLORIDA BUILDING CODE CH EDITION (2017) ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" NOTE: 2 DESIGN OODEAD LOADS: 20PSF 1, THE DRAWINGS S1 TO S2 ARE FOR FOUNDATION DESIGN ONLY. ALL STRUCTURE ABOVE THE SLAB IS DESIGNS BY ENGINEER OF /� 8' MASONRY WALL 55 PSF STRUCTURAL DESIGNNLIVE LOADS: BETE 156PCF ° RECORD. COORDINATE BEARING WALL LOCATIONS AND MASONRY WALL DOWELS, PLUMBING AND ALL OTHER ITEMS WITH DESIGN E N G i N E E R i N G LIVE RESIDENTIAL AREAS 40PSF DRAWINGS. D-3 DESIGN WIND SPEED: Vas=1124MPH3SECOND TION1 PER FIGURE1609A 2, CROSS CHECK ALL DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS. Vasd =124 MPH PER SECTION 1 09.3.1 RISK CATEGORY II ( PER TABLE 1604.5) SURFACE ROUGHNESS: D PER SECTION 1609.4 WIND EXPOSURE CATEGORY: D PER SECTION 1609.4 - - MK STRUCTURAL ENGINEERING - - - —" - — 587 WEST EAU GALLIE BLVD MEAN ROOF HEIGHT: 45.00 FT SUITE 201 ' ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT MELBOURNE, FL 32935 GCpi = +/- 0.18 ' P: 321.600.0672 OR 321.574.2702 ASSUMPTIONS: www.mkstructural.com A. BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1609.2 FBC D-4 SEISMIC: ZONE 0 q Certificate of Authorization#: D•5 PREPARE SITE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, PREPARED BY FEDERAL ENGINEERING AND TESTING, INC. 1 2 4- 6 7 8 � 1 0 CA 27800 JOB NO.19SB152, DATED MARCH 14, 2019. GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL project number ENGINEER PRIOR TO PROCEEDING WITH WORK. '` G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO g_33„ �11 1, 3, MK 1 `+-28 2 MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. �, a 2'-g" T V4" z, 5'-3" 3`aa 2' 0" 12'-0" 5'-54' S'-9g" G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. 14" DIA AU ER CAST G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE PILINGCA, E K SE8 DETAIL ^ E STRUCTURAL ENGINEER. J/S2, GE REQUIRED G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY 1�a AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) RESIDENCE G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON -- THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT; DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND NSTALL A COMPLETE N 163 NETTLES BOULEVARD STRUCTURE. I I I 11a" AUGER CAST PILING, I I I JENSEN BEACH, FLORIDA 34957 - PILING, SEE DETAIL G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED K/S2, TYP NO CAGE QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECTIENGINEER FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT 14" DIA AUG R CAST issued for date WILL RESULT IN REJECTION OF SUBMITTAL. PILING, SEE )ETAIL DEEP FOUNDATIONS -AUGER CAST PILE J/S2,.CAGE F EQUIRED PERMIT SET 01/24/2020 DF-i AUGERCAST PILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES CONTAINED IN THE FOLLOWING GEOTECHNICAL REPORT, C r — —�' DF-2 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING SIZE AND This document Is the property of MKStructural Engineering. CAPACITIES: ASSUMPTIONS - GEOTECHNICAL REPORT TO BE COMPLETED MK Structural Engineering retains all Fights therein, Including 14" DIA. AUGER CAST PILES - copyrights. fiis not to be reproduced or copied in whole or In 70 KIPS COMPRESSION, 34 KIPS UPLIFT, 4 KIPS LATERAL (3U FT. LENGTH) part. It is not to be used on any other project and is to be manner returned upon request. It may only be used in a manner h MK DF-3 PILES SHOULD BE REINFORCED AS INDICATED IN "TYPICAL AUGERCAST PILING DETAIL". I consistent Engineering ing is Structural ling a rvicesforth while MK Structural Engineering Is ed providing services extensions specific project Identified or referred to herein or extensions thereto. DF4 GROUT SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS OF 4000 PSI MINIMUM. GROUT SHALL HAVE A MAXIMUM It may not be used for any other purpose except with the MIK FLOW RATE OF 15 SECONDS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CURED OR LAB CURED CYLINDER TESTS FOR REVIEW PRIOR TO USE. express written a ring. Uneementauthorized of, and ed uses ill on ro ec _ Structural Engineering. UnauFhorized use will be prosecuted - pursuant to the copyright laws. DF-5 GROUT SHALL BE TESTED IN ACCORDANCE WITH ASTM STANDARDS UTILIZING 3"x6" CYLINDERS. TEST CYLINDERS SHALL BE MADE AND CURED IN ACCORDANCE WITH ASTM C31. 14" DIA AUGERCAST DF-6 WHEN PILES ARE IN CLUSTERS OF TWO OR MORE, INDIVIDUAL PILES SHALL BE INSTALLED WITHIN 3" OF THE DESIGN LOCATION. THE CUMULATIVE LOCATION OF THE PILING, SEE DETAIL revisions PILE GROUP CENTER OF GRAVITY SHALL NOT EXCEED 11". SINGLE PILES SHALL BE INSTALLED WITHIN IV OF DESIGN LOCATION. VARIATIGN FROr,1 PLUMB SHALL NOT J/S2, CAGE REQUIRED EXCEED PIN TWO FEET. DF-7 ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN D - _ item description date ADJACENT PILES WHILE THE MORTAR IS IN THE FLUID STATE. DF-8 AN AS -BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE AS -BUILT DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT AS -BUILT DRAWINGS TO THE STRUCTURAL ENG VEER FOR APPROVAL. DF-9 CONTRACTOR IS RESPONSIBLE FOR ENGINEERING COSTS ASSOCIATED WITH REDESIGNS CAUSED BY IMPROPER PILE LOCATIONS. DF-10 WHERE THE PILE CUTOFF IS NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION METAL SLEEVES OR CASING OF T, E PROPER DIAMETER AND AT " LEAST 18 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH) DF-11 INSTALLATION OF PILING SHALL BE MONITORED BY A LICENSED GEOTECHNICAL ENGINEER. REPORTS OF WORK SHALL BE SUBMITTED FOR REVIEW. REPORT SHALL INCLUDE PILE DEPTH, PILE GROUT VOLUME, GROUT FACTOR, CONCRETE COVERAGE ON THE REINFORCING STEEL, GROUT DELIVERY DATES, MISCELLANEOUS OBSERVATIONS, AND OTHER INFORMATION AS REQUIRED. REINFORCED CONCRETE RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318. PILE LAYOUT PLAN RC-2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. SCALE:1/4"=V-0" RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: GRADE BEAMS AND STRUCTURAL SLAB 4000 PSI scale AUGERCAST PILING 4000 PSI 46-94° RC-4 USE REGULAR WEIGHT CONCRETE. 1 AS NOTED RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS, WATER CEMENT RATIO & AGGREGATE REQUIREMENTS: 2 �" a3'•3" 12'-5° LOCATION SLUMP WIC RATIO MAX. AGGREGATE GRADE BEAMS 4"+/4- 0.52 ASTM #57 AUGERCAST PILING 5"41" 0.51 ASTM #8 PEAROCK E sheet title SUBMIT DESIGN MIXES FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONCRETE POUR, DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYPE OF S2 TYP REVIEWED FOR GB1STRUCTURAL USE. FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. �" GB1 G81 GB1 G81 ®®E COMPLIANCE a) 30 MAXIMUM WATER R CEMENT RATIO WHEN R BACK-UP DATA IS AVAILABLE: l '�c ` - ST. LU C i E COUNTY NOTES, PILE a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; WIC RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) /� RC-7 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS \ — \ BOCC /� \/ /� RC-8 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE CEMENT CONTENT, WATER/CEMENT RATIO, SLUMP, 5" CAST - CON CE LA T OUT A N STRUCTURAL ENTRAINED AIR, ADMIXTURE CONTENT AND QUANTITY. \\ \ UCTURAL CONCRETE \ SLAB 04 \ \. RC-9 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE \ T/SIB \ C O RA D E B EA1 � 1 ET L.100 -0 m - RC-10 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. ° �p, 4M18 File Copy /\ RC-11 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. PLAN \ \ \ RC-12 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. L \ F INDICATES CAST -IN -PLACE \ \ \ S2 S2 CONCRETE SLAB REINFORCING \ \ RC-14 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI.315 LATEST EDITION. \_ GS2 TYP m 4M 12 GB4— \ U B3 GB4 \ Z I seal/signature RC-15 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING —\ HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM Z� STANDARDS REFERENCE IN ACI 318. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, WITH SUPPLEMENT (S1), MARKED "S". 6"XT-10I10 WELDED RC-16 ALL WIRE FABRIC LOCATED IN THE MIDDLE TO UPPER PORTION OF THE SLAB: WELDED WIRE FABRIC SHALL BE SUPPORTED WITH APPROVED S ON GRADE SHALL REINFORCED WITH:\\ V SPACING OF REINFORCING a ~.� NN I % MATERIALS OR SUPPORTS NOT EXCEEDING 3 FT OR IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. \ 5" CAST -IN -PLACE i 7d SLAB DEPTH LOCATION \ \� S2 j.......... \ STRUCTURAL CONCRETE �� SIZE OF REINFORCING BAR fl N v RC-17 WELDED WIRE FABRIC TO COMPLY WITH ASTM A185 SHEETS ONLY NO ROLLS INSTALL ON BRICKS OR BOLSTERS AT MID -DEPTH OF THE SLAB. 5" CAST -IN -PLACE \ \ \ SLAB ELEV. STRUCTURAL CONCRETE RC-18 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA, LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT \ 4M18 98'-0" SLAB \ �'6r MIDSPAN UNLESS OTHERWISE SPECIFIED. Y \ G O T�/SLAB \ RC-19 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. Cmc� \\ \ S S2 O O E00'-0" \ \\ V� ' '-PATOF E oz'o �� RG-20 PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED. \ N d f 8 \ �► \ �i� MINIMUM COVER: LOCATION AND CONDITION: \ \ m I tr u l �i�®® ��`��� A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL BARS 3" .} \ J m H i,,f / F16�E j 11`�� B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2" \ W #5 OR SMALLER 1-112" \� H - - - - - - — - - - \ �, O--) C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND L _ - - - - - _ _ _ _ _ - _- Registered Engineer: Michael A. Kalajian I. SLABS, WALLS, AND JOISTS #11 OR SMALLER 3/4" 2. BEAMS AND COLUMNS: #144181-1/2" - G82 GB1 GB1 GB1 Registered Engineer License: PE 60133 (PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS) ALL BARS 1-1/2" s'-14" ' as-o4 RECEIVEU sheet number D. SLABS ON GRADE: SINGLE MAT, TOP 1/2 TO 1/3 OF THK -- -- --- -- -- ----- RG-21 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 46'-2" h Al 1 ?070 ; " RC-22 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. ST, i.uCte Cowayr Permitting S1 RC-23 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL RC-24 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. RC-25 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6'-0" FOR GRADE BEAM AND STRUCTURAL SLAB PLAN drawn by: MAK checked by: MAK _ _ _ _ _ #57 AGGREGATE AND 9-0" FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. TOP OF GRADE BEAM EL. 98'-0" TYP U.O.N. (G61 TO GB3) SCALE: va"=r o" a TOP OF GRADE BEAM EL. 100'-0" TYP U.O.N, (GB4) by MK Structural Engineering, L-C. all rights reserved. TOP OF SLAB EL. SEE PLAN WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24' x 36- �— - - GRADE BEAM SCHEDULE MARK BEAM SIZE REINFORCEMENT STIRRUPS REMARKS WIDTH DEPTH TOP OF BEAM ELEVATION TOP BARS "c" OR "E" BARS LEFT °c" OR "E° BARS RIGHT SOT BARS nDn BARS IZE TYPE SPACING GB1 24" 20' , 981-0" 4416 - 4413 - #3 j). 7"O.C. GB2 24„ 20' VARIES 446 446 _ : #3 Q T'O.C. GB3 24". 20' VARIES. 446 - 446 - #3 Q 7 O.C. G84 24 24" 100-Sd 3-#6 _ 348 - #3 T' O.C. LAP SPLICE LENGTHS BAR NO.., fc' 3 4 5 1 6 7 8 9 10 COMPRESSION LAP SPLICE > 3000: 12 15 19 1 23 1 27 1 30 1 34 1 39 CLASS A TENSION LAP SPLICE 3000 13 17 21 :! :1 42 47 53 4000 11 15 18 22 32 36 41 46 5000 10 13 16 20 28 32 36 41 CLASS B TENSION LAP SPLICE " 3000 16 22. 27 33 47 54 61 68 4000 14 19 23 28 41 47 53 59 5000' '13 17 21 25. 37 42 47 53 N N 2-4- STRUCTURAL —ENGIINEEBING— H 4 dad a - dg aWQ ° a LL4 HOOK PILE REINF IN ° ° m p PILE OR COLUMN SUPPORT DIRECTION OF GRADE a ° a SELOW BEAM w ° - o ° ° ° a ° ° a , d MK STRUCTURAL ENGINEERING TERMINATEALL '._� d ° a. 587 WEST EAU GALLIE BLVD °.° ° LONGITUDINAL RADE SUITE 201 BEAM REINF W/ 900 a HOOK ° ° MELBOURNE, FL 32935 \-AS ,� a 4 P: 321.600.0672 OR 321.574.2702 (3) # 3 STIRRUPS AT BEAM STEP STEP REIONFORCING d ° www.mkstructuirol.com REQUIRED FOR .: ° _ STEP IN BEAM -a a Certificate of Authorization#: a ° ° °.. ° A 27800 NOTES. 1 STIRRUPS CAN BE DISCONTINUED WITHIN MIDDLE 1/3 OF SPAN0- ° °4 c ° 2. BEAM DEPTH IS ADJUSTABLE, SET BOTTOM OF BEAM AT A MINIMUM OF 6" BELOW GRADE. 24" MINIMUM BEAM DEPTH. ° S ** 4 412 CONTRACTOR TO VERIFY ALL BEAM SIZES PRIOR TO CONSTRUCTION REPORT ANY DISCREPANCIES TO ENGINEER ° a a N° ° ° = project number 0.25 LN 1 GREATER OF 0.33 LN 1 "B" BARS CONTINUOUS VER U g = d40Rn d ° .d ° ° ° m p a n^ •^� �y CONTINUOUS OR 0.33 LN-2 OR GRADE BEAMS UNLESS PLICE _ a ° I - I - L� CJ L� CONTINUOUS IF SHOWN REQ'D I- m o ° ° ° d a �. o. :a .. IF SHOWN 101001 "T"BARS ...'T" BARS ::� r I J 0. °°° eOaa° d ° d °°g EXTEND TOP REINF dI2" CLRW/VAPOR BARRIER a ° MIN 48 BAR DIAE LE•RE ° '. " ° B' BARS_3' CLR W/OVAPOR BARRIER M" BARS ° - • CONTINUEBOTTOM _ LAP SPLICE OVER PILE ' IN (^ LN-1 LN-2 '�f CANT _— R E C V I ®� V E BAR DESIGNATION:. - AUGER CAST PILE - 4T16 WHERE INDICATES SIZE OF REINFORCING BAR. M - - MIN 6 T LOCATION OF BAR (T=TOP, B=BOTTOM, M=MIDDLE) MIN 6" MIN 6" INCHES , ES BARS PACING N - - 161NDICAT tl A TYPICAL STEP RAD E__BEAM TYPICAL GRADE BEAM CO_F,NE_R TYPICAL STRUCTURAL SLAB ON GRADE REINFORCEMENT SCALE 3/4"=1'-0" _ SCALE 3/4"=1'-0" 1ENSENBEACH, BOULEVARD JENSEN BEACH, FLORIDA 34957 issued for date PERMIT SET 01 /24/2020 a °. This document is the property of MK Structural Engineering. a .. _ MK Structural Engineering retains all rights therein, Including Cl)8" MASONRY WALL, I T - -� DESIGNED BY OTHERS copyrights: It is to be reproduced or copied In whole or in PROVIDE (3) ADDN part. It is not to be used on any other project and is to be STIRRUPS IN JOINT IF ..returned upon request. It may only be used in a manner a ° NO PILE OR COLUMN - - - - - consistent with MK structural Engineering's rights while MK SUPPORT AT - - Structural Engineering is providing services for the specific INTERSECTION " project identified or referred to herein or extensions thereto. e ° ° NTERSEC BEAM FORM AND POUR 8"X8" - It may not be used for any other purpose except with the FOR ALL PILES THAT TERMINATE TOP OF SLAB ex resswrltten a reement of, and compensation to, MK IN GRADE BEAMS, HOOK PILE ._- WIDTH WITH (1)#5 BAR, `14' 14" P g P STRUCTURAL SLAB, SEE PLAN a - Structural Engineering.. Unauthorized use will be prosecuted REINF W/90 HOOKG DIRECTION a . CONTINUOUS. DIA DIA pursuant to the copyright laws. ° OF GRADE BEAM SEE PLAN FOR REINF a a 8' MASONRY WALL, : #3 CLOSED TIER a ° $ revisions a. REINFORCED WITH - p a ., F=- m #5@48" O.C. IN a . '4 a s i d ? g GROUT FILLEG 1 #7 1 #7 ° ° a a. CELL`?- : 4 #5 O . O O item description date d LL ° a m o h T/GRADE BEAM - ° Q - FORM GRADE BEAM FROM SOIL IF SURFACE ° " TOP OF PILE TOP OF PILE -- S UNEXPOSED ° a. d ° --f'R, ADr'$t_*"'^F'LAN ° ° a .GRADE BEAM, SEE SCHECULE ° :FINAL GRADD; " `.'.. _._ p a FOR,REINF _ a ° d SEE CIVIL °° °° a Q EQ iro ° a 6 ° ° TERMINATE ALL t m a LONGITUDINAL GRADE BEAM REINF W/ 90° w d d HOOK 50 KIP COMPRESSION, 14' DIA ° d o 50 KIP COMPRESSION, 14' DIA a a 'AUGER CAST PILE W/ 5,000 PSI AUGER CAST PILE W/.5,000 PSI — ° `GROUT m r°' w GROUT m - ° a AUGER CAST PILE AUGER CAST PILE. a scale Y TYP GRADE BEAM INTERSECTION a TYPICAL PILE CONNECTION E EXTERIOR GRADE BEAM SCALE 3/4"-1'-0" - SCALE 3/4"=1'-0" s AS NOTED 0 m Sheet title FORM AND POUR 8"x16^ WITH (2) #5 BAR, a -#4 NOSING BAR CONTINUOUS. GRACE BEAM TOP OF SCAB FORM AND POUR8X8" TOP OF SLAB REVIEWED I'' WITH (1)#5 BAR, d - SEE PLAN ° ° -. 0 d a C DE COMPLi,DETAILS a #5 @12" O C. d SEE PLAN CONTINUOUS. a • ° ad.� Lk'< S LUCIE COUN SEE ARCH a- 8" MASONRY WALL, a w d° REINFORCED WITH ° J J ~ BOCC ° #5@41 O.C. IN _ ° • 8" MASONRY WALL. m - -� GROUT FILLED w U ° REINFORCED WITH U CELLS U U (7 H h #5@48" O:C. IN m ° Z Z • ° ° GROUT FILLED - �. _ J CELLS a TOP OF SLAB ° a ° CoTOP OF SLAB ° ° $--- - ° d DISCONTINUE PILE CAGE AT 16'-0" a a. File � ° ° SEE PLAN m #5 AROUND BELOW TOP OF PILE SEE PLAN. - ° a a W DEPRESSION " a.. ° GRADE BEAM SEE - d GRADE BEAM, SEE d ° N ¢ STRUCTURAL ° ° ° RLAN ° PLA > seal/signature s ° d T-0, SLAB 4 J _ J ¢ a #5 Z-BAR TOP @ 12'.I ¢ - a - O.C. AT TOP OF SLAB " ° : ° . Of D m a O m ., . a ° a ° DEPRESSION d. SEf PL4N ° Pa. 6 =N _ 1 - .� .AUGER CAST PILE 6" STRUCTURAL F ° t AUGER CAST PILE SLAB DISCONTINUE #7.BAR ATS':-0" ;.d DISCONTINUE #7 BAR AT5'-0" °tl aa. JA NKAL •�/r.p` ABOVE BOTTOM OF PILE ° ` ° ABOVE BOTTOM OF PILE °-< �® °°.• 8T OF a • v STEP IN SLAB_ H TYP. SLAB DEPRESSION G °° .Fto...• IN SLAB _ STEP _ � . AT ST _ STAIR " S , F _ \ a � � SCALE 3/4"-i -0 SCALE 3/4 -1 0 SCALE3/4"=1'-0" - _ - TOP OF SLAB - i a a ''a - .. ° ° SEE PLAN Registered Engineer: Michael A. Kalapan a - - a ° Registered Engineer Ineer License. PE 601 33 a a asheet number d a GRADE BAM, SEE -. :° a° PLAN ti ° - PILE TIP PILE TIP '. —'t- AUGER CAST PILE ` °DIA.PILE DETAIL TYPICAL 14" DIA. PILE DETAIL - �' TYPICAL 14 K _ _ drawn by: MAK checked by: MAK = WITK CAGE SCALE 1 2"=1'-0" WITHOUT CAGE SCALE 1/2"=1'-0 INTERIOR GRADE BEAM L. by MK Structural Engineering, LLC. all rights reserved SCALE 3/4 —i TO" WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24°x36' I