Loading...
HomeMy WebLinkAboutBUILDING SITE PLANS (2)0 M U z w W LL w LL 0 w .-q L7 r 18'-011 16'-0" 24'-0" ■ ■ ---- ------------ TRUSSED ROOF PORCH ■ 8 1' FLAT CEILING I SCREEN ENCLOSED CONTRACTOR Q TO LOCATE SCREEN DOOR ED I 15'-0" HOSE BIBB cU O H13 O O3-112" STEP SH-25 IS 6068 I TEMP I SGD _ 'I-. SH-23 rrEMP. t SH-25 /EGRESS TILED SHOWER - \ / or IT-11'/a" 1V-9% ro REF. p i 2' \ 111_10„ a ■ 8412•STEP I 2'_0, in 11,-7„ o m tq W — =I we KITCHEN C, 'C m BEDROOM # 3 S - CEILING FRO 8'-0" — 9_-4"_ _ _ _ _ _ _ _ — — — — — OQ U ■ O D U I Q 8'-0"PLAT CEILING DRAWER BATH W? ? o DINING o srncK w —4I r WALL CABINETS 6' Can > U I 5-1/2" WALL W iL LL I O HIGH wl VTR COUNTER M P688 o o \ WASHER DRYER En U :- I OCATION LOCATION Q � i ■ m I g TILITY CLOSET LL WARDROBE ti 5068 BF w Iv r — — — m 34-1/2" KNEE WALL 5,_6" q,`o� a q ROD &SHELF N \ r° 9'-." 11R' HALL m __�I S'-1'FLATCEILING CLOSET �' O I in NON-BRG M _----, 5068l BIFOLC� HEADER/CAMBER II H I L — — — — J m I rlOi w ' ■ 5'-1�/a" o —NON-BRG. WALLr I I _ 7�'9 N `" M I M GREAT w ROOM q w I F� L3N5 �1 I ■ I I I I I °' 9._4„FLAT CEILINGa- WH w/ DRIP PAN _ 5'-P/d' & DRAIN LINE 3-1/2 STEP 20 MIN. FIRE I RATED � N ❑ FAU-- -— ———-—- 54 BEDROOM # 2 PROTECTI N POST MIN 3'-11'/a H SLOPE CEILING FROM 8'-0" TO 9'-4" I ca VyC BATH � x \ O 8'-0" FLAT CEILING ■ F r I rn co o I 2" CURB 03 h' FPL METER C-- 2" URB qHu LocAreo N nTTlc y BEYOND WALL ' NON FOYER L{� 8EY0 D WALL WI DRIP PAN a D;FAIN LINE 1 n BEARING WALL. o a 19 4'/%% 150 AMP i� TUB /SHOWER E RESS PER FQC R311.2 UTILITY PAD ELECT. PANEL " 3068 114" TEMP. / SL © �' A/C COND. INSULATE WALL wl R-13 FIG BATT ■ ■ ■ ■ ) — ■ ■ ■ ■ COL. m SH-35COL.■ ■ ■ — --- —1 I I 31/2 STEP i I GIRDER BY TRUSS CO. t O 1 1/2 MAXTHRESHOLD v GARAGE N ■ ■ ■ ■ O I I N 8'-0" FLAT CEILING SH-25 /EGRESS/ _ (A.FF) n COVERED ENTRY / FRONT PORCH i 3 6 a i 9'-4 FLAT CEILING I 'I _I I ■ = I ® -PRECAST LIT T EL ■ ■ '�� _J _-- -- -_ - ■ _ I w —12" X 12" CMU COLUMN n O (3 LOCATIONS) ED nm , wN HOSE BIBB CD F� �,T� (V� D O cp • )CCUPIED CUBIC FOOTAGE = 1100E CALCULATE ATTIC VENTILATION CEILING = 2020 SQUARE FEET 2020 / 300 = 6,7333 REQUIRED VENTILATION 192A LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 44.0 SQ. FT. / 2 = 22.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 22.0 SQUARE FEET> 6.7 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 9 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.733 X 40% = 2.693 SQ. FT. OF RIDGE VENT 6.733 X 50%= 3.367 SQ. FT. OF RIDGE VENT RIDGE VENT 18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT PROVIDE 18 LF OF RIDGE VENT 16'-0" SOFFIT DETAIL NO SCALE X 6" PRIMED & PAINTED S SPRUCE X 22" VENTS '4'-0" O.C. JCCO OVER WIRE LATH w/ 'I l ga. 2" NAILS WITH 3/8" HEAD DIA, AT 6" O.C- OVER 3/8" RIB LATH 16- O.C. WITH (2 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) DIMENSIONAL ROOF SHINGLES OVER 30 # ROOFING FELT CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED i 12" O.H. SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN 1 FOR SIZE & SPACING ) 0' 0" TOP OF SLAB I GRADE-----,, 4" CEILING INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH K 0 J 11 � Il- _ cn oZ W LL 2 I LL TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE ROOF CONCEPT DRAWING 5111h kiftl SCALE: 3/16" = V-0" r �■ z 4 'con 0 Now i M Q Z W� O W ®Li I w z 0 L1 LLI 0.. ® 04 N Q wa a- am PROJECT" PROPOSED NEW CONSTRUCTION 5714 SUNSET BLVD. FORT PIERCE, FLORIDA 34982 PLAN INFORMATION — A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 58'-0"X38'-0" AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 COVER SHEET A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN , A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS�� A109 - DETAILS SHEET INFORMATION DATE SEPTEMBER 20, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 SE:UC FAX : (772) 785-9933 EMAIL: PWELCHINC@AOL.COM _r{ C OCT 10 2 =-w_ SHEET-- 1- ' iI w U W W w w U w w w O 0 w T_ in a 0 16"X""XB" BLOGK COLUMN - # 5 BARS VERT. IN U U 58'_0„ 4" THICK (2500 PSI) CONCRETE SLAB W/FIBERMESH OR 6"16" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FII 16-0" ■, ®1� RECESS SLAB BELOW FINISH " 3'-11" 6'-10" F-1uj FTG O N m 3 7l2 STEP WON, mma . €5€"s"gloI LL LL 4,_7„ 15'-0" HOSE BIBB T-10„ F1 FTG 1 y tHB DW REF. I I I, L o Nbo �3 J / w 0 9O ;I U � F1 FTG II I; VTR ___✓ RECES53-1/2R ! (�-_-__--- ®- FILED SHOWE 4" THICK (2500 PSI) CONCRETE SLAB ) wl FIBERMESH OR 6"/ 6" 10/10 WWM i OVER VAPOR BARRIER ON CLEAN - -- = ( wnsNeRFLOCA COMPACTED CHEMICALLY TREATED FILL _ _ . I LOCATION N 14,_3„ F-1 � FTG 0'-01, ' T-11Yz" TOP OF SLAB NU LL I—NON-BRG N'AL'I_ LL' v. ------ -� AHU LOCATED IN ATTIC ����' WH w/ DRIP PAN ?(i bVl wl DRIP PAN & DRAIN LINE ���� & DRAIN LINE �' III AHU U o W � o W w r � w w � m w F M III N > ALL--- jI Im / MAIN EGRESS DOOR M g / ' J i 15'-a" RECESS SLAB 3-1/2" r U FPL METER rrµ IIII pBELOW FINISH FLOOR � 0 N UTILITY PAD -�'GIRDER BYTRUSS CO. / F-3 w "- u af G n F-3 CURB HEIGHT VAf3JES FTG " o o Z Z FTG AROUND IMETE F GARAGE 0 i U i / O J �fi I U O ,■ 4' O O� N &: `500TIN0 F`- 9a ys Ix"3F OT o U o a 4" THICK (2500 PSI) CONCRETE SLAB .- p w/ FIBERMESH CR 6'/ 6' 10110 WWM u9 w L7 OVER VAPOR BARRIER ON CLEAN `� 12" X t2 CMU COLUMN 5 O W COMPACTED CHEMICALLY TREATED FILL D - wl (2)ns BARS U L? (3 LOCATIONS) U O co / w m = ' m 'm / W, iv of €6. / r/, ,SLOPE r ,i -c, ■ ■ o C RECESS —= I 0" -4" 1'-4" 2'-2'/e" 5'-4„ 16,_8„ _ 2 4' FOUNDATION PLAN SCALE : 1/4" = V-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 44" 2.) #5 DOWELS 101, 3.) ATTACH DOWELS TO FOOTINGSTEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEELAND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. S-11" C/L DW .4'-11°/e' CIL REF. 18'-2'/e' C/L 3-112" WALL 11 II II ' LAV I I u II II II I I II �- WC II C/L 5-1/2" WALL I o TUB /SHOWER U , n U m `O r W WHERE SHOWN [■] ON PLAN THERE IS A VERTICAL # 5 (Vc = 3000 psi MINIMUM) DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE. 13'-2" BEND # 5 BAR INTO SLAB i i, _I® 0m — #5 REBAR 0 M 4u I CONCRETE SLAB F.4F. FINISH GRADE - -(2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. r F� BEARING FOOTING SCALE: 1/2" = 1'-0" U) LU Q FINISH FLOOR CONCRETE SLAB i a ° a �—I CNI 00 (2) # 5 REBAR CONTINUOUS 16" INTERIOR STEP FTG. (NON-BRG.) SCALE: 1/2" = V-0" #5 REBAR ro Z 7-518" CURB N c V O a M 411 CONCRETE SLAB FINISH GRADE- z LID (2) 1115 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4" N CURB SECTION F3 SCALE: 1/2" = 1'-0" # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LO 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUO STUCCO FINISH 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ( "SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2'' - -0" Z_ III #5 REBAR M CONCRETE SLAB M CONCRETE SLAB UI F. FLOOR R Z 1611 4'I (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" CONCRETE FOUNDATION NOTES 1) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOILAND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION. AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVELAND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB, 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4)AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR R. METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITYTESTS SHOULD BE PERFORMED IN ACCORDANCE WITH V" ASTM D-2922, ATA FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUALTO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILLAS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVERA POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R318. 0 M In O ® Q JIlkZ M U �j�J � o W ® W _J W ry W LUZ O 0 Lu Qm R I- U) a L) r O N r� 6pp�m O a IIt� PROJECT` PROPOSED NEW CONSTRUCTION 5714 SUNSET BLVD. FORT PIERCE, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C' PLAN DIMENSIONS 58'-0"X 38'-0" AREA TABULATIONS LIVING AREA 1376.0 SQ. FT. GARAGE 420.0 SQ, FT. ENTRY 96.0 SQ. FT. BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 ELECTRICAL PLAN A104 - FOUNDATION PLAN' A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE SEPTEMBER 20, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = V-0" REVISIONS I ENGINEER OF: RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM o� M bLUUK Zk LIN I CL.. rLJ11N SCALE: 1/4" = l'-0" 8'-0" BEARING HT. 9'-4" BEARING HT. FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) F 1 1/2" CLEAR x J C.M.U. UJ Eo Q a GROUT to z • FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH cn F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 [7a BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT ] L— REBAR @ TOP 0 TYPE DESIGNATION am Z L11 ILf) Q U ❑ Z Y/ w � H O E' ® LJL o w U o ct e'� Yd J J p iio T 1— U) V) Q- ® �r ix cv O 0- an PROJECT - -- PROPOSED NEW CONSTRUCTION 5714 SUNSET BLVD. FORT PIERCE, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CAYMAN GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C • PLAN DIMENSIONS 58'-0"X 38'-0" • AREA TABULATIONS LIVINGAREA 1376.0 SQ. FT. • • • GARAGE 420.0 SQ. FT. ENTRY 96.0 SQ. FT. 8F24 8F20 8F16 BACK PORCH 128.0 SQ. FT. TOTAL FOOTPRINT 2020.0 SQ. FT. CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 10 16070 OHG DOOR 192" X 84" 84" 8'-0" 17'-4" 8F17-1 B/1T 950 160 404 100 O SH-35 54-1/8"X63" 80" 8'-0" 5'-4" 8F16-lB/1T 5365 1000 2290 250 O3068 OUT SWING 56" X 83" 83" 8'-0" 4'-6" (R) 8RF14-1 B/1T 5206 500 2525 250 DOOR w/ 14" SIDELIGHT SH-25 38" X 63" 80" 8'-W 4'-6" 8F16-1 B/1T 6113 920 2724 555 O SH-25 38" X 63" 80" 8'-0" 4'-6" 8F16-1B/lT 6113 920 2724 555 © SH-23 38"X38-1/4" 80" 8'-0" 4'-6" 8F16-lB/1T 6113 520 2724 250 6068 74" X 79" 79" 8'-0" T-6" 8F16-1 B/lT 2661 1000 1634 250 L'J GLASS DOOR GLIDING GLASS ® SH-25 38" X 63" 80" 8'-0" 4'-6" 8F16-1B/lT 6113 1100 2724 960 O9 SH-1-132 27-1/2"X26" 80" 8'-0" T-6" 8F16-lB/1T 6113 160 3547 250 L-1 OPENING AT COVERED ENTRY 96" TOB 6'-6" 8F16-lB/1T 3480 505 1880 450 L-2 OPENING AT COVERED ENTRY 96" TSB T-6" 8F16-1B/lT 2661 160 1634 150 L-3 OPENING AT COVERED ENTRY 96" Y-4 TOB T-6" 8F16-lB/lT 2661 160 1634 150 L-4 OPENING AT COVERED ENTRY 96" TOB 6'-6" 8F16-1B/lT 3480 505 1880 450 L-6 OPENING AT COVERED PORCH 80" TOg T-6" 8F16-1B/1T 2661 570 1880 630 L-6 OPENING AT COVERED PORCH 80" TOB 14'-8" 8F16-lB/lT 1370 160 519 150 L-� ❑ OPENING AT COVERED PORCH 80" 8-0 TOB 7'-6" 8F16-1B/1T 2661 570 1880 630 * * NOTE: OPTIONAL 8RF14 - 18/IT IN LIEU OF COMPOSITE BEAM SHOWN COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE, I,SHEETINDEX I A100 - COVER SHEET A101 - FLOOR PLAN Al02 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 BLQ,CK PLAN A106- HVAC PLAN Al07- TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION; DATE SEPTEMBER 20, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE REVISIONS ENGINEER OF RECORD PAUL WELCH INC. 114"= 1'-0" PAUL WELCH P.E. REG, # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 EMAIL: PWELCHINC@AOL.COM SHEET i OCT 10 2019