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Home My WebLink AboutCONSTRUCTION PLANa M i+. :e .y. 4 u n 1 U u C 0 Em- LYI 12'-8 3/4" 12'-8 3/4" 12'-8 3/4" 12'-8 3/4" 12'-8 3/4" 3 A3.00 ------ ----------- 104-- -------- -------- --------------- .. J., 104--- I 108 I 122 REAR PORCH 10 LG 14'-2" 8'-8" 8'-10" 13W 7/8" 11'-10 1/8" 6'-6" I I I 308°HHRS. � [(2)3MO8 FR. IRS. I / TEMLASS 1, 2 ° FBRG EP' LASS & H� D D W/THSH D SH 3 THS LD (2) SI 125 101 r - ° ° L------J W ------------------------------------ FDIN I -------------------------- ---- 4CAB i NA A _110 --------- - I ' ---------- ----7 1 10 G 14'4" F- 118 11s MASTER j DD O O KITCHEN LG o BEDROOM 3 9 COVE CLG 1109 107 A4.00 II 0J 12'-8 IW j GREAT ROOM COVE CLU 14" COFFER I RMF 13 I I A4.00 2880 m PKT DR 115 118 119 L - - - - - - - - - - - - - - - -- o L) o j o - CD=Z ----------------------------- 19 3480 11- O '.01i 10'-10" OPENING - - 102 - - -9 ____-_ 1 2880 - LT 114 PKT DR I • 0 oQ N�° Y J 1 MNY p LL O-mlo � l L --120 -- J , 1 a. o_ 1r17 L--- - - - - - - 3'-10„ 3'-0„ „ ao - - -2g01 2 91_8' ND Y ',J _ 102 3480 OPENINLA --- = [fO72 19 R - N12'-8"1064080(/ 101 O// 4° BI OLD DR BIFOL 3080 08oQ r 117 BIFOLD DR oBIF LD DR ?R-C14 408° BIFOLD D a� 2161 GL.SHWR. MSTR P'°> BATHS 9 OFFICE FOYER 4'-811 T7= O L - J 7 880 ro 0 °9 /\I 113 112 2' 0" BEDROOM 2 0o BEDROOM 3 S 34 SH 25 080 FBRGL 100CLG 0 aS 101CLG rn o - EG ESS DR /THSHL & (2) 1 ' SIDELI S BAT FRONT PORCH 10 LG 94 CLG 101 104---- - - -- ------------------ JIL 004 (2) SH25 GRESS (2) SH 25 EGRESS 41^1 HB '_0' 14'-10" '-0' 14'-10" A3.00 6-2" 19'-8" 6'4" 31'-8" 32.0„ 63'-8" 1 ST FLOOR PLAN 1/4" KEYNOTES FOR FLOOR PLAN 101 MIRROR 110 DOUBLE SINK & DISPOSAL 121 CONIC PAD FOR FUTURE GENERATOR W/ MANUAL 102 ROD & SHELF 111 GAS RANGE/ OVEN W/ EXHAUST HOOD TRANSFER SWITCH 103 (5) SHELVES 112 TUB/ SHOWER 122 STUB OUT GAS FOR FUTURE SUMMER KITCHEN 104 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL 113 SPA BARS IN GROUT FILLED CAVITY. 114 LAUNDRY TUB 105 ELECTRIC METER 115 SHELVES 106 ELECTRIC PANEL 116 TANKLESS GAS WATER HEATER 107 UPPER CABINETS 117 24"x48" PULLDOWN ATTIC ACCESS 108 BEAM ABOVE 116 LINE OF COFFER BUILT INTO TRUSS (REFER TO DETAIL) 109 PANTRY SHELVES 119 EDGE OF COVE SHELF (REFER TO DETAIL) 120 GAS DRYER 105 N N PRODUCT REVIEW 4 PRODUCT OPENIN&DESIGN PRODUCT '-MANUFACTURER MODEL# APPROVAL4 GLASS. AT'TACHMENTMETHOD PRESSURES DESIGN TYPE (WORST CASE) PRE55URES WINDOW ZONE 4-47,9 +60 ..MI WINDOWS AND IRS SN FIX IMPACT 3/16 TAPGONS @ 16" MAX. O..,C.., r MAX IN CORNERS DOORS 17499.1 WITH A MIN, 14/4"MIN. EMBEDMENT, -1/2" MIN, EDGE DISTANCE DOOR TONE 4.47.9 40 THERMA TRU SMOOTH STAR. FL# IMPACT X" TAPCONS @ 13,5"' O.C., 1.114" MEN, EMBEDMENT, 8871.5 2" MIN, CLEARANCE. TO MASORY EDGE AND 4" MIN„ CLEARANCE TO ADJACENT ANCHOR ROOFING ZONE 1 -38 2 -139.1. METAL SALES. IMAGE H PU N/A.. 410-12 PANCAKE HEAD SCREWS ALONG PANEL SEAM@ R" ZONE 2 �53,9 MANUFACTURING 11560.5-R3 O.G. FASTENER $HAIL BE OF SUFFICIENT LENGTH TO ZONE 3 -101A PENETRATE THROUGH THE DECK: A MIN. OF Ad ROOFING ZONE 1 3B 2. -11.215 POLYGIA$S PEE#. AND STICK FL## N/A ELASTBASE 12 GA RING SHANKS M B O C., 4" O C. @ LAP ZONE 2 $3 9 1654.1. SELF ADHERED ELASTOFLEX ZONE 3 ILrIA DOW5. ZONE 4.47;9 -.55 AIR WINDOWS AND IS Pw FL# IMPACT 3/16mTAPCONS WITH SU FFICENT LENGTH TO ACHIEVE A. DOORS 15349.5 1-1/4" MIN, EMBEDMENT Is 14" MAX. CCC AND 2-312- MIN. EDGE DISTANCE MULLION ZONE 447A 330 MI WENaOWS AND CM49531 FL#t IMPACT I W tAPCON WITH 1:-1/4' MIN, EMBEDMENT. AND 2-1,F2" flOORS 3.5353.$ MIN. EDGE DISTANCE PER CLIP THE SEAL HEREON Ib°ROVIDE.DONLY TO I NNCrATE OUR REVIEW AND APPROVAL FOR USE OF PROR€,ICeS LISTED FOR THISSFRUC � IRE, THE ACCEPTANCF oF THE`-F PRODUCTS ANC3 A#FTHODS OF ATTACHMENT ARE BA$ED ENTIRELY UPON TES" DATA PSOVIDE0 RY THE MANUFACTURER WHICH ( ARRiES 8T5 OVIN EN[,MEER'S CERTIFICATION ,AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY UBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMPI Speedo (mph) Topographic I effectsk Westheringe Frost line depth° Termite° NA as Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA P 70&1D BEARING POII T S TRUSS ACTUAL UPIIFT�CDIICIUPEO., WORST CASE) SIErMPSON CONNECTOR($) CONNECTO 1JPLWT1DES1'C� P . .NEAS A01-A15 EACH 1604# (1) HETA 20 1810 5-1€311 X 1-1/V A16G 1'T BRG 17528 (1) HETA 20 1810# 9.1od X 1rt1/2 21N"° BRG 4707# (1) PCTR 1511 18-S1 -1/4°" X °" 2-1/2'" X 5" TITENS 3`0 8113 1 120 1.810# 9.10d X 1.1/2" A17-AT9 EACH 11761* 1) HETA 20 1810 9.10d X 1-1/2H A20C TV BRIG 2536# (2) HETA 20 -25 9-10 X 1-11 7""BRC 24304 (1)14ETA 20 1810 �3-10E4 X 1-1/ e A21-A24.G EACH 13660 11) HETA 20 1810#J 9.10d X 1-1120 P801-PB02 48" OX, 148# jlk HETA 20 t 810 9-10d X 1.-112'" KING JACK 1`7 BRIG 743# 1) HETA 20 1.810 9-10G('X 1.112A, 2` BRG 591# (1) HETA ZG III 9.101'X 1.-11v HIP JACKS V' BRG 157X 11 META 20 1810fi -10d x 1 1/X° TRUSS INF RMATION CAS,} Iwu FROM (4{ ANUFATIJRFR? S SHOP OR,i'VOINGS. FAST COAST TRU , 0B # 14CjQE1 TRUSS FNGM_ FFl INC# GATED 10/14.+'21917'ALL LQAUS REPRESENT WORST CAS LOAE91NG FOR CiROUPED CATFLa>`7RW11I SEE 18,ANIJFACTI, RER' TPUSS I.AY00T POR TRUSS AND STRAPPING PLACEMENT. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2 2. STRUCTURAL DESIGN: ENCLOSED 3- RISK CATEGORY: If EXPOSURE: B A3.00 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-B" ROOF PITCH' 6:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -22.0 ZONE 2: -32.0 ZONE 3: -60.0 ZONE 4: -28.0 ZONE 5: -34.0 GARAGE: -26.0 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES Q9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 1 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL BORING TEST REQUIRED YES DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIM WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. L> C1` BY _O JOB pw c !ti5PECTION �VILL BE MADE. STRUCTURAL NOTES TERMjTETRE1k11,R1ENT REQUIRED- 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE - BSEDWORK 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-10631 ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN. AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 2,463 SF NON CONDITIONED AREAS REAR PORCH FRONT PORCH 504 SF 190 SF GROSS AREA GROSS AREA 3,157 SF A ESIpB EC FLEA 1N PST a -to REO BE NE ESSAR INLj�A6lE CODES. GOMPIN WITH A" ALL MANUFACTURES LABS S ICE U FACTORS AND SVIGCEFOY� - MUST NNIVNI FBC ENDOORS AND WINDOINS REMAIN ON ALL AppROVED UNTIL INSPEC¶ONS ARE CONCEALED FASTENERS 09 ATTACHMENTS ARE HE WXTOROFRECORD ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEONHARD RESIDENCE FORT PIERCE, FLORIDA CLIENT ERIC LEONHARD CONSULTANTS REGISTRATION ��OF.FLOR�O 1.JSEA ., P 10 •.. � 20 Zn1�� STFRED P¢G MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 03/20/18 BLDG DEPT COMMENTS CUBIC VOLUME: 25,508 FT3 '. ANNf )& BY St Lucie County Fih KEY PLAN SHEET TITLE / SHEET NUMBER FLOOR PLAN & GENERAL NOTES 110py A1.00 PROJECT NUMBER R17054 DATE OW20/2018 5 u c u oa _a 12'-8 3/4" 12'-8 3/4" 1 12'-8 3/4" 1 12'-8 3/4" 12'-8 3/4" 3 A3.00 -------------- - - - - - - 1404 -- - - - - - - - - - - - - - ---- - - - - ------ - - - - -- 108 104 104 104 122 REAR PORCH 10 CLG 14'4' 8'-8" 81-10, 1 13'-7 7/8" 11'-10 1 /81, 1 6'-6" I 3°8° F DRS. [(2) 308 FR. RS. I I TEMP'D LASS & 2 OFBRG TEMP' LASS & H� THSH D D W/ THSH D SH 23 THS LD (2) Sf 125 Q 101 F - o 0 L------L W - o------------------------------------, DW --- 4 105 --� CABANA _ 110---------- LD M ----- 100 CLG 14'-4" N 116 Q o 0 KITCHEN 119 MASTERDD 10 CLG 4 N BEDROOM O Q COVE CLG 109 3 0 107 A4.00 I o it 00 12'-8" I l ILL: GREAT ROOM Im COVE CLG 14" COFFER o 121 LID M 3 _ I x 288° 115 118 119 L-- _--J Q PKTDR o m c 'n U M U W m 4 A3.00 ---------------- -- --------- ----- x a q 3480 28" Q O OPENING 0'I 10'-101, 0' 1'-6" - - - - - - - - 2860 I I 114 PKTDR N N LT L 116T310' • - I 0 0 o i F- 7 AH 120 � u- ' L-------- J 0 a a I 117 Mmlo „ 3,_6„ „ 6,_0„ 4" 9,_8„ L--------------------- _ ---- _ 348° v LALAI NDRY OPENIN ----- 2e80 - - - - - --- 103- 02 K R 102 �, p 2 ----102 a.. ----------� ------------ - N N A3.00 „ „ ,2,_6,. 106 gogo��g0 ogoQgogo 3og0 CU 101 = BI OLD DR BIFOL DR F 117 BIFOLD DR o BIF LID DR BIFOLD D CO � N N x 2 O 2068 4,_8„ - MSTR GL. sHIwR. o OFFICE FOYER 10b CLG o 0o GAGHB10aCLG L - J O !iz ItI so za m0 DR MPDBATH OD o n C �� 113 n 9 112 21. 0" (::: D BEDROOM CID BEDROOM 101 CLG N = 101CLG S 34 SH 25 080 FBRGL = CO EGRESS DR /THSHL & (2) 1 ' SIDELI S BAT19 0 10 LG I FRONT PORCH „ 8,_ 104 94 CLG 101 --------------- 104 (2) SH 25 GRESS (2) SH 25 EGRESS 1 HB 14'-10" '-0' A3.00 14'-10" 6'-2" 19'-8" 6'-2" 31'4" 32'-0" 63'-8" 1ST FLOOR PLAN 1/4" = 1'-0" KEYNOTES FOR FLOOR PLAN 101 MIRROR 110 DOUBLE SINK & DISPOSAL 121 CONC PAD FOR FUTURE GENERATOR W/ MANUAL 102 ROD & SHELF 111 GAS RANGE/ OVEN W/ EXHAUST HOOD TRANSFER SWITCH 103 (5) SHELVES 112 TUB/ SHOWER 122 STUB OUT GAS FOR FUTURE SUMMER KITCHEN 104 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL 113 SPA BARS IN GROUT FILLED CAVITY. 114 LAUNDRY TUB 105 ELECTRIC METER 115 SHELVES 106 ELECTRIC PANEL 116 TANKLESS GAS WATER HEATER 107 UPPER CABINETS 117 24"x48" PULLDOWN ATTIC ACCESS 108 BEAM ABOVE 118 LINE OF COFFER BUILT INTO TRUSS (REFER TO DETAIL) 109 PANTRY SHELVES 119 EDGE OF COVE SHELF (REFER TO DETAIL) 120 GAS DRYER PRODUCT REVIEW :.. . PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MOOIEUf .APPROVAL# GLASS ATTACE mrNT METHOD PRESSURES DESIGN. TYPE (WORSTCASE) PRESSURES WINDOW ZONE 4.47.9 +60 MI WINDOWS.AND ISS SH FL# IMPACT 3/16 TAPCONS. 016" MAX, O,C, , 2" MAX IN CORNERS•,. DOOR$ 19499A WITH A MIN, 1-1/4" MIN EMBEDMENT, -1/2" MIN, EDGE DISTANCE DOOR ZONE 4.4.7.9 :80 THERMA TRU SMOOTH STAR FPL#9.y -TM PA . y" TAPCON{S 01,3.5"yfry#.C„ E�-yJy�/"a�`" MIEN,, EMBEDMENT, C 8871,5 p 2" MIN. CLEARANCE TO MASORF. EDGE AND 4' F9 ft, CLEARANCE TO ADJACENT ANCHOR ROOFING ZONE 1 -38.2 TANIXO BUILDING TANIKO SHINGLES NOA# N/A 31V DIA. HEAD ROOFING NAILS 6 PER SHINGLE ZONE 2 -53.9 PRODUCTS, tNc, 11122&:01 ZONE 3 101.4 ROOFING ZONE 1 -38.2 -112..5 POLYGLASS PEEL AND STICK FLP fiF/A ELASTBASE 12 GA. RING SHANKS @ 6" Ct.C., 4" iI.C.. � LAP ZONE 2 -53;9 1654.1: SELF ADHERED ELA5TOFLEX ZONE 3 -101. WINDOWS ZONE 4-47,9 -55 MI WINDOWS AND IRS PW FL# IMPACT 3/16"TAPCONS.WITH SUFFicENT LEN43THTO ACHIEVE FORS 15349/ 5 1 1/4" MIN. EMBEDMENT @' 4" MAX. O.C: AND 2-1/2" ' MIN.: EDGE DISTANCE MULLION ZONE 4 -47.9 -1.30 MI WINDOWS AND CMS-18531 FIL# NiPACT Y-TAPCON WITH 1 1/4- MIN. EMEIEDMENIFAND2412'" DfIDRs 153 3,8 MIN. E SGE DISTANCE PER CI IP i"r 7LAIL"rhr"N' 1s rmuvI ury "JIM I I,e ieana Air LSUK wcv ItW41J rar FfcUVa,L rug; UW U. I°kuL;Lnr s�U€ ittr PLIN IHI4 SIRU TORE THE ACCEPTANCE OFTHE, SE PRODUCTS .AND METHODS OF ATT'kCNI NT APF. BASER ENTIRELY UPON TEST DATA PROVIDED BY TFN7ANUF,A£-71iRER & HI,,,Fi CARRTS ITS OWN ENEMIFER'4 RTIFJCAT;0N.AND IMPUESNrTWARRANTY OR GUARANTEE RY THIS OFFICE. FOR THESE PRODUC?'s, TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' UBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMPI Speedo (mph) Topographic effectsk Westheringa Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible I NA Very Heavy NA NA NA M rRU1 SID Bt=ARtNG POINT($) T USSACTI.IAL t1PLIIFT(GROUPED, WORST CASE) SIMPSON CONNE TIDR15) ONNE OBIS) I:,IImLIFTDESIGN FASTENER-S A01-A15 EACH 16044 11) I,{�ET,yA 3.@8}110# -10d X 1-1/2' A16G 1st BIB 1 52# @2-0 (1) HETA 2 18110 & .a•T'10d X -1]2" 2N1' BRG 47074 ( ) TCTN sow# 18,SDS-1/4" X Y' -1,2" X 5" TITEN 31`' BAG 0# 11) HETA 20 1 10 9-10d x 1.11 ra A17-A19 EACH �].176 1$$ a�gET'A 2 �}»�81y0# 911yyl0{d 1-y112" A SIT SIRG 25 6## Q) HS CA 20 Y 1100# 1.810# yyyy 9-AdfdX 1-A/2" 9-lodX'�1./�:�' r, " ORG 2 S ##. )1)HETA 20 A l-A24C EACH 13664 #1) HETA 20 18101# 9-1£td X 1-1/ P P801-1"B02 481" OX. 149# (1) HETA 20 18101# 9-10d X 1.1./2- KING JACK IS' B�yI[�#�,y 1 30 74 (1) HETA 20 1810# 9^10d .X1-1/2" + 2Na BRIG CA 591# 1) HETA 20 1810 '9.10d x 1.1./2" ItP IA[KS 147 BBI"a 157€# �,) HETA 2Et 1.B1fl , iF�1) 1w1 '" TRUSS INFORMATION TAKEN FROM MANUFACTURFR'S SH TP DRAWINGS, FAST c to t ; R�45 , lILLsP #? 34�I1� TPI I"� F%31 IIlF T3@Ic ,DATED 1 11,JL�0`a Z LL LOADS R`EPRE5ENT WOR�T CAS l GAMNIG FOR CaPiO PEE" CATFc ORIE` �Sa E MAINVFACTIJREP'5 TRUSSS LA' Y UT FOR TRUSS ID AND STRAPF NG PLA.CEMENT. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1, DESIGN CODE: FLORIDA RESIDENTIAL CODE 2014 EDITION USING ASCE 7-19 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EXPOSURE: B 4. DESIGN WIND VELOCITY. 160 MPH 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 6:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -38.2 ZONE 2: -53.9 ZONE 3: -101.4 ZONE 4: 47.9 ZONE 5: 57.5 GARAGE: -24.3 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF 8, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL BORING TEST REQUIRED YES DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN. AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 2,463 SF NON CONDITIONED AREAS REAR PORCH FRONT PORCH 504 SF 190 SF GROSS AREA GROSS AREA 3,157 SF FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS'/ 1 SrI5A5#r & Well # / Date: 124 IF r: ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F. 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEONHARD RESIDEN :C2EIVED J6 2018 ST. LucieCounty, Permittl FORT PIERCE, FLORIDA CLIENT ERIC LEONHARD CONSULTANTS REGISTRATION OF �15A J o� '9 . • � A 8 FRED MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION A 08/30/17 OWNER REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER e E,6,AOR PLAN & GENERAL NOTES A1.00 PROJECT NUMBER R17054 DATE 11/28/2017 s 0 c F-1 r_____________________________________.______________----______________—_______________________----_________—_______--____ I I I I I I I I I I I I I I I I I I I li I I o I I I a w � I I I I I (\ I 208 I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F1 _I F2 F-1 ------------------- I ----- ---- ---- - -� -_- -o o------------------------------- DW I � I L I LM I I I I DD I I I I I I I I I I I � W � I I I I I I I I I I I I 201 I I I I I I - 00 I I I I L7 LO 207 I I d 203 H U I I I I L6 - a AUM I I o ® (ED I (Q I I 201 Z 2" '-11/2" I I I - I w I 206 r I I I N I Cl) 04 ' 205 I _________________________________________� F-2 I I ---------------------------------w -----------� I S-1 N I I I LL IDD I I I I I I 7 I I N I LL I /^1 -a I — — — — — — — — — — — — — — — — — — — — - F-1 F-1 F-1 lk 208 31'-8" 32'-0" 63'-8" FOUNDATION PLAN 1/4" = 1'-0" KEYNOTES FOR FOUNDATION PLAN 201 CONCRETE PAD 202 A/C CHASE AND CONDENSATE LINE 203 LAUNDRYTUB 204 SPA 205 TUB/SHOWER 206 SHOWER 207 TANKLESS GAS WATER HEATER 208 HOSE BIB F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS CONTINUOUS. F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS. S-1 DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE W/ AMENDMENTS. WATERPROOFING CAULKING (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) TYP. OF ALL 4 SIDES STUCCO 1.- r,_--�_F LASHING @ WINDOW 1 1/2" = 1'-01, STANDING SEAM METAL ROOFING ON PEEL-N-STICK OVER 19/32" CDX PLYWOOD SHEATHING ATTACHED PER NAILING ZONE INFO. PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS SPRAY FOAM INSULATION (R-20) SIMPSON HETA 20 PER SCHEDULE METAL DRIP 1"x2" PT NAILER 2"x6" RSC FASCI STUCCO SOFFIT ON RIBBED METAL LATH (2) COURSES OF CONC. BLK. BOND BEAM W/ (1) #5 BAR EACH PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION- 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 24" O.C. COREFIL 500 INSULATION STUCCO FINISH 8" CMU WALL W/ #5 VERTICAL DOWELS IN CONC. FILLED BLOCK CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 6-0" O.C. MAX. REFER TO FLOOR PLAN FOR EXACT LOCATIONS REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING 6MIL VAPOR BARRIER III TYPICAL WALL SECTION1 3/4" = 1'-0" 12 5I 1/2" CEILING DENSITY DRYWALL BASE �I d - .9,•46 d•I � 4. tea. Qa a 'AI a .- ARCHITECT Architectonic Ir 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEONHARD RESIDENCE FORT PIERCE, FLORIDA CLIENT ERIC LEONHARD CONSULTANTS REGISTRATION OF F(p�'O sFw ..7 0_ S AR96 7 �O za,.. �\ R .......... RE MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION A 08/30/17 OWNER REVISIONS 1 KEY PLAN SHEET TITLE / SHEET NUMBER Fg , opyFNDT'N PLAN & DETAILS A2.00 PROJECT NUMBER R171 DATE 11/28/21 I ARCHITECT c W7 TOP OF BEAM OF SLAB FRONT ELEVATION 1/4" = 1'-0" TOP OF BEAM 10'-0" s jk TOP OF BEAM 110'-0" s TOP OF TOP OF SLAB LEFT SIDE ELEVATION 1/4" = 1'-0" 1 i w J m P-2 P-3 P-1 RIDGE P-2 P-1 P-2 P-2 RIDGE G� P-3 P-1 1P-114 P-1 P-2 P-2 P 3 P 3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION P-3 P-3 ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" Q.C. FIELD ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING KEYNOTES FOR EXTERIOR ELEVATIONS 301 STUCCO FINISH 302 RAISED STUCCO DETAIL 303 METAL ROOFING 12 SIMPSON HETA 20 PER SCHEDULE 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND / �I� /Y BEAM W/ 1 #5 BAR �� , I II STUCCO ON RIB LATH OR 518" EXTERIOR SOFFIT BOARD W/ 1 1/2" DRYWALL SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 BAR IN GROUT FILLED CELLS I I I STUCCO FINISH REFER TO FOUNDATION PLAN FOR SIZES I -_ AND REINFORCING II NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFOMRATION rile 11= 6 COLUMN-DETAIL1 3/4" = 1'-0" Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICIN C.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEONHARD RESIDENCE FORT PIERCE, FLORIDA CLIENT ERIC LEONHARD CONSULTANTS REGISTRATION -(E OFR�O'A Js� •: S . ARge • � ARC MICHAEL J. SEAL, AIA AR96898 REVISIONS NO, DATE REVISION A 08/30/17 OWNER REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER EXTERIOR opy ELEVATIONS AIN PROJECT NUMBER R1705 DATE 11/28/201 ARCHITECT -- - - - - ----�� -l\ GFI504 - Cly, or -'-- \ it I—� GFI v )/ L_l_- - - - \ � 1 3 rs 511 i 1 A4.00 40 510 y, 503 11 T - i -------------'-------------_----- 506 -- \ -------------� WP/ - - Y__ SD I GF --- o� „------ 506 I i I SID I % %4/5ID �5071v ` SD BID GF s; 506 1 ,1 .nw ---- ` JFI WP/GFI-----_------------- - -- - - - -- - -- — - -- - — — A T. \ L 1505 \ ELECTRICAL PLAN 'y 508 KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 503 J.B. FOR FAN/ LIGHT COMBO (TYP) 504 RANGE/ OVEN W/ EXHAUST HOOD 505 E.F. VENT DUCTED TO SOFFIT (TYP) 506 W/ CARBON MONOXIDE DETECTION 507 LIGHT IN ATTIC ON PULL CHAIN 508 TO FLOOD LIGHTS RE -ENGINEERED TRUSS LIGHT FIXTURE D z O 0 0 3 COVE/ LIGHT SH T. DECORATIVE CROWN MOULDING - OWNER TO SELECT PROFILE 72"x4" SHELF SCABBED TO TRUSSES ELF DETAIL 5 22 FI 502 ELECTRICAL LOAD CALCULATIONS 2,463 SQUARE FEET @ 3VA/SF 7,389 VA 2 APLIANCE CIRCUITS 3,000 VA LAUNDRY 1,500 VA 1 DISHWASHER 1,200 VA 1 REFIGERATOR 1,200 VA 1 SPA PUMP 1,200 VA 1 DISPOSAL 800 VA 1 MINI SEWER 2,500 VA 1 MISC 2,000 VA SUBTOTAL 20,789 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 4,316 VA 1 A/C & HEAT SYSTEM 12,000 VA TOTAL 26,316 VA 26,316 240 110 AMPS USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT 0 "EP" 120/240V 1 PH. 200A MAIN BR. UNDERGROUND ELECT. SERVICE: 3# 3/0 THWN CU. IN 2" CONDUIT #4 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE SANITARY RISER DIAGRAM 3/4 = 1 0 ELECTRICAL LEGEND SINGLE POLE SWITCH �3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET MOTOR OUTLET WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE O` RECESSED LIGHT FIXTURE 1'x4' SURFACE MOUNT FLOURESCENT LIGHT FIXTURE ❑ JUNCTION BOX FOR FAN/ LIGHT COMBO �LL PHONE OULET U CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE O DOORBELL CH CHIMES ',V�l d Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEONHARD RESIDENCE IFORT PIERCE, FLORIDA CLIENT ERIC LEONHARD CONSULTANTS I REGISTRATION PEE O F F,�O�'O M\C_ y TC' IteR'LO AIA IREVISIONS NO. DATE REVISION REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN ile Copy A4.00 PROJECT NUMBER R17054 DATE 11/28/2017