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HomeMy WebLinkAboutCONSTRUCTION PLANS41 ARCHITECT 3 I 0 fn GENERALNOTES ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BULDING CODE, 2017 EDITION.. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CELINGS. REFER TO FLORIDA BUILDING CODE (R302.11) FOR ADDITIONAL r REQUIREMENTS. I A EQ /THRSHLD I - -- \ I I 1 MSTR.BEDROO COFFER CLG 9'4" TO 10'4" I I £D I I I 108 ---- 3080-- PKT DR 5'-7" 4' T-8" I CO m 0 O ON = N U (3) SH 3080 ZI) 4' CLG BATH 115 2 6.1E411 0 0 0 U.C. 0 o REF. COOKTOP F_ L/ LANAI 9'-4" CLG 3080 e FBRGLS DR W/ THRSHLD „ EQ 2 SH THRSHLD CRAFT ROOM 9 4 CLG 30'-0" 5080 GARAGE 2 FOLD 9'-4" CLG ,DR , Z (2) 3180 FFIRDRS ' b W/THRSHLD ALGN 0 20,4„ - x U_ Ct PORCH - 9'-4" CLG 5'-0" 9'4" 51-6" a FAMILY ROOM M 122 COFFER CLG 9'4" TO 10'-4" 0 M v I W/THRSHLD W/THRSHLD 108 L- - - - - - -- -- I I 108 DISO 0, Mo N O - I : 112 v= KITCHEN BEDROOM 3 CO 9'-4" CLG 7-4" CLG U 3080 - HC DR r , 119 I" 3'-8" w � I- w I _ Mo�0 0 2-� ro0 U U = N _ LIVING OOM I �_ 113 COFFER CLG w 0 o 0 9'4" TO 10'-4" �- L il Z Q o o I O O ca 4" 4'-10" 4 3'_8" PNTR I I � I 101 II 0 _." OPENING4480 CASED _ .E L j . . - - •. C • . .. 3080 FIR FOYER PKT D ROOM •. ul 9'4' TO. zj BEDROOM 411 e • m A . . ■ -. col L-3 5'-3" L6 " 1m 9'-4',' 13' W ti T 3080 SC DR � !105 AHU WH 1 20 IN ED SER Q I 118 119 L---_J GARAGE 1 9'-4" CLG 1ST FLOOR PLAN ------------ Y (2) SH 25 A3.00 12'-8" i 4 9; 13'4' 32'-8" 1 254' _ 98'-0" 1 3080 PKT DR uO N 2 m 12'-4 109 ------------ ow O E0 O Q J o TY � Q O (� ow QO w wo LU w J O¢ o Of 0 00 ow O wo J LEW 00 o< OR PRODUCT T OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL GEA5S ATfACLEVENTAAETHOD PRESSURES (WORST DESIGN #'. TYPE CASE) PRESSURES N}A ROOF ZONE 1.24 .60 TRI-BUILT UNDIBUSYMENT FL6 MECHANICALLY ATTACHED WITH NAk15AND TIN CAPS TONE 2.4P 16049.1 SPACED 6' O.£ AT THE. 4"UPS & O' d.C. IN THRFE ZONE S -bR EQUALLY SPACED ROWS IN THE CENTER OF EHP:SNEET - ISELFADHEREOI ROOF ZONE 1-24- -}027 METAESALE5 IMAGEdi FAd NA' /. --'_ -"-' p}p-12PANCAI(E HRi50:S£REWS12"MAX OC TONE 2.4P :MANUFACTURING fH6P.4 ZONE 9 60. CORP. WINDOWS ZONE S:-34 -H0. PET INDUSTRIES SIT 700 F4# IMPACT x"ULTm."MAX. FROM Top 288:3 CdRN, 4't-.t. M . FROM 70P£ORNERS, 15"' MAX. FROM BORTLIM CORNERS AND 6" BELOW - RETAIL: MTG PALL, 1 R 4" FORT DISTANCE MU WON$ ZONE S-34. -130 MI WINDOWS AND :ACM-%SH3L Flit IMPACT %" TAPL'ONS 0 WITH 1-IA MIN. EMBEOMENEAND -- DOORS _ TS353.8 2-1%2"OISTANCE TO ME DOORS ZONE 4.-28 -75 PLASTPRO SERIESO PER IMPACT p"TAPCON E4 T4"MA%Q.C.. ti"SYPC FROM EACH FIBERGLASS 15210.7 CORNER: WITH 11j4"MINIMUM EMBEDMENT &. 2-112"LOGE DISTANCE FRENCH ZONE4-28. -SO PfASTPRO. SERIES FL# IMPACT N"TAPCONS 01425" MAX. O.C, B" ON CORNERS, 2" DOORS FIBERGLASS Imeaff MIN. CLEARANCE TO MASORY EDGE, V RUN. (DELI CLEARANCE TO ADJACENT ANCHOR, 1-1/4- MIN•. EMBEDMENT WITH 4" & 7" CENTER CLUSTERS FRENCH ZONE 4.28 �50 PLASTPRO SERIES FLH IMPA{i k"TAPCONS@IEF70". MAX, O.C., a ON CORNERS.. DOORS FIBERGLASS 15180.2. 1-114' MIN. EMBEDMENT AND2"MIN; CLEARANCE TOMASONRY EDGE, YI" MIN. CLEARANCE TO - ADIACENTANCHOR W ITH CENTER CLUSTER CA 3" & 7" GARAGE -26 ..44. DAB DOOR 824 ST};.EL NQA# IMPACT 1116-k%3/8^ LAC SCREWS 3PER BRACKET. @ 12" O.C. DOOR 4 �p COMPANY, INC. SECCONA 17-1019.12 WITH1-114* MINIMUM EMBEDMENT LIE4PALhLRD M„ ROVIDEDONLY I D INDICAM OUR Rt VAYq AND APPROVAL YEA USE OE PROAVI USFFD FOR INS SDNJM9€ T}1h AtCEPEANCE OI(HPSL. PRODUM AND NE(MOD5 OF AETACHDRN'TAR( EASED CMIHPLY UPON TE41' DATA PROVIMOBY TIES MANUFACTLIRFR, WHICH CY I 41TS OWN ENGIN;FRS RPTIFICATICJN AND IMPLIES NO WARRANTY OR OLIARAER rE: BY TRISOFRCF. FOR THLSL PRIEDO"5' KEYNOTES FOR FLOOR PLAN 101 MIRROR 102 ROD & SHELF 103 (5) SHELVES 104 12"x12" CONCRETE BLOCK COLUMN ON TOP OF 24" TALL 16"x16" CONCRETE BLOCK BASE. PROVIDE (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY. 105 R-13 MIN. INSULATION IN WALL 106 PANTRY SHELVES 107 COUNTER HEIGHT ISLAND 108 EDGE OF COFFER CEILING 109 ELECTRIC METER 110 ELECTRIC PANEL 111 UPPER CABINETS 112 DOUBLE SINK & DISPOSAL 113 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 114 TUB/ SHOWER 115 SPA 4 116 HATCH DENOTES BEAM HEIGHT @ 12'-8" A3.00, 117 REFER TO GARAGE DOOR BUCK DETAIL 118 BOLLARD - REFER TO DETAIL 119 2'x4' PULLDOWN ATTIC ACCESS 120 LAUNDRY TUB 121 HOT WATER RECIRCULATION PUMP FOR MASTER BATHROOM 122 HATCH DENOTES 8"x16" POURED CONCRETE TIE BEAM W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM. BEAM TO SPAN OPENING PLUS 8" PAST EACH SIDE ON OPENINGS UP TO 8'. OPENINGS LARGER THAN 8' SPAN PLUS 16" EACH SIDE. AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 3,734 SF NON CONDITIONED AREAS GARAGE 1 647 SF GARAGE 2 1,212 SF COVERED LANAI 300 SF COVERED PORCH 485 SF ENTRY PORCH 220 SF GROSS AREA GROSS AREA 6,598 SF a CERTIFICATION FOR DESIGN LOAD COMPLIANCE w N 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 114 J OR 2. STRUCTURAL DESIGN' 3. RISK CATEGORY: II EPOSURE: B Fp 4. DESIGN WIND VELOCI : 1 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 6:12 O 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) N 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 101 ED 8. WERE SHEAR W ONSIDERED FOR STRUCTURE? YES 9. I=SCON S LOA ATH PRO ? S L BEARING P 2000 PSF3080PKT DRTe 2 of DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). N L J 50 CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA N BUILDING CODE (RESIDENTIAL). x 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 n 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 ED 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP p 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: W 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. N 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. 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, R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ----------------- WIND DESIGN SEISMIC UBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN TABLE GROUND 264 SNOW LOAD Speedo Topographic DESIGN WestheringB Frost line Termite: DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (mph) effectSR CATEGORY' depthb TEMPe REQUIRED^ INDEX' TEMPI NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA 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 DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT &cx07NSTaRUCT1ON, INC. CONSULTANTS I o-7 ST LUCIE COUNTj BUILDING DIVISIO REVIEWE FOR CO IANC REVIEWEqq BY, DATE PS/7 (( PLANS AN ERMI MUST BE KE ON JONO INSPECTI N WILL BE SCANNED BY St. Lucie County REGISTRATION � �VORlpq O. �414 L �J P< W H; :N N ; ,4�//�a& : T RFGIRTER�9Q MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 07/27/18 BLDG DEPT COMMENTS 2 08/01/18 BLDG DEPT COMMENTS KEY PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CURECTICINS REQUIRED BY FIELD ItI6PEC i C°S Ti up,T "Y BE NECESSARY IN ORDER TO WIPLYWITH ALL APPLICA,L Z CCDES, , CONCEALED FASTEHO OR ATTACHMENTS ARE THE RESPONSIBIm OF THE CORTRACTOR V RECORA SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN A1.00 PROJECT NUMBER R18059 DA� 08/01/2018 6 11 GENERALNOTES " ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BULDING CODE, 2017 EDITION.. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CELINGS. REFER TO FLORIDA BUILDING CODE (R302.11) FOR ADDITIONAL r REQUIREMENTS. A / 12'-4" EQ 11 EQ /THRSHLD MSTR. BEDROOM COFFER CLG 9'4' TO 10'-4" �� 12'-0" G \ 0 0 0 U.C. ° ° REF. COOKTOOP L� LANAI 9'-4" CLG 3080 FBRGLS DR W/ THRSHLD SH THRSHLD CRAFT ROOM Ln 9'-4" CLG N x M 5080 'FOLD DR N o N N 102 - - - 3080 r _ HC DR 119 -Q 4 4'p T-8" I I L - 101 s Io BATH 4 o 0 (2) 3080 FR DRS a . W/THRSHLD 20'-4" o Tn ALIGN ---- --- tr0 �= I I I s U_ CO PORCH O N 9'-4" CLG 9,-4„ 5,�6„ FAMILY ROOM COFFER CLG 122 9'-4" TO 10'-4" o �ryh Ln Lti L_3 I I I � Z W/THRSHLD WITHRSHLD Q �-- � I I I U) 108 D W m 0 112 108 ^ U - I N I cn x I o KITCHEN ! BEDROOM 3 L---- ,AORo-- J LIVING ROOM '� M= 9�c� 1.. 9'-4" CLG COFFER CLG �r 91 PKT DR 9'-4" TO 10'-4" 107 0 D 102 - 102 ° ° - 1014,00 _ 41p 4'-10" 4, 4, 3,_8" " 9 5'_7" 4�, T-8 4.9' PNTRY.00 Cl 111 111 "A 00 U N U 106 - - - - - - - 3080 4 o z z HC DR 00o TH 4480 A3.00 CASED N U 101 I ------ q 8080 M r U 4�-4" r OPENIN - - - PKT DR3080 = 108 1031- ------- -- --- 102 LIN _ 9 00 00 U - 103 �P�J?e Y / / / CASED B �o d OPENING O �QST / / pogo � N U. � FOYER / / PKT DR 2' 14 ALIGN 2'-4" 1 C FF LAG 4'-2" 4" T-10" 4" 9 -9'4"TO10'4" -� I T101DEN (2)3080FRDRS DI GROOM-4" CLG 9'-4" TO 10'-4" ZU' £° 3080 0 4" CLG S R L- o¢ L J HC DR BEDROOM 2 CO BATH CO 115 "R ALIGN LAUND 120 9'4LG o (2) S 25CLG(2) S 25 1'_g, 8'.4" ° 13'-8" �� L3 _ L3 Q CD J 104 L_5 104 - L 6 - 104 L-5 104 D W Q EQ�Illlll116 EQ EQ 3080 SC DR 105 AHU O (3) SH 24 TEMP'D) 5'- " 5'-3" 5'-8" 14 5' 8" 5'-3" 5'-5" 20 IN ED WH L4e. SEE 6'-8" 6_8" Q 1 118 119 L J O O J GARAGE 1 9'-4" CLG o - - - N 4 o � 1 1ST FLOOR PLAN 117 3/16 1 0 - ---- ------- Y (2) 25 A3.00 12'-8" L-4 12'-8 13'-4" 32'-8" 1. 1 2k-A" L�I 3080 PKT DR 3080 PKT DR 0I N NGO 1ml MRIY: GARAGE 2 9'-4" CLG q r` 25'-15" f3�]E7Y .mow, PRODUCT OPENINGDESIGNPRODUCT MANUFACTURER .MODEL# APPROVAL GLASS ATTACHMENT METHOD PR95SURES(WORST DESIGN #, TYPE.. CASE) PRESSURES ROOF ZONE S-24 .BLS TRLBUILT UNDERIAYMENi FL# NIA. MECHANICALLY ATTACHED Willi NAILS AND TIN CAPS TONE 2 -40 IRMA SPACED 6" OX, ATTHE V [_AP$ 8, 4" OC IN THREE. ZONES. 60 EQUALLY SPACED BURNS iN THE CENTER OFTHE SHEET SELRADHEREDI ROOF YONE3-24 .IO2.7 METAL SAFES IMAGE, It. THE N/A Rip- gA@iIA E:NEAO SCREWS@12'MAX.,:D,r: ZONE240 MANUFACTURING 1SS60.4. - ZONES -BP CORP. WINDOWS ZONE 5-34 -80 PEEET.INDUSTRIES SH 700 PER IMPACT M". UITRACONS I*HEAL) I8-111r MAX. FROM TOP 239-3: CORNERS,LAMBS-17-112" MAX. FROM TOP CORNERS; 15" MAX. FROM 90TTOM CORNERS AND 6" BELOW RETAIL NATO RAI1,1.3/4".EDGE DISTANCE MULLIONS ZONE 5-94 -130 MI WINDOWS AND CM-15831 PLO' IMPACT M- TAPCONS 0 WITH 1414- MEN, CMREDMENTAND . DOORS 153S3.8 2-11r DISTANCE TO EDGE DOORS 20NE4'.-26 .75 PCA5TPR0 SERIES O FUl IMPACT #" TAPCON 014' MAX O.C.; 6" TYPE FROM EACH FIBERGLASS 15210.7' CORNER: WITH 14/4" MINIMUM EMBEDMENT& 2-Ifr EDGE DISTANCE FRENCH ZONC4.-28 - -50 PLASTRRO SEMMESN FL8 IMPACT 11"TAPCONS@14.75"MAX. O.C., 6" ON CORNEAS, 2' DOORS FIBERGLASS 15180.8. MIN. CLEARANCE TO MASORY EDGE, 4"MIN. IDEBI CLEARANCE TOADL2CENT ANCHOR,1 1/4" MIN. EMBEDMENT WITH 3" & 7" CENTER CLUSTERS FRENC44 ZONE 4.28 -50. PIASTPRO. SERIES N THE IMPACT WTAPCONS@13.7D"MAX, O.C: 6"ON- CORNER S, CODAS FIBERGLASS 15186.2. I-11VNIK EMBEDMENT AND 2"MIN, CLEARANCE TO MASONRY EDGE, 4" MIN. CLEARANCE TO _ AD7ACENTANCHOR WITH CENTER cWSTER OF 3" & 7" GAR%GE:-Z6 -•S4 DAB DOOR '8Z4 STEEL NOA# IMPACT 5116 ki S/$"LAG:SCPEWS 3.PER BRACKET CA I2"O.C_ DOOR COMPANY INC SECTIONAL 171019.12 WITH 1114" MINIMUM EMBEDMENT [vR,"u] „..l,,, Hot ['1Hrvv..0 y, IYYCOC PRODUCTS AND MFTHOOS OF ACHMENr ARIBASBO�NTIRELYUPONTTSTDATAPROVWC,08YTnIReANUFAC2URfU�,t"CK, AA Ei ijSOWN ENGAf1E .R`& IERTi FICAT]ON ANO MPLiF WARRANTY OR GUARANTEE BY THISIDIFFICE FOR THESE PRODUCTS ' KEYNOTES FOR FLOOR PLAN 101 >-`MIRROR 10 ROD & SHELF 103 (5) SHELVES 104 12"xl2" CONCRETE BLOCK COLUMN ON TOP OF 24" TALL 16"x16" CONCRETE BLOCK BASE. PROVIDE (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY. 105 R-13 MIN. INSULATION IN WALL 106 PANTRY SHELVES 107 COUNTER HEIGHT ISLAND 108 EDGE OF COFFER CEILING 109 ELECTRIC METER 110 ELECTRIC PANEL 111 UPPER CABINETS 112 DOUBLE SINK & DISPOSAL 113 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 114 TUB/SHOWER 115 SPA 116 HATCH DENOTES BEAM HEIGHT @ 12'-8" 117 REFER TO GARAGE DOOR BUCK DETAIL 118 BOLLARD - REFER TO DETAIL 119 2'x4' PULLDOWN ATTIC ACCESS 120 LAUNDRYTUB 121 HOT WATER RECIRCULATION PUMP FOR MASTER BATHROOM 122 HATCH DENOTES 6"x16" POURED CONCRETE TIE BEAM W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM. BEAM TO SPAN OPENING PLUS 8" PAST EACH SIDE ON OPENINGS UP TO 8'. OPENINGS LARGER THAN 8' SPAN PLUS 16" EACH SIDE. AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 3,734 SF NON CONDITIONED AREAS GARAGE 1 647 SF GARAGE 2 1,212 SF COVERED LANAI 300 SF COVERED PORCH 485 SF' ENTRY PORCH 220 SF GROSS AREA GROSS AREA 6,598 SF CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7A0 2. STRUCTURAL DESIGN 3. RISK CATEGORY: II EPOSURE: B 4. DESIGN WIND VELOCI 1 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: -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 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. STRUCTURALNOTES 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: 1112" 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. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC UBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW Speedo Topographic DESIGN WesthenngO Frost line Termite° DESIGN UNDERLAYMENT HAZARDS9 FREEZING ANNUAL LOAD (mph) effects) CATEGORY' depthD TEMPa REQUIRED INDEX' TEMPI ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT QQQ CONSTRUCTION OF FLORIDA, INC Ii u,;ilawrL;Hai,;t�IS;uauuid''iE4ir;I;siEfiirldil4f 1 CONSULTANTS 1 REGISTRATION NAEL J SF44 AR9s`8D'�81_ MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 07/27/18 1 BLDG DEPT COMMENTS KEY PLAN RECEIVED UU 5T. Lucie County, Perm¢ting SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN A1.00 PROJECT NUMBER R18059 DATE 07/27/2018 I 12'-4" 3'-0" /THRSHLD " N MSTR. BEDROOM J Cl) COFFER CLG 9'-4" TO 10'-4" z o mLO a N N 1I LO I / --- 108 L---- 3080 - a PKT DR ■ u 000 04 ■ ■ ■ c 308 �tPKTD. ®` o <�R111•u� •• d■ 115 102 TH 2 b ° °U.C. =L e m o o REF. COOKTOP L / LANAI 9'-4" CLG 3080 FBRGLS DR W/ ob'-b 19'-2" 12'-0" LD N 2 SH 251 EGRESS 180411 CRAFT ROOM 9'-4" CLG .�1 s � m®� (2) 3080 FIR DRS ' 20'4" o W/THRSHLD ALIGN o� r --- x I LE.00 PORCH o M C 1 i 9'-4" CLG v 5'-6" 9'-4" 5'41 FAMILY ROOM COFFER CLG 122 9'-4" TO 10'4" co �yt� L-3 I I I I THRSHLD Togo 10 1 - HC DR r - , 119 " 3'-8" I L - J K 00 ❑ ❑ x x 118 AHU m WH l21 W/ THRSHLD W/ THRSHLD - - - - - 108 71-41 U 08J� DW l Togo m ij PKT DR 112 ¢ v= KI FCHEN BEDROOM 3 ❑ 9'-4" CLG 9'-4" CLG LIVING ROOM _ 113 COFFER CLG U, ° o 00 9'4' TO 10'-4" 107 Z ° D nI O O " '" ! 101 � 44-10` 4'� -0 411 31.811 9._811 I jof LPNTR)'- [10L LE - 3080 HC DR - 0 TH N U CASED = 101 .=CID 4t4„ r-------, OPENING d� 1 8" 108 I103k 10� Y Y 3080 CASED 102 B Ps OPENING 3Gs� 11 FOYER 108 D 4" 21 I C FFFE 1� 41-2" 4" -10"PKT 91 L-91I TO10-41' -JrY M DEN M COINING ROOM (2)3°8°FAD" 7OM 9'-4" CLG COFFER CLG oo `° ZO' 1 3080 a L a 1 HC DR Im BEDROOM 2 0 o L J io mALIGN A AI ■ `I\IqofiMUZI. =UM71aC11a M (L) J [o L-3 EN I tC T lt) A [O L-3 J \ N 1,_$„ 6,-4„ 104 L 5 1 11 L-6 104 L-5 104 D W -mom 51- Q ' Q 5'-311 116 5'-8" 5.-8.. EQ EQ • 3080 SC DR 105 AHU � WH .7 5'3" 5'-5" (3) SH 24 TEMP'D) 61.811 6-8" I 118 I r � 119 4 J O J GARAGE 1 9'-4" CLG 1ST FLOOR PLAN 1 3/1611 = 11-01, 1 A3.00 �I�eI■■o■le1■■■oee (a-s� v N 3080 PKT DR N x CO N x ism J o = 01610'111 GARAGE 2 '-4" CLG 26-8" W 0 O LU ❑ LU O � J o9 CO Q O (� ------------ ¢O ELI Ofo LEI D O o J 00 oED 000 O xo 8 0 O J o� a A3.00 PRODUCT OPENING DESIGN PRODUCT MANUFACTURER WODiiq. APPROVAL .# .GLASS ATTACHMENT METHOD. PRESSURES (WORST DESIGN. TYPE. .CASE) PRESSURES Hiop ZONEI-24 .60 TRI-BUIL'P UNDERIAYM£NT Fl# RA MECHANICALLY ATTACHED WITH NAILS AND TIN CAPS 2014E 2.ALI 16048:1. SPACED6'u0,C ATTNE4"LAPS&&"A.C.IN1HNEE ZONE 3.-611 EQUALLY SPACED ROWS IN THE CENTER Or TOE SHEET _ {SELF-ADHEREOL ROOF ZONE'S-24 -x02.7 METAL SHIES IMAGEI FL# 'FDA #10-1Z PANCAKENEAD SCREWS@T 12"MAX. O.C. ZONE 2.40 MANUFAMORING 115604 ZONE 3.60 CORP, WINDOWS ZONE S-34 -$0: PSTINDUSTRIES SIT 700 €L# 'IMPACT X". ULTRACONS@? HEAD UL/2'MAB. FROM TOP'.. 89.3 CORNERS,)AMRS47-3/2" MAX, FROM TOP CORNERS, 15" MAX, FROM 90TTOM CORNER$. AND 6" BELOW ELICIT ADD AAII; 1-3/4" EDGE DISTANCE MULLIONS ZONE 5-44 -130 MIWINDOWSAND CM-xS831 FE#. IMPACT -TAPCONS@: YUITH 1Aj4" MIN. EMBEDMENT AND. DOORS IS4518 2-1jr DISTANCE TO EDGE DOORS ZONE 4-28 -7S PLASTPRO' -SERIES 0 1# IMPACT X- fA-P-CON ED 141 MAX CIA:., 6°TYPE FROM EACH FBERGLASS 15210.7 CORNER. WITH I- Ile MI NIMUM EMBEDMENT &. Z-I/Z" EDGE DISTANCE FRENCH ZOI E'4.29 -50 PiASTPRO. SERIES IS FL# IMPACT N" TAPCONS@T 14.2S"MAR, O.C,, 6" IRS CORNERS, DOORS FIBERGLASS ISISO.R .:2" MIN. CLEARANCE TO MASORY EDGE, 4" MIN. (DBL) CLEARANCE TOADJACENT ANCHOR, 11j4-Y I14. EMBEDMENT WITH. 3" &'7" CENTER CLUSTERS FRENCH ZONE 4128 -50 PLASTPRIO Si. IES.N FUI IMPACT M"TAPCONS@ 133WMAX: O.C.. V ON CORNERS, DOORS. FIBERGLASS 15168:2 1-1f4" MIN. EMBEDMENT AND 2"MIN. CLEARANCE TO MASONRY EDGE, 4"MIN CLEARANCE TO ADJACENTANCNORWEER CkNT¢R C:•••.E.USTER@ 3";:B, 7" GARAGE.' -26 .4A. DABOOOR $24SMEL.. NOAH PMPACT 5/16XIS/8" LAG SCREWS 3 PER BRACKET C"R 12"O.C, DOOR. COMPANY INC, SECTIONAL 17-IM- A2 WITH i x"' 11111-M EMEIMM NT I f1CR4V.ge15k41'f i?rvnegiele�Vrvu.{t.ittRtet^p:{ryll"'.YNJFlPPIMVAG1VHIpt11uFKQULIN\YNLU`URIM55ili{JUUNt; THE A,ICEMIANCE Uzj1 FSC PRODUeiS ANO IAFik{0kS OF AF t2CHN.E'NT ABCBASEe>EN LIRCIY VF(3N is$'i DAFAPR4ViDt08Y ipE Mr1fd11 FACTURER; V6HICH CARR7ES3".S OWN INGINFFfl`5 CERTIFICATION AND IMPUES NO WARGINTY DR OIJARANTOE BY t IIIE OMCE FOR THESE PrWDUOTS KEYNOTES FOR FLOOR PLAN 101 MIRROR 102 ROD & SHELF 103 (5) SHELVES 104 12"x12" CONCRETE BLOCK COLUMN ON TOP OF 24" TALL 16"x16" CONCRETE BLOCK BASE. PROVIDE (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY. 105 R-13 MIN. INSULATION IN WALL 106 PANTRY SHELVES 107 COUNTER HEIGHT ISLAND 108 EDGE OF COFFER CEILING 109 ELECTRIC METER 110 ELECTRIC PANEL 111 UPPER CABINETS 112 DOUBLE SINK & DISPOSAL 113 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 114 TUB/ SHOWER 115 SPA 116 HATCH DENOTES BEAM HEIGHT @ 12'-8" 117 REFER TO GARAGE DOOR BUCK DETAIL 118 BOLLARD - REFER TO DETAIL 119 2'x4' PULLDOWN ATTIC ACCESS 120 LAUNDRY TUB 121 HOT WATER RECIRCULATION PUMP FOR MASTER BATHROOM 122 HATCH DENOTES 8"x16" POURED CONCRETE TIE BEAM W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM. BEAM TO SPAN OPENING PLUS 8" PAST EACH SIDE ON OPENINGS UP TO 8'. OPENINGS LARGER THAN 8' SPAN PLUS 16" EACH SIDE, AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 3,734 SF NON CONDITIONED AREAS GARAGE 1 647 SF GARAGE 2 1,212 SF COVERED LANAI 300 SF COVERED PORCH 485 SF ENTRY PORCH 220 SF GROSS AREA GROSS AREA 6,598 SF CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II 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: -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 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL BORING TEST REQUIRED.�iS--. DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). 0 m CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALLHAVE 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 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-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. 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. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC 3UBJECTTO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW Speedo Topographic DESIGN Westheringa Frost line Termite° DESIGN UNDERLAYMENT HAZARDSLI FREEZING ANNUAL LOAD (mph) effectSk CATEGORY{ depth' TEMP REQUIREDh INDEX! TEMP NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA ARCHITECT Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DENMON RESIDENCE RECEIVED JUL 11 Z018 " L-utlo-County,.Perm PORT ST. LUCIE, FLORIDA CLIENT IIII���I� pppp� ONSTRUCTION OF FLORIDA, I' CONSULTANTS REGISTRATION SEAL ' TERE� MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN A1.00 PROJECT NUMBER R1801 DATE 06/27/20' I ARCHITECT 1 E Fzel 56'-8" ------FmF-1 F-1 r--------------------------------------F-1 � f--------------lN N I LL W 1 201 1 206 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I 12'-0" I 14'-0" _ I 30'-0" I I I i I I I I I °D I I I I I I I I I I I I I I I ti I 3IM"S I 1 / "STEP SLOPE SLAB I I I 1 I I I I I I I I 4'-0" 4'-4" I I Ell SLOPE SLAB C6 I I I I I tl I I I I I I I I � 205 I I I I I I I I i I I I M to I I 202 I I I I I 1 1 I I I I I i L____________ _J IwI N i I F-2 - j LL F--------------------------------------------------------1 I I I I I I I I I n aD I 1 3' 12' 4" 3'-0" W 20'-4" ° 5'-0" I I O I I L________________ F2 1 I li r —— W I a F- LO 1 I � LF2----------------- - - - --I I I I I I I 1 I I I I I I I I I S-1 I I y I c+Ni I I I I I I I I I I I I I I I I I 206 a viJ206 F2 I -------U) -- - I I I I W M 9 1 204 -F_2------------' i S-1-------- - - - - -� Nr_ _____________________—_____� 205 M V I I I O I I 5a I L W w I I_ F-1 I F-1 H �I------- -- - - ------------ - -- - ----------- - - - - - � zo 207 FOUNDATION PLAN 3/16" = 1'-0" 11'-4" 1014. yl I � I I 1 I I I I 4'-0" I IWH \ I I 1 9 I \I I I I I I` I \ 1 201 I I I I-------s----------------------------- ------ --� 1 F-2 I I I I I I I DW I I I I I I I I I I I I�ILL I I I I I 206 1 of 1 I I zos Yi 205 I I I I I 203 I s 1 I ro 1 I I I I I I I I I I I W I ----------- I J 1 � i 1 3' 1 I I I I I �I I W I I I I 7 I I I I I I I I I I I L- 201 --- 1-------- F-2 I I I I I I I rLL I I I I I I B I I I I I I I I I I I I I I I -------------- J E In I �I 4 fV N ;i 41. 2" VTR I I I I SANITARY RISER DIAGRAM LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOST BEAM L-1 T-6" 6113 534 3547 157 8F16/1T-1B L-2 4'-6" 6113 1648 2724 568 8F16/1T-1B L-3 5'4" 5365 1445 2290 669 8F16/1T-1B L-4 10'-6" 914 534 1533 157 8F16/1T-1B L5 1T-4" 1366 1100 798 828 8F16/1T-1B L-6 IT-4" 1075 534 606 157 8F16/1T-1B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOST GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 5602 940 2635 2225 8F14/1T-1B RL-2 T-6" 2459 1064 1462 160 8F6/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. KEYNOTES FOR FOUNDATION PLAN 201 8" WIDE CONCRETE CURB 202 CONCRETE PAD 203 LAUNDRY TUB 204 TUB/ SHOWER 205 SHOWER 206 SINK 207 HOSE BIB FOUNDATION SCHEDULE F-1 20" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS CONTINUOUS. F-2 20" WIDE X 16" DEEP MONOLITHIC FOOTING W/ (3) #5 BAR CONTINUOUS. S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. Architectonic In1 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 DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT OCONISTRUCTION70F FLORIDA,ID CONSULTANTS REGISTRATION ®!4ip .. E 3 EAL c�SrEREO P� MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER FOUNDATION PLAN A2.00 PROJECT NUMBER R1801 DATE 06/27/20' ARCHITECT Architectonic Inc rh TOP OF ENTRY BEAM lUT-1 TOP OF BEAM 9' 4" ., 3/16" = 1'-0" yTOP OF BEAM y0 LEFT SIDE ELEVATION 3/16" = 1'-0" TOP OF BEAN 94� — TOP OF SLAB 0" 4 RIGHT SIDE ELEVATION 3/16 — 1 -0 ,�.. ,• �`305...:. ••- ..• ,_ 301' �.-.�- ;��'J�. �; .,.� <,'_ �:J1r' II II 0E]Jill' 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 1 Pd��t��T3d; I Y 1�i i�P I Ca I l [eye STATE REG # AA26003348 COPYRIGHT 2017 ' PROJECT DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT CONSTRUCTION OF FLORIDA, INC. CONSULTANTS � REGISTRATION � NAEI J SEq� TOP OF ENTRY BEAM AR96 6� 12'-8 >' •��. P OF BEAM s'-a° 1 TOP OF SLAB 0" KEYNOTES FOR ELEVATIONS 301 STUCCO FINISH 302 RAISED STUCCO DETAIL 303 CRICKET 304 METAL ROOFING 305 DECORATIVE CORBELS MICHAEL J SEAL, AIA REVISIONS P.1_ 0wilkli SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS AIN PROJECT NUMBER R18059 DATE 06/26/2018 P-2 P-3 ::P-1 ;;7 O`v RIDGE P-2 P-1 P-2 P-2 RIDGE �F P-3 P-1 N �V� N JP P-1 a a- \Pl P-2 —;;P-2 P-3 P-3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION im1 P-3 ZONE 1: REMAINING AREA W/ Sd RING SHANK @ 6" O.C. PERIMETER & 6" O.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 26-0" 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 METAL ROOFING ON PEEL-N-STICK UNDERLAYMENT ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" MAX- REFER TO MANUF. SHOP DRAWING; SPRAY FOAM INSULATION SIMPSON HETA 20 PER SCHEDULE METAL DRIP EDGE 1"X8" R.S.C. FASCIA ON 2"X4" SUB - STUCCO SOFFIT ON RIBLATH OVER (2) COURSES OF 8" BOND BEAM W/ (1) #5 BAR IN EACH COURSE PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 16" O.C. INTERIOR WALL 3/4" = 1'-0" 2"X4" TOP PLATE 3YP. BOARD CLGS & WALLS STUDS @ 24" O.C. "'X4" BOTTOM PLATE SIMPSON HETA 20 PER SCHED FILL VOID W/ CONCRETE 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 #5 BAR \--5/8" GYP. BOARD CEILING STUCCO ON RIB LATH OR 5/8" EXTERIOR SOFFIT BOARD W/ 1 1/2" DRYWALL SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD OVER HOUSEWRAP 12"X12" CONCRETE BLOCK COLUMN W/ (4) # 5 BARS IN EACH CELL Y m STUCCO FINISH- 16"X16" CONCRETE BLOCK COLUMN BASE CONC BLOCK WALL W/ ALL CELLS FILLED SOLID W/ (4) #5 BARS IN EACH CELL W/ CONCRETE. PROVIDE #5 VERTICAL BARS @ EACH SIDE OF OPENINGS AND @ 6'-0" O.C. MAX. REFER TO FLOOR PLAN FOR EXACT I REFER TO FOUNDATION PLAN FOR SIZES LOCATIONS AND REINFORCING STUCCO FINISH WOOD � BASE NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFOMRATION REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING d.. d 1I- -1 1 III -III I I 1 IIIIIIII 11- II I I1 I I=1 I I1 I I1 I I1 I I1 I I=1 I I=1 I I=1 I I-IIIIII� I I1 I I1 11III-III III III= TYPICAL WALL SECTION 3/4" = 1'-0" COLUMN DETAIL 2 3/4" = 1'-0" 2" GALVANIZED PIPE W/ 114" THICK WALL 4" COLLAR W/ (4) 1/4"X3" TAPCONS PIPE BOLLARD DETAIL 3/4" = 1'-0" MAXIMUM HEADER SPAN T-0" 1 6-0" 9'-0" 12'-0" 1 15'-0" 18'-0° WALL HEIGHT ISTUD SPACING 1 1 1 1 2 1 2 1 2 1 2 1 # OF HEADER STUDS SUPPORTING END OF HEADER 10'-0" OR LESS 16" O.C. 1 2 1 2 3 1 3 3 3 # OF FULL HEIGHT STUD @EACH END OF HEADER 10"-0" OR MORE 16" O.C. 2 2 3 3 4 4 ROOF TRUSSES S n H F n F C Hill S POINT B DOUBLE TOP PLATE CRIPPLE STUDS (NOT REQUIRED FOR 8'-0" HIGH WALL) H S EADER (DOUBLE 2"X12" W/ 1/2" PLYWOOD PACER, GLUED AND NAILED W/ 16d NAILS @ 8" O.C. STAGGERED BOTH SIDES) TRAP EACH STUD AS REQUIRED W/ IMPSON LSTA 18 OR MTS 18 W/ (14) 10d AILS EADER STUDS ULL HEIGHT STUDS OTE: SIMPSON 18" FLAT STRAP MAY EPLACE MTS 16 OR EQUAL AT HEADER NLY TRAP EACH STUD AS REQUIRED W/ IMPSON SP4 OR SP6 W/ (6) 10d NAILS P.T. BOTTOM PLATE EARING HEADER CONNECTION DETAIL 1/2" = 1'-0" BEAM P.T. 2"X W/ 3/16"X3" TAPCONS @ 12" O.C. CONC BLOC 2"X4" BLOCKING W/ (2) 10d NAILS EA. END 5/8" CDX PLYWOOD W/ 8d NAILS @ 6" O.C. ALONG CONT. 2"X ARCH FRAMING DETAIL 1/2" = 1'-0" SIMPS( OVERF EACH: TRUSSES @ 24" O.C. x X/ )N MTS16 @ EACH END OF RAMED TRUSSES W/ (14) 10d NAILS @ (TRAP x GIRDER TRUSS xx CONNECTOR BY TRUSS ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT IH�I CONSTRUCTION OF FLORIDA, IN( CONSULTANTS REGISTRATION pF.F..... , 898 FRED P� MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER DETAILS A4.00 PROJECT NUMBER R18051 DATE 06/26/2011 ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI MOTOR OUTLET WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE RECESSED LIGHT FIXTURE 1'x4' SURFACE MOUNT FLOURESCENT LIGHT FIXTURE JUNCTION BOX FOR FAN/ LIGHT COMBO PHONE OULET CABLE TELEVISION OUTLET SMOKE DETECTOR/ CARBON MONOXIDE UNDERGROUND ELECT. SERVICE: 3# 4/0 THWN CU. IN 2" CONDUIT #4 CU. GROUND TIED TO BLDG, STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 3,712 SQUARE FEET @ 3VA/SF 11,136 VA 2 APLIANCE CIRCUITS 3,000 VA 1 DRYER 5,000 VA 1 LAUNDRY 1,500 VA 1 DISHWASHER 1,200 VA 1 REFIGERATOR 1,200 VA 1 RANGE/OVEN 12,000 VA 1 SPA PUMP 1,200 VA " 1 DISPOSAL 7�f 1 WATER HEATER 800 VA 4,500 VA 2 MISC 4,000 VA SUBTOTAL 48,036 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 15,214 VA 2 A/C & HEAT SYSTEM 24,000 VA TOTAL 49,214 VA USE NEW 225 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 503 J.B. FOR FAN/ LIGHT COMBO (TYP) 504 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 505 W/ CARBON MONOXIDE DETECTION 506 GARAGE DOOR OPENER 507 LIGHT IN ATTIC ON PULL CHAIN 508 UNDERCABINET LIGHTS 509 SWITCH TO ALL UNDERCABINET LIGHTS 510 BELOW COUNTER FOR REF 512 BELOW COUNTER FOR D.W. 513 BELOW COUNTER FOR DISPOSAL 514 ABOVE RANGE FOR MICROWAVE 515 TO POST LAMPS IN DRIVEWAY 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 DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT CONSTRUCTION OF FLORIDA, INC. CONSULTANTS REGISTRATION ORIDA k✓r � Qt �P RFGIST�R�O EAL, AIA AR96898 REVISIONS NO. DATE REVISION 2 08/01/18 BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN A5.00 PROJECT NUMBER R18069 DATE 08101/2018 WWI, qp )i@tGFI ; iv `r -00Kr aP 0" 1 EQ EQ iiCY LLI it I i — I � ` I a II I " I1 L a° wp ul i \I GFI'; I \ i 1 I WA ------------ C ...... \ \ I WP/ — ' — — --- 4'—- EQ EQ \ WP/ I -- \ i — 1 —I--T_-- v. \ GFI 3,_0„ 4.9,_- 1, r�\ r 1 %r GF'IRIF Lu GFI a LL]I \� �\ _ ALL KITCHEN- \ - ` Q RECEPTACLES ® _ 513 512 505 ARE GFI ... 6I w %J w508 L_----- i q - -r r c A \ + \ i 514 EQ r \ \t5O5 ` I 1 ,lI`€ WP/GFI ELECTRICAL PLAN 3/16" = 1'-0" r i I I I I I I 1 1 1 1 1 GFI _ -.r ® ` \ -----GFI . \ 1 0 FI GFI w GFI __ — __ _. 3FI r r r r , � r 506 r , � IGFI i \ 06 507 I I ` I 1 GFI 'WP/GFI 3 1 1 1 1 I I 506 1 1 1 1 1 I I I I I I I i i ELECTRICAL LEGEND SINGLE POLE SWITCH 't3 THREE WAY SWITCH 9 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 17 PHONE OULET 6 CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE ---0 DOORBELL CH CHIMES "i O1201240V 1 PH, 225A MAIN BR. �-UNDERGROUND ELECT. SERVICE: THWN CU. IN 2" CONDUIT #4 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 3,712 SQUARE FEET @ 3VA/SF 11,136 VA 2 APLIANCE CIRCUITS 3,000 VA 1 DRYER 5,000 VA 1 LAUNDRY 1,500 VA 1 DISHWASHER 1,200 VA 1 REFIGERATOR 1,200 VA 1 RANGE/ OVEN 12,000 VA 1 SPA PUMP 1,200 VA 1 DISPOSAL 800 VA 1 WATER HEATER 4,500 VA 1 MINI SEWER 2,500 VA 2 MISC 4,000 VA SUBTOTAL 48,036 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 15,214 VA 2 A/C & HEAT SYSTEM 24,000 VA TOTAL 49,214 VA :RJOAV 240 205 AMPS USE NEW 225 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 503 J.B. FOR FAN/ LIGHT COMBO (TYP) 504 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 505 W/ CARBON MONOXIDE DETECTION 506 GARAGE DOOR OPENER 507 LIGHT IN ATTIC ON PULL CHAIN 508 UNDERCABINET LIGHTS 509 SWITCH TO ALL UNDERCABINET LIGHTS 510 BELOW COUNTER FOR REF 512 BELOW COUNTER FOR D.W. 513 BELOW COUNTER FOR DISPOSAL 514 ABOVE RANGE FOR MICROWAVE 515 TO POST LAMPS IN DRIVEWAY ARCHITECT Architectonic In( 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 DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT wa CONSTRUCTION OF FLORIDA, IN CONSULTANTS REGISTRATION Of F/L Co Eq 6 .V C'ST �Z" FRIED P MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN A5.00 NUMBER 11118019 IPROJECT DATE 06/26/201 ARCHITECT m TRUSS ACTUAL UPLIFT ROUPED, -WORSTCASE) SIMPSON CONNECTOR(S) CoNiNECTOR'15) UPLIFT OESIGIN m HANGER BY TRUSS COMPANY Enum- _H�ER BY TRUSS COMPANY (1� IHETA 20 (1) HETA 20 HANGER BY TRUSS Im I m a HANGER BY TRUSS COMPANY HANGERSY TRUSSC0MPANY so I Bak I MT; mm IFINIMME HANGER BY TRUSS COMPANY HANGER BY TRUSS COMPANY 18-SOS11/4" Z-Vzff x S' TMN$ PSON LGum 2_SDS (4) 3/80 X 4*'TtT I ENS & to VvIx 2-1/2- so$ SCREWS SIMPISION LGUM, 2,6-z--SD,S t:Q 3/8'0 ENS & w1w I x 2_1/2- SOS SCREWS RANGER BY TRUSS COMPANY (2) HETA 20 HANGFR, BY TRUSS COMPANY HANGERBY TRUSS COMPA Y HANGER BY TRUSS COMPANY ■ HANGER BY TRUSS CQM-PANY HANGER BY TRUSSCOMPANY RANGER BY TRUSS CO NAILED PER TRUSS COM-PANY, HANGERBY TRUSS COMPANY !a mumm's TRUSS INFORMATION TAKEN FROM MANUFACTURER'S, SHOP DRAVVIWW S_ CHANMERS TRUS$, IOB 47$196-34 -675 T, U Ss ,9 BENT PINE/056 R ENGjNfERING DATED 6A� 2(jl& ALL LCIAL)sREPRESENT WORST CASE LOADING FOR GROUPED CATEGOMES, SEE MANUFACTUREWS'rRUSS L-AYOU F FOR TRUSS ID AND STRAPPING P_ACHIVIFAIT_ Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7761 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DENMON RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT _Mw A CONSTRUCTION OF FLORIDA, INC. . 4m CONSULTANTS REGISTRATION of FLO. 3 SEA MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE/ SHEET NUMBER TRUSS LAYOUT & CONN. SCHD. A6mOO PROJECT NUMBER 11118059 DATE 06/27/2018 r—r1 pil1(di �J t � r Hood lLANAI <.Lu q,, 12�Z i / it { W.w it fir I I .. .F.:-1 a.. A IbX1 0 i 1.1 LC far jvul1 ' rr �.�? � hl?LIV1I1 Y �:�w r� �r�>✓r ,� � a�'i�a;l 1 r6 r(-,sef� / , ��OIIrRc:ri)h�� 1t C .. 1 7: "Iy 1.1 I , 1 rEL Y i 1 rt 1 —710 �1%CC11i ) �ii, I%o ICiyip cCt,Iii hl:l"f 1 i 1\4I CI:�i:Ot�lUi I �. 11�11'�ira IV t.�1�1 20.... 4OIfIRtLt,, ",�*;�;.�• bj�i �.�5%CG? � � � � ',�". • �� � �ilv K +'IC�XIC� t/ I i• vtN� i �G y� w !� it W. F7EV- i13 13x1 I �, IIOUi w _._, Bi , �^ 7' TOXIC j ry It ....- itAIb FOYl h I I ��s io I _, 1 I I �-_,��u .,,1st. -• 1, .� ,�, �fr... u� 130 IX1 ' ter,..., t.,.v, ; AO L�' ran 1. Yl9 I' vv , ,a"w�� •ia+a ,y�.1� � ;�,. .,uas.+i 1 II �; It I / VEN I - ftr� ( a,��kA(::ily; 'I Ik) ��II �,::I:a.l 1:�,�>r,r.� a ,I I .I� _, A• � �Il� �fi , ,,.w:i I. a �r.. � ;::� .��.I �151AGO .� II'dt l (i -U41 10 CY7) I— 31q 004/41/k/ A t t�Pit' (Iy - '-;z`i/a, >iC 1 , k' Y'r 11.? rr 8 v4 crt;4 i nl a Ertl SC) C t`ej E F -t2 -=-110 (fM COMPLY WITH a1.1 GALV. CLIPS �xaon x>$v FLA PRODUCT APP.# FL14239 CCU MC)UN7'fN©1�.�L,_ AIR HANDLER DETAIL AC#2 MFG - CARRIER C.U. - CA16NA240OG A.H.U. - FX4DNF025L00 HEAT - 5 KW S.E.E.R - 16 ELECTRIC- 208 - 230 -1 PH BRK CU 30 AHU 40 REF. LINES 5/8 and 3/8 TOTAL CAP 24,600 AC#1 MFG - CARRIER C.U. - CA16NA048000 A.H.U. - FB4CNP061L00 HEAT - 10 KW S.E.E.R - 16.5 ELECTRIC- 208 - 230 -1 PH BRK CU 40 MAX AHU 60 REF. 7/8 & 3/8 Lines TOTAL BTU 46,000 ER AIR CONDITIONING tJ�G MECRAN I CAS,, I nG. 1643 DONNA ROAD WPH, FL. . 33409 5 6 1 , 6 8 9 - 1 D 9 3 831 S. KINGS HWY i T. WIERC'F , FL. 34945 772-'878 - 7 577 No. Revisiari/I�atte3 Date ALL. IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDIGA'Tl..l) OR R(PltLahN1C„D BY THIS DRAWING ARC; OWNED 13Y AND PROPERTY OF T116 OFFICE. IC E. AND WHERE GRE:A WD t VOLVL D, AND DEVELOPED FoR US ON AND IN CONNV'CTIQN "'fit PIV `>P CIIII':D PROJECL NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL Uf USED UY, OR DISCLOSED TO ANY PLRSON,FIRM,OR CORPORATION FOR ANY PURPO!iF, W(fH0U1 WRIT1hN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. PROJECT 3qoq DENIVION RESIDENCE CONSTROC:TION OF PLORMA, INC. A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. ft DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' SDan or less 60 degrees orless 11 112 span Tag line approx, --Approz W to 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane ins used. Truss must :re set this way if crane is used. Truss is an example, your truss may, not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses / ! \ are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. /N WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS ILREPRESENTS A HANGER HANGER SCHEDULE I IRF HI IR96 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN As Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! 0 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' - 46' IN LENGTH!! 6r 4-03 —r 2-00-00 CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GRA GR8 THD26-2 12-10d 18-16d GR7 GR8 THD26-2 12-10d 18-16d GR4 GIRL THD26-2 12-10d 18-16d ALL ALL II 6-16d 14-16d `Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" PIGGYBACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY, AND LOSS OF LIFE. FAILURE CAN OCCUR DURING INSTALLATION OR LATER PIGGYBACK 8"x8" 1/2" CDX PLYWOOD GUSSET \\1 Continous Lateral Bracing BASE I�-24" MAX OC LATERAL BRACING TRUSS 36" MAX OC GUSSETS Builder/Truss Installer to attach piggyback truss to base truss with 8"x8"x1/2" Plywood Gusset @ maximum 36" on center with (4) 8d common nails in bottom chord of Piggy ' Back Truss and top chord of Base Truss. Gussets are on both faces/sides of trusses. Bottom chord of Piggy Back Truss and top chord of Base Truss are braced a maximum • of 24" on center with 2x4 continous latefal bracing. Apply lateral bracing as base trosses are set. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" &12'-8" END DETAIL: TYPICAL 0 W 0 1191 NA INA I 12-11-00 ` 13-04-00 Hatch Legend 9'4" CEILING 12'-8" WALL HEIGHT 9'4" WALL HEIGHT C 2D-04-00 5-00-00 m FGR5 vt 0 0 l J � J 12-00-00 ���r �: � /r ' iA i .cam .lw.-1 • �Illll �l ��..��i,.ii�a��ii i.�..i owl �i. � • 11-8-12 UNSUPPORTED JACK CONNECTION DETAIL MTS16 strap (or equal) over Top Chord and under Bottom Chad with IM x 1.5- nails7 nails in Carrier Jack: 7 in Hip Cartier Double straps fa 5' Jacks HIP CARRIER CARRIED JACK 5' MAXIMUM CANTILEVER Trusses beginning -JU- and other unsupported truss should be installed this way. JU Piggy Back Line 0 a 0 s ch HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDER JACKS ARE NOT BEVELED. ! SEE STANDARD 24' O.C. THRU CORNER H ONLY 24' 1' 1-1f CORNER DETAIL j OVERHANGS NOT SHC1yN FOR CLARITY 41 TRUSSES CAFABRINNOT BE �cATION TED UNTIL THISAGREEMENED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this puss placement diagram layout which is the sole a Jetermining successful fabrication of the busses. 2. All dimensions in this layoul have been verified by the undersigned. 3. Unless written notices provided by certified mat to Chambers Truss within ban (10) days of It ndersigne l agrees that no backcharges will be allowed. In the event such written notice is furnished Chain hall have three (3) business days in which to begin repairs required, or to substitute other busses, at Chant Vier 10 days of delivery remedy will be according ID Florida statute 558. 4. The undersigned acknowledges receipt of 'SCSI' summary sheet by TPI 6 WTCA 5. Delivery is to job site. 0 is the buyers responsibility to make the job site suitable for delivery. Chambers he sole authority to determine the suitabirity of the job site or a portion of the job site for delivery. Chamber, responsible for dump delivery only. The buys is responsible for additional delivery expenses t Chambers o redeliver because job site 'a not prepared for delivery or buyer is not prepared for delivery of trusser a5ponsible to Chambers Truss for towiry costs due to she conditions. 6. Price as shown in paragraph 7 below is subject tD change t any changes are made in this layout A $5 Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or t no agreement a reason nvoice wit be made on delivery and paid within tams of net on delivery. Invoice may be made at sdhedul Every 'd buyer cannot accept delivery of fabrtcaled busses. The undersigned agrees to pay Chad easonable attorneys fee for collections in event of payment not timely made. 1-tr2 % per month service char for aN sums not pan within terms. 8. Signature or initials anywhere on this sheet constitutes agreement ro all term herein. 9. In consideration of Chambers Truss extending credd for this material the undersigned uncondrtimaly mynnent when due of any and all ndebfedness owed to Chambers Truss by any entity receiving mated ndersgned agrees to pay such indebtedness including atlomeys ices, 9 de ault in permit for material be in vicipient. 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments erein, the parties agree that the sole venue for any such action will be Saird Lucie County, Florida 11. Design responsibilities are per '"`National Stallard And Recommended Guidelines On Responsi �oiretructlon Using Metal Plate Connected Wood Trusses ANSVMVWTCA 4 - 2002"' 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED OR TITLE A spreader bar may be required per to prevent injury & dame Multiple ply trusses must be fastened together per engineering before thl set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and pin and is the responsibility of the truss erector. Study the contents of the information packet included on delivery bl setting trusses. Trusses must be set and braced per design to prevent injury & dama Trusses must be set and square Do not set bunks or stack of p nod, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS IN( 710 uleanoer Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772465-2012 Fax T12.465.8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM APPROVED ❑ APPROVED AS NOTED REVISE AND RESUBMIT ❑REJECTED ArchitectonicTnc. Fort Pierce, FL 34950 VERSI 7.4.1.431 cpirrem Rex PER CODE SUCH As aBC 1604.6.1 DESIGN CRITERIA County ST. LUCIE CO. Building Department CITY OF PORT ST. LUCIE Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)IC-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live 10-Non Conceurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 16'-S" Building Type Enclosed Building Category It: Non Restrictive Exposure Category 8 Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B: Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer andlor Engineer of Record Chambers Truss Inc. Drawing Name: 75196 SCALE: 3/16" = V-0" 269 total trusses, 100 unique designs Designer. RAC Reviewed by: 2 ° Date:06/04/18 FOR GRANDE CONSTSRUCTION DESCRIPTION: JU 3409 BENT PINE I t Page 1 of 1 CUSTOMER INITIALS EACH PAGE 25 75196