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HomeMy WebLinkAboutEnergy CodeFORM R405-2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONST , Florida Department of Business and Professional Regulation - Residential Perform �e Method o2 0 5-20-202 ' Z Project Name: MCP-3736-M1967 Builder Name: Jacobsen Homes ���v Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: '. c Pam' gRTER 9J' Design Location: FL, Tampa County: Hillsborough (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 10. Wall Type41368.0 sgft.) Insulation Area 2. Single family or multiple family Detached a. Frame - Wood, Exterior R=19.0 1368.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 11. Ceiling Types (1248.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 1248.00 ft2 6. Conditioned floor area above grade (ft2) 1248 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(223.3 sgft.) Description Area 12. Ducts a. Sup: Attic, Ret: Attic, AH: Exterior R ft2 8 262 a. U-Factor: Dbl, U=0.35 223.33 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 13. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 34.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. 14. Heating systems kBtu/hr Efficiency Area Weighted Average SHGC: 0.300 a. Electric Heat Pump 34.8 HSPF:8.20 8. Skylights Area c. U-Factor:(AVG) N/A ft2 15. Hot water systems SHGC(AVG): - ' > ", " N/A _ a. Electric- Cap: 40 gallons 9. Floor Types (1248.0 sgft.) Insulation Area EF: 0.926 a. Raised Floor R=19.0 1248.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 16. Credits CF, Pstat Total Proposed Modified Loads: 43.51 Glass/Floor Area: 0.179 PASS Total Baseline Loads: 48.43 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance tq err, ' ��,.•�`�� �' with the Florida Energy Code.+ , r " PREPARED BY: Before construction is completed d DATE: 4-27-2021 this buildingwill be inspected for p compliance with Section 553.908 * n' I hereby certify that this building, as designed, is in compliance Florida Statutes. I& with the Florida Energy Code. c�?p ytr'r OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.58 ACH50 (R402.4.1.2). - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 SEE MANUFACTURER'S CONTRACT WITH FLORIDA DBPR 4/27/2021 11:41 AM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software 2540-0754(MCP-3736) "'date 5-20-21 flkm.- Approved By SCO`f'T" S. F€Yh4taOS WloOjtar Building f En/E 05Fl @Ai_.._"". Fl6rkis License No. S?UIR42 FORM R405-2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONS Florida Department of Business and Professional Regulation - Residential Perform a Method 1.,`5-20-202 Project Name: MCP-3736-M1967 Builder Name: Jacobsen Homes Street: Permit Office: City, State, Zip: FL, Permit Number: ?'F q� C7 Owner: Jurisdiction: CARTER tL P Design Location: FL, Miami County: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 10. Wall Type$1368.0 sqft.) Insulation Area 2. Single family or multiple family Detached a. Frame - Wood, Exterior R=19.0 1368.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 11. Ceiling Types (1248.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 1248.00 ft2 6. Conditioned floor area above grade (ft2) 1248 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(223.3 sqft.) Description Area 12. Ducts a. Sup: Attic, Ret: Attic, AH: Exterior R ft2 8 262 a. U-Factor: Dbl, U=0.35 223.33 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 13. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 34.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. 14. Heating systems kBtu/hr Efficiency Area Weighted Average SHGC: 0.300 a. Electric Heat Pump 34.8 HSPF:8.20 8. Skylights Area c. U-Factor:(AVG)_ N/A ft2 15. Hot water systems SHGC(AVG): N/A a. Electric Cap: 40 gallons 9. Floor Types (1248.0 sqft.) Insulation Area EF: 0.926 a. Raised Floor R=19.0 1248.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 16. Credits CF, Pstat Glass/Floor Area: 0.179 Total Proposed Modified Loads: 49.20 PASS Total Baseline Loads: 54.94 I hereby certify that the plans and specifications covered by Review of the plans and 0� sr� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ct fii„ ' �.•�`�,,, .. 4#4w, with the Florida Energy Code.+ is PREPARED BY: DATE: 4-27-2021 Before construction completed this building will be inspected for compliance with Section 553.908 A I hereby certify that this building, as designed, is in compliance Florida Statutes., Gp with the Florida Energy Code. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.58 ACH50 (R402.4.1.2). - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 2540-0754(MCP-3736) SEE MANUFACTURER'S CONTRACT WITH FLORIDA DBPR 4/27/2021 11:43 AM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software at 5_20-21 w >' rah 8 Bid .$C*-rr S. Modular (�iAYI�(: ing Hlans r�..FQY,�RYI�r'n~m Florida License No. SPd9i"'-42 )b Tess Truss Type Qty Ply Jacobsen. Homes 407 GA 04032 M0573006, MONO TRUSS 1 J530M JFP, Industries Inc., Grand Rapids,MI 49525, Michael Adams 8A20 e Sep 142020 M176k Industries, Inc. Tud Dbc2g.1 &23-:512020 Page I of I ,opyright (k02O OFP'Industries, Inc.. All Rights Rdserved i I I 2-5-9 AIL Cantilever Detail 6 R OTIONS. (j I 7=221JIVIechanical, 10=60106 � -,3�mn: 212F1-2 Max 14 or_ __,0=21 5) PH M.�"Upljt '237(LO, 7), 10=J34(1-0 5) 72. 5, 14 11 3-24CANTILEVER` 4 Optional cut -of A 0:1 M - 21 10 9 8, 7 1K, 3x3= 4x4= AIX4.—' 2-10-3' 0-10-0 'late Offsets' 12!0-0=00-0-11, 0:0-0-s.64:121. r4-0-04.0TI-81, [5:0-1-4.0-1-01.[6'.0-1-8.0-0-01, [7:Edge0L2-41,18:0-1-4i0-7,-,8l, 19:00.1-8 0-141 FACING-: 2-0-0 SPACING- 1-4-0 SPACING- 2 U=0 CS1. DEFL. in :(106) ildefi Qd PLATES GRIP dAoiw, o:lto, LOADING (Pso 1 Pl4te'Grip DbL 125- T.,d PZ56 1jert(I-1-) bAO '9-10 >99'9' 24`0, M720. 244h90 CLL 2off. TCLL 300 Ldrnber,DOL. 1.25 W 0A1 Vart(QT ) -0Z9 940 >999 186 bDL 7.0 TCDL 105 RepStrqss,lrtcr , YES WR -0.129 Horz(qT) -0,63 7 We n1a tLL 04 13CLL 0.0 Code>,FBC2020/TPI2014 Matfix.;R- Weight. 06 lb:. QU 7.10 BCDL '10.5 FT = 0% UMBER- BRACING - OP CHORD, 2x,3 SP No;2 Too CHORD Structural wood.51teathing directly applied or4-6-4 oc [P] OTCHORD 2x3,.SRNO.;2 pprlihs, ekcepterfd verlicals. ' VEBy ',-W SP N6.2 EOVCHORD' Rigid dir&ctly applied or A-b-f3 oc bracing. tEACTIONt. (lb/size) 2=44VO." '(min.- 0-1-8), 7=340/Wethanical PpPROV Max,H'dfz 2=213(LC 5) Max,UpIi1t,2---436(LC5)j 388(LC7)' ORQES. (Ib) - Maximum Compression/Maximum- , Tension 5 — 2 0 — r z o 'OP CHORD 1-2=014,2,-1 1 -J 095.11246.3-11=-1 OB&I 24%- 34=-771187k 4-1 2=-360142T,,51 2=-350/430, X 5-6=-3017,6-7=�50/124 z OT CHORD 2-1 o=-U4811034 �940=-1 44711035, 84--�101 gff�4, 14=-51051 =.6- k9S 578-26k66'4-6�14i,7,.48=436/567i 3-1. i/444,,5r,7=-4i7/70b FAQ IOTE5- (&Ip) )This truss has been'chookedfor:urifform robfIlve load only, ei*cept,gs noted, C4RTER I Wind- -second 6us#vasd=ff6mph,@_24ih o.c,; TCDLz;2.8 -='2.8psf; (Alt. Qmph (3 pd, 'BCDL 18ornph @161n o.c.;-ITCrD06f..IBCDL=4i2pi�; Exp'Q;,GC0i--0;18;,MWF.RSjenvelope) ` F R gable end zone�and C�C` Exte6or(2E,)'-0-10-016-2-2-0,inte"rior )2-2,- w, 8 -8-4,Exteridr(,2E)8�84,'to'll-�8-4 %0 %ItA forces L=1 N zoria;C-C for members and, S for r6actlokissho ; Lumber CIO .60 plate, grip, DOL=1..Go 4�;•-$�+ X�r, E NS Building Designer I Projed-erigineir ' Vedfy('rg:appliladroof live rijri res poits'lille.for load-showh cover's loading , requirernents-,spqcffio. to�the. use of this truss comp onent. This,truss has been designed fora . 10.6*p4 NO 5'6254 �bottom chord live load nonconcurront with any other live loads. ,Y* This truss•has been designed fors IlVil load of,26.0pif on the bottom chord in allaiedsWhere a0re'Ictaniie 3=6--.0 ZZ tall by2-M %Md6will fit between the "bottom'chordand any 6their membors. + m Provide mechanical connection (by c�thers);Of'tru�ssto'b',e'ari'n'g t6 capable.of Withstanding 436 lbuplift ef joint-2 ' 1 `7 1 LiJ ani:138t-lb uplift"atjoint TE OF .0 C) ),Fixiiyof members 5 - 6,7 - 6-have been changed. Ref4rencis UFREngineering 8-tillotIn 06.06 for infbrrriation on re-6radirig,ripppO lumber. 'Updated.code. 0)kevislolrl . 1W p rofessibrial engineering sealItidicales thati Iticensed professional oingimer has designed the truss -under theStandards referenced withiin' this stato'b6ilding 1213012 nec6isgrilithe' la6urhent not currert code: The eqtneeringSbia['[s:W an approval provial 6 use in aspecIfic state. The final determination 40 -buildfrfg, ,n whether a truss design is acCeO616 under.,the iocitiVid600d building code r6kiiiah'the official or desilgInsted appointee: ' UFO�lr�Sirie&, inc. ltAGI BELTLI�E RD,r Ne AWARNING -Verify design Parameters,anld'READ-NOTES,PHONE GRAND R'Apib.!�, ml,�qk5 -russihalinot tle'cut or0iodified without ralioroval oftheludsd , esi .6161:FAX (610)-365 his component has cnW been, desired for, th6loads no(edohth-js,draW0q. CdnstFucton and fiffiiig forces have not been The Wide( is n*,qnote 11— I x fiftnil rretitods and System design. •Buiiaer.risponslbllitos are denned under T011:1his deStgn is basea,cht sh "a' yuponpai,,amews own,an IsW n Individual bulWing component to be,installed and Wded vertically. Applioabl4of desiin pdraimiet&s; and �,iope� In6orporation of.com orient ent K nalVorisibilit-of building y lestgner - not truss designer. Bracing Shawn is for lateral support of individilai 4Yeb 13naan'if to insure stiabilll 69fig.construction a the responsibility of the erector: Adriftnal p ermanent bracIng, of #4 Overall St*tjrL- Isthe ldin�di5ignei�* For g<merai buidancbregarding building %=FTM abric4tron, goat i.tycontroL storage, dower arici ,y; erection and orating, consult Bcsi i-os rrcm,the wood Truss Council of Ain and Titiss�'t�pi�'in�utge.Rommni�ilddtion available rom WTcA. 6300 Enterprise LN, Madisori,Wl 53719 -JAwpportWiWuppvemplat6sWfp,.ipia TEMPORARY TRANSLIFT OPENINGS (OPENINGS MAY BE ON THE REAR SIDEWALL) TRANSLIFT OPENINGS MUST BE FILLED AFTER HOME IS SET. REQUIRES CMU BLOCK AND MORTARED JOINTS ONLY VERTICAL REQUIRED WITHIN B INCHES OF SIDE OF TRANSLIFT OPENING 6'-W MAX SPACING,,f MINIMUM 16"X24" CRAWL SPACE ACCESS REQUIRED- W/COVER. #5 VERTICALS — (LOCATION MAY VARY) DO NOT LOCATE UNDER SHEARWALL--�- — _ — — ONEI SEE NOTE VENTILATION NOTE THE OVERALL FOUNDATION WIDTH SHOWN IS UI R D AT REQUIRED AT 1" WIDER THAN THE ACTUAL FLOOR WIDTH TO EACH SIDE OF COMPENSATE FOR PRODUCTION AND ASSEMBLY AN OPENING IN SEE 71EDOWN TOLERANCES THE STEMWALL I NOTE #1 ACCESS OPENINGS 37'_1i. 2'-8j" ARE TYPICAL AND MAY BE RELOCATED COLUMN 6'-0" COLUMN OLUMN BY CONTRACTOR- LOAD POINTS LOAD POINTS OAD POINTS ftp IPER SITE CONDITION ,tMAX SPACING( I �/5 VERTICALS I — —C� — — — Lp — — — — — — — I TYPICAL STEM WALL OPENINGS (LOCATIONS MAY VARY) Z9I o <F 00 I I _ - STEM WALL DETAILAX6SPACIN 10" X 16" CONTINUOUS FOOTER M SIDEWALL AND ' I — WA2)#5 REBARS ON CHAIRS — VERTICALS — — — — — — — — — — — — — ENDWALL — — — — — — 3'-0" HETA1 ETA16 REQUIRED HETA16 REQUIR ETA16 REQUIRED 0 X REQUIRED WITHIN 8" OF OPG WITHIN 8' OF OPG WITHIN 8" OF OPG WITHIN 8 5'-4" OTHEHR OF OPG 10'-4" TEMPORARY 20'-8" TEMPORARY 10'-4" TRANSLIFT TRANSLIFT OPENINGS OPENINGS THE FOUNDATION PLAN CAN BE MIRRORED (TOP -TO -BOTTOM) BASED UPON SITE CONDITIONS I MATE LINE I�1 Z U o<F IN� Ico X gECINIVED JUL 2 7 7021 St. Lucie County Permitting RECEIVED JU>_ 21 M1 St. Permitt ng SPECIAL NOTE: IT IS HIGHLY RECOMMENDED THAT CONTRACTOR REQUEST A SERIALIZED II.CLP = COLUMN LOAD POINT ATII �j FLOOR PLAN FROM JACOBSEN HOMES PRIOR TO CONSTRUCTING THE FOUNDATION. MATELINE QLPNON-BEARING COLUMN SUPPORTS SENYB ENGINEERING SERVICES WILL NOT BE RESPONSIBLE FOR CHANGES OR ISOLATED PIER CONSTRUCTED OF INTERLOCKED MODIFICATIONS TO THE FOOTPRINT OF THE HOME. 1 DOUBLE STACKED OPEN CELL 8"X8"X16" CONCRETE py : BLOCKS. (TO BE INSTALLED AFTER HOME IS SET) Y. �� i j ri AV FOUNDATION NOTES ■= FILLED DOWN CELL (#5-REBAR-VERTICAL) 06-08-202 VERTICALS ARE 6'-0" MAX O.C. ALONG SIDEWALL AND MATELINE. VERTICALS ARE 8'-0" MAX O.C. ALONG ENDWALLS SIMPSON'S HETA16 (16 GAUGE) STRAP (HETA16-HDG)-REQUIRES (9)10d X 1-1/2" NAILS OR (8)16d NAILS ,� �N C,E N T HETA16 ARE 4'-0" O.C. ALONG SIDEWALLS AND ENDWALLS AND WITHIN 12" OF CORNERS ..... HETA16 ARE 4'-0" O.C. ALONG MATELINE (ALTERNATING SIDES) �.►'� CE IV.i •• Senyb Engineering Services 50 W. Central Ave. Suite B Lake Wales, FL 33869 Office: 863-589-5980 Fax: 1-866-865-2044 www.senybengineedng.com c © ,mn"r my THESE STANDARDS AND PLANS MEET THE 2020 F.B.C. - RESIDENTIAL (7th EDITION)- EXPOSURE "C" VuLr =ULTIMATE DESIGN WIND SPEED =160 MPH (RISK CATEGORY II BUILDING) Vim=NOMINAL DESIGN WIND SPEED =124 MPH (RISK CATEGORY II BUILDING) (TABLE 1609.3.1) MARK V. RICHTER, P.E. # 56196 50 W. CENTRAL AVE. SUITE B LAKE WALES, FL 33853 OFFICE: 863-589-5980 F �A '. o. 56196 0 " STATE OF ONAI ''rr�rrrr�lrr, - ONE SUCH VENTILATION OPENING SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING. - THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 1/1500 OF THE UNDER AREA WHERE THE GROUND SURFACE IS COVERED WITH AN APPROVED CLASS I VAPOR RETARDER (0.1 PERM OR LESS) MATERIAL AND THE REQUIRED OPENINGS ARE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE SPACE. CENTRAL MOBILE HOMES S TE b SENYB ENGINEERING SERVICES An Engineering and Ucsign Compnoy ADDITIONAL FOUNDATION NOTES 1. SOIL BEARING CAPACTIY = 1500 P.S.F. (ASSUMED) 2. ALL UNDERLYING SOIL TO BE CLEAN, FREE OF VEGETATION, OTHER ORGANIC MATTER, UNSTABLE SOILS SUCH AS MUCK, AND OTHER DELETERIOUS MATERIALS.. 3. FOUNDATIONS TO BE PLACED ON UNDISTURBED SOIL OR FILL THAT HAS BEEN COMPACTED TO 96% MAXIMUM DENSITY PER ASTM D-1557. 4. CONCRETE TO HAVE A MIN. 28 DAYS ® 3000 P.S.I. MIN. SLUMP OF 5" 5. REINFORCING STEEL TO BE ASTM-A615 BILLET DEFORMED GRADE 40. PROVIDE A MINIMUM CONCRETE COVER OF 3" ADJACENT TO EARTH AND MIN. LAP FOR #5 RODS TO BE 25". 6. MASONRY'TO BE 8XSX16 CONCRETE BLOCKS PER ASTM C-90 FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, USING TYPE M OR S MORTAR. 7. FOUNDATIONS SHALL EXTEND NOT LESS THAN 12 INCHES BELOW THE FINISHED NATURAL GRADE OR ENGINEERED FILL AND IN NO CASE LESS THAN THE FROST LINE DEPTH. FOOTINGS ON SOIL WITH LOWER ALLOWABLE SOIL PRESSURE SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. HOWEVER, WHERE THERE IS EVIDENCE THAT THE GROUND WATER TABLE CAN RISE TO WITHIN 8 INCHES OF THE FINISHED GRADE AT THE BUILDING SITE, THE BUILDING OFFICIAL MAY REQUIRE THAT THE GRADE ON THE UNDER -FLOOR SPACE BE AS HIGH AS THE OUTSIDE FINISHED GRADE, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. TERMITE SHIELDS AND/OR PROTECTION SHALL BE PROVIDED AS PER CODE. LOCAL AND STATE REQUIREMENTS FOR FOOTINGS MAY EXCEED THAT SHOWN ON THE DRAWINGS. IF ANY QUESTIONS, CONTACT YOUR LOCAL BUILDING INSPECTORS DEPARTMENT. S. CRAWL SPACE UNDER BUILDINGS WITHOUT BASEMENTS SHALL BE VENTILATED BY APPROVED MECHANICAL MEANS OR BY OPENINGS IN THE FOUNDATION WALLS. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS VENTILATION AND SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH OR NOT LESS THAN A INCH NOR MORE THAN %z" INCH IN ANY DIMENSION. OPENINGS IN FOUNDATION WALLS MUST HAVE A NET AREA OF NOT LESS THAN 1 SQFT FOR EACH 150 SQFT OF CRAWL SPACE. CRAWL SPACE ACCESS OF MINIMUM 16" X 24" IS REQUIRED. DETAIL "A" MODULAR HOME/D.C.A 2X10 (MIN.) RIM JOIST EXISTING ON HOME FACTORY INSTALLED 2X1O FLOOR JOIST 6 MIL THICK POLYETHYLENE FILM JOINTS SHALL BE LAPPED 6 INCHES AND SEALED WITH ADHESIVES HETA 16 SIMPSON TIE OR EQUAL SPACING OF SILL ANCHOR TO BE 4' O.C. ALL SIDES AND WITHIN 12" OF CORNERS PRESSURE TREATED MIN. 2X6 PLATE INSTALLED AT FACTORY OR IN FIELD TIE BEAM WITH (1) #5 0 REBAR ALL CONTINUOUS AROUND HOME FILLED WITH CONCRETE. BREAK IN WALL FOR ACCESS HOLES VENT BLOCK ONE ROW BELOW TIE BEAM WITH WIRE BACK SIDE. 8"X8"X16' CELL BLOCK MORTARED JOINTS MAX. HEIGHT 48" (1)#5 VERTICAL REBAR AT 6' O.C. AT SIDES 8' O.C. END WALLS LAP JOINTS 25" MIN. FROM FOOTER TO LINTEL. A5 REBAR DOWN FILL CELLS UNDISTURBED GROUND SURFACE SLOPE GRADE AWAY FROM FOUNDATION CONTINUOUS FOOTER AROUND------(2)(/5 BAR CON. AROUND FOOTER ON PERIMETER OF HOME CHAIRS MIN. 3" OFF DIRT LAP JOINTS 25" MIN. SIDEWALL/ ENDWALL CONTINUOUS FOOTER DETAIL "B" MARRIAGE WALLS CENTER LINE TIE DOWN NOT TO EXCEED 4'-0" O.C. (ALTERNATING SIDES) STRAP= SIMPSON HETA16 OR EQUAL SILL PLATE MUST BE NOTCHED AT �HETA16 LOCATIONS 2X10 FLOOR JOIST FACTORY INSTALLED 2X6 P.T. SILL PLATE OR FIELD z < INSTALLED EACH HALF. m 6 MIL THICK POLYETHYLENE FILM JOINTS SHALL BE LAPPED 6 INCHES AND SEALED WITH ADHESIVES 0 FLOOR JOIST TIE BEAM WITH (1)#5 0 REBAR FILLED WITH CONCRETE TIED TO VERTICAL REBAR 8"XB"X16" CELL BLOCK MORTARED JOINTS MAX. HEIGHT 48" VERTICAL LOCATION AT 6'-0" O.C. LAP JOINTS 25' MIN. FROM FOOTER TO LINTEL R5 REBAR DOWN FILL CELLS. UNDISTURBED GROUND SURFACE tea{ • CONTINUOUS FOOTER W/2 #5 MIN. o DEFORMED BARS 3" OFF BOTTOM ON CHAIRS LAP JOINTS 25" —16"� CENTER LINE CONTINUOUS FOOTER DETAIL "C" SIMPSON'S HHETA 16 INSTALLATION SIMPSON'S HHETAI6 STRAP REQUIRES MIN. (9)10D X 1-1./2" NAILS MODULAR FLOOR SYSTEM (EXISTING) LINTEL BLOCK CHAMFER (INSIDE FACE OF CMU) MAXIMUM OF 1" TO ALLOW FOR HETA16 STRAP 8" X 16" CMU BLOCKS MORTARED J011 II PERIMETER OF MODULAR CONCRETE FIL DOWN CELLS. d5 VERTICAL REBAR f1 SPACING PER FOUNDATION PLAN I--III'm IIrIII—III. L- TIEDOWN NOTE #1 HETA16 REQUIRED WITHIN A MAXIMUM OF 12" OF EACH SIDE OF A MATELINE OPENING GREATER THAN 48". IN ADDITION, A HETA16 IS REQUIRED ON THE ALTERNATE SIDE OF MATE LINE AT A MAXIMUM OF 12" FROM THE EDGE OF DRAWING INFORMATION CUSTOMER: DAVID PICHETTE NAME: ADDRESS: XXXX NAVAJO AVE, FORT PIERCE, FL 34946 J F P MANUFACTURER: JACOBSEN HOMES- 24' X 52' FOUNDATION PLAN DATE: PROVIDED BY 06-08-2021 SCALE: mimb Eo91eeemoe Senam NOT PRINTED TOSCALE LAKE WALES, FLORIDA 33853 DESIGNED FOR 20 PSF ROOF LIVE LOAD AND 1500 PSF SOIL BEARING CAPACITY F-1 SHEET IOF2 HANDRAIL GRIP SIZE 14 2' 2i•� o NONCIRCULAR CIRCULAR" JR311:5.6:3Type 11 P¢rpneter: 4•-'8A• Av E A. S^ tc :° I RECESSED 1113115.6.3 Type III PAreneteC �64, *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. *HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. GUARD DETAIL 16" 2X2BALU MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1 /4" X 3-1/2" SIDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING O.C. FLOOR JOISTS USING (5) EQUIVALENT AT EACH JOIST CONSTRUCTION 16d NAILS OR TO RIM JOIST CONNECTION. OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE STRAP TO OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4' DIAMETER SPHERE 30" GROUND ANCHOR W/ TIE DOWN STRAP WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) NOTES: 1.) HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 2) IMMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH SECTION 4,5.1 OF ASCE 7. 4'-0" .T. 2X6 STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES, AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE DO NOT PERMIT THE PASSAGE OF A 4—INCH DIAMETER SPHERE. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)##8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8' TO PASS THROUGH. ATTACH BALUSTERS TO TOP & BOTTOM W/ MIN. (1)##8 WOOD SCREW OR EQUIV. 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 5'-0" LANDING HEIGHT = 8 STEPS (MIN.) STAIR AND LANDING ILLUMINATION REQUIRED CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. MIN. UNIFORMLY DISTRIBUTED LIVE LOAD — STAIRS = 40 PSF (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. 1��MAYBE VANIZED CABLE COIL (7 X 7 OR 7 X 19 CONSTRUCTION) SED INSTEAD OF THE 1-1/4" WIDTH TIE —DOWN STRAP NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL 06-08-2021 tN-Z- EN'TCE:NScy o. 56196 TATE OF f ij -4. . OR\ 0NAL These plans and specifications comply with Section 301.2.1 of the 2020 FBC-Residential (7th Edition) VULT =ULTIMATE DESIGN WIND SPEED =160 MPH VASD =NOMINAL DESIGN WIND SPEED =124 MPH (TABLE 1609.3.1) (3 second gusts) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 o Wn W N C¢L¢• $ W (~Z7 Ilia If rvJT-Jyz a ^, US W W <0 Z W W J U m 0 � U m 0 a d' = � o ; U_ N CN a 0LL UCo Q Co yoa) Z�z w U Q ui y Ux OLL a .F- 3. F— m v U iri 2 .� N IL` a x U Q 0 Drawing r. +Numbe STAIR CONSTRUCTION Senyb Engineering Services 50 W. Central Ave. Lake Wales, FL 33853 © COPYRIGHT 2017