Structural Engineering 163 Belvedere St._17-17-202121714DATE:JOB NUMBER:DRAWING SHEET:AMERICAN CLASSIC HOMES LLC
1 EHOYHGHUH VW.
MODEL 247
DUVAL COUNTY C E R T I F I C A T E O FA U T H O R I Z A T I O NN O. 31036770 wakemont DR.ORANGE PARKFLORIDA 32065alohaengineeringTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USINGA DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.S-1 STRUCTURAL NOTESAND SPECIFICATIONSWIND LOADS:WIND SPEED: 129WIND EXPOSURE: CNOT LOCATED IN THE COASTAL WIND-BORNE DEBRISREGION. WINDOW PROTECTION FOR FLYING DEBRIS ISNOT REQUIRED BY CODE.BUILDING CATEGORY: IIINT. PRESSURE COEF: .18/ENCLOSEDBUILDING MEAN ROOF HEIGHT: 25 FTALLOWABLE-VASD DESIGN VALUESCOMPONENT AND CLADDING WALL OPENING PRESSURES INTERIOR EDGEOPENING SIZE (FT^2) PRESSURE (PSF) PRESSURE (PSF) 0-10 +25,-27 +25,-33 20 +24,-26 +24,-31 50 +22,-25 +22,-28 100 +21,-24 +21,-26END ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIORCORNERS.GARAGE DOOR OPENING TO MEET: +22, -25 PSFALLOWABLE Vasd DESIGN PRESSURES.GRAVITY LOADS: ROOF FLOORTOP CHORD LIVE: 20 PSF 40 PSFTOP CHORD DEAD: 7 PSF 10 PSFBOTTOM CHORD LIVE: 10 PSF 0 PSFBOTTOM CHORD DEAD: 5 PSF 5 PSFDECKS : 40 PSFDEAD LOADS ARE SUPERIMPOSED.-- INDICATES DETAIL NUMBER.-- INDICATES PAGE NUMBER.DETAIL KEY:ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 MASONRYBUILDING CODE. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARINGCONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIONSTRENGTH OF 200O PSI F'm=1500 PSI. MORTAR SHALL CONFORM TO ASTM C270 TYPE S GROUTWHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MIN. 28 DAY COMPRESSIVE STRENGTHOF 300O PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVIDE A SLUMPBETWEEN 8"AND 11". HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTARCOVERAGE ON HORIZ. AND VERTICAL FACE CELLS AND WEBS. HORIZONTAL JOINT REINF. AT 16"O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT 48" O.C., FILL ALL REINF. CELLS WITHGROUT. BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. WIRE TIESOR 22 U.S.GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEP-HOLES SHALL BE LOCATED ABOVEFLASHING AT 32" O.C.GENERAL NOTESCONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHERDISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OFEXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATEDCOMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, ANDDIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS,ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. ALOHAENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OFSUCH WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESEPLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTIONAND SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZENEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE.PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES ANDPRACTICES APPLICABLE AT THAT TIME.FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKSREGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR SHALL OBTAIN A SOILBEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPORT FROM AREGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOILCOMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED.FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITYAT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM-D 1557). FILLSHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OFPROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER DATE.FOUNDATION:CONCRETEMASONRYMINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABSSHALL BE 3000 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERSAND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCINGSHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". MINIMUM BAR SPACING 1 1/2" O.C..ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 MIL. POLYTHYLENEVAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER-MESH REINFORCEMENT WITHA MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM-C 116. IN LIEU OR INCONJUNCTION WITH FIBER-MESH REINFORCEMENT 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES ANDENDS CONFORMANCE WITH ASTM-A 185 SET CENTERED IN SLAB.SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE. TROWEL FINISHEXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BROOM FINISH FOR EXTERIORWALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAW CUT CONTROL JOINTSORIGINATING AT CORNERS AND APPROX. 12'x12' GRID THROUGHOUT SLAB WITHIN 12 HRS OFSETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILINGMANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE:·CONCRETE CAST AGAINST EARTH 3"·FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2"·INTERIOR SLABS, WALL 3/4"SHEATHINGWALL SHEATHING:EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD(OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OROTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILSAT 6" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES.5/16" HARDI-PANEL MAY BE SUBSTITUTED FOR APA RATED SHEATHING ON SIDES OF HOUSE ONLYOF EXTERIOR WALLS. ATTACH HARDI-PANEL SHEATHING TO ALL WOOD SUPPORTSW/.091", .225" HD RING SHANK, 1.5" LONG NAIL PATTERN AT 4" O.C. ALL EDGES AND 8" O.C.FIELD. BLOCK ALL PANEL EDGES.ROOF SHEATHING:EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD(OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OROTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS.ATTACH WITH MIN. RSRS-01 .113"x2 3/8 RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD.SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO ORMORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCKPANELS AT 12" O.C.FLOOR SHEATHING:EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD ORORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24, THICKNESS NOT LESSTHAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERSREQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISEGLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD.FASTENERSWOODEPOXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTHACRYLIC ADHESIVE (AT). ALL ANCHORS SHALL HAVE A MIN. 3" EDGE OF CONCRETE TO CENTER OFANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL BEINSTALLED WITH QE-1 QUICK SET ANCHOR EPOXY. INSTALL ALL ANCHORS PERMANUFACTURERS WRITTEN INSTALLATION PROCEDURES.DO NOT INSTALL ANCHORS RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPOXYFILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. USE COMMON WIRENAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS WITHOUT SPLITTINGWOOD.METAL FRAMING ANCHORS:PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BYSIMPSON STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTENSPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVEMATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z-MAX' COATED, HOT-DIPPEDGALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FORCOMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZAETC.) REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. STAINLESS STEEL ANDZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS STEEL FASTENERS WITHSTAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATEDCONNECTORS.ARCH.-ARCHITECTB.O.F.-BOTTOM OF FTG.CONT.-CONTINUOUSDIA.-DIAMETERE.W.-EACH WAYF.F.E.-FINISHED FLOOR ELEVATIONL.W.-LONG WAYABBREVIATIONSMIN.-MINIMUMO.C.-ON CENTERP.T.-PRESSURE TREATEDSIM.-SIMILARDRAWING INDEX:S1 --STRUCTURAL NOTES AND SPECIFICATIONSS2 ---FOUNDATION/WALL PLANALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O.ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT,OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVETREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION.BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETEOR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS.REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USEDIN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FORCONTINUED, LONG TERM PERFORMANCE.ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOISE CONTROL IS BY OTHERS.LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950PSI MIN. AND 1.9x10^6 PSI MODULUS OF ELASTICITY MIN. U.N.O.ATTACH 2-PLY LVL WITH (3) ROWS OF .131"x3" GUN NAILS 12" O.C. EACH FACE. U.N.O.FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWSOF .131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM.ATTACH WOOD STUD CLUSTERS WHERE SHOWN ON PLAN: 2-PLY 2" NOM WITH .131"x3" GUNNAILS 6" O.C. ONE FACE. 3-PLY WITH .131x3" 6" O.C. EACH FACE OR SIMP. SDW22500 ONE FACE.UNLESS NOTED OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PERCODE R602.2. CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TOBE SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION.CODEMINIMUM DESIGN CRITERIAPER ASCE/SEI (7-16)-MINIMUM DESIGN LOADS FORBUILDINGS AND OTHER STRUCTURES.T.O.S.-TOP OF STEELTYP.-TYPICALU.N.O.-UNLESS NOTED OTHERWISEW-WITHWDO-WOOD DESTROYING ORGANISMW/O-WITH OUTW.W.F.-WELDED WIRE FABRICSIMP.-SIMPSON STRONG TIES.W.-SHORT WAYT.O.C.-TOP OF CURBT.O.G.-TOP OF GRADEFLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIALS2.1-FLOOR PLANS2.2-ROOF PLANS3.1, S3.2, S4.1--DETAILS
7-17-202121714DATE:JOB NUMBER:DRAWING SHEET:AMERICAN CLASSIC HOMES LLC
1 EHOYHGHUH VW.
MODEL 247
DUVAL COUNTY C E R T I F I C A T E O FA U T H O R I Z A T I O NN O. 31036770 wakemont DR.ORANGE PARKFLORIDA 32065alohaengineeringTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USINGA DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.FOUNDATION PLANPLAN NOTESFOUNDATION:ALLPLANS-2DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OFSLAB ELEVATIONS ARE REFERENCED AS + OR - FROMDATUM.EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN.GRADE AS SPECIFIED BELOW SPACED 16" O.C.:FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT.2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT.2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT.ANCHOR EXTERIOR WALL SILL PLATES W/EITHER A 1/2"EPXY. SET SILL PLATE ANCHOR -or- QUICKTIE QTB TO MEETA MINIMUM OF (2) ANCHORS EACH PIECE AND (1) ANCHORBETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES.INSTALL HEADERS AS INDICATED PER PLAN WITHJ=NUMBER OF JACK STUDS AND K=NUMBER OF KINGSTUDS. FOR NON LOAD BEARING PARTITIONS, PROVIDESINGLE JAMB STUDS WITH HEADERS NOT LESS THANSINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96"IN WIDTH.ALL EXTERIOR WALLS ARE SHEARWALLS. INTERIORSHEARWALLS ARE SHOWN ON THIS PLAN.COORDINATE WITH OTHER DISCIPLINES AND TRADES FORLOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES,SLEEVES AND PIPING.SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILSPERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWNTHEREIN ARE GENERALLY NOT INDICATED, BUT AREINTENDED TO DEFINE GENERAL DESIGN CRITERIA ANDTYPICAL CONSTRUCTION CONDITIONS OCCURRINGTHROUGHOUT THE WORK.-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED.1/8"=1'-0"--INDICATES 5/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTO LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED.
7-17-2021
21714
DATE:
JOB NUMBER:
DRAWING SHEET:AMERICAN CLASSIC HOMES LLC1 EHOYHGHUH VW.MODEL 247DUVAL COUNTYC E R T I F I C A T E O F
A U T H O R I Z A T I O N
N O. 31036
770 wakemont DR.
ORANGE PARK
FLORIDA 32065
aloha
engineering
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING
A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL
WOOD TRUSS BEARING ELEVATION NOM 10 FEET ABOVE
DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR
TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD
TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF
TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR-
MITEK WSTS6 WOOD SCREW U.N.O.
BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER
LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT
WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL
BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP
CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE 60° MAX.
ANGLE AND (4).131x3" NAILS EACH END, SPACED 10'
APART MAX.
SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS
OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING
CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED
IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING
24" INSTALLED PER MANUFACTURER AND MEETING
COMPONENT & CLADDING WALL OPENING DESIGN
PRESSURES PER SHEET S1.
ANCHOR PATIO BEAMS AT WOOD POSTS WITH SIMPSON
MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO
BEAMS 3" AND SET BELOW TOP PLATES ON (2)2x STUD AT
WALL INTERSECTIONS U.N.O.
BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"
THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH
SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE
OR TO HEADER EACH SIDE OF SPLICE.
COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR
LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES,
SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN
TO BE REVIEWED TO BE IN COMPLIANCE WITH
ARCHITECTURAL DRAWINGS.
SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS
PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN
THEREIN ARE GENERALLY NOT INDICATED, BUT ARE
INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND
TYPICAL CONSTRUCTION CONDITIONS OCCURRING
THROUGHOUT THE WORK.
FLOOR/LOW ROOF PLAN
PLAN NOTES 1/8"=1'-0"
-- INDICATES 3/8" MIN DIA. THREADED ROD -OR-
QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF
4" WHERE REQUIRED.
ROOF AND FLOOR
SLAN
S-2.1
--- (3) STUD MINIMUM.
DESIGNATES HIGH CONCENTRATED LOAD. INSTALL
TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF
STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE
AS INDICATED BELOW.
---
F01
F01
F02
F02
F03
F04
F04
F04
F04
F04
F04
F04
F04
F05F06F06F06F07
F08
F08
F08
F08
F08
F08
F09F10
F10
F11
F12
F12 F13F14F14F14F14F14F15F16F16F16F16F17F17F17F17F18F18F19TG01
TG02
TG03
TG04
TG05
T01
T02
T02
T02
T02T04
HJ01 EJ01EJ01EJ01EJ01EJ01EJ01--- (3) STUD MINIMUM. SIMP HTS20.
--- (2) STUD MINIMUM.
7-17-2021
21714
DATE:
JOB NUMBER:
DRAWING SHEET:AMERICAN CLASSIC HOMES LLC1 EHOYHGHUH VW.MODEL 247DUVAL COUNTYC E R T I F I C A T E O F
A U T H O R I Z A T I O N
N O. 31036
770 wakemont DR.
ORANGE PARK
FLORIDA 32065
aloha
engineering
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING
A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL
WOOD TRUSS BEARING ELEVATION NOM 9 FEET ABOVE
DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR
TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD
TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF
TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR-
MITEK WSTS6 WOOD SCREW U.N.O.
BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER
LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT
WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL
BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP
CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE 60° MAX.
ANGLE AND (4).131x3" NAILS EACH END, SPACED 10'
APART MAX.
SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS
OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING
CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED
IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING
24" INSTALLED PER MANUFACTURER AND MEETING
COMPONENT & CLADDING WALL OPENING DESIGN
PRESSURES PER SHEET S1.
BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"
THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH
SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE
OR TO HEADER EACH SIDE OF SPLICE.
COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR
LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES,
SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN
TO BE REVIEWED TO BE IN COMPLIANCE WITH
ARCHITECTURAL DRAWINGS.
SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS
PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN
THEREIN ARE GENERALLY NOT INDICATED, BUT ARE
INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND
TYPICAL CONSTRUCTION CONDITIONS OCCURRING
THROUGHOUT THE WORK.
ROOF PLAN
PLAN NOTES 1/8"=1'-0"
HIGH ROOF SLAN
S-2.2
DESIGNATES HIGH CONCENTRATED LOAD. INSTALL
TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF
STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE
AS INDICATED BELOW.
--- (3) STUD MINIMUM. (2)SIMPSON H8
---
-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR-
QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF
4" WHERE REQUIRED. RODS NOT SHOWN ON THIS
PLAN TERMINATE AT FIRST FLOOR TOP OR SILL PLATE.
T05
T06
T07
T08
T09
HJ02H
J
0
2EJ02AEJ02AEJ02EJ02EJ02CJ01CJ02CJ03ACJ01
CJ02
CJ03
EJ02EJ02EJ02EJ02EJ02CJ01CJ02CJ03CJ01
CJ02
CJ03
EJ02T10
T11
T12
T13
T09HJ02T HJ02
EJ02TEJ02TEJ02TEJ02EJ02CJ01CJ02TCJ03TCJ01
CJ02T
CJ03T EJ02EJ02EJ02EJ02EJ02CJ01CJ02CJ03CJ01
CJ02
CJ03EJ02
T14
T14
T14
T14
T14
T15
T16
GHWDLOV
S-3.1
7-17-2021
21714
DATE:
JOB NUMBER:
DRAWING SHEET:AMERICAN CLASSIC HOMES LLC1 EHOYHGHUH VW.MODEL 247DUVAL COUNTYC E R T I F I C A T E O F
A U T H O R I Z A T I O N
N O. 31036
770 wakemont DR.
ORANGE PARK
FLORIDA 32065
aloha
engineering
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING
A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
TYPICAL CONTROL JOINTA2 TYPICAL SLAB ON GRADE RECESS
TYPICAL MONOLITHIC FTG W/CURB
TYPICAL MASONRY REINF. AT DISCONTINUITIESA1 A3
1/2" = 1'3/4" = 1'3/4" = 1'
C1
C3
3/4" = 1'
B1
TYPICAL MONOLITHIC FOOTING
TYPICAL EDGE FOOTING
7-17-2021
21714
DATE:
JOB NUMBER:
DRAWING SHEET:AMERICAN CLASSIC HOMES LLC1 EHOYHGHUH VW.MODEL 247DUVAL COUNTYC E R T I F I C A T E O F
A U T H O R I Z A T I O N
N O. 31036
770 wakemont DR.
ORANGE PARK
FLORIDA 32065
aloha
engineering
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING
A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
TYPICAL CONCRETE STAIR
DETAILS
A1
1/2" = 1'
C3C1
3/4" = 1'3/4" = 1'
S-3.2
B1
3/4" = 1'
TYPICAL TOP PLATEA3
3/4" = 1'
A2
3/4" = 1'
B2
3/4" = 1'
C2
3/4" = 1'
GHWDLOV
S-4.1
7-17-2021
21714
DATE:
JOB NUMBER:
DRAWING SHEET:AMERICAN CLASSIC HOMES LLC1 EHOYHGHUH VW.MODEL 247DUVAL COUNTYC E R T I F I C A T E O F
A U T H O R I Z A T I O N
N O. 31036
770 wakemont DR.
ORANGE PARK
FLORIDA 32065
aloha
engineering
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED USING
A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
C3
B3
3/4" = 1'
3/4" = 1'
A3
3/4" = 1'
C2
B2
3/4" = 1'
1/2" = 1'
C1
1/2" = 1'
B1
3/4" = 1'
A2
3/4" = 1'