808 Amberjack Lane-RES24-0044 ARCH DWGSGENERAL NOTES:
1.IT IS THE INTENT THAT THIS WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING CODE 2017, 6TH ED. RESIDENTIAL AND ALL AUTHORITIES HAVING
JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE
CODES AND REGULATIONS.
2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT
ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.
3.THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT
EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
4.ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
5.CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE
PROPOSAL FOR A COMPLETE TURN-KEY PROJECT.
6.PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLASS
CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD
WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE.
7.CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM
DEFECTS. FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED
WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY
HAVE BEEN DAMAGED THEREBY.
8.DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT
GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL
DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT
EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT
REIMBURSEMENT OR COMPENSATION BY THE OWNER.
9.A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT
THE PRE-CONSTRUCTION MEETING.
10.CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE
BUILDING IS NOT ALLOWED.
11.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING
FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE
CONTRACTOR.
12.TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND
LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
13.TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. ANY DISTURBED SOIL TREATMENT MUST BE
RETREATED.
14.TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL MUST BE
RETREATED.
15.PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB-ON-GRADE FLOORS SHALL BE NON-CELLULOSE CONTAINING
MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE.
A-0Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027CONSTRUCTION PLANS
FOR
NEW SINGLE FAMILY
LOCATED AT
808 AMBERJACK LANE
ATLANTIC BEACH, FL 32233
BUILDING STRUCTURE INFORMATION:
UNCONDITIONED SPACE:
GARAGE.........................................................................400 S.F
FRONT PORCH................................................................95 S.F
CONDITIONED SPACE:
1ST FLOOR....................................................................956 S.F.
2ND FLOOR...................................................................1,264 S.F
TOTAL CONDITIONED:................................................2,220 S.F.
TOTAL SPACE:.......................................................................2,715 S.F.
CONDITIONED VOLUME........................................................18, 716 CU.FT.
TYPE OF CONSTRUCTION..................................................5B
OCCUPANCY:..........................................................................R-3
FIRE SPRINKLERS:................................................................NO
MAX HEIGHT OF STRUCTURE............................................<35'
WIND BORNE DEBRIS REGION...........................................NO
NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233GENERAL NOTESPlan Sheets
Label Title
A-0 GENERAL NOTES
A-1 ELEVATIONS-1
A-2 ELEVATIONS-2
A-3 FLOOR PLAN
A-4 ROOF PLAN & SECTIONS
A-5 ELECTRICAL LAYOUT
A-6 PLUMBING PLAN
A-7 FLASHING DETAILS
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
ELECTRICAL NOTES:
1.ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2020 FLORIDA BUILDING CODE, 7TH EDITION, RESIDENTIAL AND NFPA 70
2020 NATIONAL ELECTRIC CODE (NEC).
2.ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE SECTION R314 OF 2020
FLORIDA BUILDING CODE, 7TH EDITION.
3.ELECTRICAL CONTRACTOR SHALL PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION IN KITCHENS, BATHROOMS,
LAUNDRY, GARAGES, AND OUTDOORS PER 2020 NEC 210.8 (A)
4.ELECTRICAL CONTRACTOR SHALL PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION IN LIVING, DINING, HALLWAYS, AND
BEDROOMS PER 2020 NEC 210.12 (A)
5.ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2020 NEC 406.9
6.ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER FBC-ENERGY
CONSERVATION R404.
7.ELEVATORS SHALL BE IN ACCORDANCE WITH FBC 2020, 7TH ED, SECTION R321.1
MECHANICAL NOTES:
1.ALL DUCT SIZING SHALL BE IN ACCORDANCE W/ ACCA MANUAL "D". PROVIDE DUCT TESTING IN ACCORDANCE W/ ASHRAE
STANDARD 152.
2.DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE SHOWN ON THE APPROVED DUCT LAYOUT PLAN INCLUDED IN
THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
3.ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE "SUBSTANTIALLY" LEAK FREE.
4.DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
BE INSTALLED ACCORDING TO FBC R302.5.2
5.ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. IF ANY
INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS SHALL BE PERFORMED OR THE
ORIGINAL APPROVED INSULATIONS SHALL BE INSTALLED.
6.ELEVATORS SHALL BE IN ACCORDANCE WITH THE FBC 2017, 5TH ED., SECTION R321.1
PLUMBING NOTES:
1.ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE
COMPLETE SYSTEM SHALL BE FULLY OPERATIVE.
2.ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT,
3.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION.
4.VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER
OF ANY DISCREPANCIES. ANY COST RES UL TING FROM DISCREPANCIES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE
CONTRACTOR.
5.WATER PIPING TO BE TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE.
6.SOIL, WASTE & VENT PIPING TO BE PVC. #40 DVW.
7.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS
8.WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
9.INSULATE HOT WATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 8 FEET FROM WATER HEATER.
10.CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS.
11.INSULATE WITH 1/2" THICK ARMAFLEX INSULATION.
23-1017
DATE:
AS NOTED
5 : 12
5 : 1212
5
F.F.E. - 1st Floor0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor
18'-7"8'-1 1/8"Highest Ridge26'-4 3/4"7'-9 3/4"F.F.E. - 1st Floor0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor
18'-7"8'-1 1/8"Highest Ridge26'-4 3/4"7'-9 3/4"26'-4 3/4"ASPHALT SHINGLES
FIBER CEMENT B & B
FIBER CEMENT LAP SIDING
STONE VENEER SKIRTTAPERED POST W/16" STONE VENEER COL. BASE
12" WOOD SHUTTERS
1X8" HEADER
1X F. C. CORNER
BOARDS
12
5
5 : 12
5 : 12
5 : 12
F.F.E. - 1st Floor
0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor18'-7"8'-1 1/8"Highest Ridge26'-4 3/4"7'-9 3/4"F.F.E. - 1st Floor
0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor18'-7"8'-1 1/8"Highest Ridge26'-4 3/4"7'-9 3/4"27'-0 3/4"FIBER CEMENT LAP SIDING
ASPHALT SHINGLES
1X F. C. CORNER
BOARDS
12
5
5 : 12
A-1Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233ELEVATIONS-11
A-1
1
A-1
2
A-1
2
A-1
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
23-1017
DATE:
AS NOTED
REAR ELEVATION
SCALE: 1/4" = 1'-0"
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
5 : 12
12
5
F.F.E. - 1st Floor0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor18'-7"8'-1 1/8"Highest Ridge
26'-4 3/4"7'-9 3/4"F.F.E. - 1st Floor0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor18'-7"8'-1 1/8"Ridge22'-10 3/8"4'-3 3/8"27'-0 3/4"22'-10 3/8"ASPHALT SHINGLES
FIBER CEMENT LAP SIDING
1X F. C.
CORNERBOARDS
12
5
5 : 12
5 : 125 : 12
12
5
F.F.E. - 1st Floor0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor
10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor18'-7"8'-1 1/8"Ridge22'-0 7/8"3'-5 7/8"Ridge22'-10 3/8"9 1/2"F.F.E. - 1st Floor0'
FLT. HT. - 1st Floor9'-1 1/8"9'-1 1/8"F.F.E. - 2nd Floor
10'-5 7/8"1'-4 3/4"FLT. HT. - 2nd Floor18'-7"8'-1 1/8"Highest Ridge26'-4 3/4"7'-9 3/4"TAPERED POST W/
16" STONE VENEER COL. BASE
STONE VENEER SKIRT
FIBER CEMENT LAP SIDING
ASPHALT SHINGLES
1X F. C.
CORNER
BOARDS
5 : 125 : 12
A-2Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233ELEVATIONS-21
A-2
1
A-2
2
A-2
2
A-2
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
23-1017
DATE:
AS NOTED
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
1ST FLOOR PLAN
SCALE: 1/4" = 1'-0"
KITCHEN AND CABINET NOTES:
1.CONTRACTOR TO VERIFY DIMENSIONS & FIELD MEASUREMENT PRIOR TO
ORDERING CABINETS.
2.CONFIRM CABINET COLOR WITH HOME OWNER PRIOR TO ORDERING.
3.CONFIRM DOOR & DRAWER STYLES WITH HOME OWNER PRIOR TO ORDERING.
4.INSTALL HARDWARE ON SITE.
5.INSTALL CROWN MOLDING ON SITE; MATCH CABINET COLOR; CONFIRM PROFILE
AND DIMENSION WITH HOME OWNER.
6.CUT OVEN OPENING ON SITE, SEE APPLIANCE SPECIFICATIONS.
7.INSTALL HOOD AND ALL APPLIANCES PER MANUFACTURER SPECIFICATIONS.
8.ALL APPLIANCES TO BE ON DEDICATED CIRCUITS.
9.USE MIN 6" DUCT FOR HOOD.
10.CONFIRM FINAL MATERIALS FOR BACKSPLASH AND COUNTERTOP WITH HOME
OWNER PRIOR TO ORDERING
2ND FLOOR PLAN
SCALE: 1/4" = 1'-0"
WH
HB
HB
W05W05 D01D01 W01W01 W01W01
D05D05
W01W01W01W01
D03D03
D18D18
D02D02
D04D04
D08D08
D16D16
D03D03
UP
11
A-2A-2
2
A-4
2
A-4
1
A-4
1
A-4
CL10'-0"10'-0"
CL
2'-0"
CL
7'-3"
CL
3'-2"3'-7"
4'-1"11'-11"
36'-0"10'-3 1/2"7'-9"16'-9 1/2"6"40'-0"6"5'-2"15'-1 1/2"CL 6'-4"CL 3'-2"CL 8'-6"CL 12'-0"6'-0"
36'-0"10'-0"4'-3 1/2"5'-5"20'-3 1/2"40'-0"4'-7"1'-3 1/2"4'-4 1/2"8'-0"3'-9"5'-11 1/2"5'-5"3'-7 1/2"2'-6"1'-4"6'-10 1/2"3'-5"4'-1"3'-8"6'-11 1/2"
CL
5'-10"10'-2"1'-4"8'-11 1/2"2'-7"2'-0"2'-7"2'-0"
12'-1"23'-11"2'17'-3 1/2"3'-0"13'-3"10'-0"12'-9"
20'-0"16'-0"6"
GARAGE
PORCH
BATH
MUD
LIVING
ENTRY OFFICE/DEN
DINING
PANTRY
MEDIA DESK
REF.
KITCHEN
BENCHES
9 Clg 9 Clg
9 Clg
9 Clg
9 Clg
9 Clg
9 Clg
9 Clg
9 Clg 9 Clgw/Hood30" Range+MicrowaveTAPERED POST W/
16" STONE VENEER COL. BASE
PER BUILDERS SPEC.
DW
-4"
44
AHU
22AC
COMPRESSOR 4"22 W.I.C.
8'x10' PATIO SLAB
66
17 RISERS
@ 7-3/8"
33
WINDOW SCHEDULE
NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT BOTTOM DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT)
W01 3050SH 4 1 3050SH 36"60"20"SINGLE HUNG 15
W02 3050SH 7 2 3050SH 36"60"24"SINGLE HUNG 15
W03 4016FX 1 2 4016FX 48"18"62"FIXED GLASS 6
W04 3030SH 1 2 3030SH 36"36"44"SINGLE HUNG 9
W05 3030SH 1 1 3030SH 36"36"44"SINGLE HUNG 9
TOTALS: 189
DOOR SCHEDULE
NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT COMMENTS
D01 6068 1 1 6068 L EX 72"80"
D02 2668 1 1 2668 R IN 30"80"
D03 2868 2 1 2868 L IN 32"80"
D04 5068 1 1 5068 L/R IN 60"80"
D05 16070 1 1 16070 192"84"
D06 2868 3 2 2868 L IN 32"80"
D07 3068 1 2 3068 36"80"
D08 3068 1 1 3068 36"80"
D09 5068 1 2 5068 L/R 60"80"
D10 2868 1 2 2868 L 32"80"
D11 2868 4 2 2868 R IN 32"80"
D12 2068 1 2 2068 R 24"80"
D13 4068 1 2 4068 L/R 48"80"
D14 2868 1 2 2868 R 32"80"
D15 1868 1 2 1868 R 20"80"
D16 2068 1 1 2068 L IN 24"80"
D17 2668 1 2 2668 R 30"80"
D18 2868 1 1 2868 R IN 32"80"
D19 5668 1 2 5668 L/R 66"80"
SEE FL. PRODUCT APPROVALS AND STRUCTURAL PLANS FOR ALLOWABLE WIND PRESSURE REQ
WALL SCHEDULE
2D SYMBOL WALL TYPE
2X6-SIDING
2X4-SIDING
2X6-INTERIOR
2X4-INTERIOR
2X4-INTERIOR_HALF
INTERIOR RAILING
GLASS SHOWER
FBC NOTE SCHEDULE
FBC-R807.1 -ATTIC ACCESS TO BE A MIN. 22"X30" IN SIZE IN A HALLWAY OR
OTHER
READILY ACCESSIBLE LOCATION
M1307.3.1-ALL APPLIANCES SHALL BE PROTECTED FROM VEHICLE IMPACT WITH
APPROVED BARRIERS (WHEEL STOP, BOLLARD, CURB, ETC.)
R311.7-ALL STAIRS, LANDINGS & RAILINGS TO BE IN ACCORDANCE WITH R311.7
HAZ GLAZ. PER R308.4.2
R31 0.2.1 -EMERGENCY ESCAPE AND RESCUE OPENINGS
R312.1: GUARDS REQ. WHERE WALKING SURFACE, STAIRS, BALCONIES,
LANDINGS ARE GREATER THAN 30" ABOVE LOWER WALKING SURFACE/GRADE.
MIN. HT. SHALL BE 36" AND SPACING OF GUARDS SHALL NOT ALLOW PASSAGE
OF 4" DIA. SPHERE
11
22
33
44
55
66
11
22
33
44
55
66
DN
W02W02W02W02
W02W02 W02W02 W02W02
W04W04
D11D11
D07D07
D11D11
D12D12
D17D17
D06D06
D09D09
D15D15
D06D06
D06D06
D13D13
D14D14
D11D11
D11D11D10D10
D19D19
W03W03
W02W02W02W02
2
A-4
2
A-4
1
A-4
1
A-4
CLCL9'-11 1/2"2'-11 1/2"
CL
4'-4"
CL
3'-2"4'-4"
CL
6'-3"
CL
3'-2"6'-3"
15'-8"8'-6"11'-10"
36'-0"
CL
4'-2"
6'-2"2'-4"1'-10"10'-7"7'-9"2'-6 1/2"13'-11 1/2"CL
3'-0"13'-1"2'-10"5'-6"2'-2 1/2"13'-0 1/2"36'-8"2'-3"CL 9'-2"
11'-11"8'-6"15'-7"
36'-0"
7'-0 1/2"2'-3 1/2"
3'-4 1/2"
2'-8"6'-5"1'-8"2'-7 3/4"9'-10 3/4"2'-10"1'-4 1/2"6'-4"3'-2 1/2"5'-9"4'-1"3'-5 1/2"5'-2 1/2"9'-4"2'-3"4'-0"6'-2 1/2"2'-3 1/2"2'-7"2'-1"7'-3"4'-2"4'-1 1/2"9'-0"2'-7 3/4"8 1/4"5'-0"11'-6"2'-7"2'-8 1/2"7'-3"2'-1"9"
OPEN BELOW
BEDROOM 1
BEDROOM 2BEDROOM 3
MASTER BEDROOM
BATH
MASTER BATH
WALK-IN
CLOSET
LAUNDRY
MEDIA CENTER
KNEE
SPACE W.C.
8 Clg
8 Clg
8 Clg
8 Clg
8 Clg 8 Clg 8 Clg
8 Clg
55 55
11
11 AccessAttic 11R & SR & SR & SR & SR & S
R & S
R & S
R & SR & SW
D
AC
CHASE
Tub/
Shower
44
44Shower
1ST FLR. BELOW
1ST FLR. BELOW
66
A-3Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233FLOOR PLANTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
23-1017
DATE:
AS NOTED
TYP. WALL SECTION
SCALE: 1/2" = 1'-0"
INTERIOR STAIR DETAIL
ALL STAIR REQ. TO BE IN ACCORDANCE WITH FBC-R311.75 : 121'-4" (O.H)1'-4"4'-7"38'-8"6'-6"ASPHALT SHINGLES
ROOF
5:12 PITCH
5 : 12 5 : 125 : 12
5 : 125 : 125 : 121'-4"1'-4" (O.H)18'-4"5'-10"14'-6"
38'-8"37'-5"4'-1"39'-4"2'-3"ASPHALT SHINGLES
ROOF
5:12 PITCH
RIDGE HIPHIPHIPHIPRIDGERIDGEVALLEYVALLEY5/8" TYPE X GYPSUM
CEILING MIN. OVER
GARAGE AREAS ONLY. (IF
REQ.)
ROOF PITCH PER ELEVATIONS
AND ROOF PLAN
PRE-ENGINEERED ROOF TRUSSES PER SHOP
DRAWINGS AND
TRUSS LAYOUT
ROOFING OVER 30# FELT OR APPROVED
UNDERLAYMENT ON RATED SHEATHING
PER STRUCTURAL PLANS.
MTL. DRIP EDGE
FASCIA BOARD.
VENTED VINYL ALUMINUM SOFIT
ROOFING MATERIALS PER
ELEVATIONS & ROOF PLAN
R-13 BATT INSULATION MIN. OR PER ENERGY
SHEETS. IN COND. AREAS ONLY (BY OTHERS)
APPROVED WEATHER BARRIER OVER
SHEATHING
WINDOW OR DOOR UNIT AS PER
ELEVATIONS AND FLOOR PLAN.
INSTALL PER FL. PRODUCT APPROVALS
1/2" GYPSUM W.B., FASTEN
PER FBC TABLE R702.3.5
WINDOW SILL/HEAD PER BUILDERS SPEC.
CAULKED @ WINDOW (FLASHING PER DETAILS)
HEADER PER FRAMING PLAN
DBL. 2x6 TOP PLATE FASTEN PER
FRAMING PLAN
1/2" GYPSUM CEILING MIN.
2x4 No. 2 SPF EXTERIOR
WALLS AT 16" O.C.,TYP.
FLOOR TRUSSES PER TRUSS DESIGNER
& STRUCTURAL PLANS, TYP.
EXTERIOR COVERINGS SEE
ELEVATIONS
CLEAN COMPACTED FILL OR
IN-PLACES SOILS. TERMITE TREATED SOIL OR
ALTERNATIVE METHODS PER FBC.
2x6 P.T. SOLE PLATE
4" CONCRETE SLAB ON GRADE
2x6 WALL FRAMING, SEE FRAMING PLAN.
SEE FOUNDATION PLAN FOR DETAILS. THIS IS
FOR ILLUSTRATION PURPOSES ONLY AND MAY
NOT REFLECT THE ACTUAL FOUNDATION
SYSTEM.
GRAD
E
0'-0" FIN. FLR.
R-13 BATT INSULATION MIN. OR PER ENERGY
SHEETS. IN COND. AREAS ONLY (BY OTHERS)
R-30 BLOWN INSULATION
OR PER ENERGY SHEETS
EXTERIOR COVERINGS SEE
ELEVATIONS
9' -1 1/8" 1ST FLR. PLT. HT.
10'-5 7/8" 2ND FLR. F.F.E.
18' - 7" 2ND FLR. PLT. HT.
CONV. FRAMED ROOF SYSTEM(1ST FLR). SEE ROOF FRAMING PLAN
ROOFING OVER 30# FELT OR APPROVED
UNDERLAYMENT ON RATED SHEATHING
PER STRUCTURAL PLANS.
MTL. DRIP EDGE
WINDOW OR DOOR UNIT AS PER
ELEVATIONS AND FLOOR PLAN.
INSTALL PER FL. PRODUCT APPROVALS
PRE-ENGINEERED ROOF TRUSSES PER SHOPDRAWINGS AND TRUSS LAYOUT
EQUALLY SPACED RISERS7 3/4" MAX RISER
BASE MOLDINGFINISH FLOORINGPLYWOOD SUBFLOOR
AT TREAD AND RISERFULL STRINGER
SOFFIT
BLOCKING
NOTCHEDSTRINGER
10" MIN. TREAD HANDRAIL HEIGHT 34" MIN. - 38" MAX.HANDRAIL
GUARD SPACING/
OPENINGS TO NOT
ALLOW PASSAGEOF 4" SPHERE
GUARDS WHERE REQ.
PER FBC-R312.1
TTA-4Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233ROOF PLAN & SECTIONSFRONT ISOMETRIC
SCALE: N.T.S
1
A-4
1
A-4
2
A-4
2
A-4
LOWER ROOF PLAN
SCALE: 1/4" = 1'-0"
VENTILATION CALCULATIONS
VENTILATION REQUIRED:
ATTIC SPACE = 1,264 SQFT
1,264 / 300 = 4.21 SQFT
4.21 X 144 = 607 SQIN
607 X 0.5(50%) = 304 SQIN NET FREE ROOF VENT REQ'D
607 X 0.5(50%) = 304 SQIN NET FREE SOFFIT VENT REQ'D
UPPER ROOF VENT SPECS:
4'-0" VENT PROVIDES 144 SQIN NET FREE SPACE
6'-0" VENT PROVIDES 216 SQIN NET FREE SPACE
8'-0" VENT PROVIDES 288 SQIN NET FREE SPACE
UPPER ROOF VENT REQUIREMENTS:
TYP. RIDGE VENT PROVIDES 18 SQIN/LIN. FT. NET FREE SPACE
UPPER ROOF VENT REQUIREMENTS:
304 SQIN / 18 SQIN-LIN FT = 17 LIN FT. OF RIDGE VENT REQUIRED
SOFFIT VENTS REQUIREMENTS:
LIN. FT OF SOFFIT AVAILABLE = 154'
AIR FLOW PER LIN. FT. = 5.89 SQIN
TOTAL = 907 NET FREE SOFFIT AREA PROVIDED >304 SQIN REQUIRED
VENTILATION REQUIREMENTS SHALL BE IN ACCORDANCE
W/ SECTION R806.1 OF THE 2020 RESIDENTIAL FLORIDA BUILDING CODE.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
23-1017
DATE:
AS NOTED
SOFFIT DETAIL
SCALE: N.T.S
UPPER ROOF PLAN
SCALE: 1/4" = 1'-0"
2ND FLOOR ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
1ST FLOOR ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
WH
HB
HB
UP
R R
GFCI
GFCI
GFCI
3
R
R
R R
R
R
R R
R
R
R
GFCI
3
3
3
3
3
RGFCI
GFCI GFCI
GFCI
GFCI
C5/TV
3
GFCI
GFCI
GFCI
M
RA
3
3
GFCI GD GD
R
DW
CO/SD
CO/SD
3
GFCIWP
GFCIWP
GFCIWP
EP
TO STAIR LIGHT
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI AFI
AFI
AFI
AFIAFI
AFI
AFI
AFI
AFI
AC DISC.
D.W. GFCI
ELECT. PANEL
ELECTRICAL SCHEDULE
2D SYMBOL QTY DESCRIPTION COMMENTS
3 GFCI WEATHERPROOF
RECEPTACLE
3 BARN PENDANT
1 CAT5 W/ TV
9 CO/SMOKE DETECTOR
1 CLOTHES DRYER
1 CLOTHES WASHER
6 CONTEMPORARY (3 LIGHTS)
4 CONTEMPORARY GLASS
SCONCE
1 ELECTRICAL PANEL -
RECESSED
1 GARBAGE DISPOSAL
27 DUPLEX
1 ELECTRIC RANGE
GFCIWP
C5/TV
CO/SD
CD
CW
EP
GD
RA
GFCIWP
C5/TV
CO/SD
CD
CW
EP
GD
RA
DN
CO/SD
CO/SD
R
R
R
R
R
R
R
4
4
4
CD
CW
R
R
R
GFCI
GFCI GFCI
3
3
R
3
3
3
3
3
CO/SD
3 CO/SD
CO/SD
CO/SD
CO/SD
TO SWITCH BELOW
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI
AFI AFI
AFI
AFI
AFI
AFI
AFI
GFCI
4 EXHAUST (LIGHT)
3 FOUR WAY
16 GFCI
1
LONG SURFACE MOUNTED
FLUORESCENT LIGHT
[96W9D]
1 MICROWAVE
4 PORCH LANTERN
25 RECESSED DOWN LIGHT 6
1 REFRIGERATOR
23 SINGLE POLE
18 THREE WAY
1 DUPLEX, CEILING MOUNTED
1 GARBAGE DISPOSAL
SWITCH
1 DISHWASHER
1 ARTS & CRAFTS
CHANDELIER
4
GFCI
M
R
R
3
GD
DW
4
GFCI
M
R
R
3
GD
DW
ELECTRICAL SCHEDULE
2D SYMBOL QTY DESCRIPTION COMMENTS
A-5Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233ELECTRICAL LAYOUTTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
ELECTRICAL NOTES:
1.ELECTRICAL CONTRACTOR SHALL PROVIDE ARC-FAULT
CIRCUIT INTERRUPTERS IN ALL BRANCH CIRCUITS THAT
SUPPLY 120-VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS IN
LIVING ROOMS, DINING ROOMS, HALLWAYS, BEDROOMS,
DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, OR
SIMILAR AREAS PER 2020 NEC 210.12(A)
2.ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
COMPLY WITH THE MINIMUM REQUIREMENTS FOR HIGH-
EFFICACY LAMPS PER FBC-ENERGY CONSERVATION R404
23-1017
DATE:
AS NOTED
2ND FLOOR PLUMBING PLAN
SCALE: 1/4" = 1'-0"1ST FLOOR PLUMBING PLAN
SCALE: 1/4" = 1'-0"
WH
HB
HB
UPCWHC
W
H C
W
HCWC
H / W
H / WH / WH / WH / WH / WC / W C / W C / W C / W C / W C / W C / W C / W
C / WC / WC / WC / WC / WC / WC / WC / WC / W CC / W
WCC / Ww / Ww / Ww / Ww / Ww / Ww / Ww / W
w /
W
w /
W
w / Ww / Ww / Ww / W w / W w / W
w / WCL6'-1"
CL 15'-5 3/4"CL 2'-6"CL1'-6"20'-6 1/4"FROM 2ND
FLOOR
HOSE BIBB
2 WAY C.O.
HOSE BIBB
SERVICE
TO SANITARY MAIN
DNHCW
HCWHC
W
HC
W HCWCWC
Ww / Ww / Ww / W w / W w / W w / W
w / Ww / WC / WC / WC / W C / W C / W C / WH / WH / W H / W H / W H / W H / WC / WC / WH / WH / WDROP TO 1STFLOOR
H
W
C
C
w/W
PLUMBING LEGEND:
COLD WATER ACCESS
HOT WATER ACCESS
WASTE WATER ACCESS
COLD WATER LINE
HOT WATER LINE
WASTE WATER
C/
WH/
W
A-6Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233PLUMBING PLANTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
PLUMBING NOTES:
1.ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE-RESIDENTIAL 7TH EDITION 2020. AND WITH ALL
APPLICABLE REGULATIONS.
2.ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1-1/8" PER FOOT
MINIMUM FOR 3' AND LARGER AND AT 1-1/4” SLOPE FOR 2-1/2” PIPES AND
SMALLER
3.PLUMBING FIXTURES, FIXTURES SHALL BE AS SELECTED BY OWNER AND
SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER
ACCESSORY REQUIRED. FIXTURES AND FAUCETS SHALL COMPLY WITH THE
FBC WATER SAVING STANDARDS.
4.MATERIALS:
PIPING, UPONOR PEX PIPING OR PVC:
A. SOIL, WASTE AND VENT, AND STORM, SANITARY PIPE, PVC, DWV
SCHEDULE 40 UNDER GROUND, AND Al30VE GROUND.
B. DOMESTIC WATER PVC PIPE AND FITTINGS INSIDE BUILDING
WALLS, PVC OUTSIDE UNDER GROUND.
C. CONDENSATE DRAIN, DWC PVC PIPE AND FITTINGS. INSULATE ALL
AB0VE GROUND CONDENSATE PIPING WITH 1-1/2” FOAM PLASTIC INSULATION
WITH SOLVENT SEALED SEAMS.
D. DOMESTIC WATER SUPPLY ASSEMBLY, CHROME FINISH TUBING
WITH ANGLE SHUT OFF VALVES.
E. P & T RELIEF LINES COPPER PIPE AND FITTINGS.
F. DRAIN PAN LINES, DWV PVC AND FITTINGS.
5. ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL MEET THE STANDARDS
OF THE LATEST ENERGY EFFICIENCY CODE.
6. VALVES, DOMESTIC WATER VALVES SHALL BE OF BRONZE B0DY, SWEAT
ENDS.
7. HOSE BIBS, SHALL BE ¾” ROUGH BRASS CONSTRUCTION WITH SHUT OFF
VALVE AND VACUUM BREAKER.
8. ALL OUTDOOR FLOOR CLEAN OUTS SHALL BE TERMINATED UP TO GRADE
AND SHALL BE MARKED.
9. CLEANOUT5 SHALL BE PROVIDED AT THE BA5E OF EACH WASTE OR SOIL
STACK. AS PER SECTION 108.3.4 FBCP
10. CONTRACTOR SHALL PROVIDE MAINTENANCE FREE MECHANICAL SHOCK
ARRESTORS AT ALL FIXTURES WITH QUICK CLOSING VALVES.
11. VENT SYSTEM5 USING AIR ADMITTANCE VALVES SHALL COMPLY WITH THIS
SECTION. INDIVIDUAL AND BRANCH-TYPE AIR ADMITTANCE VALVES SHALL
CONFORM TO ASSE 1050.
12. THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE
CONTROLLED TO REDUCE THE P055IBILITY OF WATER HAMMER A WATER
HAMMER ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS, WATER HAMMER ARRESTORS SHALL
CONFORM TO ASSE 1010.
13. BATHTUB, SHOWER AND WHIRLPOOL BATHTUB VALVES. THE HOT WATER
SUPPLIED TO BATHTUB5 AND WHIRLPOOL BATHTUB5 SHALL BE LIMITED TO A
MAXIMUM TEMPERATURE OF 120 F ( 49 C) BY A WATER-TEMPERATURE-LIMITING
DEVICE THAT CONFORMS TO ASSE 1010, EXCEPT WHERE SUCH PROTECTION IS
OTHERWISE PROVIDED BY A COMl3INATION TUB/SHOWER VALVE IN
ACCORDANCE WITH SECTION P2708.3 ACCESS PANEL FOR WHIRLPOOL
BATHTUB PUMP SHALL BE PROVIDED PER FBCR 2120.L
14. DISHWASHER CONNECTION. THE COMBINED DISCHARGE FROM A SINK
DISHWASHER, AND WASTE GRINDER IS PERMITTED TO DISCHARGE THROUGH
A SINGLE 1- ½”(38 MM) TRAP. THE DISCHARGE PIPE FROM THE DISHWASHER
SHALL BE INCREASED TO A MINIMUM OF ¾”(9MM) IN DIAMETER AND SHALL
CONNECT WITH A WYE FITTING BETWEEN THE DISCHARGE OF THE FOOD-
WASTE GRINDER AND THE TRAP INLET OR TO THE HEAD OF THE FOOD
GRINDER. THE DISHWASHER WASTE LINE SHALL RISE AND BE 5ECURELY
FASTENED TO THE UNDERSIDE OF THE COUNTER BEFORE CONNECTING TO
THE SINK TAIL PIECE OR THE FOOD GRINDER.
15. THE CONTRACTOR SHALL FIELD VERIFY ALL INVERT ELEVATIONS AND SIZE
OF EXISTING SEWER AND WATER MAINS FOR CONNECTION OF NEW SERVICES.
16 - ALL PLUMBING FIXTURES SHALL BE DETERMINED BY OWNER
17- THESE DRAWINGS ONLY PROVIDE DESIGN LOCATIONS FOR THE
EQUIVALENT DEPICTED HEREIN, THE PLUMBING CONTRACTOR SHALL OBTAIN
SHOP DRAWINGS/ CUT SHEETS FROM THE EQUIVALENT SUPPLIER IN ORDER TO
PLACE ROUGH-IN LINES AT OPTIMUM LOCATIONS FOR THE SPECIFIED
EQUIPMENT.
18- THE PLUMBING CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO ALL
REQUIRED EQUIVALENT, UNLESS OTHERWISE NOTED.
19- NECESSARY, OBVIOUSLY REQUIRED PLUMBING ITEMS THAT ARE NOT
SHOWN ON THESE DRAWINGS DOES NOT RELIEVE THE PLUMBING
CONTRACTOR FROM THEIR RESPONSIBILITY OF INSTALLING A COMPLETELY
OPERATING AND SAFE PLUMBING SYSTEM APPLICABLE w/ ALL CODES AS
PREVIOUSLY DESCRIBED IN NOTE I ABOVE.
20-PIPE PROTECTION AS PER SECTION 305 FBCP ANY PIPE THAT PASSES
UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED
WITH A RELIEVING ARCH, OR A PIPE SLEEVE PIPE SHALL BE BUILT INTO THE
FOUNDATION WALL. THE SLEEVE SHALL 6E TWO PIPE SIZES GREATER THAN
THE PIPE PASSING THROUGH THE WALL PIPES PASSING THROUGH CONCRETE
OR CINDER WALLS AND FLOORS OR OTHER CORROSIVE MATERIAL SHALL BE
PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING
OR WRAPPING OR OTHER MEANS THAT WILL WITHSTAND ANY REACTION FROM
THE LIME AND ACID OF CONCRETE, CINDER, OR OTHER CORROSIVE MATERIAL.
SHEATHING OR WRAPPING SHALL ALLOW FOR MOVEMENT INCLUDING
EXPANSION AND CONTRACTION OF FIFING MINIMUM WALL THICKNESS OF
MATERIAL SHALL BE 0.010 INCH 23-1017
DATE:
AS NOTED
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
DUPONT
R
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
DUPONT
R
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
DUPONT
TM
R
DUPONT
TM
R
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
DUPONT
TM
R
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
8" (MIN.)
TYVEKR
TYVEKR
TYVEKR
TYVEKR
Dupont™FlexWrap™ NF
Dupont™FlexWrap™ NF
TYVEKR
TYVEKR
TYVEKR
Dupont™FlexWrap™ NF
TYVEKR
TYVEKR
TYVEKR
TYVEKR
Dupont™FlexWrap™ NF
TYVEKR
TYVEKR
TYVEKR
TYVEKR
TYVEKR
TYVEKR
Dupont™FlexWrap™ NF
Dupont™FlexWrap™ NF
5'-1 3/4"
Dupont™FlexWrap™ NF
Dupont™FlexWrap™ NF
Dupont™FlexWrap™ NF
Dupont™FlexWrap™ NF
5 " (M IN .)TYVEKR9 7/16"7 1/4"13/16"12"6"1'-1 11/16"1'-6 5/8"4 1/4"5" (MIN.)7" (MIN.)7" (MIN.)5" (MIN.)1-1/2" (MIN.)5" (MIN.)1-1/2" (MIN.)TYPICAL
WALLWOOD
SIDINGWOOD
FURRINGTYVEK
HOMEWRAP7/16" PLYWOOD
SHEATHING2"x4" WOOD STUDS
w/ R13 BATT INSULATION
1/2" GYPSUM
BOARD
LAP AND TAPE
TYVEKAT JOINTS
WEATHER BARRIER ROOFING
EXTEN
DTYVEKâ HEADER
WRAPâ AT TOP PLATE
OVER
SHEATHING TAPE TYVEK AT
JOINTS
ROOFING
SHINGLESMEMBRANE TYPE
EAVEPROTECTION
(48" HIGH MIN.)ROOF SHEATHING c/w H
CLIPS2"x2" WOOD FURRINGS
1/2"
PLYWOODWOOD ROOF
RAFTERSBATT INSULATION
CEILING
JOISTS1/2" GYPSUM
BOARD
VALLEY SHINGLE
INSTALLATION:INSTALL SHINGLES USING WEAVE
METHOD1. EXTEND (1) FULL END SHINGLE MIN. 12" PASTCENTER LINE OF VALLEY. SEE MANUFWRITTENINSTRUCTION FOR ADDITIONAL INSTALLATIONINFORMATION2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS SHINGLE ROOFINGOVERUNDERLAYMENTINSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE ATHEADGALVANIZED METAL OFF-RIDGE
VENT WITH BAFFLE. SET INPLASTIC ROOF CEMENT ORSEALANT
SCREEN
INSTALL OFF-RIDGEFIBERGLASSSHINGLEROOFING OVER 15# FELTOVER 7/16" OSBOVERPRE-ENG WD
TRUSSESCUT PLYWOOD TO
ALLOW FOR VENTILATION
BETWEEN WOOD
FURRINGS UNDER
LAYME
N T
1/2" GYPSUM
BOARD(SEAL ALL
JOINTS&
PENETRATIONS)CAULK TYVEKÒ TOGYPSUM BOARD J-
TRIM
EAVESTROUG
H
TYPICAL WALL ISOMETRIC
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING
CLIMATE)
WINDOW
WITHINTEGRAL
MOUNTING FLANG
EMINIMALLY
EXPANDINGPOLYURETHANE FOAM
OR APPROVED
CAULK(AROUND WINDOW
RSO)
WRAP TYVEK
INTOOPENING & TAPE TO
SILL (ESP. @
CORNERS)USING TYVEK
FLEXWRAPLAP & TAPE
TYVEKAT JOINTS (UPPER SHEET
OVER LOWER
SHEET)FASTEN TYVEK
FLEXWRAPCORNER USING MECHANICAL
FASTENER
INSTALL TYVEK
FLEXWRAPAROUND PERIMETER OF
OPENING WINDOW HEAD DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING
CLIMATE)
WINDOW SILL DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING
CLIMATE)
CAULKIN
G
TYPICAL
WALLWOOD
SIDINGWOOD
FURRINGTYVEK
HOMEWRAP7/16" PLYWOOD
SHEATHING2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM
BOARD
MINIMALLY
EXPANDINGPOLYURETHANE FOAM
OR APPROVED
CAULK(AROUND WINDOW
RSO)WINDOW
WITHINTEGRAL
MOUNTING FLANG
E PLACE SHINGLES
CLOSETOGETHER BUT DO NOT
CROWD
ALONG RAKES,CEMENTSHINGLES TO UNDERLAYMENT& EACH OTHER IN A 4" WIDTHOF ASPHALT PLASTIC ROOFCEMENT
NON-CORRODING
MTL EAVE
DRIP
PLACE SHINGLES3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
DRIPEDG
E
FIRST COURSE APPROVED
SEALANT.USECLOSED CELL BACKER ROD,
IFGAP GREATER THAN 1/4"
OPTIONAL
BACKDAMDETAIL
WHEN USING 9"
WIDEDUPONT™FLEXWRAP™NF
PEEL LARGEST STRIP OF
RELEASE PAPERFIRST.
FLASHINGS FOR WINDOWS
8"
DUPONT™TYVEK ®/TAPE EXTERIOR
INTERIOR DOOR
DRIP
EDGEFLASHIN
G
TYPICAL
WALLWOOD
SIDINGWOOD
FURRINGTYVEK
HOMEWRAP7/16" PLYWOOD
SHEATHING2"x4" WOOD STUDS
w/ R-13 BATT INSULATION1/2" GYPSUM
BOARD
INSTALL TYVEK
FLEXWRAPOVER MOUNTING FLANGE.
LAPTYVEK & TAPE
JOINTS.
PLACE SHINGLES3/8"OVER EAVE &RAKEEDGES TO PROVIDEDRIPEDG
EALONG RAKES,CEMENTSHINGLES TO UNDERLAYMENT& EACH OTHER IN A 4" WIDTHOF ASPHALT PLASTIC ROOF
CEMENT
NON-CORRODING
MTL EAVEDRIPTRIM 6"-7" FROM END
OF FIRST SHINGLE
TRIM TABS FROM ALLSTARTER COURSESHINGLES STARTER COURSE
NOTES:1. INSTALL IN STRICT ACCORDANCE WITHMANUFACTURERS WRITTEN INSTRUCTIONS2. APPLY ROOFING CEMENT OR SELF-
ADHERINGFLASHING OVER FLANGE AT HEAD
ONLY
FELT UNDERLAYMENT
SHINGLEROOFINGMTL DRIP EDGE
FASCI
A
TYPICAL
WALLWOOD
SIDINGWOOD
FURRINGTYVEKâ
HOMEWRAP7/16" PLYWOOD
SHEATHING2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM
BOARDROOF/ WALL INTERFACE DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING
CLIMATE)
VENTED SOFFIT
FASCI
A
11-1/2" to 12-1/2"
1" to 1-1/2"
11-1/2" to 12-1/2"
1" to 1-1/2"VALLEY FLASHING
DETAILN.T.S.
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITHMANUFACTURERS WRITTEN INSTRUCTIONS2. APPLY ROOFING CEMENT OR SELF-ADHERINGFLASHING OVER FLANGE AT HEADONLY
ROOF CEMENT
24" WIDE METAL
VALLEYFLASHING OVER 15# FELT
VENT FLANGEOVERSHINGLES ATBASE7/16" OSBOVERPRE-ENGWDTRUSSES
WALL SHEATHING
SYN WD SIDING
OVERAPPROVED
WEATHERBARRIE
RLAP WEATHER BARRIEROVERMETAL FLASHING AND SECURE
WITH STARTER STRIP
EXTEND 15# ROOFING FELTUP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO ROOFDECK NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF CEMENT
SHINGLE
ROOFING
OFF-RIDGE VENT FLASHING DETAIL
N.T.S.WALL FLASHING DETAIL - LAP
SIDINGN.T.S.
WALL SHEATHING
SHINGLE
NAILINGNOTE: DETAILS ARE FOR SLOPES OF 3:12 OR
GREATER,FOR SLOPES BELOW 3:12, ALL ROOFING
UNDERLAYMENTSHALL BE SELF ADHERING SHEET MEMBRANE
APPROVEDBY THE SHINGLE MANUFACTURER FOR USE ON
LOWSLOPE ROOFING
PROJECTS
INSTALL SHINGLES
OVERFLANGE @
HEAD
OPT. PROVIDE LEAD
VENTBOOT WITH INTEGRAL FLANGE
VENT STACK, SEE
PLUMBINGFOR SIZE &LOCATIONPREFORMED FLEXIBLEBOOTFLASHING W/ INTEGRAL
FLANGESET IN PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
SHINGLE @BASE
VINYL DRIP/WEEP
SCREED
5"x5" METAL FLASHING
KICK-OUT
FLASHING
(SEEDETAIL)
EXTEND KICK-OUT 2"BEYONDFASCIA WALL FLASHING DETAIL - STUCCO
N.T.S.
FLASHINGS FOR DOORS
NOTE: INSTALL KICKOUTFLASHING AT BOTTOM OFROOF & WALL INTERSECTIONS
VENT STACK FLASHING DETAIL
N.T.S.
WALL/KICKOUT FLASHING DETAIL
N.T.S.
WATER
TIGHT
SEA
L
OSB OR
SIMILARSHEATHING
SECONDAR
YWEATHER
BARRIERFIBER CEMENTBOARD
ORSIMILA
R
CLOSING
BEAD
ROOF CEMENT
FIBERGLASS
SHINGLEROOFING OVER 15# FELTOVER 7/16" OSBOVERPRE-ENG WDTRUSSES
STUCCO/CV FINISH
ASSEMBL
Y LAP BARRIER OVER
NAILINGFLANG
E
STUCCO/CV FINISHASSEMBLY W/ 15#FELTOVER APPROVED
WEATHERBARRIE
RLAP FELT AND WEATHER
BARRIER OVER
VINYLSTUCCO STOP/
WEEPEXTEND 15# ROOFING FELTUP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TOROOF DECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT NAILINSTALL WITH ROOFCEMENT
SHINGLEROOFING
DOOR
HEAD
NOGAPSINCORNERS
OSB OR
SIMILARSHEATHING
SECONDAR
YWEATHE
RBARRIE
RCORRECTINCORRECT
STEP 8
A.INSTALL THE SILL FLASHING.REMOVE THE
LARGEST STRIP OF RELEASE
PAPER,ALIG
NTHE FLASHING WITH THE INTERIOR EDGE
OFSILL AND INSTALL INTO ROUGH OPENING
ACROSS SILL AND UP JAMBS (6"MIN.).B
.
APPLY WORKING FROM
THEMIDDLE OF THE
SILL TOWARDS THE SIDES. SECURE
DUPONT™ FLEXWRAP™ NF TIGHTLY
INTOTHE CORNERS BY FIRST WORKING
INALON
GTHE SILL BEFORE ADHERING UP THE
JAMBS
.C. DO NOT STRETCH MATERIAL
ALONG THE SILL
ORJAMBS.
STEP 7
A
.
PREPARE THE SILL FLASHING
BYCUTTING A
PIECE OF DUPONT™ FLEXWRAP™
NFTHAT IS
AT LEAST 12" LONGER THAN THE SILLLENGTH.
B. USE 6" DUPONT™
FLEXWRAP™NF FOR 2"x 4"
FRAMING AND 9" DUPONT™
FLEXWRAP™
NFFOR 2"x 6" FRAMING.
C.
STEP 6
A
.
FLIP THE CUT HEAD FLAP UPWARD
TO
EXPOSE THE SHEATHINGANDTEMPORARILY SECURE WITH
DUPONT™TYVEK ®/
TAPE.
INSPECT INSTALLATION SURFACETO ENSURE
THE SURFACE IS FREE OF DIRT AND
SUBSTANCES THAT COULD INTERFERE
WITH
ADHESION AS WELL AS ANYSHARPPROTRUSIONS.
STEP 5
A
.
STEP 4
FOLD SIDE FLAPS INTO ROUGH
OPENING AND SECURE TOINSIDEWALL
.SECURE TO INSIDE WALL WITH
TYVEK ®/TAPE OR DUPONT™
TYVEK®/ WRAP
CAPFASTENERS
A. CUT AN "I-CUT" (STANDARD I-
CUT) INTHE DUPONT™ TYVEK ®/
WRB.B. CUT A HEAD FLAP AT A 45
ANGLE TOEXPOSE 8" OF SHEATHING TO ALLOW
FOR HEAD FLASHING INSTALLATION.
STEP 3
A. DUPONT™ TYVEK ®/ WRB TO
BEMECHANICALLY FASTENED
ANDINSTALLED
OVERSHEATHING.B. DO NOT INSTALL FASTENERS
WITHIN 6" OF
THE SILLS AND JAMBS OF THE
OPENING
SAND WITHIN 9" OF THE HEAD
OPENINGS
.
STEP 2
A.BAR
ESTUDS.
B
.
STEP 1
SHEATHING TO BE INSTALLED OVER
AFTER SHEATHING HAS
BEENINSTALLED, CUTAN OPENING IN THE SHEATHINGALONGTHE
PERIMETER OF THE ROUGH OPENING FOR
WINDOW
.C. ENSURE THE SHEATHING IS CUT
FLUSH WITH
OR SLIGHTLY BELOW THE SILL
FRAMINGTOALLOW FOR POSITIVE
DRAINAGE.
BARE STUDS PRIOR TO SHEATHING
INSTALLATION.
SLOPE SILL FRAMING TO EXTERIOR.FRAMING AND
NON-WATERPROOFING COMPONENTS
ARE
ONLYSHOWN SCHEMATICALLY. SEE
DRAWINGSB
YOTHERS FOR DETAILED INFORMATION.
INTERIOR
APPROVED
SEALANT.USECLOSED CELL BACKER
ROD,I
FGAP GREATER THAN 1/4"
GRID
EXTERIOR
FRAMED WALL
BEYONDDOOR FRAME PER
SCHEDULEFLOOR SLAB ASSEMBLY
PERPLAN AND SECTIONS
ALUMINIUM THRESHOLD SET IN
CONTINUOUS BED OF
BUTYLSEALANT
CONCRETE SLAB. SEE
PLANS
DOOR THRESHOLD
CORRECTDUPONT™ FLASHING TAPEOVERLAPSDUPONT™ FLEXWRAP™ NF
EXPANSION
JOINTMATERIAL
FIBER CEMENTBOARD
ORSIMILA
RDOOR
JAMB
CLOSING
BEAD
INCORRECTDUPONT™ FLASHING TAPE FLUSHWITHDUPONT™ FLEXWRAP™ NF
INCORRECTDUPONT™ FLEXWRAP™ NFREVERSEFLASHED
STEP 17
A
.
INSTALL DUPONT™ RESIDENTIAL
STEP 16
A
.SEALANT OR
RECOMMENDED SEALANT (ANDBACKER ROD
ASNECESSARY) AROUND THE
WINDOWOPENING AT THE
INTERIOR. IT IS ALSO ACCEPTABLE TO
USE DUPONT™
WINDOW AND DOOR FOAM
ORRECOMMENDED FOAM ATTHE INTERIOR CAVITY OF THE
JAMBSAND HEAD. IF
FOAMIS USED AT THE SILL, RECOMMENDEDSEALANT SHOULD
BE USED AT THE SILL AREA BEHINDTHE FOAM TO ENSURE
A PROPER WATER
SEAL.
TAPE ALL CUTS IN DUPONT™
TYVEK ®/WRB ANDTAPEACROSS HEAD OF THE
WINDOWWITH DUPONT(TM)
TYVEK(R) TAPE, 4" DUPONT™FLASHING TAPE
ORDUPONT™ STRAIGHTFLASH™.
STEP 15
A.TRIM THE DUPONT™ TYVEK ®/WRB 1"-2"
ABOVE THE WINDOW
OPENING.B. WHEN TRIMMING THE DUPONT™
TYVEK ®/WRB, DO NOT CUT OR
DAMAGETHE HEADFLASHING THAT HAS BEEN INSTALLED
BEHIND IT.
STEP 14
A
.
FLIP DOWN UPPER FLAP
OFDUPONT™
TYVEK ®/ WRB SO IT LAYS FLAT
ACROSSTHE
HEAD
FLASHING.
A. CUT A PIECE OF DUPONT™
STRAIGHTFLASH™, DUPONT™FLASHIN
GTAPE FOR HEAD
FLASHING,B. HEAD FLASHING TO EXTEND
BEYON
DOUTER EDGES OF JAMBFLASHING.C. REMOVE RELEASE PAPER
ANDINSTALL
COMPLETELY COVERING
WINDOWMOUNTING FLANGE AND ADHERING TO
THE
EXPOSED
SHEATHING.
STEP 12
A. CUT TWO PIECES OF DUPONT™
FLASHING TAPE OR DUPONT™STRAIGHTFLASH™ FOR JAMB
FLASHIN
GEXTENDING 1" ABOVE WINDOW
HEADFLANGE AND 4" TO 6" BELOW BOTTOM
EDGE OF SILLFLASHING.B. REMOVE RELEASE PAPER
ANDPRES
STIGHTLY ALONG SIDES OF
WINDOWFRAME
.
STEP 11
A
.
STEP 10
A
.
INSTALL WINDOW ACCORDING TO
MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
APPLY(CONTINUOUSLY)DUPONT™
RESIDENTIAL SEALANT OR
RECOMMENDED
SEALANT ON THE HEAD AND JAMBS OF
ROUGH OPENING (ON TOP OFWRB).B.IF SEALANT IS APPLIED TO THE
SILL,ENSURE THAT THERE ARE AT LEAST
TWO
(2) 2" INCH GAPS IN THE SEALANT BEADFOR
EVERY 4' OF WINDOW TO ALLOW
FORDRAINAGE
.
A. REMOVE NARROW PIECE OF
THERELEAS
EPAPER
.B
.
FAN DUPONT™ FLEXWRAP™ NF
AT BOTTOM
CORNERS AND ADHERE ONTOEXTERIOR
FACE OF WALL. COVERAGE SHOULD
BE2"
TO 3" INCHES ONTO THE FACE OF THE
WALL
C. PRESS SILL FLASHING W/
FIRMHAND
.PRESSURE OR J-ROLLER TO ENSURE
FULL
ADHESION ON ALL
SURFACES
STEP 13 STEP 9
SEALANT
SEALANT
1 2"
1 2"6 "E A V
EDRIP
E D G E
6 "6 "6 "S U C C E EDI
N G
C O U R S
E S ID
EL AP2 "
ROO F D ECK
E N D
L AP6 "
U N D ERL AY
M ENT
R AK E
D R I P E D G
E
2
"110°A-7Revision TableNumberDateRevised ByDescriptionSHEET:
SCALE:
PROJ. #
2/16/2024MARTIN ENGINEERING, LLC450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 FL CA: 32027NEW SINGLE FAMILY808 AMBERJACK LANEATLANTIC BEACH, FL 32233FLASHING DETAILSTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND
SEALED BY KEVIN C. MARTIN, PE (#80359) ON 2/16/24
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
23-1017
DATE:
AS NOTED
S-1STRUCTURAL NOTESSHEET INDEXS-1S-2STRUCTURAL DETAILSFOUNDATION PLAN,STRUCTURAL NOTES & SPECIFICATIONSS-3S-4 THRU S-6FRAMING PLAN & DETAILS555544aaaahWALLSSYMBOL LEGEND1S-11S-1VIEW DIRECTIONLOCATION OFSECTION CUTSHEET No. WHERESECTION IS LOCATED.DETAIL/SECTION NUMBERSHEET No. WHERESECTION IS LOCATED.VIEW DIRECTIONDETAIL/SECTION NUMBERA1S-1DETAIL/SECTION NUMBERSHEET No. WHERESECTION IS LOCATED.WALL SECTIONELEVATIONDETAILCALL OUTCUT/ MATCH LINEELEVATION DATUMXSLAB STEP(INCHES)ZONE CHARTSABBREVIATIONSU.N.O.UNLESS OTHERWISE NOTEDEORSYPSPFO.C.LVLw/w/oOR"OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATIONFBCMAX.MIN.OSBPLYW.PSIPSFPCFTYPSSW.W.M/FSWINT.EXT.CLCLGCMULGFTGOPTDLLLBMCONT.FFEWITHWITHOUTWELDED WIRE MESH OR FABRICTYPICALSHEAR WALLSOUTHERN YELLOW PINE (No. 2 MIN.)SPRUCE-PINE-FIRSTAINLESS STEELPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FEETPLYWOOD (APA RATED MIN.)POUNDS PER SQUARE FEETORIENTED STAND BOARD (APA RATED MIN.)OPTIONALON CENTER SPACINGMINIMUMMAXIMUMLAMINATED VENEER LUMBER (2.0E, 1 34" WIDE MIN. U.N.O.)LIVE LOADLENGTHINTERIORFOOTINGFINISHED FLOOR ELEVATIONFLORIDA BUILDING CODE (2023, 8TH EDITION)EXTERIORENGINEER OF RECORDDEAD LOADCONCRETE MASONRY UNITCEILINGCENTER LINECONTINUOUSBEAMFPAFLORIDA PRODUCT APPROVALB/TBETWEENCONN.CONNECTIONT/GT>OGETHERTONGUE AND GROOVESTAGG.STAGGEREDGENERAL STRUCTURAL NOTESTHE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCINGWORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THEENGINEER PRIOR TO COMMENCING WORK.DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONSELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, ANDNOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLEDATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATAINVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OROTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK ISPERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OFAPPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TOEXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATIONBY THE OWNER.CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL,MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THESTRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIEDUTILITIES.CODE REQUIREMENTS:THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2023 FLORIDA BUILDING CODE, 8TH EDITION.OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE:ASCE7-16, ACI 315/318/530, NDS 2018, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDABUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION.TEMPORARY CONDITIONS:THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUSCONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS ASREQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNEDFOR STABILITY UNDER FINAL CONFIGURATION ONLY.FOUNDATIONS:FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL.NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TODESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE 2023 FLORIDABUILDING CODE, 8TH EDITION, FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUSMATERIALS THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACEINVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY,WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEARTHE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEWBEFORE FOUNDATION CONSTRUCTION BEGINS.CONCRETE:REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:f'cABS W/CMIN CEMENTSLUMPUSE2,500 PSI0.58470 LBS5” +/- 1ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG3,000 PSI0.58470 LBS5” +/- 1TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABSCEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAYBE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH ISSUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGEWATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES,PROVIDING THAT THE SLUMP DOES NOT EXCEED 8”.SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGSSHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAYBE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED INSLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB ANDSHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATEDOR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.WEATHER RESISTANCE:ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM-NITRITEBASED CORROSION-INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDESSHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION-INHIBITINGADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT.CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THELIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THEALKYL_ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.SHORING AND RESHORING:SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOTBE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGNSTRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVEDSOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESSTHAN TEN (10) DAYS.PRECAST CONCRETE LINTELS:UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITSMANUFACTURED BY CAST_CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) INACCORDANCE WITH CAST CRETE CORP. ''DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADINGCONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1B FOROPENINGS LESS THAN 10 FEET AND 8F16-1B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARINGFOR LINTELS UNLESS NOTED OTHERWISE.WOOD:SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONALDESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OREQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULDBEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEEROF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED.FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP(OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BESIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWNOTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOGALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THEDRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS SHALL CONFORMTO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUTWASHERS.ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, ORASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPOXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSONSTRONG-TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLESSHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE.ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURETREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENERREQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS:ACZA PRESERVATIVE: STANDARD CARBON STEEL.ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED.SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR SILL PLATES OVER CONCR. & VAPOR BARRIER NOT DIRECTLY EXPOSED TO EARTH OR WEATHER)ALL DECKS, GUARDS, RAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED INACCORDANCE WITH AWC DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE 2023 FLORIDA BUILDINGCODE, 8TH EDITION. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEETOF A SALT WATER SHORE LINE SHALL BE STAINLESS STEEL GRADE 304 OR 316ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGNSHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015 & WITHTHE FLORIDA BUILDING CODE, 2023.PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF “U.S. PRODUCT STANDARD PS-1 FORCONSTRUCTION AND INDUSTRIAL PLYWOOD” OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS OTHERWISENOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWNON THE DRAWINGS.PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8” SPACING ATPANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.ALL SUB-FLOORING, ROOF, AND SHEARWALL SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULARTO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. STAGGER ENDS OF ADJACENT PANELS 4'-0".ROOF SHEATHING SHALL BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS.ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 10d NAILS SPACED 4" ON CENTER ALONG THE PANELEDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.SUB-FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. ATTACH PLYWOODPANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4" ON CENTER ALONG THE PANEL EDGES AND AT 8" ONCENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.PREFABRICATED WOOD TRUSSES:SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACTDOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THECONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BERELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THEENGINEER'S REVIEW.DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTEDWOOD TRUSSES", LATEST EDITION.ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLETRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS DESIGN LOADS AND THE MINIMUMLOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2023 RESIDENTIAL.ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER AND MADE USING TRUSSHANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE ANDESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS. COORDINATEWITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS,MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACINGINFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL BE CONTINUOUS FROM ONE END OF THEBUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERALBRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES.SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS FOR BRACING.REINFORCING STEEL:REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FORSMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALLCONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRONWIRE.ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP_66. PROVIDE CHAIRS,SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_DIP GALVANIZED LEGS OR PLASTIC LEGS.ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORKCONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET-STICKING" OF REINFORCING IS PROHIBITED.REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND SIDES, 2" TOPSLABS3/4"COLUMNS 1-1/2" TO TIES, 2" TOPBEAMS 1-1/2" TO STIRRUPSWALLS 1-1/2”LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS ATENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEENSUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVALOF STRUCTURAL ENGINEER.AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTENDTHESE BARS A LAP DISTANCE OR A MINIMUM OF 24” PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCINGUNLESS OTHERWISE SHOWN.MASONRY WALLS:MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTHOF f'm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUMCOMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM C476. GROUT SHALL CONSIST OF A MIXTUREOF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THEMIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HAVE A MAX. COURSE AGGR.SIZE OF 38" & SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BONDBEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POURALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATECLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENINGDIMENSION OF 3 INCHES.UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALLCONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OFOPENINGS EXCEEDING 3 FEET.PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2)REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDEHOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY. PROVIDE 9GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR ENGINEER-APPROVED EQUAL) AT 16” O.C.DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS, PIPES,ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. WHERE MASONRY WALLS ABUT CONCRETECOLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMNAND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMUHORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ONTHE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROLJOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS.USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALSARE PROHIBITED. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAUGE WIRE OR NO. 22 U.S. GAGE x 7/8” CORRUGATED METAL AND SHALL HAVE A HOOK EMBEDDED INTO THE MORTAR JOINT. TIES SHALL BE PLACED WITHIN 12” OF ALL WALL OPENINGS AND SHALL BE SPACED AT NO MORE THAN 18” O.C. HORIZONTALLY AND VERTICALLY ATTACHED THROUGH THE SHEATHING TO THE WALL STUDS. STEEL LINTELS OVER OPENINGS SUPPORTING BRICK VENEER TOBE IN ACCORDANCE WITH THE TABLE BELOW AND R703.8.3DESIGN CRITERIA:DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2023 FLORIDA BUILDINGCODE 8TH EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS ANDALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2023 FBC:LIVE LOADDEAD LOADDEFLECTIONROOF:20 PSF10 PSFL/240 - L/180CEILING:10 PSF5 PSFL/240 - L/180FLOOR:40 PSF15 PSFL/360 - L/240DECK:50 PSF15 PSFL/360 - L/240WALLS:PER WIND CHARTASCE7-22 TBLE. C3-1L/240 - BRITTLEL180 - FLEXIBLEULTIMATE WIND SPEED 130 MPH PER ASCE 7-22NOMINAL WIND SPEED: 101 MPH PER FBC R301.2.1.3EXPOSURE C PER ASCE 7-22IMPORTANCE FACTOR1.0CATEGORY IIINTERNAL PRESSURE COEFF+/- 0.18ENCLOSED (PROTECTED OPENINGS)COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.WIND BORNE DEBRIS REGIONNOWIND PRESSURES ON WALLS & ROOFS 3SIMPSON CONNECTOR SCHEDULECLIPS, STRAPS, OR TIESFASTENERSA34(8) 8d X 1.5" NAILS TOTAL (FILL ALL HOLES)A35(12) 8d X 1.5" NAILS TOTAL (FILL ALL HOLES)AC4/6(14) 16d X 3.5" NAILS IN POST & BEAM (28 TOTAL)BC4(6) 16d X 3.5" NAILS IN EACH FLANGE (12 TOTAL)BC46(6) 16d X 3.5" IN POST FLANGE, (1) 16d IN BEAM FLANGE (18 TOTAL)BC6(12) 16d X 3.5" NAILS IN EACH FLANGE (24 TOTAL)CS14SYP: (30) 8d X 2.5"(16" END LENGTH) SPF: (36) 8d X 2.5" (19" END LENGTH)CS16SYP: (22) 8d X 2.5"(13" END LENGTH) SPF: (26) 8d X 2.5" (15" END LENGTH)CS20SYP: (14) 8d X 2.5"(9" END LENGTH) SPF: (16) 8d X 2.5" (9" END LENGTH)DSP(8) 10d X 3" IN STUDS, (6) 10d X 3" IN DBL. PLT/(2) 10d X 3" IN SINGLE PLT.GBC(5) 8d X 1.5" IN BRACE, (7) 8d X 2.5" IN TOP PLATES (12 TOTAL)H2.5A/T(5) 8d X 2.5" IN RAFTER/TRUSS, (5) 8d X 2.5" IN PLATES (10 TOTAL)H3(4) 8d X 2.5" IN RAFTER/TRUSS, (4) 8d X 2.5" IN PLATES (8 TOTAL)H6(8) 8d X 2.5" IN STUDS, (8) 8d X 2.5" IN PLATES (16 TOTAL)H8(5) 10d X 1.5" IN RAFTER/TRUSS OR STUD, (5) 10d X 1.5" IN PLATES (10 TOTAL)HTS16(16) 10d X 1.5" NAILS TOTAL(FILL ALL HOLES)HTS20-36(24) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)LGT2 (2PLY)(14) 10d X 3.25" IN STUDS, (16) 10d X 3.25" IN GIRDER (30 TOTAL)LGT3 (3PLY)(26) 10d X 3.25" IN STUDS, (12) 1/4" X 2.5" SDS IN GIRDER (38 TOTAL)LGT4 (4 PLY)(30) 10d X 3.25" IN STUDS, (16) 1/4" X 3" SDS IN GIRDER (46 TOTAL)LS70(10) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)LS90(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)LTP4(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)LTS12, 16, 20(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)MSTA12(10) 10d X 2.5" NAILS TOTAL (FILL ALL HOLES)MSTA18(14) 10d X 2.5" NAILS TOTAL (FILL ALL HOLES)MSTA24(18) 10d X 2.5" NAILS TOTAL (FILL ALL HOLES)MTS 12, 16, 24, 30(14) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)SP1(6) 10d X 3" IN STUDS, (4) 10d X 3" IN PLATES (10 TOTAL)SP2(6) 10d X 3" IN STUDS, (6) 10d X 3" IN PLATES (12 TOTAL)SPH4, 6, 8(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)SSP(4) 10d X 3" IN STUDS, (3) 10d X 3" IN DBL. PLT/(1) 10d X 3" IN SINGLE PLT.TSP(9) 10d X 1.5" IN STUDS, (6) 10d X 1.5" IN DBL. PLT (15 TOTAL)ALLOWABLE SPAN FOR STEEL LINTELS SUPPORTING BRICK VENEERSIZE OF STEELANGLENo. STORIESABOVEONE STORYABOVETWO STORIESABOVE3"x 3" x 14"6' - 0"4' - 6"3' - 0"4" x 3" x 14"8' - 0"6' - 0"4' - 6"5" x 3.5" x 516"10' - 0"8' - 0"6' - 0"6" x 3.5" x 516"14' - 0"9' - 6"7' - 0"(2) 6" x 3.5" x 516"20' - 0"12' - 0"9' - 0"* LONG LEG OF STEEL ANGLE SHALL BE PLACED IN A VERTICAL POSITION1.WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCHB/T 2/12 AND 12/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER.2.THE EFFECTIVE AREA IS EQUAL TO THE LENGTH * WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BEPERMITTED TO BE NOT LESS THAN 13 OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATERTHAN THE TRIBUTARY AREA B/T FASTENERS.3.ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED NOMINAL VALUES(ASD).a = 3.6'TRUSS PLAN & DETAILSTHIS ITEM HAS BEENELECTRONICALLY SIGNEDAND SEALED BY KEVIN C.MARTIN, PE ON 2/16/24 USINGA DIGITAL SIGNATURE.PRINTED COPIES OF THISDOCUMENT ARE NOTCONSIDERED SIGNED ANDSEALED AND THE SIGNATUREMUST BE VERIFIED ON ANYELECTRONIC COPIES11aaaaa
aGABLE ROOFS23333222222222223222231111aaa
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HIP ROOFS33aMARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32225
904-472-1459
FL C.A# 32027SHEETKEVIN C. MARTIN, PE #80359REVISION-2:REVISION-1:ISSUED:SCALE:DRAWN:DESIGNED:PROJECT #:2023 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING, LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECTDIMENSIONS WITH THE ENGINEER. DIMENSIONS ARE CONSIDERED APPROXIMATE; CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
REVISIONS
No.DESCRIPTION DATE
NEW SINGLE FAMILY
808 AMBERJACK LANE
ATLANTIC BEACH, FL 3223323-1017KCMKCMAS NOTED11/22/232/16/24
S-2FOUNDATION/FRAMING PLANFRAMING LEGEND PORCH BEAMS & OTHERSSTRUCTURAL BEARING WALLS STRUCTURAL SHEATHING LEGENDPOSTS/COLUMNS OR BOXED FRAMED COL. GIRDER ROOF/FLOOR TRUSS ABOVE1.ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1.2.STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEETTHE FOLLOWING MINIMUM REQUIREMENTS:7/16" = .437" THICKNESS - 24/16 SPAN RATING15/32" = .469" THICKNESS - 32/16 SPAN RATING19/32" = .594" THICKNESS - 40/20 SPAN RATING23/32" = .719" THICKNESS - 48/24 SPAN RATING3.ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSIONPERPENDICULAR TO THE ROOF SUPPORTS.4.SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE INACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.5.FASTENERS FOR ROOF SHEATHING GREATER THAN 1532" SHALL BE 8dCOMMON(.131x2 12") RING SHANK NAILS U.N.O.6.2x BLOCKING FOR EDGE NAILING SHALL BE INSTALLED IF NOTED ON THE PLANS.TYPESHEATHING15/32"OSB/PLYFASTENERSEDGES8d RING SHANKFLOOR**PORCHCEILINGS23/32" T&GOSB/PLY3/8"OSB/PLYWALLS7/16"(MIN.)OSB/PLYSEE SHEAR WALL LEDGED6" o.c.ROOFFIELD6" o.c.8d COM./BOX(U.N.O.)3" o.c.6" o.c.6" o.c.10d COMMON(GLUED & NAILED)6" o.c.8d COM./BOX 4" o.c. FIELD& EDGES 4'FROM ROOFEDGE/ENDWALLGABLE ENDSSHEATHING AREASNOTE TO CONTRACTOR:THE PLAN SHOWN ON THISSHEET IS FOR STRUCTURAL FOUNDATIONREQUIREMENTS AND LOCATIONS ONLY. REFER TOTHE ARCHITECTURAL PLANS FOR SLAB ANDFOUNDATION DIMENSIONS.3/8" THREADED ROD AT 48" O.C.(U.N.O.) w/ 3"x3"x0.229" SQ.WASHER FROM DBL. TOP PLATE TO FND. DRILL & EPOXY w/MIN. 7" EMBEDMENT. PLACE WITHIN 3" OF HEADER STUDGROUP,TRUSS BEARINGS, AND AT END OF EACHSHEARWALL SEGMENT WHERE SHOWN.FOUNDATION SCHEDULETYPEMARKWIDTHDEPTHREINFORCINGM16A1' - 0"(2) #5 CONTINUOUSTYPEF241' - 0"LENG.CONT.BOTTOMTRANSVERSE(2) #5 EACH WAY1' - 0"2' - 0"2' - 0"SPREAD FOOTINGN/AN/AINTERIOR MONOLITHIC1 - 4"CONT.N/A(2) #5 CONTINUOUSTE8/MA88"CONT.(1) #5 CONTINUOUS1' - 0"THICKND. EDGE/CURB STEPN/ASW-1SHEAR WALLS PER LEGEND ABOVESHEAR WALL LEGEND1.ALL SHEATHING MUST BE MINIMUM OF 716" RATED OSB OR PLYWOOD & FASTENEDPER THE TYPICAL DETAILS.2.SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY(U.N.O.). ALLHORIZONTAL EDGES MUST BE FULLY BLOCKED w/ 2x FRAMING LAID FLAT AGAINSTBACK SIDE OF SHEATHING FOR NAILING.3.A MINIMUM GAP OF 18" AT SHEATHING JOINTS MUST BE MAINTAINED.4.HOLDOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMINGPLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION SPECS.5.ALL SILL ANCHORS(STUBBIES) SHALL BE A MIN. OF 3/8" IN DIA. w/ 3"x3"x18" SQUAREWASHER & NUT. PLACE ANCHORS ON EACH SIDE OF PLATE SPLICE. SEE TYPICALANCHOR DETAILS FOR INSTALLATION SPECS. FULL HT. ALL THREAD RODS MAY BEUSED IN LIEU OF STUBBIES PROVIDED THE MINIMUM STUBBIE SPACING INMAINTAINED.6.EXTERIOR STUCCO FINISH REQUIRES A MIN. 15/32" RATED SHEATHING INSTALLEDHORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES.7.MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVEAND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL.8.SHEARWALL FASTENING SHOULD BE CONSTRUCTED PER THE TYPICAL SHEATHINGFASTENING DETAILS AND NOTES.SW-17/16" IDSHEATHING8d AT 6"8d AT 6"48" O.C.FASTENINGVERTICALEDGESHORIZONTAL EDGESFIELD8d AT 12"NAIL/SPACINGROWSINGLESILLANCHORS(STUBBIES)ENDSTUDGROUPS2FASTENER LEGEND8d COM./BOX8d RINGSHANK10d COMMON10d RINGSHANK10d x 1 12"12d COMMON16d COMMONNAILDIAMETERLENGTH0.131"/0.113"0.113"0.148"0.148"0.120"0.148"0.162"2 12"2 38"1 12"3"2 78"3 14"3 12"1.ALL NAILS SHALL BE COMMON NAILSUNLESS OTHERWISE NOTED ON THEPLANS.2.INSTALL 10d NAILS IF NOTOTHERWISE NOTED ON THE PLANS.3.INSTALL THE APPROPRIATEFASTENERS FOR PRESSURETREATED LUMBER. SEE NOTES ONSHEET S-1.SW-2*7/16" 8d AT 3"8d AT 3"24" O.C.8d AT 6"SINGLE2* SW-2 SHEATHING TO BE INSTALLED HORIZONTALLY w/ BLOCKED EDGESOPENING HEADER BEAMSNo. OF PLIESSIZE OF HEADERQUANTITYOF JACK STUDSQUANTITYOF KING STUDS(2) 2x____:__PLACE DBL. STUD GROUP UNDER PORCH BEAM BEARING INEXTERIOR WALL. NOTCH BEAM AT TOP PLATE (3" MAX) . PLACE (1) 38"A.T.R. WITHIN 3" OF BEAM BEARINGABCPLACE 3-PLY STUD GROUP UNDER GIRDER FLR. BEAM BEARINGABOVE. FASTEN STUDS T/G w/ 8d NAILS AT 8" O.C. STAGG. EACHSIDE. INSTALL ATR's WITHIN 3" OF BEARING IF SHOWN ON PLAN.M18CONT.N/A(2) #5 CONTINUOUSFOUNDATION PLANSCALE: 1/4" = 1'-0" 2nd FLR. FRAMING PLANSCALE: 1/4" = 1'-0" 1st FLR. FRAMING PLANSCALE: 1/4" = 1'-0" INSTALL 3-PLY STUD GROUP ON 2ND AND 1ST FLR.UNDERGIRDER ROOF TRUSS ABV. FASTEN STUDS T/G w/ 8d NAILS AT 8"O.C. STAGG. EACH SIDE. INSTALL (2) A.T.R. WITHIN 3" OFBEARING(1 EACH SIDE) FROM TOP PLT. TO FOUNDATION. INSTALL3-PLY BLOCKING IN FLOOR B/T TOP & BOT. STUD GROUPS.DINSTALL SIMPSON (1) HTT5 HOLDOWN AT BASE OF STUD GROUPWHERE SHOWN. INSTALL PER TYPICAL ANCHOR DETAILS(DETAIL 7/S-5)EINSTALL 3-PLY STUD GROUP UNDER GIRDER ROOF TRUSSBEARING ABOVE. FASTEN STUDS T/G w/ 8d NAILS AT 8" O.C.STAGG. EACH SIDE. FASTEN CORNER STUD GROUP TO TOP PLT.ABV. & FLOOR BEAM BELOW w/ (3) SDWC15600 TRUSS SCREWSTOP & BOT.(2) 2X82:1(2) 2X102:1(2) 2X81:1(2) 2X82:1(2) 2X122:1(2) 2X122:1(2) 2X62:1(2) 2X62:1(2) 2X62:1(2) 2X82:1(2) 2X82:1(2) 2X62:1(2) 2X82:1(2)2X12 6x6 No. 2 SYP POSTOR FRAMED BOXCOL. PER DETAIL10ON S-5SW-2(2) 2X124:2SW-2BBBBAADDDDSW-2A.T.R. AT 6' O.C1CS-61CS-63S-51B&DS-63S-53S-53S-55S-51S-51S-51S-51S-53S-54S-5D2-STORY1-STORY8S-58S-5CCCCWALLS BELOWWALLS BELOWEALL SLABS:0'-0" FIN. FLR. ELEV.(ASSUMED DATUM)4" DEEP POURED CONC, SLAB W/ 6X6,#10/10 W.W.W. OR FIBERMESH REINF.OVER 6 MIL VAPOR BARRIER OVERCLEAN COMPACTED FILL.SEE DETAIL 10ON S-4 FOR TYP. JOINT DETAILSELEV -0'-4" 4SLOPE 0.25"/12" MIN.MA16MA16MA16MA16F24F24TE8MA8EMBED. STRAPSREQUIRED SEE 9/S-4MA161S-43S-47S-45S-44S-44S-42S-42S-41S-41S-46S-45S-49S-49S-41S-22S-51S-55S-5EBBBBM18M18TE8TE8TE8TE8TE8TE81 - 6"EXTERIOR MONOLITHICM12A1' - 0"1' - 0"INTERIOR MONOLITHICF24F243'-6"F303'-6"2'-412"C.L.C.L.C.L.CALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALLBE CONSIDERED SHEARWALL "SW-1" AND CONSTRUCTEDACCORDING TO THE SHEARWALL LEGEND, U.N.O.M18M18M1810'-4"F24C.L.THIS ITEM HAS BEENELECTRONICALLY SIGNEDAND SEALED BY KEVIN C.MARTIN, PE ON 2/16/24 USINGA DIGITAL SIGNATURE.PRINTED COPIES OF THISDOCUMENT ARE NOTCONSIDERED SIGNED ANDSEALED AND THE SIGNATUREMUST BE VERIFIED ON ANYELECTRONIC COPIESF301' - 0"(3) #5 EACH WAY2' - 6"2' - 6"SPREAD FOOTINGN/AFNSTALL 4X8 No. 2 SYP POST IN WALL UNDER GIRDER/BM. ABV.INSTALL (2) A.T.R. WITHIN 3" OF BEARING(1 EACH SIDE) FROM TOPPLT. TO FOUNDATION. SEE CALLOUT 2 ON S-3 FOR REQ. BEARINGBLOCKS.F2 PLY LVL BEAM FASTENING3 ROWS-16d NAILS @ 12" O.C.(N.T.S.)3 PLY LVL BEAM FASTENING3 ROWS-16d NAILS @ 12" O.C. EACH SIDE(N.T.S.)BEAM DEPTH > 14"VAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILL4'' CONCRETE SLAB W/6X6 W1.4x1.4 ORFIBERMESH.SEE FOOTINGSCHEDULE12" MIN.INTERIOR MONOLITHIC FOOTING. SEEFOOTING SCHEDULE FOR SIZE ANDREINFORCINGINTERIOR MONO.w/ CURB.CURB HEIGHT VARIES, SEE ARCHPLANS.111(1) #4 BAR IN CURB CONTIN. (FOR CMUWALLS ONLY)6"MINMARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32225
904-472-1459
FL C.A# 32027SHEETKEVIN C. MARTIN, PE #80359REVISION-2:REVISION-1:ISSUED:SCALE:DRAWN:DESIGNED:PROJECT #:2023 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING, LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECTDIMENSIONS WITH THE ENGINEER. DIMENSIONS ARE CONSIDERED APPROXIMATE; CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
REVISIONS
No.DESCRIPTION DATE
NEW SINGLE FAMILY
808 AMBERJACK LANE
ATLANTIC BEACH, FL 3223323-1017KCMKCMAS NOTED11/22/232/16/24
ROOF TRUSS PLANSCALE: 1/4" = 1'-0" S-3TRUSS PLAN**SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES (615# UPLIFT)(USE 1 SCREW IN EACH PLY OF MULTI-PLT GIRDER TRUSSES)NOTES:1.**MULTI-PLY TRUSSES MUST HAVE (1) UPLIFT CONNECTOR PER TRUSS PLY UNLESS NOTED OTHERWISE.2.SEE APPROVED TRUSS SHOP DRAWINGS FOR TRUSS TO TRUSS CONNECTORS.TRUSS TO TOP PLATE CONNECTOR LEGEND1.ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW PINE (SYP) AT 24" O.C., U.N.O.2.ALL ROOF RAFTERS AND COLLAR TIES TO BE A MIN. OF 2x6 No. 2 SYP. RIDGE BOARDS TO BE MIN. OF 2x8 No. 2SYP.3.ALL SLEEPERS TO BE A MIN. OF 2x8 No. 2 SYP FASTENED TO EACH TRUSS/RAFTER BELOW w/ (4) 16d NAILS.4.FASTEN ROOF RAFTERS TO RIDGE BOARDS AND "SLEEPERS" W/ SIMPSON A35 CLIPS, U.N.O.5.FASTEN COLLAR TIES TO ROOF RAFTERS W/ (5) 16d NAILS AT EACH END.6.COLLAR TIES SHALL NOT TO BE FASTENED HIGHER THAN 2/3 OVERALL ROOF RAFTER HEIGHT.OVER FRAMING NOTES:SDWC 15600/15450 TRUSS SCREW INSTALLATIONDo not install SDWC inhatched area 12"Min12" min134" maxOverhang30°MaxRafter to Top Plate shown(Truss to Top Plate similar)SDWC15600Note: 1. Sloped-roof rafters may be sloped up to and including a 12:12 pitchand must be "birdsmouth" cut.2. Reference detail 4 for installation instructions.Note: Reference detail 2a for installation angle limitSDWC15600Note: Sloped-roof rafters may be sloped up to and including a 12:12 pitch andmust be "birdsmouth" cut.3½" minOptimal 2212° 0°10°30°12"MaxRafter to Top Plate shownTruss to Top Plate similarSDWC15600SDWC15600SDWC156003"Optimal 2212° 0°10°30°SDWC15600CODES: SDWC15600: FL 13975.21.ALL TRUSSES SHALL BE DESIGNED AND APPROVED BY THE DELEGATED TRUSS ENGINEER AND BE LICENSED IN THE STATE OFFLORIDA.2.ALL TRUSSES SHALL BE DESIGNED TO MEET OR EXCEED THE ULTIMATE WIND SPEED, EXPOSURE CATEGORY, AND LOADINGSSPECIFIED ON THE STRUCTURAL NOTES PAGE S-1.3.ALL ROOF AND FLOOR TRUSS ENGINEERING SHALL MATCH THE PROVIDED LAYOUT SHOWN IN THESE PLANS. ANY VARIATIONSFROM THE PROVIDED LAYOUTS SHOULD BE REPORTED TO THE ENGINEER OF RECORD BEFORE CONSTRUCTION BEGINS.4.TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO THE STRUCTURAL LOAD BEARING WALLS SHOWN ON THEFRAMING PLAN.5.UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND ALL CONNECTIONS FROM TRUSSES TO STRUCTURE HAVEBEEN SPECIFIED AND SHOULD BE FOLLOWED. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIPSHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER.6.PERMANENT TRUSS WEB BRACING SHALL BE INSTALLED WITH THE SAME QUANTITY AND LOCATIONS SHOWN ON THE TRUSSENGINEERING SHOP DRAWINGS. CONTINUOUS LATERAL BRACING SHALL BE IN ACCORDANCE WITH THE DETAILS7.GYPSUM CEILING: FASTENING SHALL BE IN ACCORDANCE w/ TABLE R702.3.5 OF THE FBC.8.TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE NAILING REQUIREMENTS ARE IN ADDITION TO THE STRAPPING REQUIREMENTS.9.PROVIDE 5/8" TYPE X GYP. BD. @ GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BD. @ GARAGE SIDE WALLS &UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE.10.ALL TRUSS FABRICATION, HANDLING, SHIPPING, INSTALLING, AND BRACING SHALL BE IN ACCORDANCE WITH BCSI 1-03 MANUAL(BUILDING COMPONENT SAFETY INFORMATION) PRODUCED BY THE SBCA AND TPI.TRUSS NOTES:ABCDENOTES BOTH UPLIFT CONNECTORS REQ. FOR GIRDER TRUSSDOUBLE (2) SIMPSON SDWC15600 TRUSS SCREWS(SIMPSON CONFIG. B ON THIS SHEET)(1195#UPLIFT)SIMPSON HTS16 TWIST STRAP. FILL ALL HOLES w/ 10dx1.5" NAILS. (1310# UPLIFT)XXFLOOR TRUSS PLANSCALE: 1/4" = 1'-0" FLOOR BEAM SCHEDULE ** BM-1BM-2(2) 1.75"x16" 2.0E LVL(3) 1.75"x16" 2.0E LVLTRUSS TO TRUSS/BEAM CONNECTIONSPER TRUSS SHOP DRAWINGS2x6 No. 2 SYP LEDGER BOARDS P.T. FASTEN TOFRAMING w/ 14"x3.5" SDS SCREWS AT 16" O.C. STAGG.FASTEN TRUSSES TO LEDGER BOARD w/ A35 CLIPS.1FLOOR SHEATHINGPER LEGEND ON S-2ROOF SHEATHINGPER LEGEND ON S-2PRE-ENGINEERED ROOF TRUSSES AT 24" O.C.P
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.BAABAACBCBCBCBBBDDAA11BM-1BM-1BM-1DSIMPSON MSTA18 STRAPS AT 48" O.C. (GABLE ENDS ONLY). USE 10dx1.5" NAILS. (1315# UPLIFT)8S-511S-511S-5PRE-ENGINEERED ROOF TRUSSES AT 24" O.C.2S-62S-66S-5BM-1BM-2THA413NOTE TO TRUSS DESIGNER: ADJUSTTRUSS LOCATIONS ABOVE & BELOWAC CHASE LOCATIONNOTE TO TRUSS DESIGNER: ADJUSTTRUSS LOCATIONS ABOVE & BELOWAC CHASE LOCATIONBCCACBBC2TRUSS PLAN LEGEND BM-1FLOOR TRUSS.ROOF TRUSSFLOOR/CEILING BEAMLEDGERSC2INSTALL (2) 2X4 No. 2 SYP, 16" LG. BEARING BLOCKSTO FLR. TRUSS/BEAM (1 ON EA. SIDE). FASTEN TOSIDE OF TRUSS/BEAM w/ 10d NAILS AT 3" O.C. STAGG.BEARING BLK's TO BEAR FLUSH & FLAT ON PLT.BELOW.** FLOOR GIRDER TRUSSES MAY BEUSED IN LIEU OF LVL BEAMS IFSPECIFIED BY TRUSS ENGINEERTHIS ITEM HAS BEENELECTRONICALLY SIGNEDAND SEALED BY KEVIN C.MARTIN, PE ON 2/16/24 USINGA DIGITAL SIGNATURE.PRINTED COPIES OF THISDOCUMENT ARE NOTCONSIDERED SIGNED ANDSEALED AND THE SIGNATUREMUST BE VERIFIED ON ANYELECTRONIC COPIESMARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32225
904-472-1459
FL C.A# 32027SHEETKEVIN C. MARTIN, PE #80359REVISION-2:REVISION-1:ISSUED:SCALE:DRAWN:DESIGNED:PROJECT #:2023 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING, LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECTDIMENSIONS WITH THE ENGINEER. DIMENSIONS ARE CONSIDERED APPROXIMATE; CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
REVISIONS
No.DESCRIPTION DATE
NEW SINGLE FAMILY
808 AMBERJACK LANE
ATLANTIC BEACH, FL 3223323-1017KCMKCMAS NOTED11/22/232/16/24
FOUNDATION DETAILS
S-4THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON2/16/24USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES8" MIN.20" MAXSEE FTG.SCHEDULE12" MIN.(D)6"GRADE8" MAX 4'' CONCRETE SLAB W/ 6X6W1.4x1.4 OR FIBERMESH6" OPT. BRICK LEDGE w/ (1) #4 OR #5BAR FROM GRADE TO BOT. OFFOOTING. SEE PLAN FOR LOCATIONS.EXTERIOR MONOLITHIC FOOTINGVAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILLSEE FTG.SCHEDULE(W)MONOLITHIC FOOTING, SEEFOOTING SCHEDULE FOR SIZE &REINFORCINGINSTALL TRANSFER BARS PERPLANS (CMU WALLS ONLY)1111 12" RECESS (CMU ONLY)VAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILL4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESH.F.F.E.SEE FTG.SCHEDULE(W)12" MIN.
(D)INTERIOR MONOLITHIC FOOTING. SEEFOOTING SCHEDULE FOR SIZE ANDREINFORCINGINTERIOR MONOLITHIC FOOTING1128" MINSEE FTG.SCHEDULE(W)12" MIN.
(D)6"GRADE8" MAX 4'' CONCRETE SLAB W/ 6X6W1.4x1.4 OR FIBERMESH6" OPT. BRICK LEDGE w/ (1) #4 OR #5 BARFROM GRADE TO BOT. OF FOOTING. SEE PLANFOR LOCATIONS.GARAGE/CURB MONOLITHIC FOOTINGVAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILLVARIES
6" MIN.HEIGHT OF CURB VARIES w/ SLOPE OFGARAGECURB w/ (1) #5 CONTINUOUS (CMU WALLS ONLY,U.N.O.)(1) #5 DOWEL w/ 6" BEND AT BOT. &IN CURB. PLACE AT CORNERS,CURB ENDS, AND AT 48" O.C.INSTALL TRANSFER BARS PERPLANS (CMU WALLS ONLY)MONOLITHIC FOOTING, SEEFOOTING SCHEDULE FOR SIZE &REINFORCING113VAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILL4'' CONCRETESLAB W/ 6X6W1.4x1.4 ORFIBERMESH.12" MIN.
(D)INTERIOR MONOLITHIC FOOTING. SEEFOOTING SCHEDULE FOR SIZE ANDREINFORCINGINTERIOR MONO. STEPDOWN FTG.CURB HEIGHT VARIES, SEE ARCHPLANS.114(1) #4 BAR IN STEP CONTIN. (FORGARAGE ONLY)1 12" RECESS (CMU ONLY)SEE FTG.SCHEDULE(W)12" MIN.(D)SEE FOOTINGSCHUDLE(W)4"THICKENED EDGE SLABTHICKENED EDGE SLAB, SEE FOOTINGSCHEDULE FOR SIZE & REINFORCING4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESHVAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILL1154"8"8"4"12" MIN.
(D)SEE ARCH. PLANSVAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILL4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESH.8"x8" FOOTING AT STEPCURB STEP FOOTINGF.F.E.(1) #4 BAR IN STEPCONTIN. (GARAGEONLY)11612" MIN
(D)SEE FOOTINGSCHEDULE(W)SPREAD FTG. AT THICKENED EDGE4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESH.VAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILLFOOTER AT THICKENED EDGE. SEESCHEDULE FOR SIZE ANDREINFORCING.117FOOTING - 2
FOOTING -1
48 BAR Ø LAPHMIN. 12"OR H48 BAR Ø LAPHUSE Z-BAR FOR STEP DOWN.MAINTAIN 48 BARDIAMETERS FOR SPLICESINTO EACH FOOTING.EXTEND BOT. BARSFROM FOOTING-1 INTOFOOTING-2 A MIN. OF 8".STEP DOWN VARIES PERELEVATION CHANGE.CONTACT ENGINEER IFSTEP IS MORE THAN 24"STEPPED FOOTING12PLACE VERTICALREINFORCEMENT ONEACH SIDE OF FOOTINGELEV. CHANGEKEYED JOINT (AT SLAB MID-DEPTH)PAINT w/ CURING COMPOUND ASBOND BREAK BEFORE ADJACENTSLAB IS PLACED3/4" MINT/4 (1 1/2" MIN)
TSLAB REINFORCINGPER PLANIV:3H3/4" SAW CUT (SAWSAME DAY AS POUR)FILL W/JOINT SEALER1/8x3/4"PRE-MOLDEDSTRIPFLUSH W/SURFACESLAB REINFORCINGPER PLANSAW CUTJOINTFORMEDJOINTNOTE: CONTROL JOINTS TO BE 15'-0" OC MAXCONSTRUCTION JOINTCONTROL JOINTTYPICAL JOINT DETAILS102'-6"1'- 8" DIA. (DECKS)1'-0" DIA. (STAIRS)4"
MIN.SYP P.T. POST, SEEPLAN FOR SIZE(GROUND CONTACTUC4B PRESSURETREATED)EMBED POST MIN. 2'-6"IN WET CONCRETEROUND POSTFOOTING w/ 3,000PSI CONCRETEFIXED POST FOOTING11 GRAVELBASE,TYP.(1) No. 4, BAR,12" LG.TOP & BOT.,TYP.SEE FOOTING SCHEDULE(W)SEE FOOTING
SCHEDULE
(D)EXTERIOR STEMWALL AT SHOWER12"MIN.GRADESTEMWALL FOOTER. SEE SCHEDULEFOR SIZE AND REINFORCING.FORM & POUR SHOWERCURB/RECESS w/ (1) #4CONTIN.VERTICAL REINFORCING TO BE (1) #5AT 48" O.C. & AT CORNERS w/ MIN. 7"BEND AT BOTTOM & 12" MIN. BEND INTOSLAB, U.N.O.4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESH OVER 6 MIL VAPORBARRIER & CLEAN COMPACT FILLBEARING SOILS TO BECOMPACTED & FREE OFDELETERIOUS MATERIALSADD (1) #4 MIN. INFOOTING FOR BRICKLEDGENOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",FROM T.O.S TO FOOTER (6 COURSES). U.N.OHEIGHT OF CURB PER SHOWER RECESS6" MIN.158"x16" CMU STEMWALL. FILLREINFORCED CELLS SOLIDSEE FOOTING SCHEDULE(W)SEE FOOTING
SCHEDULE
(D)GARAGE/STEP STEMWALL FOOTINGGRADESTEMWALL FOOTER. SEE SCHEDULEFOR SIZE AND REINFORCING.U-BLOCK w/ (1) #5 BARCONTINUOUSVERTICAL REINFORCING TO BE (1) #5AT 48" O.C. & AT CORNERS w/ MIN. 7"BEND AT BOTTOM & 12" BEND INTOU-BLOCK, U.N.O.4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESH OVER 6 MIL VAPORBARRIER & CLEAN COMPACT FILLBEARING SOILS TO BECOMPACTED & FREE OFDELETERIOUS MATERIALSADD (1) #4 MIN. INFOOTING FOR BRICKLEDGENOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",FROM T.O.S TO FOOTER (6 COURSES).FILL SLAB TO STEMWALL JOINT w/ELASTOMERIC SEALANT FILLER.HEIGHT OF CURB VARIES w/ SLOPE OFGARAGE OR STEP8"x16" CMU STEMWALL. FILLREINFORCED CELLS SOLID1412" MIN.SEE FOOTING SCHEDULE(W)SEE FOOTINGSCHEDULE(D)STEMWALL FOOTING12" MIN GRADEF.F.E.STEMWALL FOOTING. SEE SCHEDULEFOR SIZE AND REINFORCING.CMU HEADER BLOCK w/(1) #5 BAR CONTINUOUSVERTICAL REINFORCING TO BE (1) #5AT 48" O.C. & AT CORNERS w/ MIN. 7"BEND AT BOTTOM & 12" MIN. BEND INTOSLAB, U.N.O.4'' CONCRETE SLAB W/ 6X6 W1.4x1.4 ORFIBERMESH OVER 6 MIL VAPORBARRIER & CLEAN COMPACT FILLBEARING SOILS TO BECOMPACTED & FREE OFDELETERIOUS MATERIALSADD (1) #4 MIN. INFOOTING FOR BRICKLEDGENOTE: CONTACT ENGINEER IF STEMWALLEXCEEDS 48", FROM T.O.S TO FOOTER (6COURSES).8" MIN138"x16" CMU STEMWALL. FILLREINFORCED CELLS SOLIDMONOLITHIC FOOTINGw/ CURB. SEE DETAILS& SCHEDULE FOR SIZE& REINFORCINGINSTALL #5 VERTICALBARS AT 18" O.C., OR 2TOTAL MIN. EXTENDINTO CURB & BEND 7"MIN. AT BOT.PLACE (1) #5 BAR CONTIN. INCURB AT GARAGE RETURN w/MIN. 28" BEND INTOADJACENT WALLGARAGE RETURN FTG.VAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILLGARAGE DOORTHICKENED EDGEFOOTING. SEESCHEDULE FOR SIZE &REINFORCINGUSE Z-BAR FORTHICKENED EDGE TOGARAGE RETURNFOOTINGREINFORCEMENT.VARIES9 GARAGE RETURN WALLEMBED (1) STHD14 AT EACHEND OF GARAGE RETURNWALL. FILL ALL HOLES w/16d NAILS STEMWALL FOOTINGw/ CURB. SEE DETAILS& SCHEDULE FORSIZE & REINFORCINGINSTALL #5 VERTICALBARS AT 18" O.C., OR 2TOTAL MIN. EXTENDINTO CURB & BEND 7"MIN. AT BOT. FILL CELLSSOLIDVAPOR BARRIER (6-MILMIN.) OVER CLEANCOMPACTED FILLGARAGE DOORTHICKENED EDGEFOOTING. SEESCHEDULE FOR SIZE& REINFORCINGUSE Z-BAR FORTHICKENED EDGE TOGARAGE RETURNFOOTINGREINFORCEMENT.VARIES(2 COURSE MAX)GARAGE RETURN WALLMONOLITHICSTEMWALL2 COURSES OR LESS: EMBED (1)STHD14RJ AT EACH END OF GARAGERETURN WALL. FILL ALL HOLES w/ 16dSINKERS.GREATER THAN 2 COURSES:FASTEN (1)MSTCM40 TO EACH END OF GARAGERETURN WALL. USE (1) 14"x2 14" TITENSCREWS INTO STEMWALL & (26) 16dSINKERS IN STUDS.STEMWALL FTG. & PADGRADESEE TYP. STEMWALLDETAIL FOR SPECS.PAD FOOTING FOR PORCHPOST SUPPORT. SEE PLAN &SCHEDULE FOR SIZE,LOCATION, & REINFORCINGNOTE: CONTACT ENGINEER IF STEMWALLEXCEEDS 48", FROM T.O.S TO FOOTER (6COURSES).SEEFOOTINGSCHEDULE(W)16SEE TYP. STEMWALLDETAIL & SCHEDULE FORSIZE & REINFORCINGPOST w/ HOLDOWN. SEE FRAMINGPLANS & DETAILS FOR SPECS.8" MIN.
(D)(1) No. 5 BAR CONTIN.,TYPSPREAD FOOTING w/ MONO FTG.812" MIN.GRADE4'' CONCRETESLAB W/ 6X6W1.4x1.4 ORFIBERMESHVAPOR BARRIER(6-MIL MIN.) OVERCLEANCOMPACTED FILLSEE FOOTINGSCHEDULE(W)SPREAD FTG. ATEXTERIOR MONO. SEEFOOTING SCHEDULEFOR SIZE &REINFORCING11SEE
FTG.
SCHED.
(D)
MARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32259
904-472-1459
FL C.A# 32027SHEETKEVIN C. MARTIN, PE #80359REVISION-2:REVISION-1:ISSUED:SCALE:DRAWN:DESIGNED:PROJECT #:2018 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING, LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECTDIMENSIONS WITH THE ENGINEER. DIMENSIONS ARE CONSIDERED APPROXIMATE; CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
REVISIONS
No.DESCRIPTION DATE
NEW SINGLE FAMILY
808 AMBERJACK LANE
ATLANTIC BEACH, FL 3223323-1017KCMKCMAS NOTED11/22/23
FRAMING DETAILS
S-5TYPICAL WALL SECTION2TYPICAL TWO STORY WALL SECTION1SEE FOUNDATION DETAILSFOR GARAGE RETURN SPECS.& REINFORCINGREQUIREMENTSEMBED STDH14 STRAPTIE-DOWN ON EACH SIDE OFGARAGE RETURN. FILL ALLHOLES w/ 16d NAILSNo. OF KING STUDS SHOWNON FRAMING PLANNo. OF JACK STUDS SHOWNON FRAMING PLAN(1) #5 CONTIN. IN CURB ATRETURNS w/ MIN. 28" BENDINTO ADJACENT WALL.VARIES
INSTALL TOP PLATE &FASTEN TO HEADERBTM. w/ (2) ROWS OF16d NAILS AT 3" O.C.NAIL SHEATHING TO ALLFRAMING w/ 8d NAILS AT 3"O.C.GARAGE HEADER PERFRAMING PLANFASTEN SHEATHING TO TOP PLATE& REMAINING HEADER PER SHEARWALL LEDGED & FRAMING DETAILSFASTEN SHEATHING ATHEADER w/ 8d NAILS IN A 3"O.C. GRID.THICKENED EDGE.SEE FOUNDATIONPLANS & DETAILS.16"O.C.ADDITIONAL WALL STUDS AT16" O.C. AS REQ.GARAGE RETURN DETAIL5VARIES
16"O.C.(1) MSTA24 STRAP FROM EACHJACK STUD TO HEADER, TYPTYPICAL HEADER DETAIL33" MAXOPENINGVARIESHEADER BEAM PER FRAMING PLAN. FASTENTOGETHER W/ (2) ROWS OF 10d NAILS @ 8"O.C. SEE FRAMING PLAN FOR SIZES. SEEFASTENING DETAILS FOR LVL HEADERSFASTEN KING STUD TO HEADERBEAM PER TABLE SHOWN ON THISDETAILKING & JACK STUDS PERFRAMING PLAN, TYP.SILL STUD SPECS PER TABLEON THIS DETAIL,TYP.FASTEN KING & JACK STUDSTOGETHER w/ (2) ROWS OF .131x 3" NAILS AT 8" STAGGERED,TYP.TYP. WALL FRAMING PER FRAMINGPLAN. FASTEN TO PLATES w/ (2) .131x 3" END NAILS OR (3) .131 x 3"TOENAILS, TYP.FOUNDATION: ANCHORS REQ.AT FOUNDATION PERSHEARWALL LEGEND ONFRAMING PLAN U.N.O.16" O.C.FLOOR SYSTEM: FASTEN SILL TOBAND/RIM BOARD PER TYPICALWALL SECTIONSFOUNDATION OR FLOOR SYSTEMTYPICAL WALL SHEATHINGPER SHEAR WALL LEGENDON FRAMING PLANFLOOR OR ROOF SYSTEMFLOOR SYSTEM: FASTENFLOOR TRUSS/JOISTS/RIMBOARD TO TOP PLATE PERTYPICAL WALL SECTIONSROOF SYSTEM: FASTENTRUSSES/RAFTERS TO TOPPLATE PER TRUSS PLAN ORROOF FRAMING PLANKING STUDS TO HEADER NAILING2X6(3) NAILS PER PLY2X8(4) NAILS PER PLY2X10(5) NAILS PER PLY2X12(6) NAILS PER PLY9.5" LVL(5) NAILS PER PLY11 78"LVL(6) NAILS PER PLY14" LVL(7) NAILS PER PLY16" LVL(8) NAILS PER PLYTHREADED ROD TIE DOWN ANCHORSFROM UPPER MOST TOP PLATE TOFOUNDATION ON EACH SIDE OF OPENING.SEE FRAMING PLAN FOR SIZE, LOCATION,& INSTALL SPECS.OPENING HEAD/SILL STUD SPECSOPENINGWIDTHATTACHMENT0' - 8"(3) .131"x3" TOE-NAILS8' - 12' (6) .131"x3" TOE-NAILS12' - 18' (2) A35 CLIPS2-PLY HEAD/SILL STUDS: 6' - 10'3-PLY HEAD/SILL STUDS: 10' - 18'HEAD STUD SPECS PERTABLE ON THIS DETAIL,TYP.3" MAXTYPICAL ALL-THREAD RODTIE-DOWNS. INSTALLWITHIN 3" OF EACH KINGSTUD GROUP. SEEFRAMING PLAN FOR SIZE,SPACING, & SPECS,TYP.IF HEADER SPAN EXCEEDS THREADED RODMIN. SPACING INSTALL (1) SPH4/6 ORSDWC15600 FROM TOP PLT. TO HEADER ATMIN. A.T.R. ROD SPACING ALONGSPAN.(1-STORY ONLY)FASTEN TRUSSES TO TOPPLATE PER UPLIFTCONNECTOR LEGEND ONTRUSS PLAN, TYP.(2) 2x No. 2 SYP TOP PLATEFASTENED w/ 2 ROWS OF .131x3"NAILS AT 12" O.C. STAGGERED.MINIMUM 48" LAP WITH (24).131x3" NAILS IN LAP.APA RATED OSB/PLYWOODSHEATHING. SEESHEARWALL LEGEND FORFASTENING AND OTHERSHEATHING SPECS.2x No. 2 SYP PT BOTTOMPLATE. FASTEN TOFOUNDATION w/ANCHORBOLTS PER SHEARWALLLEGEND.SEEFOUNDATIONPLAN FORFOOTINGDETAILS. APA RATED OSB/PLYW. ROOFDECK. SEE SHEATHING LEGEND ONFRAMING PLAN S-3 FOR SPECS.GYPSUM WALL BOARD,FASTEN PER FBC TABLER702.3.5GYPSUM CEILINGBOARD, FASTEN PERFBC TABLE R702.3.52x FASCIA FASTEN TOTRUSS/RAFTER TAILS w/(2) 10d NAILS, TYP.PRE-ENGINEERED TRUSSES ORCONVENTIONAL ROOF FRAMING. SEETRUSS PLAN OR ROOF FRAMING PLAN.ALL THREAD TIE DOWNRODS FROM TOP PLATETO FOUNDATION, SEEFRAMING PLAN FOR SIZE,LOCATIONS, & INSTALLSPECS.2x6 No. 2 SYP PTBOTTOM PLATE.FASTEN TOFOUNDATION w/ MIN. 38"ANCHOR BOLTS PERSHEARWALL LEGEND &TYP. ANCHOR DETAILSSEE FOUNDATION PLANFOR FOOTING DETAILS.APA RATED OSB/PLYW. ROOFDECK. SEE SHEATHINGLEGEND ON FRAMING PLAN2x FASCIA FASTEN TOTRUSS/RAFTER TAILS w/(2) 16d NAILS, TYP.APA RATED FLOORSHEATHING NAILED &GLUED TO FLOORFRAMING. SEE FRAMINGPLAN FOR SIZES,FASTENING, & OTHERSPECIFICATIONS.APA RATED OSB/PLYWOODSHEATHING. SEE FRAMINGPLAN FOR FASTENING ANDOTHER SHEATHING SPECS.2x4 SPF No. 2 STUDS AT 16"O.C.SEETRUSSMANUF.PRE-MANUFACTUREDFLOOR TRUSSESFASTEN BTM.PLATE TO RIBBONBOARD w/ .131x3"NAILS AT 8" O.C.FASTEN TRUSSES TO TOPPLATES w/ (3) .131x3"TOE-NAILS.2X4 No. 2 SYP RIBBONBOARD CONTIN.FASTEN TO TRUSSESw/ (3) .131x3" NAILSALL THREAD TIE DOWNRODS FROM TOP PLATE TOFOUNDATION, SEE FRAMINGPLAN FOR SIZE, LOCATIONS,& INSTALL SPECS.ALL THREAD TIE DOWN RODSFROM TOP PLATE TOFOUNDATION, SEE FRAMINGPLAN FOR SIZE, LOCATIONS,& INSTALL SPECS.(2) 2x No. 2 SYP TOP PLATEFASTENED w/ 2 ROWS OF .131x3"NAILS AT 12" O.C. STAGGERED.MINIMUM 48" LAP WITH (24).131x3" NAILS IN LAP.GYPSUM CEILINGBOARD, FASTEN PERFBC TABLE R702.3.5GYPSUM CEILINGBOARD, FASTEN PERFBC TABLE R702.3.5GYPSUM WALL BOARD,FASTEN PER FBC TABLER702.3.5APA RATED OSB/PLYWOODSHEATHING. SEESHEARWALL LEGEND FORFASTENING AND OTHERSHEATHING SPECS.FASTEN TRUSSES TO TOPPLATE PER UPLIFTCONNECTOR SCHEDULE ONTRUSS PLAN, TYP.2x4 SPF No. 2 STUDS AT 16"O.C.,TYP.(INTERIOR BEARING WALL2x4 AT 16" O.C.)2x SPF BLOCKING/NAILERSB.T EACH TRUSS OR ALONGTOP PLATE(PARALLELTRUSSES). FASTEN TO DBL.TOP PLATE w/ 10d NAILS AT3" O.C.PRE-MANUF. TRUSSES ORCONVENTIONALLY FRAMEDROOF PER SHOP DRAWINGSAND/OR ROOF FRAMING PLAN2x SPFBLOCKING/NAILERS B.TEACH TRUSS ORALONG TOP OFBEAM(PARALLELTRUSSES). FASTEN TOBEAM w/ 10d NAILS AT3" O.C.PORCH BEAMS. SEEFRAMING PLAN FORSIZES.FASTEN EACH PORCHBEAM TO POST w/ (1)MSTA24 SIMPSONSTRAPS -1 ON EACHSIDE(U.N.O.).No. 2 SYP PT. PORCHPOST. SEE PLAN FORSIZE & LOCATION(OPT.BOX COL. PER 10/S-5)SIMPSON ABU FORPOST. SEE DETAIL10/S-5 FOR BOX COL.HOLDOWNS.PORCH POST FTG.SEE FOUNDATIONPLAN & DETAILSTYPICAL EXTERIORBEARING WALL. SEEFRAMING PLAN &TYPICAL WALL SECTIONSTYPICAL WALLFOUNDATIONS.SEEFOUNDATIONPLAN & DETAILSPORCH FRAMING DETAIL4MIN. 38" PLYWOOD OR OSBFASTENED TO PORCHCEILING ROOF FRAMING w/8d NAILS AT 6" O.C. ALONGEDGES & 12" O.C. IN FIELD,BLOCK ALL UNSUPPORTEDEDGESOR1x4 OR 2x4 No. 2 SYP AT 16"O.C. w/ (2) .131x3" NAILS ATEACH TRUSS INTERSECTION2x4 SPF No. 2 STUDS AT 16"O.C.PRE-ENGINEERED TRUSSES ORCONVENTIONAL ROOF FRAMING. SEETRUSS PLAN OR ROOF FRAMING PLAN.HTT5 HOLDOWNFILL ALL HOLES w/ 16d x 2 12"NAILS OR #10x1 12" SDFASTERS, PER SIMPSONSPECS.MIN. 2-PLY STUD GROUP OR3"x3.5" MEMBER SIZEMINIMUM 5/8"THREADED ROD2x PT SOLEPLATE, TYPDRILL & EPOXY 5/8"THREADED ROD w/ MIN.7" EMBEDMENT INTOFOUNDATION.TYPICAL ANCHOR(STUBBIE)MIN. 3"x3"X 0.229"SQUARE WASHER & NUTMIN. 38" THREADEDROD ANCHOR(U.N.O)TYP 2x P.T. SOLE PLATETHREADED ROD:DRILL & EPOXY3/8" THREADED ROD w/ MIN. 7"EMBEDMENT INTO FOUNDATION.ORTITEN HD: 3/8" TITEN HD ANCHOR8"LG.ABU44Z(ABU66, ABU88 similar)ABU66Z POST BASE. FILLALL HOLES w/ 16d NAILS.ABU44:. 12" ANCHOR BOLTOR THREADED ROD.ABU66: 58" ANCHOR BOLT ORTHREADED ROD.ABU88: (2) 58" ANCHORBOLTS OR THREADED ROD.PRESSURE TREATED PORCHPOST. SEE PLAN FOR SIZE &LOCATIONTYP. DBL. 2xTOP PLATETHREADED ROD HOLD DOWNDRILL & EPOXY INTO FTG.PER TYPICAL ANCHORDETAIL BELOWTYPICAL ANCHOR DETAILS7MIN. 3"x3"X 0.229" SQUAREWASHER & NUTFILL ALL HOLES w/ 14" x 2.25"SIMSPON SDS SCREWS,TYP.FASTEN ANCHOR TO FTG.PER TYP. ANCHORDETAIL BELOW2x PT SOLEPLATE, TYPDTT2Z HOLDOWNMIN. 2-PLY STUD GROUP OR3"x3.5" MEMBER SIZEMINIMUM 1/2"THREADED ROD w/ NUTOR HD TITEN ANCHORSILL PLATECORNER 2x FRAMING(2) ROWS OF 10d NAILSAT 8" O.C. INTO TRIPLEGROUP USE 10d NAILS AT8" O.C. FOR STUDGROUPSILL PLATENOTE: ADD (1) ADDITIONAL ROW OF NAILS ATEACH STUD FACE FOR 2X6 & 2X8 FRAMINGDBL. TOP PLATE.FASTEN T/G PERDETAILS, TYP.CORNERSTUDGROUPLAP TOP & BTM. STUDSIN TOP PLATES AT ALLCORNERS. FASTENSTUDS TOGETHER w/(5) 16d NAILSPLANCORNER FRAMING DETAIL6WALLOPENINGBLOCKING LOCATEDUNDER STUDS TOTRANFER ROOF, WALL,OR FLOOR LOADS FROMUPPER STORIESFLOORTRUSSSOLID BLOCKINGUNDER JACK/KING STUDSBANDRIM BOARD ORCONTINUOUSSHEATHINGWALLOPENINGEXT. BEARING WALL FLOOR FRAMING6HEADERBM. PERPLAN,TYP.DTT2Z716" OSB/PLYW. AT3" O.C ALONG ALLEDGES, TYP.BM. TOSUPPORTSw/ (2)MSTA24 OR(2) HTS202x BTM. PLT. P.T.TYP. BOX COLUMN DETAIL10NOTE: ANY FRAMING/SHEATHING WITHIN 6" OFEXIST. GRADE SHALL BE PRESSURE TREATEDPER FBC.DTT2Z38" STUBBIE PERANCHOR DETAILSSTUDS TO TOP PLT.(1) SPH 4/6 OR (2)SDWC15600(1) LTT20B. SEAT1-2" BELOW SLABw/ 12"x7" STUBBIE2 PLY STUD w/ 8dNAILS AT 6" O.C.STAGG 3 PLYSTUD GROUP w/ 8dNAILS AT 6" O.C.STAGG EACH SIDEA.T.R ALTERNATIVE9FASTEN BTM PLATETO END TRUSS w/10d NAILS AT 6" O.C.STAGGARD.FLOOR END TRUSS,SEE TRUSS SHOPDRAWINGS.2x No. 2 SYPDIAGONAL BRACE AT48" O.C. FASTEN TOTRUSSES/TOPPLATES w/ (3) 10DTOE- NIALS EACHEND.FLOOR TRUSS, SEETRUSS SHOPDRAWINGS.PARALLEL FLOOR TRUSS BRACING11STAIRS EXT. WALL FRAMING82X6 AT 16" O.C. ATSTAIR OPENING (MIN.)2X6 AT 16"O.C.(MIN.)RIM BOARD ORTRUSSES, TYP.(3) 2X6 PLATES CONTINUOUS (NO SPLICES) AT STAIR OPENINGTYPICALEXTERIOR WALLFRAMING PERFRAMING PLAN& DETAILSNAIL CONTIN. PLT'sT/G w/ .131"x3" NAILSAT 6" O.C. TOP & BOT.MARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32259
904-472-1459
FL C.A# 32027SHEETKEVIN C. MARTIN, PE #80359REVISION-2:REVISION-1:ISSUED:SCALE:DRAWN:DESIGNED:PROJECT #:2018 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING, LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECTDIMENSIONS WITH THE ENGINEER. DIMENSIONS ARE CONSIDERED APPROXIMATE; CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
REVISIONS
No.DESCRIPTION DATE
NEW SINGLE FAMILY
808 AMBERJACK LANE
ATLANTIC BEACH, FL 3223323-1017KCMKCMAS NOTED11/22/23THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON2/16/24USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
FRAMING DETAILS
S-66" MAX6" MAX6" MAX6" MAXL-BRACEFASTENED TOTRUSS WEB w/10d NAILS AT 6"O.C.T-BRACE FASTENEDTO TRUSS WEB w/ 10dNAILS AT 6" O.C.T/L TRUSS BRACING3CONTIN. LATERAL RESTRAINT BRACING1. T AND/OR L BRACING MAY BE USED IN LIEU OFCONTIN. LATERAL RESTRAINT BRACING WHERESPECIFIED ON THE TRUSS SHOP DRAWINGSAND/OR TRUSS LAYOUT.2. TO REPLACE (1) ROW OF LATERAL BRACINGINSTALL (1) 2x4 T/L BRACE AT EACH TRUSS WEB.3. TO REPLACE (2) ROWS OF LATERAL BRACINGINSTALL (1) 2x6 T/L BRACE AT EACH TRUSS WEB.4. BRACING MUST MATCH SIZE, SPECIES, ANDGRADE OF WEB MEMBER.2X6 No. 2 SYP BLOCKING FORBRACE ATTACHMENT. FASTENB/T TRUSSES w/ AT TOP CHORDSw/ (3) 10d NAILS EACH ENDFASTEN DIAGONALBRACE TO BLOCKING w/(7) 10d NAILS2x6 No. 2 SYPDIAGONAL BRACE 48"O.C. U.N.O.2x4 No. 2 SYP, 8'-0" LG., LATERALBRACE AT 48" O.C. TYP. FASTENTO EACH TRUSS w/ (3) 10d OR (2)16d NAILS, TYP.2x4 No. 2 SYPOUTLOOKER AT 24" O.C.2x BLOCKING B/TOUTLOOKERS. FASTENTO ROOF DECK & TOPCHORD(TOE-NAILS) w/ 8dNAILS AT 3" O.C.FASTEN OUTLOOKERTO TOP CHORD OFGABLE END TRUSS w/(1) H2.5A CLIP. FILL ALLHOLES w/ 8d NAILS.PLATELINE2x FASCIA FASTENEDTO OUTLOOKERS w/ (2)16d NAILS EACHADD 2x4 T-BRACE TODIAGONAL BRACE w/10d NAILS AT 3" O.C. IFBRACE LENGTHEXCEEDS 8'-0"45° MAXGABLE END TRUSSVERTICALSINSTALL SIMPSON GBCCLIP (2) REQ. AT EACHBRACE.FASTEN BTM. CHORDOF TRUSS TO TOP PLT.w/ 10d NAILS AT 8" O.C.2x4 No. 2 SYPBLOCKING/NAILERS B/TBRACES. FASTEN TOTOP PLATE w/ 10d NAILSAT 8" O.C.DIAGONAL BRACINGLATERAL BRACINGFASTEN SHEATHING TOGABLE END TRUSS PERTRUSS PLANFASTEN (1) MSTA18 AT48" O.C.,TYP.FASTEN (1) MSTA12 AT48" O.C.,TYP.GABLE END BRACING DETAIL2ROOF SHEATHINGPER SHEATHINGLEDGED ONFRAMING PLAN2x4 No. 2 SPFBRACE B/TTRUSSES AT 12"O.C. ON TOP OFWALLFASTEN BRACETO BTM . TRUSSCHORDS w/ (3)10d TOE NAILSFASTEN BRACE TO TOPPLATES w/ (4) 10d NAILSABOVE BRACINGFOR INTERIORSHEAR WALLSONLYPARALLEL TRUSS TO SHEARWALL BRACING4FLOOR SHEATHING PERSHEATHING LEDGED ONFRAMING PLAN2x4 No. 2 SPF BRACE B/TTRUSSES AT 12" O.C. ONTOP OF WALLFASTEN BRACETO BTM . TRUSSCHORDS w/ (4)10d NAILSFASTEN BRACE TOTOP PLATES w/ (4)10d NAILSABOVE BRACING FORINTERIOR SHEAR WALLSONLYROOF TRUSSES,SEE TRUSS PLANSFASTEN 716" MIN. SHEATHINGTO ADJACENT TRUSSES PERSHEARWALL LEGEND FORWALL BELOW, BLOCK ALLEDGESFASTEN ADDITIONAL2x No 2. SYP. PLATETO TOP PLATE w/ 10dNAILS AT 3" O.C.ROOF TRUSSFLOOR TRUSSFASTEN FLOORSHEATHING TOTRUSSES w/ 10dNAILS AT 3" O.C.FASTEN ROOFSHEATHING TOTRUSSES w/ 8dNAILS AT 3" O.C.ROOFSHEATHINGPERSHEATHINGLEDGED ONFRAMING PLANFASTEN BTM.TRUSS CHORDTO TOP PLT. w/10d TOE NAILSAT 3" O.C.ABOVE BRACINGFOR INTERIORSHEAR WALLSONLYROOFTRUSSES, SEETRUSS PLANSFASTEN ROOFSHEATHING TOTRUSSES w/ 8dNAILS AT 3" O.C.ROOF TRUSSFLOORSHEATHING PERSHEATHINGLEDGED ONFRAMING PLANABOVE BRACING FORINTERIOR SHEARWALLS ONLYEXTEND 716" MIN.SHEATHING TO TOPCHORD OF TRUSS.FASTEN PERSHEARWALL LEGENDFOR WALL BELOW,BLOCK ALL EDGESFLOOR TRUSSFASTEN FLOORSHEATHING TOTRUSSES w/ 10dNAILS AT 3" O.C.FASTEN BTM.TRUSS CHORD TOTOP PLT. w/ 10d TOENAILS AT 3" O.C.FLOOR TRUSSES,SEE TRUSS PLANSFLOOR TRUSSES,SEE TRUSS PLANSTRUSSTRUSSMULTI-PLY GIRDERPLAN VIEWTYPICAL BRACING TO GIRDER DETAIL82x4 X 24" LONG w/ 16d NAILSAT 3" O.C. CONNECT EACHBRACE w/(2) 16d NAILS TO 2x42x4 DIAGONAL BRACING2x4 LATERAL BRACING(2) 16d NAILS ATEACH TRUSS, TYP.OPEN FORA/C DUCTTYPICAL CUT STRONGBACK FOR A/C DUCT62X6 LATERAL BRACING @ 8'-0"O.C (STRONGBACK) w/2-10dNAILS EA. TRUSS2X4 SIDE BY SIDE w/(3) 16d NAILSTO EACH TRUSS (TYP.)2X4 CROSS BRACING MEMBERFASTENED TO TRUSSES W/(2) 16d NAILS EACH END (REFERTO TRUSS NOTES AND TRUSSLAYOUT FOR LOCATIONS)2X4 CONT. LATERAL WOODBRACING NAILED TO BOTTOMCHORD MAXIMUM 10'-0"SPACING AND AS REQUIREDBY TRUSS MANUFACTURE(REFER TO TRUSS NOTESAND TRUSS LAYOUT FORLOCATION)DIAGONAL LATERAL BRACING DETAIL7PRE-ENGINEEREDWOOD TRUSS(2) 16d NAILS EACHMEMBER2X4 CONT. LATERAL WOOD BRACINGNAILEDTO BOTTOM CHORD MAXIMUM 10'-0"SPACINGAND AS REQUIRED BY TRUSSMANUFACTURER(REFER TO TRUSS NOTES ANDTRUSS LAYOUTFOR LOCATION)TYPICAL LATERAL BRACE SPLICE5CONVENTIONAL 2-STORY STRAPPING1INSTALL FULL HEIGHTALL-THREAD RODS ONEACH SIDE OF OPENINGBELOW. SEE TYP.ANCHOR DETAILSFLR. TRUSS ORCONVENTIONALFRAMING, SEEROOF FRAMINGPLAN OR TRUSSPLAN FOR SPECS.FLOOR BEAM ORHEADER, SEEFRAMING PLAN FORSIZE & SPECS,TYP.INSTALL (1) CS16 COIL STRAP FROM UPPER STUDS (IN LINEw/ H8 STUD ABOVE) TO HEADER BELOW. FASTEN w. (7) 8dNAILS ON EACH END MIN.INSTALL (1) H8 FROM TOPPLATE TO STUD AT EVERYOTHER STUD OVER HEADEROPENING BELOW, TYP.FASTEN EACH KING STUD TOTOP PLATE w/ (1) SPH4/6/8 ONEACH SIDE OF HEADER, TYP.FLOOR BEAM ORHEADER, SEEFRAMING PLAN FORSIZE & SPECS,TYP.INSTALL (1) CS16 COILSTRAP FROM EACHKING STUD TO FLOORBEAM/ HEADERBELOW. FASTEN w. (7)8d NAILS ON EACHEND MIN.FASTEN HEADER TOJACK STUDS w/ (1)MSTA18 STRAP,TYP.FASTEN JACKS TOKINGS w/ 8d NAILSAT 4" O.C. STAGG.A-ROOF BEARING WALL OVER HEADERB-ROOF BEARING WALL OVER BEAMD-ROOF BEARING OPENING OVER BEAMINSTALL (1) CS16 COIL STRAP FROMUPPER STUDS (IN LINE w/ H8 STUDABOVE) TO HEADER BELOW. FASTENw. (7) 8d NAILS ON EACH END MIN.INSTALL (1) H8 FROM TOP PLATE TO STUD ATEVERY OTHER STUD OVER BEAM BELOW, TYP.INSTALL FULL HEIGHTALL-THREAD RODS ONEACH SIDE OF OPENINGBELOW. SEE TYP.ANCHOR DETAILSFLR. TRUSS ORCONVENTIONALFRAMING, SEEROOF FRAMINGPLAN OR TRUSSPLAN FOR SPECS.MAX O.C. SPACING OF A.T.R.PER FRAMING PLAN & NOTESOPENING VARIESOPENING VARIESINSTALL (1) CS16COIL STRAP FROMEACH KING STUDTO FLOOR BEAM/HEADER BELOW.FASTEN w. (7) 8dNAILS ON EACHEND MIN.FASTEN HEADER TOJACK STUDS w/ (1)MSTA18 STRAP,TYP.FASTEN JACKS TOKINGS w/ 8d NAILSAT 4" O.C. STAGG.FASTEN EACH KINGSTUD TO TOP PLATEw/ (1) SPH4/6/8 ONEACH SIDE OFHEADER, TYP.INSTALL 1-STORYALL-THREAD ROD ONTHIS SIDE OF OPENING.SEE TYP. ANCHORDETAILSC-ROOF BEARING OPENING OVER HEADER BELOWMARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32259
904-472-1459
FL C.A# 32027SHEETKEVIN C. MARTIN, PE #80359REVISION-2:REVISION-1:ISSUED:SCALE:DRAWN:DESIGNED:PROJECT #:2018 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING, LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECTDIMENSIONS WITH THE ENGINEER. DIMENSIONS ARE CONSIDERED APPROXIMATE; CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
REVISIONS
No.DESCRIPTION DATE
NEW SINGLE FAMILY
808 AMBERJACK LANE
ATLANTIC BEACH, FL 3223323-1017KCMKCMAS NOTED11/22/23THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON2/16/24USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES