DSS_0601_5801_Frank_Pittman_Rd_Const_Set.pdf

MISCELLANEOUS:

WIND RESISTANT CONSTRUCTION:

FOUNDATION:

TABLE VALUES HAVE BEEN MULTIPLIED BY 0.6 TO CONVERT COMPONENT AND CLADDING PRESSURES TO ASD.

COMPONENTS AND CLADDING TO BE DONE BY OTHERS COMPUTED IAW ASCE 7-22. ALL PRESSURES SHOWN ARE BASED UPON ASD DESIGN, WITH A LOAD FACTOR OF 0.6.

WALL PRESSURE FOR COMPONENTS AND CLADDING: (VULT=150 MPH // VASD = 116 MPH)

INTERIOR ZONES ( ZONE 4 )

SLAB-ON-GRADE:

MULTIPLE OPTIONS MAY BE USED SIMULTANEOUSLY.

SEE SCHEDULE

8" CMU STEMWALL FOUNDATION SCHEDULE

COURSES VERT. REINF. FOOTING (D x W) FTG. REINF. HEADER BLOCK

SEE SCHEDULE

CMU STEMWALL

MONOLITHIC W/ BRICK

STEMWALL AT GARAGE OR PORCH OPTIONAL GARAGE STEMWALL

T/ SLAB

EL = 0'-0"

T/ SLAB

EL = 8" MIN. ABOVE GRADE

T/ FTG.

EL = 8" MIN. BELOW

GRADE. U.N.O.

T/ SLAB

EL = 8" MIN.

ABOVE GRADE

MONOLITHIC AT GARAGE OR PORCH

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

INTERIOR FOOTING

NOT TO SCALE

T/ SLAB

EL = 0'-0"

SHEATHING SCHEDULE

STRUCTURAL

SHEATHING TYPE FASTENER FASTENER PATTERN

(EDGE/FIELD)

WALL STUD SCHEDULE

EXTERIOR LOAD BEARING

STUD SIZE GRADE PLATE HGT. SPACING

BEAM SCHEDULE

INTERIOR & EXTERIOR LOAD BEARING HEADERS

SPAN BEAM SIZE JACK/KING STUD

(EA. SIDE)

PORCH

BEAM SIZELOCATION

HEADER STRAPS

(EA. SIDE)

BEAM STRAPS/

POST BASE

TYPICAL SILL PLATE ANCHORS AND HOLDOWNS

NOT TO SCALE

ROOF ZONES

NOT TO SCALE

CORNER STUD FRAMING

CMU STEMWALL - PLAN VIEW

NOT TO SCALE

TYP. CORNER INTERSECTION

INTERIOR SHEARWALL

LOCATIONS, SEE PLAN

NOT TO SCALE

DOUBLE-FORM MONOLITHIC FOOTER

FOUNDATION DETAILS

T/ LEDGER

EL. 8" MIN.

BELOW GRADE

SEE SCHEDULE

T/ FTG.

EL = 8" MIN. BELOW GRADE

U.N.O.

T/ FTG.

EL = 8" MIN. BELOW GRADE

U.N.O.

THREADED ROD SYSTEM

MUDSILL

TENSION TIE

NOT TO SCALE (IF REQUIRED)

WALL CONNECTION AT TRUSSES: FOR EXTERIOR WALLS

PARALLEL TO TRUSSES & INTERIOR SHEARWALLS

TRUSS PARALLEL TO WALL TRUSS PERPENDICULAR TO WALL

SPAN RATING

NOT TO SCALE

TYPICAL FOOTING STEP DETAIL

ASCE 7 HAZARD TOOL SITE INFORMATION:

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1. ABSOLUTELY NO CHANGES OR DEVIATIONS FROM THESE PLANS SHALL BE AUTHORIZED WITHOUT WRITTEN APPROVAL FROM THE ABSOLUTELY NO CHANGES OR DEVIATIONS FROM THESE PLANS SHALL BE AUTHORIZED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OR DESIGNER. THE ENGINEER AND DESIGNER ASSUME NO RESPONSIBILITY WHATSOEVER FOR ANY MODIFICATIONS OR ALTERATIONS TO THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND COSTS RESULTING FROM UNAUTHORIZED MODIFICATIONS TO THESE PLANS AND SPECIFICATIONS. 2. ALL NECESSARY PERMITS AND APPROVALS FROM THE REGULATORY AGENCIES GOVERNING THIS WORK SHALL BE OBTAINED ALL NECESSARY PERMITS AND APPROVALS FROM THE REGULATORY AGENCIES GOVERNING THIS WORK SHALL BE OBTAINED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 3. NO RESEARCH AS TO THE PRESENCE OF UNDERGROUND UTILITIES HAS BEEN INCLUDED OR PERFORMED FOR THIS PROJECT. NO RESEARCH AS TO THE PRESENCE OF UNDERGROUND UTILITIES HAS BEEN INCLUDED OR PERFORMED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SUNSHINE UTILITY LOCATE SERVICE PRIOR TO ANY CONSTRUCTION WITHIN ANY PUBLIC RIGHT-OF-WAY OR OTHER AREAS WHERE UNDERGROUND UTILITIES MAY BE PRESENT (I.E. IN AND AROUND UTILITY EASEMENTS, ETC.). 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH OTHER STATE AND LOCAL LAWS AND ORDINANCES INCLUDING BUT CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH OTHER STATE AND LOCAL LAWS AND ORDINANCES INCLUDING BUT NOT LIMITED TO ZONING REGULATIONS, BUILDING SETBACK REGULATIONS, ETC. 5. CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH SPECIAL REQUIREMENTS ASSOCIATED WITH FLOOD HAZARD CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH SPECIAL REQUIREMENTS ASSOCIATED WITH FLOOD HAZARD AREAS OR OTHER REQUIREMENTS AS MAY BE APPLICABLE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION CONTROL MEASURES ON THE JOB SITE. THIS MAY CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION CONTROL MEASURES ON THE JOB SITE. THIS MAY INCLUDE THE USE OF SILT FENCING AND/OR HAY BALES TO PREVENT THE TRANSPORT OF SEDIMENTS FROM DISTURBED AREAS OFF-SITE DURING RAINFALL EVENTS. THESE EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED AND REMAIN FUNCTIONAL UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN REGARD CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN REGARD TO JOB SITE SAFETY AND WORKER PROTECTION. EXERCISE EXTREME CAUTION WHEN WORKING NEAR ABOVE AND BELOW GROUND UTILITY LINES. 8. CONTRACTOR SHALL PROVIDE APPROVED TERMITE TREATMENT PER BUILDING CODE REQUIREMENTS.CONTRACTOR SHALL PROVIDE APPROVED TERMITE TREATMENT PER BUILDING CODE REQUIREMENTS.

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1. ALL WOOD STRUCTURAL MEMBERS EXCEPT STUDS AND TOP PLATES SHALL BE NO. 2 SOUTHERN YELLOW PINE, (MAXIMUM ALL WOOD STRUCTURAL MEMBERS EXCEPT STUDS AND TOP PLATES SHALL BE NO. 2 SOUTHERN YELLOW PINE, (MAXIMUM MOISTURE CONTENT OF 19%). 2. ALL ENGINEERED TRUSSES AND OTHER ENGINEERED COMPONENTS SHALL BE PROVIDED WITH SUPPLIERS ENGINEERING DESIGN ALL ENGINEERED TRUSSES AND OTHER ENGINEERED COMPONENTS SHALL BE PROVIDED WITH SUPPLIERS ENGINEERING DESIGN AND CALCULATIONS SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL SUCH COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3. TRUSS LAYOUT AND DESIGN SHALL BE IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S DESIGN AND SPECIFICATIONS. TRUSS LAYOUT AND DESIGN SHALL BE IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S DESIGN AND SPECIFICATIONS. PROPER PRECAUTIONS IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S INSTRUCTIONS SHALL BE EXERCISED AT THE JOB SITE FOR PROPER STORAGE AND HANDLING OF ENGINEERED TRUSSES. 4. ALL TRUSSES, INCLUDING GIRDER TRUSSES, SHALL BE ANCHORED IN COMPLIANCE WITH THE TRUSS MANUFACTURER'S FINAL ALL TRUSSES, INCLUDING GIRDER TRUSSES, SHALL BE ANCHORED IN COMPLIANCE WITH THE TRUSS MANUFACTURER'S FINAL TRUSS REQUIREMENTS USING APPROPRIATE TRUSS TIES DESIGNED TO MEET THE UPLIFT AND LATERAL LOADS AS SPECIFIED BY THE TRUSS MANUFACTURER. 5. IF ANY DISCREPANCIES EXIST BETWEEN ANY OF THE REQUIREMENTS SHOWN ON THE APPROVED PLANS OR THE APPLICABLE IF ANY DISCREPANCIES EXIST BETWEEN ANY OF THE REQUIREMENTS SHOWN ON THE APPROVED PLANS OR THE APPLICABLE CODES AND STANDARDS, THE MOST STRINGENT REQUIREMENT SHALL PREVAIL.

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1. FOUNDATION DESIGN BASED ON SANDY SOILS WITH MINIMUM ALLOWABLE BEARING PRESSURE OF 2000 PSF. FOUNDATION DESIGN BASED ON SANDY SOILS WITH MINIMUM ALLOWABLE BEARING PRESSURE OF 2000 PSF. 2. NO GEOTECHNICAL SOILS ANALYSIS/REPORT FURNISHED FOR THIS DESIGN. FOUNDATION DESIGN BASED ON NO GEOTECHNICAL SOILS ANALYSIS/REPORT FURNISHED FOR THIS DESIGN. FOUNDATION DESIGN BASED ON SANDY SOILS. CONTACT ENGINEER OR BUILDING OFFICIAL IF DIFFERING SOIL TYPES ARE ENCOUNTERED BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL FOUNDATION FILL MATERIAL SHALL BE APPROVED SAND/CLAY FILL AND SHALL BE PLACED AND ALL FOUNDATION FILL MATERIAL SHALL BE APPROVED SAND/CLAY FILL AND SHALL BE PLACED AND COMPACTED IN 12" (MAXIMUM) LIFTS TO 95% MODIFIED PROCTOR DESNSITY. 4. ALL CONCRETE USED SHALL BE IN ACCORDANCE WITH ACI 318 AND SHALL OBTAIN A MINIMUM 28-DAY ALL CONCRETE USED SHALL BE IN ACCORDANCE WITH ACI 318 AND SHALL OBTAIN A MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI. 5. ALL CONCRETE REINFORCING MATERIAL SHALL BE MINIMUM GRADE 40 AND SHALL CONFORM TO ASTM A- ALL CONCRETE REINFORCING MATERIAL SHALL BE MINIMUM GRADE 40 AND SHALL CONFORM TO ASTM A- 615, A 616, A 617, OR A 706. MAINTAIN A MINIMUM OF 3 INCHES OF CONCRETE COVER BETWEEN OUTSIDE EDGE OF CONCRETE AND OUTSIDE EDGE OF REINFORCING STEEL IN FOUNDATION FOOTINGS.

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ALL

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30%%P PSF

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EFFECTIVE AREA (FT^2) DESIGN PRESSURE (PSF)

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END ZONES ( ZONE 5 ): WITHIN 6' OF CORNERS.

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ALL

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35%%P PSF

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APPROVED CONNECTORS

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THESE DETAIL SHEETS SPECIFY MITEK AND SIMPSON CONNECTORS.

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THE FLORIDA BUILDING CODE PRODUCT APPROVAL NUMBER FOR

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MTW20

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SPT4

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SPT6

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RT7

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MSTA30

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PAU44

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PAU66

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CONNECTORS

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FL17244-R8

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FL17236-R11

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FL17239-R10

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RT3A

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MSTA24

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AND SPECIFICATIONS FOR MAXIMUM RESISTANCE.

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EACH SPECIFIED CONNECTOR IS LISTED AS FOLLOWS:

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FBC 2023

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LSTA36

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SPTH4/6

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MSTA18

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RS150

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RSPT4

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MTW18

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KST237

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HGT-2

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MITEK

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APPROVAL NO.

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MTS20

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SP4

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SP6

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AutoCAD SHX Text H10A

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CONNECTORS

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FL13872-R5

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FBC 2023

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APPROVAL NO.

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SIMPSON

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FL10456-R8

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FL10456-R8

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SP2

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HTT4/5

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MTS30

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HGT-3

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MSTA18

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CMSTC16

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STHD10/14

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FL10441-R9

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CMST14

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FOUNDATION ANCHOR NUT ----- ASTM A563

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FOUNDATION ANCHOR WASHER ----- ASTM F436

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FL10456-R8

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FL10456-R8

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FL10456-R8

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TITEN HD

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FL15730-R9

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ANCHOR

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SET EPOXY:

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FL16230-R10

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THREADED RODS, NUTS, WASHERS, AND COUPLERS SHALL BE MINIMUM ASTM A36,

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A307 GRADE C MATERIAL PRODUCED FROM 1006-1010 STEEL AND SHALL BE EITHER

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ZINC OR GALVANIZED COATED IAW ASTM B633 OR ASTM A153 CLASS C RESPECTIVELY.

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HPAHD22

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FL17249-R11

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FL10456-R8

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FL10456-R8

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FL13872-R5

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FL13872-R5

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FL13872-R5

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FL13872-R5

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FL17244-R8

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FL17244-R8

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FL17244-R8

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FL17244-R9

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FL17244-R9

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FL17236-R11

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FL17239-R10

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FL16230-R10

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MASONRY

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CONCRETE

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FL11473-R6

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LGT2

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FL17244-R9

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FL17244-R9

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FL17244-R9

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FL17244-R9

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FL17244-R9

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FL17244-R9

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FL17244-R9

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FL13872-R5

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FL13872-R5

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ABU44

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FL10860-R8

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ABU66

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FL10860-R8

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ABU88

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FL10860-R8

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1. SYNTHETIC FIBERMESH REINFORCEMENT - SEE NOTE BELOW. SYNTHETIC FIBERMESH REINFORCEMENT - SEE NOTE BELOW. CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTH SHALL BE 1/2 INCH TO 2 INCHES (13 TO 51 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD (0.45 TO 0.89 KG/M^3) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C 1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C 1116 WHEN REQUESTED BY THE BUILDING OFFICIAL; OR, 2. 6"x6" W1.4 x W1.4 WELDED WIRE MESH - SEE NOTE BELOW. CONCRETE SLABS ON GROUND CONTAINING 6X6 W1.4 X W1.4 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN THE UPPER 1/3 OF THE SLAB. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO EXCEED 3 FT (914 MM) OR IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WELDED PLAIN WIRE REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A 185, STANDARD SPECIFICATION FOR STEEL WELDED WIRE REINFORCEMENT FABRIC, PLAIN, FOR CONCRETE REINFORCEMENT. 3. #3 HORIZONTAL BARS @ 36" O.C. EACH WAY ON CHAIRS WITH BARS CENTERED IN SLAB.#3 HORIZONTAL BARS @ 36" O.C. EACH WAY ON CHAIRS WITH BARS CENTERED IN SLAB.

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PAHD42

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FL17249-R11

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STAHD14

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FL17249-R11

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DESIGN LOADS

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ROOF LIVE LOAD = 20 PSF

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1. WIND RESISTANT DESIGN IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2023, RESIDENTIAL VOLUME.

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2. DESIGN LOADING:

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A. DEAD AND LIVE LOADS PER FLORIDA BUILDING CODE 2023 AND ASCE 7-22.

AutoCAD SHX Text B. WIND LOADS COMPUTED IN ACCORDANCE WITH ASCE 7-22, DIRECTIONAL PROCEDURE, MAIN WIND FORCE RESISTING SYSTEM.

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3. THIS STRUCTURE DESIGNED FOR THE FOLLOWING CONDITIONS:

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BASIC WIND SPEED / WIND VELOCITY:

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%%U150 MPH (ULTIMATE DESIGN SPEED - V ULT)

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%%U116 MPH (NOMINAL DESIGN SPEED - V ASD)

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BUILDING CATEGORY: II

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BUILDING TYPE:

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%%UENCLOSED

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TERRAIN EXPOSURE CATEGORY: B (ALL SIDES/DIRECTIONS)

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INTERNAL PRESSURE COEFFICIENT: +/- 0.18

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GUST EFFECT FACTOR: 0.85

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ROOF DEAD LOAD = 20 PSF

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5. THIS DESIGN IS NOT APPLICABLE TO ANY LOCATION OR USE NOT FULLY MEETING ALL OF THE ABOVE CRITERIA.

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6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS.

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4. COMPONENTS AND CLADDING: (USE STANDARD TABLE SECTION FOR C&C WALL PRESSURES FOR APPROPRIATE WIND SPEED)

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CONC. SLAB-ON-GRADE, SEE FOUNDATION NOTES FOR REINF. REQ'MENTS

AutoCAD SHX Text 2x" WALL FRAMING, SEE SCHEDULE

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STRUCTURAL WALL SHEATHING, SEE SCH.

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CMU STEMWALL W/ VERT. REINF. SEE SCH. FOR REQ'MENTS

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APPROX. GRADE

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FOUNDATION REINF., SEE SCHEDULE

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CONC. FOUNDATION, SEE SCHEDULE

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CONC. SLAB-ON-GRADE, SEE FOUNDATION NOTES FOR REINF. REQ'MENTS

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CONT. #4 BAR, HKD. AT CORNERS

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STRUCTURAL WALL SHEATHING, SEE SCH.

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CMU STEMWALL W/ VERT. REINF. SEE SCH. FOR REQ'MENTS

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SILL PLATE ANCHORAGE SEE SCHEDULE

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HEADER BLOCK

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6 MIL POLY VAPOR BARRIER OVER SANDY COMPACTED FILL (95% MOD. PROCTOR DENSITY)

AutoCAD SHX Text #4 BENT BAR, EXTEND 24" MIN. INTO SLAB, PROVIDE 25" MIN LAP, MATCH VERT. REINF. SPACING

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CONT. #4 BAR

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AutoCAD SHX Text #4 @ 48" c/c

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(2) #4

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(1) #4 Horiz

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AutoCAD SHX Text #4 @ 32" c/c

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(4) #4

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AutoCAD SHX Text #4 @ 24" c/c

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(4) #4

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AutoCAD SHX Text #4 @ 16" c/c

AutoCAD SHX Text 12" x 36"

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(4) #4

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BRICK VENEER OR APPR. SIDING, REF. ARCH.

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GROUT VOID SOLID BELOW GRADE

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BRICK VENEER OR APPROV. SIDING, IF APPLICABLE

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CONT. #4 BAR

AutoCAD SHX Text #4 X1'-0" DOWELS @ 2' O.C. (MAX.). EPOXY GROUT IN PLACE USING SIMPSON SET XP. EMBED INTO CMU. 6" MIN.

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BRICK VENEER OR APPR. SIDING, REF. ARCH.

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(3) #4 BARS CONT.

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APPROX. EXT. GRADE

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CONC. SLAB ON GRADE, SEE FOUNDATION NOTES FOR REINF. REQ'MENTS

AutoCAD SHX Text 2x" WALL FRAMING, SEE SCHEDULE

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STRUCTURAL WALL SHEATHING, SEE SCH.

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6 MIL POLY VAPOR BARRIER OVER SANDY COMPACTED FILL (95% MOD. PROCTOR DENSITY)

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SILL PLATE ANCHORAGE (SEE SCHEDULE)

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BRICK VENEER OR APPR. SIDING REF. ARCH.

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(3) #4 BARS CONT.

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VAPOR BARRIER

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1'-0" MIN.

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FOUNDATION REINF., SEE SCHEDULE

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CONC. FOUNDATION, SEE SCHEDULE

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SILL PLATE ANCHORAGE SEE SCHEDULE

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STRUCTURAL WALL SHEATHING IF REQ'D, SEE SCH. AND/OR ARCH. PLAN.

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BRICK VENEER OR APPROV. SIDING, IF APPLICABLE

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VAPOR BARRIER

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(3) #4 BARS CONT. (3" CLR., TYPICAL)

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AutoCAD SHX Text 2x" WALL FRAMING, SEE SCHEDULE

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STRUCTURAL WALL SHEATHING IF REQ'D, SEE SCH.

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SILL PLATE ANCHORAGE SEE SCHEDULE

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3" TYP.

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EXT. & INT. SHEARWALLS

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7/16" OSB OR CDX

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ROOF (METAL)

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ROOF (ASPH SH)

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15/32" OSB OR CDX

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19/32" OSB OR CDX

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9'-1" MAX.

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(2) 2"x12" SYP No. 2

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(2) 1-3/4"x11-1/4" LVL

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FRONT

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(1) MSTA24

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(2) MSTA24

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(2) MSTA24/ ABU 66

AutoCAD SHX Text NOTES: 1. SHEATHING APPLIED TO ONE SIDE ONLY, U.N.O. SHEATHING APPLIED TO ONE SIDE ONLY, U.N.O. 2. STRUCTURAL WALL SHEATHING MAY BE ORIENTED HORIZONTALLY OR VERTICALLY PROVIDED ALL PANEL EDGES STRUCTURAL WALL SHEATHING MAY BE ORIENTED HORIZONTALLY OR VERTICALLY PROVIDED ALL PANEL EDGES ARE BLOCKED/BACKED BY STRUCTURAL FRAMING. 3. WINDSTORM FULL HGT. WALL SHEATHING MAY BE USED IN LIEU OF STD. LENGTH SHEETS PROVIDED TWO ROWS WINDSTORM FULL HGT. WALL SHEATHING MAY BE USED IN LIEU OF STD. LENGTH SHEETS PROVIDED TWO ROWS OF NAILS SPACED PER EDGE FASTENING REQ'MENTS IS INSTALLED IN DOUBLE TOP-PLATE, ONE ROW PER PLATE. IN LIEU OF USING WINDSTORM, THE SP4/6 STUD PLATE TIES MAY BE ELIMINATED EXCEPT AT WALL OPENING LOCATIONS, STUD PLATE TIES SHALL STILL BE PROVIDED AT THE TOP & BOTT. OF KING STUDS AND ACROSS HEADER BEAMS. 4. AT MINIMUM, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS. SEE DETAILS SHOWN ON AT MINIMUM, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS. SEE DETAILS SHOWN ON THESE SHEETS FOR SPECIFICATIONS, MATERIALS, AND NAIL SPACING REQUIREMENTS. SPECIFICATIONS, MATERIALS, AND NAIL SPACING REQUIREMENTS. 5. 1/2" OR 5/8" (NOMINAL) APA RATED T-111 STRUCTURAL SHEATHING MAY BE SUBSTITUTED FOR 7/16" APA 1/2" OR 5/8" (NOMINAL) APA RATED T-111 STRUCTURAL SHEATHING MAY BE SUBSTITUTED FOR 7/16" APA RATED OSB STRUCTURAL SHEATHING ON INTERIOR AND/OR EXTERIOR SHEARWALLS. (THE SAME FASTENER & PATTERN STILL APPLIES). 6. STRUCTURAL WOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING STANDARDS AND STRUCTURAL WOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING STANDARDS AND PUBLICATIONS. A. CONSTRUCITON AND INDUSTRIAL PLYWOOD VOLUNTARY PRODUCT STANDARDS PS 1. A. CONSTRUCITON AND INDUSTRIAL PLYWOOD VOLUNTARY PRODUCT STANDARDS PS 1. CONSTRUCITON AND INDUSTRIAL PLYWOOD VOLUNTARY PRODUCT STANDARDS PS 1. B. PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL - USE PANELS, VOLUNTARY PRODUCT PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL - USE PANELS, VOLUNTARY PRODUCT STANDARD PS 2. C. PERFORMANCE STANDARDS AND QUALIFICATION POLICY FOR STRUCTRUAL - USE PANELS PRP-108, APA. PERFORMANCE STANDARDS AND QUALIFICATION POLICY FOR STRUCTRUAL - USE PANELS PRP-108, APA. 7. ROOF AND WALL PANELS SHALL BE APA RATED, EXPOSURE 1 WITH THICKNESS AND SPAN RATING AS NOTED ROOF AND WALL PANELS SHALL BE APA RATED, EXPOSURE 1 WITH THICKNESS AND SPAN RATING AS NOTED IN TABLE ABOVE.

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PROVIDE 2-PLY STUD PACK MIN. AT INSTALL LOCATIONS

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MUDSILL ANCHOR; SIMPSON STDH 10/14 OR APPROVED EQUAL

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#4 HORIZ. BAR INSTALLED 3" TO 5" FROM TOP OF SLAB, MIN. REBAR LENGTH = 24"

AutoCAD SHX Text 5/8" THREADED ROD, IFAPPLICABLE. SEE PLAN. NOTE: 1/2" ACCEPTABLEW/ REDUCING COUPLER

AutoCAD SHX Text 2"x_" WALL FRAMING

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2"X2"X1/8" WASHER & NUT.

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P.T. SILL PLATE

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5/8" ANCHOR BOLT.

AutoCAD SHX Text 10"

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2" HOOK

AutoCAD SHX Text 3'x3'x1/4" WASHER & NUT

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DOUBLE TOP PLATE

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TENSION TIE: SIMPSON HTT4/ HTT5 OR APPR. EQUAL

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BOTTOM SILL PLATE

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PROVIDE 2-PLY STUD PACK MIN. AT INSTALL LOCATIONS

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SEE FBC 2023 TABLE R301.2(2) AND FIGURE R301.2(7)

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5/8" ANCHORBOLT (7" MIN. EMBEDM'T).

AutoCAD SHX Text NOTE: FOR THREADED ROD SYSTEM A.B. RETROFIT: INSTALL SIMPSON TITEN HD ROD COUPLER (MODEL No. THD50934 RC) INSTALL SILL PLATE RETROFIT ANCHOR PER MANUFACTURERS SPECIFICATIONS INCLUDING BUT NOT LIMITED TO; EMBEDMENT, INSTALLATION THROUGH BLOCKING & SILL PLATE, ETC.

AutoCAD SHX Text SPANS TO 8'-0' (2) 2"x12" SYP No. 2 SPANS TO 16'-0" 2-PLY 1-3/4" x 11-1/4" LVL BEAMS

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(1) #4 Horiz

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(1) #4 Horiz

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(1) #4 Horiz

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U.N.O. SEE FLOORPLANSEE FLOORPLAN

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U.N.O. SEE FLOORPLANSEE FLOORPLAN

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NOTE: FOR SIDING, 5" BRICK LEDGE NOT REQ'D

AutoCAD SHX Text 2-16d COMMON NAIL AT 6" O.C. FULL HEIGHT

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CORNER STUD

AutoCAD SHX Text CORNER HOLDOWN TO BE LOCATED ON EA. SIDE OF CORNER AT STUD PACK U.N.O., SEE FOUND. OR FLR. PLAN

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P.T. SILL PLATE. (TYPICAL)

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3 PLY STUD PACK AT END OF WALL SEGMENT FULL STUDS ONLY. NO BLOCKING

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PROVIDE AT ALL EXTERIOR LOAD BRG. WALLS & INTERIOR SHEARWALLS. (IF APPLICABLE).

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#4 HORIZ. AT HEADER BLOCK

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3-#4 MIN. U.N.O.

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9 GA. HORIZ. JOINT REINF. (IF REQ'D, SEE STEMWALL SCH).

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#4 BENT BAR 25" MIN. LAP

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(4) #4 (MIN. U.N.O.).

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#4 HORIZ. AT HEADER BLOCK

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9 GA. HORIZ. JOINT REINF. (IF REQ'D, SEE STEMWALL SCH).

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25" MIN. LAP

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GROUT ALL CELLS SOLID

AutoCAD SHX Text FILL ALL CELLS WITH 2500 PSI CONCRETE-RECOMMEND NO MORE THAN 5 VERTICAL COURSES AT A TIME. USE VIBRATORY METHODS AS REQUIRED TO ELIMINATE VOIDS / "HONEY COMBING". EXERCISE CAUTION WORKING AROUND WALL DURING CONSTRUCTION. STEMWALL IS NOT DESIGNED TO WITHSTAND HEAVY LOADS (SUCH AS THOSE IMPOSED WITH HEAVY EQUIPMENT) UNTIL CONC. SLAB & REINF. IS IN PLACE AND CURED A MIN OF 7 DAYS. ALL REINFORCING STEEL TO BE GRADE 40 (MINIMUM). ALL FILL MATERIAL TO BE PLACED AND COMPACTED IN 12" LIFTS TO 95% MODIFIED PROCTOR. PROVIDE MINIMUM NO. 9 GAGE WIRE JOINT REINFORCEMENT IN HORIZONTAL JOINTS AT 16" O.C. FOR STEMWALLS EXCEEDING 4 COURSES IN HEIGHT. PROVIDE (1) #4 HORIZONTAL BAR IN HEADER BLOCK AS SHOWN, HKD. AT CORNERS. BEND VERT. BARS IN HEADER BLOCK AND EXTEND INTO SLAB A MIN. OF 24". PROVIDE MIN. 25" LAP. PROVIDE MIN. 18" OF SOIL COVER OVER FTG. FOR STEMWALLS EXCEEDING 6 COURSES IN HEIGHT.

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NOTES:

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1. N/A

AutoCAD SHX Text SILL PLATE ANCHORAGE SCHEDULE AT ALL INTERIOR & EXTERIOR LOAD BEARING & SHEARWALLS. 5/8" x 10" J-BOLTS W/2"x2"x1/8" WASHER & NUT, (7" MIN. EMBEDMENT) SPACED AT 48" C/C & WITHIN 8" EA. SIDE OF ALL WALL OPENINGS & CORNERS, U.N.O. HOLD-DOWNS SELECT (1) OF THE 3 OPTIONS: SELECT (1) OF THE 3 OPTIONS: 1. THREADED ROD SYSTEM THREADED ROD SYSTEM 2. SIMPSON HTT4/5 TENSION TIE SIMPSON HTT4/5 TENSION TIE 3. SIMPSON STHD 10/14 MUDSILL SIMPSON STHD 10/14 MUDSILL SEE FOUNDATION AND / OR FLOOR PLAN FOR LOCATIONS.

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STUD PLATE TIE. SEE SCH.

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FOUNDATION REINF. SEE SCH. (3" CLR.) TYPICAL

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STUD PLATE TIE. SEE SCH.

AutoCAD SHX Text P.T. 2"x4"/6" BOTTOM PLATE2"x4"/6" BOTTOM PLATE

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4" SLAB 2500 PSI CONCRETE

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6 MIL. VAPOR BARRIER

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SAND/CLAY COMPACTED

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(3) #5 HORIZONTAL BARS #5 HORIZONTAL BARS CONTINUOUS IN FOOTING,

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ANCHOR BOLTS PER PLANS

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SLAB REINF. PER PLANS

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1- #5 HORIZONTAL BAR

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#5 VERTICAL BAR @ 32" O.C. HOOKED AT BOTTOM AND BENT INTO SLAB 24" MIN.

AutoCAD SHX Text 1'-9"

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STUD PLATE TIE. SEE SCH.

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STUD PLATE TIE. SEE SCH.

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STUD PLATE TIE. SEE SCH.

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HOLD DOWN, SEE PLAN

AutoCAD SHX Text NOTES: 1. DOUBLE TOP PLATES SHALL BE SPRUCE PINE FIR No. 2, U.N.O. DOUBLE TOP PLATES SHALL BE SPRUCE PINE FIR No. 2, U.N.O. 2. BOTTOM SILL PLATES SHALL BE SOUTHERN YELLOW PINE No. 2 P.T., U.N.O. BOTTOM SILL PLATES SHALL BE SOUTHERN YELLOW PINE No. 2 P.T., U.N.O. 3. STUD PLATE TIES: SP4/6 AT 32" C/C. TOP AND BOTTOM AT ALL EXTERIOR AND INTERIOR LOAD BEARING / STUD PLATE TIES: SP4/6 AT 32" C/C. TOP AND BOTTOM AT ALL EXTERIOR AND INTERIOR LOAD BEARING / SHEARWALLS, AT EA. KING STUD TOP AND BOTTOM, AND AT 32" C/C ACROSS HEADER BEAMS. 4. NOTE: SIMPSON SP4/6 OR USP SPH4/6 STUD TO PLATE CONNECTORS ALTERNATES: WHERE FULL HEIGHT NOTE: SIMPSON SP4/6 OR USP SPH4/6 STUD TO PLATE CONNECTORS ALTERNATES: WHERE FULL HEIGHT TE: SIMPSON SP4/6 OR USP SPH4/6 STUD TO PLATE CONNECTORS ALTERNATES: WHERE FULL HEIGHT WHERE FULL HEIGHT (WINDSTORM OR EQUAL) WALL SHEATHING IS APPLIED TO THE EXTERIOR WALLS AND INTERIOR SHEARWALLS IN ACCORDANCE WITH THESE PLANS, SIMPSON CLIPS THAT MAY BE USED TO REPLACE THE SP4/6 CONNECTORS ARE: SSP (FL13872.23), DSP (FOR DOUBLE STUDS) (FL13872.23), TSP (FL13872.23), SP1 (FL10456.11), AND SP2 (FL10456.11). USP CONNECTORS THAT MAY BE USED TO REPLACE THE SPH4/6 CONNECTORS ARE: RSPT6 (FL17244.29), RSPT6-2 (FOR DOUBLE STUDS) (FL17244.29), SPT22 (FL17244.30), SPT24 (FL17244.31). THESE ALTERNATE CONNECTORS MAY BE USED AT THE TOP AND BOTTOM OF FULL HEIGHT STUDS AT HEADERED OPENINGS AND TO CONNECT THE TOP PLATES TO THE HEADERS ACROSS THE OPENINGS AT 32 ” O.C. NOTE: GIRDER TIE DOWNS TO BE IAW THE DETAILS SHOWN ON THIS SHEET. SIMPSON RSP4 (FL10456.9), NOTE: GIRDER TIE DOWNS TO BE IAW THE DETAILS SHOWN ON THIS SHEET. SIMPSON RSP4 (FL10456.9), SHOWN ON THIS SHEET. SIMPSON RSP4 (FL10456.9), SHOWN ON THIS SHEET. SIMPSON RSP4 (FL10456.9), AND USP RSPT4 (FL17244.28) MAY ALSO BE USED, BUT ONLY ALONG WALLS SUPPORTING JACK TRUSSES. SI BE USED, BUT ONLY ALONG WALLS SUPPORTING JACK TRUSSES. SI BE USED, BUT ONLY ALONG WALLS SUPPORTING JACK TRUSSES. SI SI 5. SIMPSON SDWC15450 / 15600 (FL. NO. 13975-R5) STUD TO PLATE STRUCTURAL SCREWS MAYBE USED IN SIMPSON SDWC15450 / 15600 (FL. NO. 13975-R5) STUD TO PLATE STRUCTURAL SCREWS MAYBE USED IN LOCATIONS WHERE SP4/SP6 STUD TO PLATE CONNECTORS ARE REQUIRED. INSTALL THE SCREWS PER THE MANUFACTURER'S INSTRUCTIONS. THE SP4 STRAPS ARE STILL REQUIRED FOR CONNECTING THE HEADERS/BEAMS TO THE TOP PLATE WHERE APPLICABLE. 6. FASTEN EA. PLY OF REQ'D STUDPACK W/ 12d NAILS AT 6" C/C STAGGERED. FASTEN EA. PLY OF REQ'D STUDPACK W/ 12d NAILS AT 6" C/C STAGGERED. 7. LVL BEAMS SPECIFIED SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: FB = 2600 PSI; FV = 285 PSI; = 2600 PSI; FV = 285 PSI; E = 2X10^6 PSI; FC = 750 PSI.

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36" MAX.

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J-BOLT FOUNDATION ANCHOR ----- ASTM F1554 (36 KSI)

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ALL CONNECTORS (SIMPSON OR MITEK) SHALL BE INSTALLED

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IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS

AutoCAD SHX Text 2"x4"

AutoCAD SHX Text SPF No.2

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10'-1" MAX.

AutoCAD SHX Text 12" C/C

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ADDRESS: 5801 FRANK PITTMAN ROAD, MILTON, FLORIDA

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STANDARD: ASCE/SEI7-22

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RISK CATEGORY: II

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WIND SPEED: 141 MPH

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SHEAR WALL -7/16" APA RATED OSB ON ONE SIDE.

AutoCAD SHX Text TOP PLATE/STUD: MITEK SPT6 AT 32" O.C. W/ (6) 10d x 1-1/2" NAILS, EACH STRAP

AutoCAD SHX Text MITEK RT16 W/ (8) 8d x 1-1/2" NAILS IN TOP PLATE AND (8) 8d x 1-1/2" NAILS IN TRUSS.

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DRY WALL IS NOT SHOWN, BUT MAY BE APPLIED OVER SHEATHING.

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FOR SHEAR WALL -7/16" APA RATED OSB ON ONE SIDE.

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SILL PLATE ANCHORAGE, SEE SCHEDULE

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THICKENED SLAB AT GARAGE STEPDOWN

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(3) #4 HORIZONTAL REBAR IN FOOTING

AutoCAD SHX Text 2x6 SPACED AT 24" O.C.

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(2) 12d NAILS

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BOTTOM CHORD OF TRUSSES

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(4) 12d NAILS

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NOTE: PROVIDE EDGE NAILING AT EA. TRUSS TOP CHORD

AutoCAD SHX Text 24/16

AutoCAD SHX Text 32/16

AutoCAD SHX Text 40/20

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PORCH CEILINGS

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7/16" OSB OR CDX

AutoCAD SHX Text 3" O.C./8" O.C.

AutoCAD SHX Text 24/16

AutoCAD SHX Text 8d COMMON OR RINGSHANK

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STEP BARS. MATCH NUMBER & SIZE OF LONG FOOTING REINFORCEMENT

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LONGITUDINAL FOOTING REINFORCEMENT

AutoCAD SHX Text 24"

AutoCAD SHX Text 24"

AutoCAD SHX Text 16"

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8" OR 16"

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NOTE:

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CONTRACTOR OR SUBCONTRACTOR

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IS TO VERIFY ALL DIMENSIONS IN

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THE FIELD, PRIOR TO CONSTRUCTION.

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NOTIFY RESIDENTIAL DESIGNER OF

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ANY DISCREPANCIES ON PLANS.

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DATE:

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DRAWING NOT VALID UNLESS SIGNED AND SEALED

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BY ENGINEER OF RECORD

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JONATHAN W. KILCREASE, P.E.

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FL. LICENSE NO. 53577

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ALAN M. MILLER, P.E.

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FL. LICENSE NO. 78008

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S.F. UNDER ROOF

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S.F. LIVING AREA

AutoCAD SHX Text FLORIDA CERTIFICATE OF AUTHORITY NO. 8983 6555 CAROLINE STREET MILTON, FLORIDA 32570 PH:(850) 623-9493 E-MAIL: ssudalan@gmail.com ssuds Image ssuds

NONE

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALAN M. MILLER ON THE DATE ADJACENT TO THE SEAL. SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

NOT TO SCALE

SOFFIT DETAILS

SON

ong-Tieø

SON

ong-Tieø

NOTE: SEE TRUSS LAYOUT FOR

GIRDER LOCATIONS AND UPLIFTS

GIRDER ANCHOR FOR

UPLIFTS UP TO 2540 LBS

NOT TO SCALE

GIRDER TRUSS ANCHORS

NOT TO SCALE

TRUSS ANCHOR REQUIREMENTS

TRUSS UPLIFT TO 535 LBs LATERAL LOAD CAPACITY 110 LBs

TRUSS UPLIFT TO 850 LBs LATERAL LOAD CAPACITY 450 LBs

TRUSS UPLIFT TO 1385 LBs LATERAL LOAD CAPACITY 560 LBs

GIRDER ANCHOR FOR

UPLIFTS UP TO 1850 LBS

GIRDER ANCHOR

FOR UPLIFTS UP

TO 1500 LBS

GIRDER ANCHOR

FOR UPLIFTS UP

TO 1000 LBS

NOT TO SCALE

TYPICAL WALL & ROOF FRAMING

NOT TO SCALE

AT GIRDERS WITH AN UPLIFT UP TO

2,800 LBs

AT GIRDERS WITH AN UPLIFT UP

TO 5,600 LBs, USE 2 TIES - ONE

EACH SIDE OF 3-PLY STUD PACK

AT GIRDERS WITH AN UPLIFT UP

TO 1,500 LBs @ > 8" FROM

CORNERS

ANCHORS AT BASE OF STUD PACKS UNDER

GIRDER TRUSS

PIGGYBACK TRUSS ASSEMBLY BRACING

NOT TO SCALE

NOTES:

NOT TO SCALE

TRUSS BEARING BLOCK DETAILS

(IF REQUIRED)

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AutoCAD SHX Text FLORIDA APPROVED VINYL SOFFIT AND J-CHANNEL TO BE FASTENED TO 1"x4" NAILING STRIPS USING ALUMINUM, GALVANIZED, STAINLESS STEEL OR RUST PREVENTIVE COATED NAILS OR OTHER APPROVED CORROSIVE-RESISTANT FASTENERS SPECIFIED BY MANUFACTURE'S SPECIFICATIONS. FIBER-CEMENT PANELS MAY BE USED. PANELS MUST BE A MIN. OF 1/4" THICK AND SHALL COMPLY WITH REQUIREMENTS OF ASTM C1186, TYPE A, MIN. GRADE II OR ISO 8336, CATEGORY A, MIN. CLASS 2, SOFFIT PANELS SHALL BE INSTALLED WITH SPANS & FASTENERS IN ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL SPECIFICATIONS & LIMITATIONS OF USE. 7/16" APA APPROVED OSB OR PLYWOOD MAY BE USED IN LIEU OF SOFFIT MATERIALS FOR DESIGN PRESSURES UP TO 80 PSI & FASTENED W/ 8d COMMON NAILS SPACED AT 3" O.C. OR 10d NAILS SPACED AT 3" O.C. FOR DESIGN PRESSURES BETWEEN 81 PSI & 90 PSI. 15/32" THICKNESS SHEATHING MUST BE USED WITH SAME FASTENER SPACING.

AutoCAD SHX Text HORIZONTAL 2"x4" BLOCKING SPACED AT A MAX. OF 48" O.C., FACE NAILED INTO SIDE FACE NAILED INTO SIDE OF TRUSS USING (3) 16d NAILS AND TOE-NAILED INTO NAILER/BLOCKING/STUD/ HEADER USING (3) 16d NAILS

AutoCAD SHX Text 2"x4/6" STUD WALL

AutoCAD SHX Text

WALL SHEATHING

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APPROVED SIDING OR BRICK VENEER

AutoCAD SHX Text FL APPROVED VINYL SOFFIT AND J-CHANNEL TO BE FASTENED TO PER MFR'S SPECIFICATIONS. 7/16" APA APPROVED OSB OR PLYWOOD MAY BE USED IN LIEU OF SOFFIT MATERIAL. SHEATHING TO BE FASTENED W/ 8d NAILS @ 3" O.C. MAX. SPACING.

AutoCAD SHX Text

J-CHANNEL

AutoCAD SHX Text MIN. 2"x4" FASCIA W/ (2) 16d NAILS 2"x4" FASCIA W/ (2) 16d NAILS IN TRUSS TAIL AND (2) 16d NAILS IN HORIZONTAL BLOCKING

AutoCAD SHX Text

ALUMINUM EAVE METAL OVER ALUMINUM WRAPPED FASCIA

AutoCAD SHX Text ROOF SHEATHING EDGE NAILED INTO TOP OF FASCIA USING 8d RING SHANK NAILS SPACED AT 3" O.C. MAX.

AutoCAD SHX Text MIN. 1"x4" NAILING STRIPS FASTENED 1"x4" NAILING STRIPS FASTENED TO HORIZONTAL 2"x4" BLOCKING USING (2) 16d NAILS INTO EACH BLOCK. 16d NAILS INTO EACH BLOCK. NUMBER REQ'D. AND SPACING IS AS REQ'D. TO MEET SOFFIT MFR. INSTALLATION INSTRUCTIONS.

AutoCAD SHX Text 2"x4" NAILER FASTENED TO EXTERIOR OF WALL USING (2) 16d NAILS EVERY 16" O.C. NOTE: BLOCKING MAY BE USED BETWEEN BLOCKING MAY BE USED BETWEEN STUDS ON INTERIOR OF WALL IN LIEU OF EXTERIOR CONTINUOUS NAILER OR HORIZ. BLOCKING MAY BE NAILED INTO STUD OR SOLID HEADER BEAM.

AutoCAD SHX Text MITEK RT7: (5) 8d NAILS IN TOP PLATE (5) 8d NAILS IN TRUSS UPLIFT CAPACITY = 535 LBs LATERAL CAPACITY = 110 LBs

AutoCAD SHX Text MITEK RT16 CLIP: (8) 8d NAILS IN TOP PLATE (8) 8d NAILS IN TRUSS UPLIFT CAPACITY = 850 LBs LATERAL CAPACITY = 450 LBs

AutoCAD SHX Text MITEK RT7: (5) 8d NAILS IN TOP PLATE (5) 8d NAILS IN TRUSS UPLIFT CAPACITY = 535 LBs LATERAL CAPACITY = 110 LBs

AutoCAD SHX Text MITEK RT16 CLIP: (8) 8d NAILS IN TOP PLATE (8) 8d NAILS IN TRUSS UPLIFT CAPACITY = 850 LBs LATERAL CAPACITY = 450 LBs

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(2) MITEK RT18T STRAPS (7) 16d NAILS IN GIRDER TRUSS (7) 16d NAILS IN PLATE AND STUDS (TOTAL)

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GIRDER TRUSS

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TOP PLATE

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STUD PACK

AutoCAD SHX Text INSTALL LTG2 TIE-DOWN W/ (8) 8d NAILS 8d NAILS INTO TOP PLATE & (16)-16d NAILS IN STUD PACK.

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TOP PLATE

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GIRDER TRUSS

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STUD PACK

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STUD PACK

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STUD PACK

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TOP PLATE

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TOP PLATE

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(1) USP LFTA6 STRAPS (8) 16d NAILS IN TOP PLATE (8) 16d NAILS IN STUD PACK

AutoCAD SHX Text USP RT7: (5) 8d NAILS IN TOP PLATE (5) 8d NAILS IN STUD PACK

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GIRDER TRUSS, SEE DETAILS FOR ANCHORAGE & STUD PACK REQ'MENTS.

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PANEL EDGE NAILING

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ROOF SHEATHING, SEE SCHEDULE

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INTERIOR NAILING

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PRE-ENG. WOODEN TRUSSES

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STUD AND HEADER PLATE TIE: SEE SCHEDULE & UNDER NOTES, #3.

AutoCAD SHX Text ANCHORAGE PER TRUSS MANUF.'S LOAD REQ'MENTS INSTALLED ON THE EXT. FACE OF THE WALL DIRECTLY TO FRAMING

AutoCAD SHX Text DOUBLE 2"x_" TOP-PL.

AutoCAD SHX Text PERIMETER FASCIA W/ BLOCKING & FL APPR. VINYL SOFFIT, INSTALL PER MFG. INSTRUCTIONS

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PANEL EDGE BLOCKING

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WALL STUDS, SEE SCH.

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STUD PLATE TIE: SEE SCHEDULE

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CONC. SLAB

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SILL PLATE ANCHORAGE, SEE SCHEDULE

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#4 BENT BAR, EXTEND 24" INTO SLAB

AutoCAD SHX Text 2"x PT SILL PL.

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#4 BAR CON'T. AT HEADER BLOCK

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8" REINF. CMU STEMWALL OR MONOLITHIC TURNDOWN. SEE S-1 FOR FOUNDATION OPTIONS

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CON'T. REINF. FTG.

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STUD PLATE TIE: SEE SCHEDULE

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VERT. REINF. IN FULLY GROUTED CELLS

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PROVIDE CORNER BARS FOR CONTINUITY

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WALL SHEATHING, SEE SCHEDULE

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PANEL EDGE NAILING

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INTERIOR NAILING

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HIP TRUSS, IF APPLICABLE

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HEADER STRAPS, SEE SCHEDULE

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JACK STUD. SEE SCH.

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KING ST. SEE SCH.

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EDGE NAIL

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HEADER, SEE SCHEDULE

AutoCAD SHX Text

TOP PLATE SPLICE REQUIREMENTS

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BUILDING

AutoCAD SHX Text DIMENSION (ft.)

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MIN. SPLICE

AutoCAD SHX Text LENGTH (ft.)

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 28'-0"

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text 36'-0"

AutoCAD SHX Text 40'-0"

AutoCAD SHX Text 50'-0"

AutoCAD SHX Text 60'-0"

AutoCAD SHX Text 70'-0"

AutoCAD SHX Text 80'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text HTT4/5 TENSION TIE W/ (26) 16d NAILS

AutoCAD SHX Text USP RSPT4/6 AT BASE OF EACH STUD IN STUD PACK (MIN. 3 STUDS). - (12) 10d NAILS IN EACH STUD)

AutoCAD SHX Text PROVIDE 10" (5/8" DIAM.) J-BOLT W/ 3"x3"x1/4" WASHER WITHIN 12" OF EACH SIDE OF STUD PACK. (MIN. 12" SEPARATION BETWEEN THE TWO J-BOLTS.

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FLAT TOP CHORD, TYP.

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CLR

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CLR

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CLR

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CLR

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CLR

AutoCAD SHX Text NOTE: CONTRACTOR OPTION, PLYWOOD FLAT TOP TRUSS (7/16" OSB) BLOCK ALL PANEL EDGES, FASTEN W/ 8d NAILS AT 3" C/C EDGE & 8" INTERIOR SPACING, COORD. W/ TRUSS MANUF.

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SLOPED TOP CHORD

AutoCAD SHX Text 2"x4" SYP No. 2 DIAGONAL BRACING AT 10'-0" INTERVALS MAX. FASTEN TO EA. TRUSS CHORD W/ (2) 12d NAILS

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SLOPED TOP CHORD

AutoCAD SHX Text NOTE: SEE FBC FIGURE 2303.4.1.2(3) PITMR & PITMB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY FOR CLARIFICATION

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CLR = CONTINUOUS LATERAL RESTRAINT PER TRUSS MANUF.

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CASE 1

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CASE 2

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1. PROVIDE TRUSS BEARING BLOCKS FOR ALL SINGLE AND MULTI-PLY TRUSSES WITH GRAVITY PROVIDE TRUSS BEARING BLOCKS FOR ALL SINGLE AND MULTI-PLY TRUSSES WITH GRAVITY REACTIONS EXCEEDING 2200 LBS AT 2x4 WALLS AND 3500 LBS AT 2x6 WALLS, REFERENCE THE FINAL APPROVED SIGNED AND SEALED TRUSS MANUFACTURER'S LAYOUT AND REACTION SHEETS. 2. FASTEN BEARING BLOCKS WITH 10d NAILS (.131 x 3"). FOR 2"x4" BOTTOM CHORDS, PROVIDE FASTEN BEARING BLOCKS WITH 10d NAILS (.131 x 3"). FOR 2"x4" BOTTOM CHORDS, PROVIDE 2 ROWS AT 3" O.C. (8 TOTAL NAILS). FOR 2"x6" BOTTOM CHORDS, PROVIDE 3 ROWS AT 3" O.C. (12 TOTAL NAILS). FOR 2"x8" BOTTOM CHORDS, PROVIDE 4 ROWS AT 3" O.C. (16 TOTAL NAILS). (12 TOTAL NAILS). FOR 2"x8" BOTTOM CHORDS, PROVIDE 4 ROWS AT 3" O.C. (16 TOTAL NAILS). 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.

AutoCAD SHX Text BRG. BLOCK TO BE SAME SIZE, GRADE, & SPECIES AS EXISTING BOTT. CHORD. APPLY TO ONE FACE FOR SINGLE PLY TRUSSES AND BOTH FACES FOR MULTI-PLY TRUSSES.

AutoCAD SHX Text NOTE: PROVIDE STUD PACKS AT GIRDER TRUSSES. No. OF STUDS = No. OF TRUSS PLIES + 1. EXAMPLE: 2 PLY GIRDER TRUSS = 3-PLY STUD PACK PROVIDE AT ALL INTERIOR AND EXTERIOR BEARING LOCATIONS.

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NOTE:

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CONTRACTOR OR SUBCONTRACTOR

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IS TO VERIFY ALL DIMENSIONS IN

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THE FIELD, PRIOR TO CONSTRUCTION.

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NOTIFY RESIDENTIAL DESIGNER OF

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ANY DISCREPANCIES ON PLANS.

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DATE:

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DRAWING NOT VALID UNLESS SIGNED AND SEALED

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BY ENGINEER OF RECORD

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JONATHAN W. KILCREASE, P.E.

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FL. LICENSE NO. 53577

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ALAN M. MILLER, P.E.

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FL. LICENSE NO. 78008

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S.F. UNDER ROOF

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S.F. LIVING AREA

AutoCAD SHX Text FLORIDA CERTIFICATE OF AUTHORITY NO. 8983 6555 CAROLINE STREET MILTON, FLORIDA 32570 PH:(850) 623-9493 E-MAIL: ssudalan@gmail.com ssuds Image

NOT TO SCALE

VALLEY FRAMING DETAIL

NOT TO SCALE (IF REQUIRED)

RAFTER SPAN TABLE RAFTER SIZE

NOT TO SCALE

GABLE END "X" BRACING AND OUTLOOKER DETAIL

(IF REQUIRED)

NOT TO SCALE

HIP ROOF PANEL BLOCKING

NOT TO SCALE

BRACING AT CONTINUOUS LATERAL RESTRAINT (CLR)

APA APPROVED STRUCTURAL

PANELS PER SCHEDULE

FASTENERS AND

SPACING PER

SCHEDULE

NOT TO SCALE

WIND-BORNE DEBRIS PROTECTION FOR GLAZED OPENINGS

1,2,3,4,5,6,7,8,9,10FOR WINDSPEEDS UP TO:

Vult = 160 mph OR Vasd = 130 mph

(WHERE REQUIRED)

TYPICAL WINDOW OPENING SHOWN. INFORMATION SHOWN ON THIS

SHEET ALSO APPLICABLE TO DOOR OPENINGS.

NOT TO SCALE

NOT TO SCALE

FRONT AND REAR COVERED PORCH POST AND

BEAM DETAILS

BEAM/WALL CONNECTION AT

PORCHES

NOT TO SCALE

PIPE PENETRATION-WALL FRAMING

NOTE: APPLIES TO EXTERIOR WALLS AND

INTERIOR LOAD BEARING WALLS.

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UP TO 6'-0"

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6'-1" TO 9'-0"

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9'-1" TO 12'-0"

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12'-1" TO 15'-0" MAX.

AutoCAD SHX Text 2x4"

AutoCAD SHX Text 2x6"

AutoCAD SHX Text 2x8"

AutoCAD SHX Text ALL RIDGE BOARDS USED SHALL BE No. 2 SP W/DEPTHS 2" GREATER THAN RAFTERS WHERE OVER-FRAMING IS NOT SYMMETRICAL ON BOTH SIDES, RIDGES SHALL BE VERTICALLY SUPPORTED WITH 2"x4" AT 48" O.C. NOTES: 1. USE SOUTHERN PINE No. 2 GRADE USE SOUTHERN PINE No. 2 GRADE 2. RAFTERS SHALL BEAR SOLIDLY ACROSS 2"x6" FLAT NAILER. RAFTERS SHALL BEAR SOLIDLY ACROSS 2"x6" FLAT NAILER. 3. FOR RAFTERS: FOR RAFTERS: A. USE 2"x4" COLLAR TIES NAILED INTO RAFTERS EACH END WITH 3-16d USE 2"x4" COLLAR TIES NAILED INTO RAFTERS EACH END WITH 3-16d NAILS. (COLLARS APPLIED 16" TO 32" BELOW RIDGES). OR B. RAFTER TO RAFTER STRAP ACROSS RIDGE BOARD; USE MITEK MSTA24 RAFTER TO RAFTER STRAP ACROSS RIDGE BOARD; USE MITEK MSTA24 USE MITEK MSTA24 WITH 18-10d NAILS EACH. PLACE STRAP AT 48" O.C.

AutoCAD SHX Text CEILING BRACING AT GABLE END WALL FOR BRICK WALL WITH BRICK GABLE OR VINYL WALL WITH VINYL GABLE

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(SPAN (FT))

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(AT 24" O.C.)

AutoCAD SHX Text 2x8" w/2x4" VERTICAL SUPPORTS AT 48" O.C.

AutoCAD SHX Text 2"x6" NAILER, FASTENED DOWN TO TRUSSES TO PROVIDE SUPPORT FOR RAFTERS.

AutoCAD SHX Text USP RT3 W/ (4) 8d NAILS EACH MEMBER.

AutoCAD SHX Text MITEK MSTA18 WRAPPED AROUND MAIN TRUSS AND NAILED TO NAILER w/ 6-8d NAILS AT ALL TRUSS/RAFTER CONNECTIONS ALTERNATE METHOD: INSTALL 2 EA. SIMPSON SDWL15600 STRUCTURAL SCREWS @ EACH INSTALL 2 EA. SIMPSON SDWL15600 STRUCTURAL SCREWS @ EACH EX. RAFTER OR TRUSS TO NAILER CONNECTION. (24" O.C. MAX.).

AutoCAD SHX Text 5d COOLER NAILS AT 7" O.C.

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text 2x4 BLOCK NAILED TO EACH BRACE WITH (4) 10d NAILS

AutoCAD SHX Text 5d COOLER NAILS @ 10" O.C.

AutoCAD SHX Text

(2) 10d NAILS10d NAILS

AutoCAD SHX Text 2"x4"x12' CONTINUOUS LATERAL BRACE @ 32" O.C.

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TRUSS OR CEILING JOISTS

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(10) 8d NAILS8d NAILS

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GABLE END TRUSS

AutoCAD SHX Text SHEATHING ON GABLE END PANEL JOINT (IF ANY) TO BE BACKED BY TOP PLATE. USE PANEL-EDGE NAILING ON PLANS.

AutoCAD SHX Text USP RS150 @ 32" O.C. 30" LONG WITH: (11) 10d NAILS INTO STUD 10d NAILS INTO STUD (11) 10d NAILS INTO BRACE10d NAILS INTO BRACE

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END WALL STUDS

AutoCAD SHX Text 2"x6" DIAGONAL

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ENG. TRUSS

AutoCAD SHX Text @ 32" O.C.

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ENG. TRUSS

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ENG. TRUSS

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ENG. TRUSS

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ENG. TRUSS

AutoCAD SHX Text FOR SHEATHING SIZE, NAIL SIZE AND NAILING PATTERN, SEE TYPICAL WALL & ROOF FRAMING DETAIL

AutoCAD SHX Text USP MSTA30 LONG @ 32" O.C. AND FASTENED WITH: (22) 10d NAILS IN EACH STRAP 10d NAILS IN EACH STRAP - STRAP MAY COME DOWN AND STRAP MAY COME DOWN AND ATTACH TO STUD OR TO BEAM BELOW.

AutoCAD SHX Text SHEATHING ON GABLE END PANEL JOINT (IF ANY) TO BE BACKED BY TOP PLATE. USE PANEL-EDGE NAILING ON PLANS

AutoCAD SHX Text

BLOCK BETWEEN OUTLOOKERS

AutoCAD SHX Text 2x4 OUTRIGGERS @ 24" O.C. 12"-24" MAX OVERHANG

AutoCAD SHX Text USP RT7 CLIP WITH (10) 8d 8d NAILS

AutoCAD SHX Text

(2) 10d NAILS TOE 10d NAILS TOE NAILED ON EACH SIDE

AutoCAD SHX Text 2"x4"x12' CONTINUOUS LATERAL BRACE @ 32" O.C. W/ (2) 10d NAILS IN EACH TRUSS BOTTOM CHORD

AutoCAD SHX Text 2x4 BLOCKING NAILED TO BOTTOM OF HORIZONTAL BRACING BETWEEN GABLE END TRUSS & FIRST INTERIOR TRUSS JOIST - (4) 10d NAILS IN EACH BLOCK

AutoCAD SHX Text NON-STRUCTURAL 2x4 NAILER FOR DRYWALL

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SECONDARY BRACE

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(2) 16d NAILS

AutoCAD SHX Text 16d NAILS @ 6" C/C

AutoCAD SHX Text 2x6 SYP No. 2

AutoCAD SHX Text 2x4 SYP No. 2 W/ (4) 12d NAILS @ EA. VERT.

AutoCAD SHX Text 2x4 SYP No. 2 DIAG. BRACE @ 32" C/C, INSTALL WHERE ROOF HGT. > 6'-0"

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EDGE NAILING INTO FASCIA BOARD

AutoCAD SHX Text INTERMEDIATE 2x" SYP No. 2 BLOCKING AT ALL HIP RIDGE LINES & BETWEEN HIP SET PRE-ENG. TRUSSES

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PRE-ENG. JACK TRUSSES

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PANEL EDGE NAILING

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GIRDER TRUSS

AutoCAD SHX Text < 45

AutoCAD SHX Text PROVIDE 2"x4" SYP No. 2 DIAGONAL BRACE AT 10 FT. O.C. MAX.

AutoCAD SHX Text PROVIDE (2) 12d NAILS AT EACH TRUSS WEB

AutoCAD SHX Text

CONTINUOUS LATERAL RESTRAINT PER TRUSS MANUFACTURER

AutoCAD SHX Text

PRE-ENG. WOOD TRUSSES PER TRUSS MANUF.

AutoCAD SHX Text NOTES: 1. CHECK THE TDD TO DETERMINE WHICH WEB MEMBERS (IF ANY) REQUIRE RESTRAINT. CHECK THE TDD TO DETERMINE WHICH WEB MEMBERS (IF ANY) REQUIRE RESTRAINT. 2. RESTRAIN AND BRACE WITH, RESTRAIN AND BRACE WITH, A. INDIVIDUAL WEB MEMBER REINFORCEMENT (PER THE TRUSS MANUF.) OR, B. CONTINUOUS LATERAL RESTRAINT (PER THE TRUSS MANUF.) & DIAGONAL BRACING. 3. ATTACH EACH ROW OF CLR AT THE LOCATIONS SHOWN ON THE TDD. ATTACH EACH ROW OF CLR AT THE LOCATIONS SHOWN ON THE TDD. 4. INSTALL THE DIAGONAL BRACING SHOWN IN THE DETAIL, AT AN ANGLE OF LESS-THAN-OR-EQUAL-TO INSTALL THE DIAGONAL BRACING SHOWN IN THE DETAIL, AT AN ANGLE OF LESS-THAN-OR-EQUAL-TO 45 TO THE CLR AND POSITION SO THAT IT CROSSES THE WEB IN CLOSE PROXIMITY TO THE CLR. ATTACH THE DIAGONAL BRACE AS CLOSE TO THE TOP AND BOTTOM CHORDS AS POSSIBLE AND TO EACH WEB IT CROSSES. REPEAT EVERY 10 FT. OR LESS.

AutoCAD SHX Text FOR SHEATHING SIZE, NAILSIZE AND NAILING PATTERN, SEE TYPICAL WALL & ROOF FRAMNIG DETAIL.

AutoCAD SHX Text 4"

AutoCAD SHX Text

1. ALL FASTENERS AND FASTENER HARDWARE SHALL BE GALVANIZED, NICKEL PLATED OR STAINLESS STEEL. STAINLESS REQUIRED WITHIN ONE MILE OF COASTLINE. 2. MIN. 3/4" DIAM. WASHER OR WASHERED WING NUT REQUIRED AT OUTSIDE PANEL ATTACHMENT. 3. MIN. 2" ENGAGEMENT OF THE SCREW THREADS INTO THE WOOD WALL FRAMING REQUIRED. 4. FASTENER LENGTH AS REQUIRED TO ACHIEVE REQUIRED THREAD ENGAGEMENT INTO WALL FRAMING, INSTALLATION OF REQUIRED PANEL AND FULL THREAD ENGAGEMENT OF NUT/WASHER. 5. STRUCTURAL PANELS SPECIFIED ARE MINIMUM NOMINAL SIZES ONLY. MAY BE EITHER OSB OR CDX PROVIDED THE PANELS ARE APA RATED STRUCTURAL PANELS. 6. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF WOOD STRUCTURAL PANEL. FASTENER SHALL BE LOCATED A MINIMUM OF 1" FROM THE EDGE OF PANEL. 7. THIS INFORMATION APPLICABLE ONLY FOR ONE AND TWO STORY BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET OR LESS. 8. PANELS SHALL BE PRE-CUT AND DRILLED SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. ATTACHING HARDWARE AND ANY NECESSARY INSTRUCTIONS SHALL BE PROVIDED TO HOMEOWNER. 9. HOMEOWNER SHALL BE RESPONSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE OF SYSTEM TO ENSURE FUNCTIONALITY FOR THE INTENDED PURPOSE DURING A STORM EVENT. PANELS SHOULD BE ONLY INSTALLED AS NECESSARY FOR PROTECTION DURING A WIND EVENT TO ENSURE ADEQUATE EGRESS IS PROVIDED FOR THE STRUCTURE. 10. BUILDER/HOMEOWNER SHALL PROVIDE ADEQUATE PROTECTION (COVERINGS) FOR EXPOSED INSTALLED STUDS WHEN PANELS ARE NOT IN PLACE.

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NOTES:

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FASTNER

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TYPE

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PANEL SPAN-44"

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MINIMUM STRUCTURAL PANEL AND

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FASTENER SPACING REQUIREMENTS

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NO. 8 SCREWS

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NO. 10 SCREWS

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1/4" DIAM.

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TAPCON SG

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STORM PANEL

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ANCHORS

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MIN. 7/16" APA RATED STRUCT. PANELS 12" O.C.

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MIN. 7/16" APA RATED STRUCT. PANELS 12" O.C.

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MIN. 7/16" APA RATED STRUCT. PANELS 12" O.C.

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1. THIS DETAIL PROVIDED TO MEET THE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS AS REQUIRED BY THE FLORIDA BUILDING CODE, 2023, RESIDENTIAL VOLUME, R301.2.1.2. 2. THE PREFERRED METHOD IS TO PROVIDE FLORIDA APPROVED IMPACT RESISTANT GLAZING OR A FLORIDA APPROVED IMPACT RESISTANT COVERING (i.e. THE PREFERRED METHOD IS TO PROVIDE FLORIDA APPROVED IMPACT RESISTANT GLAZING OR A FLORIDA APPROVED IMPACT RESISTANT COVERING (i.e. SHUTTER SYSTEM). IF ONE OF THESE PREFERRED METHODS IS USED, PROVIDE THE REQUIRED PRODUCT APPROVAL INFORMATION TO THE BUILDING DEPARTMENT AT THE TIME OF PERMIT SUBMITTAL. 3. AS AN ALTERNATE, THE CODE DOES ALLOW FOR INSTALLATION OF WOOD STRUCTURAL PANELS TO PROTECT OPENINGS UP TO 44 INCHES WIDE. IF THIS AS AN ALTERNATE, THE CODE DOES ALLOW FOR INSTALLATION OF WOOD STRUCTURAL PANELS TO PROTECT OPENINGS UP TO 44 INCHES WIDE. IF THIS OPTION IS SELECTED, THE WOOD STRUCTURAL PANELS SHALL MEET THE REQUIREMENTS SHOWN IN THIS DETAIL. 4. NOTE THAT THE OPTION FOR WOOD STRUCTURAL PANELS IS ONLY FOR OPENINGS UP TO 44" WIDE. OPENINGS GREATER THAN 44" WIDE SHALL BE NOTE THAT THE OPTION FOR WOOD STRUCTURAL PANELS IS ONLY FOR OPENINGS UP TO 44" WIDE. OPENINGS GREATER THAN 44" WIDE SHALL BE PROTECTED BY ONE OF THE PREFERRED METHODS MENTIONED IN NOTE #2 ABOVE.METHODS MENTIONED IN NOTE #2 ABOVE.

AutoCAD SHX Text 2x4 OR 2x6 STUD PACK AT WINDOWS AND DOORS.

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APA APPROVED PLYWOOD OR OSB SHEATHING PER PLANS.

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BRICK VENEER OR APPROVED SIDING.

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APA APPROVED STRUCTURAL PANELS PER SCHEDULE

AutoCAD SHX Text FASTENERS AND SPACING PER SCHEDULE - MIN.