May Be Product Category

Location:

Gainesville, FL

Salary:

Posted:

July 08, 2025

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Resume:

110-***-***-*** 150-***-***-***

ULTIMATE WIND SPEED (MPH)

BUILDING WIDTH (FEET)

GROUND ANCHOR SCHEDULE

DETAIL 1D

30" ANCHOR

60" DETAIL ANCHOR 1C

ANCHORAGE DETAILS AS SHOWN ON SHEET 9 OF 9

THIS IS TO CERTIFY THAT THE CALCULATIONS AND

SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE

UNDERSIGNED PROFESSIONAL ARCHITECT, AND ARE IN

ACCORDANCE WITH THE REQUIREMENTS OF SECTION

1609 OF THE FLORIDA BUILDING CODE, EIGHTH

EDITION (2023).

NOTES:

1. SPECIFICATIONS APPLICABLE TO 26/28 GAUGE METAL ROOF AND WALL PANELS FASTENED DIRECTLY TO ROOF AND WALL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE FRAMING, OR 18 GAUGE HAT CHANNEL ROOF PURLINS.

2. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 7 TO 27 (1.5:12 TO 6:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. AVERAGE FASTENER SPACING

INTERIOR END

RISK WIND ULTIMATE NOMINAL MAXIMUM

110 TO 150

151 TO 180

CATEGORY CATEGORY EXPOSURE

WIND SPEED

(MPH)

89 TO 116

117 TO 139

I B

WIND SPEED

(MPH)

POST/RAFTER

SPACING

(FEET)

4.0

5.0

ON-CENTERS ALONG RAFTERS OR

PURLINS, AND POSTS OR GIRTS

(INCHES)

POSTS/RAFTERS POSTS/RAFTERS

NOTES:

1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS PROVIDED THE FOLLOWING CONDITIONS ARE MET.

A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQUIREMENTS 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMMODATE SUBSTITUTED PRODUCT. FBC APPROVED PRODUCTS LIST

ROOF DECK

FLOOD VENT

EXTERIOR DOORS SWINGING

WINDOWS SINGLE HUNG

PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. OPEN ENCLOSED PARTIALLY ENCLOSED

MAXIMUM ALLOWABLE

WIND SPEEDS

STRUCTURAL COMPONENTS

STRUCTURAL WALL

EXTERIOR DOORS

SWINGING

ROLL-UP

MI WINDOWS AND DOORS

MODEL 185SH

ELIXIR DOOR AND METAL COMPANY

SERIES 402-14

ELIXIR DOOR AND METAL COMPANY

SERIES 407

CRAWL SPACE DOOR SYSTEMS, INC.

16X8 FLOOD VENT

JANUS INTERNATIONAL GROUP, LLC.

SERIES 3100: +40/-40

JANUS INTERNATIONAL GROUP, LLC.

SERIES 3100: +42.5/-45

JANUS INTERNATIONAL GROUP, LLC.

SERIES 750: MAX 8'X12' +24.4/-27

SERIES 750: MAX 10'X12' +19.4/-22.7

FL17499.1-R8

FL21450.1

FL21450.9

FL21450.4

FL21450.3

FL17996.5-R1

FL17996.3-R1

FL29622.1

FL13364.1

FL13364.1 N/A - -

N/A - -

N/A N/A N/A

N/A 156 138

N/A 165 147

N/A - -

N/A 175 157

TABLE 1

DETAIL 1C

48" ANCHOR

RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS SCALE: BOX 1/8" = EAVE 1'-0" RAFTER GABLE END

USA STEEL BUILDIGNS INC, R PANEL

USA STEEL BUILDINGS INC, R PANEL

DESIGN CRITERIA & GENERAL NOTES

ELEVATION - HORIZONTAL ROOF

SCALE: BOX ELEVATION 1/8" = EAVE 1'-0" RAFTER - VERTICAL GABLE ROOF END

(SHOWN WITH GABLE END FRAMING OPTION)

1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE.

OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET-BACKS, FINISH FLOOR ELEVATIONS AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.

2. THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSES HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY ALL-METAL BUILDINGS LLC., WHICH

EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. THOMAS H. WILLIFORD SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE

OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED.

4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 X 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBRE REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" X 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10.SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC EIGHTH EDITION (2023) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC EIGHTH EDITION (2023) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE F 2,000 PSF IS ASSUMED.

11.14 GA. FRAMING: 2-1/2" X 2-1/2" TUBE STEEL (TS) WITH 2-1/4" X 2-1/4" TS NIPPLES. 12 GA. FRAMING: 2-1/4" X 2-1/4" TS WITH 2" X 2" TS NIPPLES. 12.ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.

D A

A T

SCALE: BOW ELEVATION 1/8" = 1'-EAVE 0" RAFTER - HORIZONTAL GABLE END ROOF

(SHOWN WITH GABLE END FRAMING OPTION)

EXTERIOR DOORS SWINGING POCAHONTAS

36" X 80" ENTRY DOOR FL12903.1 N/A - -

WINDOWS SINGLE HUNG POCAHONTAS

100 VS VERTICAL SLIDING WINDOWS FL12940.1 N/A - -

GENERAL NOTES EXPOSURE B (150 mph)

TYPICAL SCALE: 1/8" = 1'-0" SINGLE LEG END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" SINGLE LEG END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" DOUBLE LEG END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" DOUBLE LEG END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" LADDER LEG END ELEVAT

TYPICAL SCALE: 1/8" = 1'-0" LADDER LEG END ELEVAT

SCALE: BOW 1/2" = 1'-RAFTER/0" POST DETAIL A/A1

FR T

TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION

TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION TYPICAL END ELEVATION

SCALE: 1/4" = 1'-0"

BOW FRAME RAFTER/POST FRAMING PLAN

SCALE: 1/4" = 1'-0"

BOW FRAME INTERIOR RAFTER/POST FRAME SECT

BOW FRAME RAFTER OPEN CARPORT -HORIZONTAL ROOF

BOW FRAME ENCLOSED BUILDING - HORIZONTAL ROOF

BOW FRAME RAFTER PARTIALLY ENCLOSED - HORIZONTAL ROOF SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

SCALE: 1/4" = 1'-0"

BOX EAVE RAFTER/POST FRAMING PLAN - HORIZONT

BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION BOX EAVE FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOX EAVE FRAME RAFTER PARTIALLY ENCLOSED - HORIZONTAL ROOF SCALE: BOX 1/2" = EAVE 1'-0" RAFTER/POST DETAIL B/A2 SH

POT

SCALE: 1/4" = 1'-0"

BOX EAVE INTERIOR RAFTER/POST FRAME SECTION -

SCALE: 1/4" = 1'-0"

BOX EAVE RAFTER/POST FRAMING PLAN - VERTICAL

BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL END ELEVATION

SCALE: BOX 1/2" = EAVE 1'-0" RAFTER/POST DETAIL C/A3SCALE: 1/4" = 1'-0" BOX EAVE INTERIOR RAFTER/POST FRAME SECTION

TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION SCALE: 1/8" = 1'-0" TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION BOX EAVE FRAME RAFTER ENCLOSED BUILDING - VERTICAL ROOF BOX EAVE FRAME RAFTER PARTIALLY ENCLOSED - VERTICAL ROOF SH

POT

SCALE: GABLE 1/2 = 1'-0" RAIL TO RAFTER POST SCALE: GABLE 1/2" = 1'-0" RAIL TO RAFTER POST SH

O O

O A

SCALE: OPTIONAL 3/16" = 1'-0" BOX EAVE RAFTER GABLE SCALE: 3/16" = 1'-0"

TRUSSED RAFTER - BOX EAVE

SCALE: OPTIONAL 3/16" = 1'-0" BOW RAFTER GABLE

SCALE: 3/16" = 1'-0"

TRUSSED RAFTER - BOW

END FRAMING PLAN END FRAMING PLAN

OPTIONAL EXTENDED GABLE END 24'-1" TO 30' OPTIONAL EXTENDED GABLE END 24'-1" T CONNECTION DETAIL D/A4 CONNECTION DETAIL E/A4

FRAMING OPTIONAL SCALE: 3/16" = 1'-0" PLAN BOX - EAVE 24'-DOUBLE 1" TO 30' TRUSSED RA SCALE: POST/3/4" = 1'-0" LEAN-TO RAFTER CONN. DETAIL H/A4.1 SCALE: SIDE 3/4" = 1'-EXTENSION 0" RAFTER/POST DETAIL G/A4.1 SCALE: TYPICAL 1/4" = 1'-0" INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZO SH

T T

SCALE: FREESTANDING 1/4" = 1'-0" LEAN-TO FRAMING PLAN SCALE: TYPICAL 1/4" = 1'-0" POST/RAFTER/GIRT FRAMING PLAN SH

RAT

POT

TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION TYPICAL SCALE: 1/8" = 1'-0" SIDE ELEVATION TYPICAL SCALE: 1/8" = 1'-0" END ELEVATION BOX EAVE FRAME RAFTER ENCLOSED BUILDING - VERTICAL BOX EAVE ROOF FRAME RAFTER PARTIALLY ENCLOSED - V SCALE: TYPICAL 1/8" = 1'-0" END WALL OPENINGS POST/RAFTER/GIRT FRA SCALE: ALTERNATE 1/4" = 1'-0" HEADER FRAMING PLAN

SCALE: LADDER 1/2" = 1'-0" HEADER DETAIL I/4.2

SCALE: 2" = 1'-0"

BRACE

SCALE: POST/1/2" = 1'-BASE 0" RAIL CONN. DETAIL SCALE: POST J/1/A5 2" = 1'-TO 0" RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL N/A5

SCALE: END 1/2" POST/= 1'-0" BASE RAIL CONN. K/A5

SCALE: NON-1/2" = 1'-STRUCTURAL 0" HEADER, WINDOW

RAIL, OR GIRT TO POST CONN. DETAIL O/A5

SCALE: RAFTER 1/2" = 1'-0" POST/DBL. HEADER DETAIL P/A5 SCALE: RAFTER 1/2" = 1'-0" POST/HEADER DETAIL SCALE: RAFTER M/1/2" A5 = 1'-0" POST/BASE BASE SCALE: TYPICAL 1/2" = 1'-0" FLOOD VENT FRAMING PLAN R/A5 SCALE: TYPICAL 1/4" = 1'-0" SIDE WALL OPENINGS FRAMING PLAN SH

T T

SCALE: TYPICAL 1/4" = 1'-0" END WALL OPENINGS POST/RAFTER FRA SCALE: END 1/2" = 1'-POST/0" RAFTER CONN. DETAIL L/A5 RAIL CONNECTION DETAIL Q/A5

SCALE: 3/4" = 1'-0"

CONCRETE BASE RAIL ANCHORAGE Sa/A5.SCALE: 3/1 4" = 1'-0" CONCRETE BASE RAIL ANCHORAGE Sb/A5.1

(OPTIONAL - OPEN CARPORTS ONLY)

SCALE: 3/4" = 1'-0"

CONCRETE BASE RAIL ANCHORA

(OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT

MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)

SCALE: 3/4" = 1'-0"

SCALE: 3/4" = 1'-0" BASE RAIL DEEP ANCHORAGE Se/A5.1 BASE RAIL ANCHORAGE Sd/A5.1

T T

SCALE: 3/4" = 1'-0"

ROOF PANEL ATTACHMENT

SCALE: NTS

VERTICAL SIDING ATTAC

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