HomeMy WebLinkAboutROOF FRAMING ROOF 0'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
PTIONAL PORCH-4' OR 6'-1
RECEIVED --
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VAULTED YADLTED JAN 2 6 2022 409 DIXON STREET
SLOPE sLDPE VIDALIA, GEORGIA 30474
9t•Lucia PermitUU'ngFlty PHONE NUMBER: (912) 538-1688
' 1 O CODE I FORMATION
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REVISIONS
DESCRIPTION DATE BY
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ROOF SHEATHING OPTIONS: ROOF FRAMING PLAN RAFTERS ARE IN-LINE WITH WALL STUDS
FOR CONTINUOUS LOAD TRANSFER PATH
- BOX RIB ALUMINUM -
- 29 GAUGE STEEL AG PANEL GENERAL 1.FOUNDATIONTION
PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL.
- STANDING SEAM STEEL UnoN.
B
ASPHALT SHIGLES - (JJJ 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
®` 3.THIS'BUILDING IS EXEMPT FROM THE FECC PER SECTIONS REQUIREMENTS
R402A.
`✓ 4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
5.ALL LUMBER FOR CONSTRUCTION WILL BE E SYPLOCAL
EXCEPT IT NOTED.
6.GUTTERS SHALL IE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND W
PERMITTING REQUIREMENTS. O"An br• A15
7.ALL WINDOWS AND DOORS UI MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED p� 11-15-20
PLANS AND THE WITH
FA BUILDING COOT.
TOP LTNE ENGINEERING LLC B.IN ACCORDANCE N A FBC 1609.E "STORAGE SHEDS THAT ARE NOT DESIGNED FOR 9_ NTS
TC STRUCTURAL ENGINEERS HUMAN HABITATION AND THAT HAVE A FLOOR AREA IN 720 SQUARE FEET OR STANDARDS
ARE
YYY MAXIMUM DESIGN PRESSURES OF
HIS COD TO COMPLY WITH THE MANDATORY WINOBORNE DEBRIS IMPACT STANOMDS X M�dF• LB-S-LBE-170D
William E.Near,III of THIS IN ACCORDANCE
. O
V 1 2n Omp2r BASIC WIND SPEED
3e 4 5 9 OR LESS
AND
THAT ARE RESIDENCES INTENDED FOR USE
IIN CON
UNOR HEIGHT AND W TMDON(10.)BUILDINGS THAT ARE O SO-FT a `�%%\N T
SMP-51,SMI,79,ICC 5185040 NOT
REQUIREMENTS OF THIS CODE.STRUCTURES 40D SO-FT OR MORE SHALL HAVE AN '� Q
10649 Oakview Pointe Terrace ZONE 80"'MINIMUM DOOR. `�� L\CENse '•.•���'
Gotha,Florida 34734 +21.8 +31.9 +17.4 +17.4 +31.9 +31.9 +31.9 +38.2 g
10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80(1)D.LAWN STORAGE BUILDINGS AND ` Q• '.,•�i
-48.2 .115.2-62.6 -24.7 136.9 115. -35.5 -48.4 STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT J NO.
SUBJECT TO 553.842(FLORIDA PRODUCT APPROVALS)BUT SHALL MEET THE DESIGN WIND ^
LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. LLd 64608 ^
11. FIAT MErAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS,
y, ,r TRUSSES,CHORDS,ErC.TO HELP SECURE THESE MEMBERS,PROVIDED THAT THE ADDED F--
y' Please.note;Any gUes dons.reaw0ing loccl-0jerinifhng•should be,d)recIled f D the.Manufacturer. BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. (n
1. 12. AS PER FBC SECTION 1626.1'EXCEPTION(F):STORAGE SHEDS THAT ARE NOT I ��1•., STATE (A/`
The-Manufacturer's contact information can be}5und In the title bloek of the lans. DESIGNED FOR-HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720 Q
P SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE 7) ��j�''•., C 0 R 10 P
DEBRIS IMPACT STANDARDS OF THIS CODE. O
13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. S '• ........
••
14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE �- //i/S/0 N A
IS L`E \���`
APPROVED FOR HVHZ REGULATIONS.
15. IF A WALL FRAMED FOR FUTURE HVAC UNITS THAT WILL-BE APPROVED BY THE AHJ
FBC 1626.1 EXCEPTION:F.STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF AND LOCAL REQUIREMENTS FOR PERMITTING. MDUhDw T.BDIdWin P.E.
16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL nDHdD UD..D 6460E
720 SQUARE FEET(67 M2)OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINOBORNE DEBRIS IMPACT STANDARDS OF THIS CODE OF THE LOCAL AHJ AND LOCAL PERMITTING REQUIREMENTS. O
17INSHR Z CO O M ONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS ShaDL• FBPR-1 OF 7
' 2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
409 DIXON STREET
ATTACH ROOF FRAMING TO VIDALIA, GEORG.IA 30474
TOP PLATE OF WALL FRAMING PHONE NUMBER: (912) 538-1888
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS.WITH #3 DRILL' CODE I FO n0
-------------
POINT AT 6'O.C. 000[wlsaN m9. -
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3.5"-20GA METAL COLLAR TIE, 4'-0" ROOF PANELS FASTENED SEE ROOF-FRAMING
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DRILLING CRABBAR SCREWS EACH SIDE AT 6"D.C. BRACING,SPACING Vsc YnNa sr® wrlmwe
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SCHEDULE FOR RAFTER AND Eoana Pa nnnga
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OVERHANG OPTION DETAIL $Q �En
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3.5"-20GA METAL STUDS, RSCRIPION DATE BY'REVISIONS
0 SPACED AT 24"O.0 MAX. DE
.ABOVE FINISHED FLOOR.
oI - SELF DRIWNGH TO CGRA BERH STUD WSCREWS.
(1) INTO EACH FLANGE .
SHEATHING FASTENED W/
#80.5"GRABBER SCREW(OR ATTACH ROOF FRAMING TO
EQUAL)AT 6"O.C. TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TIERS
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POINT AT 6"O.C.
MTS
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William E.Neary,III 3.5-20GA METAL STUDS Ld
SPACED AT 24'O.0 MAX. e
IMP1 SMP-51,SMI-79,]CC 5185040 11 O STATE
' I 10649 Oakview Pointe Terrace cn ,,p
Gotha,Florida 34734 Q � � `o R IO
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OVERHANG OPTION DETAIL o
Lt_ Nathan T.Baldwin P.E.
O Rorioa Umnaa#6460a
.(ch) Shah FEIPR-2 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20"*'HVHZ APPROVED
WALL SHEATHING OPTIONS:
- — Box RIB ALUMINUM
— TWIN RIB ALUMINUM
DUTCH LAPSIDING ALUMINUM END WALL �c
DUTCH LAPSIDING STEEL SIDING
SECURED WITH, (2) H3 OR EQUAL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) 3.5" 20GA. STEEL 409 DIXON STREET
T-111 WOOD SDING TOP PLATE VIDALIA, GEORGIA 30474
(SEE FASTENING SCHEDULE) _ HARDIE PANEL STUCCO AND T-111 SDING PHONE NUMBER: (912) 538-1888
END WALL — HARDIE BOARD.SIDINGI CODE i roR nD
POLYCARBONATE GREENHOUSE PANELS
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REVISIONS
M 3 " 20GAA KQL DESCRIPTON DATE BY
(2) LTS-12 3.5" 20 . STEEL STEELS E PLATE
OR LONGER STU 24O.C. MAX. FLOOR FRAMING
(SEE FASTENING SCHEDUL )
--4'&6' OPTIONAL PORC 50'-0" MAX.
STANDARD WALL -DETAIL
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STRUCTURAL ENGINEERS STRAP&FASTENER SCHEDULE JAI X W-1. LB-S-LBE-170D
STRAP&VNIPSON STRONG-DRIVE®SD SCREW SCHEDULE
iam E.Neary,III
SMP-51,SMl 79,[CC 5185040 .PRaa PNDarv� urtE Ooe .0 DEr ENO \ w11T+"eq
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END WALL FRAMING OPTION END WALL FRAMING OPTION REVISIONS
wAu ocEMNn m w.�us ARE REV I DESCRIPTON DATE I BY
a. e.
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SKID RUNNER SPACING* SKID RUNNER SPACING* -
UNDER 30' LENGTH I WIM 1 30' LENGTH AND GREATER
SHED WIDTH A g 6'-0 2'x4•' SHED WIDTH A -8 409 DIXON STREET
AAA 6--1' TO 11'-8" 2"x6' VIDALIA, GEORGIA 30474
��tTTOPEIREERa�REER1Ra,tkc 6'-O" > 11-8" 2"x8' 12" 24" PHONE NUMBER: (912) 538-1888
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William E.Neary,III e,_O., 18" 60" 8'-O" 16 32"
SMP-51,SMI-79,[CC 5185040 *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE CODE I FOR no
10649 Oakvlew Pointe Terrace 18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL. 10'-0" 20" 40". tux`rusax m, -
Gotha,Florida34734 10-0 DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
11'-0" 24" 84` ARE INTERCHANGEABLE. 11'_0" 22" 44" Euamxo tw[
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REV DESCRIPMN DATE BY
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WALL SHEATHING REVISIONS '
' REV DESCRIPTON DATE I BY
3.5"20GA. STEEL STUDS 016"O.C.
3.5"20GA. STEEL
11 SOLE PLATE SECURED FLOOR SHEATHING
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(6)-SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST
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ELECTRICAL SYMBOL KEY 409 DIXON STREET
{ VIDALIA, GEORGIA 30474
ll IJ RECEPTACLE PHONE NUMBER: (912) 538-1888
ttt III CODE INFORMATION
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MAY VARYu um ua
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REVISIONS
/ R DESCRIPTON DATE BY'
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
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ELECTRICAL NOTES:
1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND.
2.FIXTURE LOCATION AND TYPE MAY VARY w
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES > °a""'d
4.20A GFCI OUTLETS w kw a-IB-so
S.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. � ,5 TGPLINEENGINEEIUNG LLC sae �
6.ALL SWITCHES TO BE AT 48"-52" A.F.G. 5T WC7UMLENG[NE[RS X Yeaap LB—S—LBE—170D
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8.ALL OUTLETS
CAL SMP-51 SMI-79 ICC5185040
GPANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER , , \�?EN.•T•
9.THE MAIN ELECTRICAL •.Qq�Oi��
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CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO Gotha,Florida 34734 S P'
LOCAL APPROVAL. wLLJ _�1 No.
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RMT- RIGID METALLIC TUBING H __* * '•*_
358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH o.` `�z
300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B). I ,o•.` STATE ;:�`,_
(A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (10FT). IN ADDITION, OW�J umm
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JUNCTION BOX, DEVICE BOX RCABINION POINTS ET, CONDUITSHALL BODY,BORSOTHERLTUBINGENED TERMINATION.ITHIN (3 FT) OF EACH OUTLET BOX,, U '''� %/O I111 t�
EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO
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A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT). w Ronda U..—#64608
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20"*HVHZ APPROVED