134 S OCEANWALK DR RES23-0166 COAB Permit Form with ConditionsFinal Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
GARAGE DOOR
RES23-0166
134 S OCEANWALK DR
DUVAL OVERHEAD DOOR CO INC
OWNER:ADDRESS:CITY:STATE:ZIP:
MACKOUL FREDERICK M 134 OCEANWALK DR S ATLANTIC BEACH FL 32233-4677
COMPANY:ADDRESS:CITY:STATE:ZIP:
DUVAL OVERHEAD DOOR
CO INC 6101 LOTTIE ST JACKSONVILLE FL 32216
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169463 0008 OCEANWALK UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
134 S OCEANWALK DR RESIDENTIAL
WINDOWS/DOORS GARAGE DOOR $21760.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $160.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $80.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.60
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.40
TOTAL: $246.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 8/23/2023
PERMIT NUMBER
RES23-0166
ISSUED: 8/23/2023
EXPIRES: 2/19/2024
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 8/23/2023
PERMIT NUMBER
RES23-0166
ISSUED: 8/23/2023
EXPIRES: 2/19/2024
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RES23-0166
JOB COPY
RES23-0166
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FL15043_R9_JI_Z7i-I0-63517.pdf https://www.floridabuilding.org,'upload/PR _Inst!_ Docs/FL 15043 _ R9 ...
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C.H.I. 01/ERHIAB DIJ,
WINDBB SEI
Supplemental Instructions
Sandwich Doors: Commercial
ACAUTION
A WARNING
Higher wind pressures and larger doors require additional
reinforcement
Premature failure of door system may result from improper
application.
See chart in lower left corner of drawing sheet one for the
approved wind pressures and door sizes.
These supplemental instructions do not contain basic door -
installation steps and related safety information.
Failure to follow basic installation steps and related safety
information may result in injury or death.
Door installers must follow a primary instruction manual for
basic door installation steps and related safety information.
The correct selection of door and framing materials in adherence with local
building code directives is the responsibility of the building owner/designer.
Use of a reinforced garage door does not constitute automatic compliance with
any building code. Local building code officials determine compliance criteria.
A locking system must be installed if the door is not electrically operated.
See drawing for stop molding requirements, when door is not more than 1" wider than opening.
When using stop molding, secure molding with minimum 8d nails or 2-1/2" long screws.
Digitally signed by John E Scates
Date: 2021.09.27 12:48:50 -05'00'
John E. Scates, P.E.
2560 King Anhur, Ste 124-54
Lewisville, Texas 75056
TXPE 56308, F-2203
Florida P.E. # 51737
Professional Engineer's seal
provided only for verification of
windload construction details
SupplementaJ_Instructions_Sandwich_ Commercial c~yright 2020 c.H.1. Overhead Door,;
Printed copies of this document are not considered signed and sealed
and the signature must be verified on any electronic copies.
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V, 0 ..., V, ~ -00 ~ 13 ~w 00 ~ °' ~ DI cl Bl A .!. -1 2 Details on some views may have been omitted for clarity. Top Fixture (.097) galvanized steel top fixture attached with The vertical wood jamb fasteners may be counter sunk ro provide a flat mounting surface. See jamb auachment details for more information about attaching jambs to structure. Flag Bracket (.086) galvanized steel flag bracket attached to wood four 1/4" x 3/4" screws. carrier and carrier support push nut End Stile ( .066) steel end stile Optional Top Fixture (.109) galvanized steel top fixture attached with two 1/4" x 3/4" screws. push nut (.066) steel end stile (.023) backer plate at each stile location. 'EndHinge galvanized steel attached with six 1/4" x 3/4" screws. 4pushnut 2" (max. for .069 thick) • I I • 2 314,. 4" (max. for .109 thick) nominal 0 2" (min.)~ 3-1/2" (min.) stem 10 (min.) ball roller with nylon or steel tire. Bottom Bracket nominal (.0155) galvanized steel minimum 2" (min) X .058 (min) galvanized steel track ffi Intermediate Hinge (.058) galvanized steel attached with four 1/4" x 3/4" screws. ~2~ ~3 .. r ~ ~~-1/2" I jamb with three 5/16" X 1-5/8" wood lag screws, to horizontal track with two 1/4" x 5/8" track bolts and nuts and to vertical track with two 1/4" x 5/8" track bolts and nuts. Track Bracket lm (.102) galvanized steel track bracket attached to wood jamb with one 5/16" x 1-5/8" wood ~ lag screw per bracket and 0 attached to vertical track with one 1/4" x 5/8" track bolt and nut or two 1/4" x 11/32" rivets. 1 ,,,,\u11111,,, ~'" ~ £. sc,,.~ 11'1'1: ~-~~-·,QtNi~•~d' ~ ~ ¥,"' • ~ ' -· \ ~ :$ ,• No. 51737 \ 'S = : .. ~·= -• . :,r-~ -1> ', STATE Of / JiJ ~ ~~.. ..,-~ ~O~~•.fLOR\~~••~ ~ · ~/1,l810N·;,.~ t-~,,~ ''''""''''' _J Professional Engineer's seal provided only for verification of windload construction details DI C B (.102) galvanized steel bottom bracket attached with four red 1/4" x 3/4" sc.rews. Optional Bottom Bracket push nut Strut and Strut Attachment (.051) 50 ksi galvanized steel 3" strut attached with John E. Scates, P.E. 2560 King Arthur, Ste 124-5• Lewisville, Texas 75056 TXPE 56308, F-2203 Fl.orida P.E. # 51737 IMeD0Bl::9-l~ IA ModelSeries: Vinyl weatherstrip push nut 4 (.109) galvanized steel bottom bracket attached with four red 1/4" x 3/4" screws. two 1/4" x 3/4" screws per stile. 2 Sandwich Doors, Commercial C.H.I. Drawing: Z7i-l0-635 I 7 paie 5 of 5 fl -V, i: 1; 1'° ,= N ;:;! I -0 • °' w V, -:--l 'O e; i "' f gi l 8. ~ ()q i I I::,:, [ 1-~ n ~ -V, ~ I~
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~ 0 ..., VI ~ -~ s .w 00 i--:> °' ~ DI cl Bl Al 4 3_ 1. Glailng Options: 1/4" thick polycorboaatc 10'·2" width shown (see noles for other widths) I max.imum opening size is door width less 2" 7 Impact Windows ;<see Glazini Options) Top Fixture 8' Complies wilb IBCIIRC 2018. Tesled per ANSI/DASMA 108 and 115 Maximum door height: 24'-00" Glazing and door have been ICSted for windbomc debris. \\'i,t••, ·>.,,,. ... 1i'r,,..,-.1r\•1l'Sn N1',•QI\, I<•~•: -1.,.~1-1;;, I ;. ~\_" J -I_S.5 / -~§/, ~ •• ,,_1,1_ °'< .-::i 4 Intermediate Hlngt 3 ;/; I; /;I '2A' v, s1n11 I \\\\\\lltl////1. ~,,v. ~ i. sc..i~ 111~ ~ .p~--\Gi'°Ni1•r4' ~ ~ ,'" .. \ ~ ~ l No. s1131 \ ~ = i .. l«E -*· :~-~-0 \ STATE Of / Jti ~ ~~. ..~-;: ~ o~•••.~LOR\O~••(f ~ -~ ~8 ••···••• ,.~ ~ l'/1 8ION1'\. ~ ,,..._ ,,,,,,,,,,,,,,x _J Professional Engineer's seal provided only for verification of windload construction details 2 -ex1erior mountcd-faclo,y installed wilh dccoralNc frame •2-1(2" larger lhan Day Ugh1 Opening •3/16" bulbing rivcis 16-3/4" • 10-114" D.LO. • 12 rivets total 38" • 10-1/4" D.LO. •28 riveis 10111 ID Flag Bracket Track Bracket Or, as provided by National Door Industries •29-3/8" • 13" max dayliaht opening •Grooved. 1/4" Polycarbonate •AlwninumFtame Door Height JI 6'-0" to 8'-0" 4 8'-3" to 10'-0" s 10'·3" to 12'-0" 6 12•.3• to 14'-0" 7 14'-3" 10 16'-0" 8 16'-3" to 18'-0" 9 18'-3" 10 20'-0" 10 20' ·3" 10 22·-0" ll 22'-3" 10 24'-0" 12 ~-t !! ~ ~ ~.I: (:I 4 s 5 6 6 1 7 8 8 9 9 10 IO 12 II 13 12 IS Track bracket qunntilies shown arc for use wilb giade 2 or better Southern Yellow Pine. Refer ioJamb Attachmenl Detail supplemental ins1ructions for usage or alternate jamb materials. Supporting structural elements shall be delligncd by a rcglslCJ'ed professional engineer for wind loads shown on Ibis drawil\a. If door is not electrically openled, • lock must be installed. C IB John E. Scates, P.E. 2560 King Arthur, Ste 124-5• Lewisville, Texas 75056 TXPE 56308, F-2203 Florida P.E. # 51737 -nts 09-17-2020 IMJJ0e1: ( : Model Series: Sandwich Doors, Commercial 1C.H.I. Drawing: Z7i-10-63S17 page4 of S ~ -V, i w I~ I~ IN ::-l I f w V, ---.J t I ::::: i s ::!. t E: S-QQ 0 ~ .§ I I~ ~ It::, i -V, i w I~ ~
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FLI 5043_R9 _Il_Z7i-l0-63517.pdf
Strut Placement Detail
Strut above top fixture
Detail A
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https://www.floridabuilding.org/upload/PR_ Instl_ Docs/FL 15043 _ R9 ...
For Use With Drawing Number
Z7i-10-63517
End Hinge
Strut
Strut below hinge
Detail B
Optional Lites
Strut in center of section
Detail C
Intennedfare Hinge
Sh11t
Strut
Sb11t
Strut
End Hinge
End Hinge
or
Bottom Fixture
4 Struts
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FL15043_R9_II_Z7i-l0-63517.pdf https://www.floridabuilcting.org/upload/PR _ Inst!_ Docs/FU 5043 _ R9 ...
2 ofS
For Use With Drawing Number
Z7i-10-63517
Strut Placement
Stt.1.loo 6'-0" to 3•.o· 8'-3" to 10'-0" 10'-3" to 12'-0" 12•.3• to 14'-0" Number
12 NIA NIA NIA NIA
11 NIA NIA NIA NIA
10 NIA NIA NIA NIA
9 NIA NIA NIA NIA
8 NIA NIA NIA NIA
7 NIA NIA NIA I at Detail A
6 NIA NIA J arOcuilA la10cw!B
5 NIA 1 at Detail A I at Detail B 1 at Detail B
4 1atO,C.ailA I .\IDctail 8 J atOcltilB lat.Dcr.:tilB
3 I al Oclail 8 I at Detail 8 I at Detail 8 I al Dcuil B
2 1 atl>wlil B I at DctailB I .uDetaHB 1 at Detail B
1 J acDeuilC l attktailC I :at t>cwlC 1 at Detail C
Push Nut Detail (use on all rollers)
use 3/8" I. D. on bottom fixture roller stem
use 7116" I. D. on end hinge and top fixture roller stems
Push nut: Slide roller into fixture and lap push nut onto
roller stem using a 1n." socket and hammer. Leave an
J/8" to 1/4" space between push out and future.
Track Bracket Spacing
Door Height
14'-3" to 16'-0"
NIA
NIA
NIA
NIA
I a..lI>cuil A
1 at Detail B
I at Detail B
I at Druil B
l .atDctailB
I at0cla.il8
tat Det:ail B
l:;itl>clailC
Track bracket spacing shown for doors up to four sections high. Additional
door sections may be added for maximum door height depicted on line
drawing. Trnck brackets must be added (per track) for each section and
spaced at a distance not greater than the corresponding section height (see
line drawing for required quantities).
16'-3" to 18'-0"
NIA
NIA
NIA
I atOmulA
I al Detail 8
I ;it Dc.failB
I al Deu.il.B
I at Detail 8
l ::1.tOctaJl 8
I atOctailB
! at Detafl B
I al Ocuil C
18'-3" to 20'-0" 20'-3" to 22'-0' 22'-3" lo 24'-0"
NIA NIA l atDclailA
NIA 1 at Detail A tat Detail B
l a1 DcuuJ A I ,1Dcw1 B I ar0ct:u1 B
J at Dela.ii B I at Oet.a.il 8 l atDcta,iJ B
I ntDctailB I at Detail 8 latDcWIB
I a1Ddojl B I aiDcw!B I atOctailB
I al DctaiJ 8 I at Der.ail 8 lallle!Ai!B
I alDcuilB I at Detail 8 I a1Dctai!B
I at Detail B I 31Dcw1B I at· Detail 8
1 atOetailB I at Detail 8 1.;tDeuilB
latDeloilB 1 01 Dci.ll JI 111tDc1ail B
latDe1ailC 12.tDer.ai.lC I atDc.t.allC
F
E
D DoNot
Exceed
F 16"
E 14"
D 24"
C 24"
B 6-1/2"
A
A 3-1/2" _j_,
+/-3" tolerance
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JOB COPY FL15043_R9_Il_JambAttacbmentDetails_2020_s.pdf https://www.floridabuilding.org/upload/PR_ Instl_ Docs/FL I 5043 _ R9 _ II _JambAttachme 6 of6 Refer to door drawing installation i,u;tructioos for bracket spacing. To avoid splitting wood, drill pilot holes with 3/16" sized drill bit Lag screws must conform to ANSI/ASME B 18.2.1: use 5/16" diameter x 1-5/8" minimum long when mounting directly to 2x4 southern pine jamb5, longer lag screws required when mounting through wood and drywall or directly to spruce-pine-fir; 1-1/2" minimum lag screw embedment into southern pine. 2-.1/2" minimum lag screw embedment into spruce-pine-fir. I /2" minimum lag screw edge distance required. Lag screws must be seated in full height frame members. 1-1/2" rnin for southern pine 2-1/2" min for spruce pine fir DRY WALL/ SHEATHING MINIMUM I X4 SPRUCE PINE FIR DRY WALL/ SHEA TiftNG TRACK BRACKET MOUNTING SURFACE MUST BE FULLY SUPPORTED 5/16" MIN. DIAMETER LAG SCREWS 'ffiACK BRACKEr MOUNTING SURFACE MUST BE FULLY SUPPORTED BY WALL STUDS 5/16" MIN. DIAMETER LAG SCREWS r \\\\\\IIIIJ/111 ~'-~ ~-sc,.~ 11,~ ~ o~,-,ii'fiie•~" ~ ~ ~ ,•" .. ~ ' . ' ._... ;:E / No. 51737 \ ~ = : • i-,,: . . =·~ :~== For door jambs structural southern pine (SP), specific grav,ty = 0.55 or better; -::; ~ •, STA'TE Of : Jjj ;:: spruce-pine-fir (SPF), specific gravity"' 0.42 or better. -:::, ~ \ : I';:: Maximum load_per jamb= 0.5 x (door bci~t) x (door wi~th) x (~mum positive pressure) %0~~•.ftc;?~~(?~••~ ~ Alternative design may be approved by a licensed professional engmeer. ;.,h ~8/0N "\. ~"1,\~ d · db 1-d f · al · er John E. Scates, P.E. ;/// ,.. \\:\' Supporting structural elements shall be es1gne Y a 1cense pro ess,on engme 2560 Kin Arthur Ste 124•54 / / / f I I 11 \ \ for Wind loads in addition to other loads. . . Lewi;villc TX 75056 J The suitability of the structural building componentS mu5t be venfied by the engmeer of Florida P.E. # 51737 Professional Engineer's seal provided only for record for the building. TXPB S6308, F-2203 verification of windload construction details. 1-1/2" rnin for southern pine 2-1/2" min for _spruce pine fir Digitally signed by John E Scates Date: 2021.09.25 13:25:46 -05'00' ® DO o DOD stAL£ none , •Fla e P. a° R~~ DIIITE 03-26-2020 Track Bracket Attachment Detail Wood Jambs C.H.I. Drawing: BJA-106R5 Printed copies of this document arc not considered signed and sealed and the signature must be verified on any electronic copies. 8/18/2023, 8:
JOB COPY FL l 5043 _ R9 _ II _JambAttachmentDetails _ 2020 _ s.pdf https://www.floridabuilding.org/upload/PR_Instl_Docs/FL l 5043 _ R9 _Il _JambAttachme 2 of6 Use Southern Pine table only if both structure and jamb are Southern Pine. Use (SPF) table if the structure is Spruce-Pine-Fir or unknown, jambs must always be Southern Pine. Lesser spacing may be used to avoid interference with door hardware and or fastening system. Maiumum spacing shown in chan. Lag screw: 3/8" diameter x 3" minimum long; must conform to ANSI/ASME Bt8.2.t When applying back jambs over dry wall or other non strucrurat wall covering, use longer lags screws to insure I -1/1." minimum embedment required. Washer: 1-1/8" minimum outside diameter, must conform to ANSI B 18.22, I type A. Pre-drill 1/4" diameter pilot holes for lag sc,-cw insertion. 1-1/1." minimum lag screw edge distance required on 2x6. Spruce.Pine-Fir (SPF) STRUCTURE ---· ---. --. -.. -' .. -. -. ---' , MAX WIDTH DESIGN PRESSURE IN POUNDS,PER-SQUARE.fEET (PSF) ... IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 3J PSF 36 PSF 39 PSF 42 PSF 46 PSF SO PSF 53 PSF S9' 10' 12' 14' 15' 16' 18' 20' 22' 24' 26' 30' MAX WIDTH IN FEET S 10' 12' 14' 15' 16' 18' 20' 22' 24' 26' 30' 24• 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21• 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" 18" 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" 24" 24" 24" 2A" 24" 24" 24• 23" 21" 19" 18" 16" 15" 14" 24• 24" 24" 24" 24" 24" 24• 21· 20" 18" 17" 15" 14" 13" 24" 24" 24" 2A" 24" 23" 21" 19" 17" 16" 15" 13" 12" 12" 24" 24" 24" 24" 24" 21" 19" 17" 16" 14" 13" 12'' 11" 10" 24" 24" 24" 24" 21" 19" 17" 15" 14" 13" 12" 11" 10" 9" 24" 24" 24" 22" 20" 17" 16" 14" 13" 12" 11· 10" 9" 9" 24• 24" 24" 21· 18" 16" 14" 13" 12" 11· 10• 9• 8" 8" 24• 24" 21" 18" 18" 14" 12· 11· 10" 9" 9" 8" 7" 7" Southern Pine (SP) STRUCTURE .... --·---·-----···-···-···-··--,·-··------·-···,···-··,·----·-····----··-DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET (PSF) 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF SO PSF 53 PSF 24" 24" 24" 2A" 24" 24" 2A" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24'' 24" 24" 24" 24" 24" 24" 2A" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 24" 24" 24" 24" 24" 24" 24" 22" 20" 24" 24" 24" 24" 24" 24" 22" 20" 18" 24" 24" 24" 24• 24" 22'' 20" 18" 17" 24" 24" 24" 24" 23" 21" 19" 17" 15" 24" 24" 24" 23" 20" 18" 16" 15" 13" 24" 24" 24" 24" 24" 24" 24" 24" 23" 24" 23" 21" 23" 22" 20" 21" 19" 17" 19" 17" 16" 17" 16" 14" 15" 14" 13" 14" 13" 12" 12" 11" 10" 24" 24" 24" 23" 21· 20" 19" 18" 18" 17" 16" 15" 14" 14" 13" 12" 12" 11" 11• 10" 9" 9" r :\\\\\\1111111,,. ~,,..._ ~ '=-· sc.i.,.!11✓, ~ O~••,ti"Nae=~~ ~ ~ ":i." ' ~ ~ . ' ~ ~ l No.s1131 \ ~ -. . -a-cJ \ ,, ______ • • Anchors to be evenly spaced bctw the header 1111d the f100<. 2x6 Soutl,cm Pinc structuml grade Ju May be counterbored up to 3/8" deep at each anchor location to pro,,idc a flush mounting surface. ·First anchor located nt no more than 10 inches above the floor and no less than the minimum edge distance. • I• • Digitally signed by John E Scates Date: 2021.09.25 13:29:01 -05'00' ½• SHEA ~?/2" MIN +--1-½·sHEATinNo_/' 1~1 = *: • :• = -' .,.-1·1/2"MTN -1--l 1--+ 1-1/2"MTN -:;:. ,0 ', STATE Of ' ~ Southcm Pinc (SP) specific gravity = O.SS -::::, ~ \ .' .::::, Spru~e-Pine-Fir (SPF) specific gravity• 0.42 ~ 0,e.'••.~I..OR\0~••• ~ ~ Maxunum load per jamb=-0.5 x (door height) x (door width) x (maximum positive pcessure) ~ ~e, •·•·-·•t,~G ~ 1--+ J.1/2" MIN D DOD SCALE none OO□DD□ □ BBB DATE 03-26-2020 These charts do not address spring pad connections to the building. John E. Seate.,, P.E. '/111. '7ION/o.\. '!\,,"-Alternative design may be approved by a registered professional engineer. 2560 King Arthur, Ste 124-54 I I/ J /II I \ \ \ \ ~ Supponing structural clements shall be designed by a registered professional Lcw!sv1l1e, TX 1S0S6 J engineer for wind loads in addition 10 other loads. Florida P.E. # 5 I 737 Professional Engineer's seal provided only for TXPE S6308, 1'-2203 verification of windload collSlruction details. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. iOYtRBtAD OQOBII Back Jamb Attachment Detail Lag Screw C.H.I. Drawing: BJA-102R7 8/18/2023, 8: