HomeMy WebLinkAbout2032 Jefferson 18-2760 -ELECTRICALt
° CITY OF DEC 10 201
�PERMIT APPLICATION
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BY;SkNFORD
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BUILDING DIVISION Application No: "� �-7 &U
Documented Construction Value: $ `7 -7 l
oParcJob Address: f:V 3 J "e-, l-�cC��a Historic District: Yes ❑ No—
Parcel
el ID: Residential Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration4Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work:
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Plan Review Contact Person:
Phone:
Fax:
Email:
0011-If—S
Property Owner Information/�Name '\A�`� Phone: !6 r-7
— 4-�5— 6 3T-1—
Street:
City, State Zip:
Resident of property?:
fu
Contractor Information /
Name 06 ��S ISo u a Phone: -1 7 `- �2 — �76
fQ t Y G C \`C G� 11-f ti -
City,
Fax:
City, State Zip:L 3 Z7 -77� State License No.: C l 36 G ' 3 1-
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
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
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
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USED HOUSE
FACTORY, LLC
212 Casa Marina P1.
Sanford FL 32771
Phone: 407-435-6392
RENOVATION
•
FOR,
email:
hunterc@usedhousedfactory.com
REVISIONS:
- A Added Sheet 6 to drawing index
2032
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Fo the best ofthe Engineer's knowtedge, intorniation. and
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RECORD COPY
hese drawings comply with the 20t7 Florida Building Code -
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'or the structural engineering portions of the drawing pages
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NOTICE TO BUILDER AND ALL SUBCONTRACTORS
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WAEVIED FOR CODE COMPLJANCE
Sheet No. Sheet Title
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It is the intent of designer/engineer listed in the
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professionals clear information. Every attempt has
1.1 Demolition Plan
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2.0 Elevations
3.0 Electrical
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subcontractors are required to review all the
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information contained in these documents, prior
SANFORD BUILDING DIVISION
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to the commencement of any work. The
A PER',!JT.,:5SL1E0 Sa-LL BE CONSTRUED TO BE
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designer/engineer is not responsible for any plan
LICENSE TO ;i:,rXjEDwITH THE WORK AND NOTA T
AUTWA�I'f !,r) 4-KLATE. CANCEL. ALTER OR SETL
6.0 Details
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errors, omissions, or misinterpretations
ASIDE AU--F CY 1--�E PROWSIONS OF THE TECHf4tCA-
CODES, tKQ aSSUANCE OF A PERMIT PREVEN
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undetected and not reported prior to construction.
_,uGCFFICIAL FROM THEREAFTER
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RE66�igG A CCNrECTION OF ERRORS IN PLMS'
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AREA TABULATIONS
All construction MUST be in accordance to the
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EXISTING FLOOR PLAN = 1120 S.F.
information found in these documents. Any
regarding the information found in
NEW CONDITIONED SPACE = 40 S.F.
Wquestions
^Factory,
DATE: 03/06/2018
these plans should be directed to Used House
LLC at (407) 435-6392 immediately.
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TOTAL CONDITIONED SPACE 1160 S.F.
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No backcharges will be considered for
SANFJORD
OPEN CARPORT = 336 S.F.
OPEN PATIO = 252 S.F.
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reimbursement without advanced notification and
UTILITY ROOM = 96 S.F.
by Used House Factory, LLC. Payments
,ipproval
TOTAL UNCONDITIONED SPACE 684 S.F.
will be made in accordance to the terms of the
agreement.
COVER
SHEET
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TOTAL SPACE = 1844 S.F.
DOOR AND WINDOW
USED HOUSE
SCHEDULE
FACTO RY LLC
F-
WINDOWS
212 Casa Marina PI.
MART
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TYPE ROUGH OPENING
Sanford F L 32771
,
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(2) 3640 SH
90" x 50"
Phone: 407-435-6392
n
4240 SH
52" x 50"
21040 SH
36" x so"
email.
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36"x38"
hunterc@usedhousedfactory.com
42210 SH
52" x 34"
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REVISIONS:
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, TYPE ROUGH OPENING
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38 4" x 82 8'
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RAISE CONCRETE SLAB - 4 }" THIS
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THIS AREA TO MATCH THE LEVEL
OF SLAB IN EXISTING STRUCTURE
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IN EXISTING STRUCTURE
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FLOOR PLAN - SCALE:
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FLOOR PLAN
EXISTING ROLLE[
FRONT ELEVATION - SCALE: 1/4" = V
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REAR ELEVATION - SCALE: 1/4" = 1'
LEFT ELEVATION - SCALE: 1/4" = V
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RIGHT ELEVATION - SCALE: 1/4" = 1'
FACTORY, LLC
212 Casa Marina P1.
anford,FL 32771
Phone: 407--435--6392
email:
hunterc@used housed factory. com
061 3312018
'THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLOFIIDA BUILDING CODE 5TH EDITION (2014).
TOMAS PONCE MSCE,PE
FL.PE # 50068
367 MEDALLION PL.
CHULUOTA, FL. 32766
PH. (407) 484-0037
elier, the structural plans and specifications contained within
hese drawings comply with the 2017 Florida Building Code -
Zesidential 6th Edition. Engineer's signature and scat is only
or the structural engineering portions of the drawing pages
Baring Engineer's signature and scat.
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ELEVATIOi\jhis
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ELECTRICAL LEGEND
JU[S--ED—H—G S E
POWER SYMBOLS
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Phone: 407-435-6392
CARBON MONOXIDE UEIEOrOR
DAT" FAN
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email:
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367 MEDALLION PL.
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CHULUOTA, FL. 32766
FIERW
PH. (407) 484-0037
I. Electrical outlet heights as measured from finished floor to
ELEC PANEL ATTACHED r
centerline of die box to be 16" AFF, except:
TO CMU WALL, IN NEW
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Kitchen 44° AFF
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CFf's at Front Entry 24" AFF
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Bathroom 39" AFP
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Door Bell Push Button 44" APF
Laundry Room 36" AFP
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Thermostat 60" AFF
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Exterior Waterproof 12" APF
Bottom ofChlmdelier 66" AFF
Garage Gen. Purpose 42" AFP
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Center of Vanity Lights 81" AFF
Range 2" AFF
Microwave Outlet 8U" AFF
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Vented flood 80" AFF
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2. All trim plates mud devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished
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floor.
4. Electrical plan is intended for bid purposes only. All work
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shall be done in strict accordance with Ute latest edition of
the National Electric Code by a licensed electrical
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contractor who s(half be responsible for lthe installation &
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PORTABLE ISLAND
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sizing of all electrical, wiring and accessories.
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5. Smoke detectors shall be in accordance with 1:314 and
hese drawings Comply with the 2017 Florida Building Code -
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listed in accordance with UL 217.
tesidential 6th Edition. Engineer's signature and seat is only
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6. Provide Are -Fault Circuit Interrupters to provide protection
'or the structural engineering portions of the drawing pages
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orthe branch circuits in all dwelling units per'2014 FBC R
caring Engineer's signature audl seal.
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7. Provide'ranlper Resistant Receptacles as required by die
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S. 8315.1 Carbon Monoxide Protection: Carbon monoxide
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alarms or detectors shall be installed in all dwelling units in
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accordance with NITA 70. Such devices shall be listed by
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the appropriate standard, either ANSUUL'2034, standard
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for single mid multiple station co alaruls or UL 2075, gas
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and vapor detector sensor, according to the iustallativn.
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10. All smoke detectors to be a mininhum of36" !runt
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bathroom doors.
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into au A/C electrical power source and shall be equipped
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12. Bathroom exhaust fans must vent lu the exterior of tic
building. Ventilation die
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to attic space and soffits is not
acceptable.
13. All doors acrd windows providing direct access from the
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Monte to a pool area shall be equipped with an exit alanm
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complying with UL 2017 that hits a minimum sound
pressure ruling of 85dba at IU feel, either hardwired or
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plug -its type. The exit alarm shall produce a continuous
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audible warning when die door or window is opened.
14. Add GFCI to in laundry
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protection receptacles rooms and
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utility rooms of dwellings where installed within C of the
outside edge of a sink. This includes washing machine
Ireceptacles.
Receptacles shall not be required on a wall
—
281_8"
8'_811 11 12'
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directly behind a range or sink to fultill the requirement for
DRAWN �Y: CDH
am outlet every 24". The width of the range or sink shall
not be included in the spacing of the outlets unless the
distance from the (argue or sink Is greater than 12" for
straight counter tops and 18" for ranges and sinks installed
DATE: 03/06/2018
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in corner counters_
ELECTRICAL PLAN
- SCALE: 1/4" = 1'
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ELECTRICAL
USED HOUS�
TO SANITARY
SEWER
FACTO RY, LLC
212 Casa Marina P1.
VTR
211
Sanford
2"
SHOWER
FL 32771
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Phone: 407-435-6392
WATER
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email:
CLOSET
311
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hunterc@usedhousedfactory.com
NEW MAIN DRAIN UTNE TO TIE RITO
EXISTING MAIN DRAII'j LINE, WHILE
MAINTAINING SLOPE OF 1/4" PER 1'.
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ANGLE TO BE DETERI-III tED IN FIELD.
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PLUMBI NG RISER DIAGRAM:
TO BE VERIFIED WITH PLUMBER
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NOT TO SCALE..
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601-411
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271-411
21' 12'
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"THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE 5TH EDITION (2014).
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TOMAS PONCE MSCE,PE
FL.PE # 50068
367 MEDALLION PL.
CHULUOTA, FL. 32766
PH. (407) 4840037
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PLUMBING
PLUMBING PLAN - SCALE: 1/4" = 1'
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FRAMING NOTES:
-US-ED-MaUSE
1.
Existing monolithic concreteFACTO
foundation.
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2.
New 4 /" thick concrete slab over
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212 Casa Marina P1.
existing foundation.
3.
New 9;" thick concrete slab over
Sanford FL 32771
-
existing foundation.
4./
x 6 galvanised anchor bolt
with washer and nut, or " x 5"
x
Phone: 407-4.35-f 392
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wedge expansion anchor with
email:
5.
washer and nu, 36" O.C.
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Sill
hunterc@usedhousedfactory.com
plate gasket.
6.
(1) P.T. #2 SP 2x sill plate.
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Fasten inside face of stud wall to
sill plate with USP SPT22 (ortl
+ili�lt�ill��r��
equivalent) with (8) 10d nails.
A� 55 P,C.1,�
7.
%6" ZIP OSB sheathing. All edge,,h}•''
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to be blocked. Attach with 8d
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to
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nails, 3" O.C. at edges and 4" O.C.
infield.
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All joints to be sealed
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with 3 %" ZIP tape.
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8.
1-lardiePlank fiber cement lap
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(or equivalent). See
PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE 5TH EDITION 2014siding
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installation uide forg
TOMAS PONCE MSCE,PE
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manufacturer's requirements and
FL.PE # 50068
367 MEDALLION PL.
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recommendations.
CHULUOTA, FL. 32766
3
9.
Polyethylene underlay film, 6 mil.
PH. (407) 484-0037
10.
%6" ceramic tile laid over Y4" bed
tile thinset mortar.
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11.
Wood baseboard.
A 2x4 WALL SECTION
2x8 WALL SECTION
'� Mme'
�'+ 2x4 SHED
WALL SECTION
12.
13.
%Z" drywall.
2x4 #2 SP studs @ 16" O.C.
=
SCALE: 3/4" 1'
5.0 SCALE: 3/4" = 1'
5.0 SCALE:
3/4" = 1'
14.
2x8 #2 SP studs @ 16" O.C.
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15.
2x4 #2 SP studs @ 24" O.C.
16.
R-13 faced fiberglass batt
insulation between wall studs.
17.
R-30 faced fiberglass batt
insulation between ceiling joists.
18.
Double 2x- top plate.
19.
2x6 #2 SP ceiling joist, 24" O.C.
20.
%" lightweight, sag -resistant
drywall.
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21.
2x4 blocking, trimmed to Fit and
belief, the structural plans and specitications contained within
diese drawings comply with the 2017 Florida BUitding Code -
fastened t0 2x6 roof rafter with
tcsidential 6th Edition. Engineer's signature and sent is only
two I Od nails per rafter.
or the structured engineering portions orthe drawing pages
earing Engineer's signature and seal.
22.
Existing 2 -ply 2x8 header.
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23.
Existing roof tie -down strap.
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24.
Existing 2x6 roof rafter.
25.
Existing roof, consisting of asphaltO
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shingles overunderlayment,
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attached to /' tongue -in -groove
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planks.
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Screen for ventilation.
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27.
Existing 2x4 carport roof rafter.
('� 7
CY
n O
28.
Existing rolled roofing over %"
N
<
plywood decking.
29.
Existing support struts and
06
_J
underpurliris.
N
W
30.
1 -Ply P.T. 92 SP 2x8 post fastened
rnU
to remaining C.M.U. wall using
two staggered rows of %" x 4"
Tapeons, 24" O.C.
V).
n
Q
31.
3 -Ply l%"x11$"x20'LVL__J
beam, fastened together per
DRAWN BY: CDH
engineering drawing.
DATE: 03/06J2018
32. 2 USP LTW12, or equivalent.
33. USP JUS26 Hanger,
or equivalent.
34.
USP MSTA12, or equivalent.
� Fr
M J
K
DETAILS
d V
r
STRUCTURAL DESIGN CRITERIA
CODE CRITERIA
• 2017 FLORIDA RESIDENTIAL BUILDING CODE
• FLORIDA FIRE PREVENTION CODE (2017 EDITION)
• FLORIDA ACCESSIBILITY CODE (2017)
• NFPA 70-14_ NATIONAL ELECTRICAL CODES.
• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, - (ACI 318-14)
• SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS - (ACI 301-14)
• BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13)
• NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015
EDITION
• WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION.
• APA PLYWOOD DESIGN SPECIFICATION
• AMERICAN SOCIETY OF CiViL ENGINEERS: ASCE/SF.17-10
• ALUSITNUM DESIGN MANUAL -2010 EDITION
GENERAL ROOF LOADING
STRUCTURAL ABBREVIATIONS
GENERAL STRUCTURAL NOTES
AB
ANCHORBOLT
ID
INSIDE DIAMETER
ROOF (PSF)
ROOF (PSF)
ACI
AMERICAN CONCRETE INSTITUTE
IF
INSIDE FACE
CAST IN PLACE REINFORCED CONCRETE
STRUCTURAL STEEL
ADDL
ADDITIONAL
IN
INCITES
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT
I. MATERIAL SPECIFICATIONS:
AFF
ABOVE FINISHED FLOOR
INCL
INCLUDING
28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP
WiDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fr -M KSI
AISC
AMERICAN INSTITUTE OF STEEL
INTO
INFORMATION
OF 5" PLUS OR MiNUS V, AND I IAVE 2 TO 5% AIR ENTRAINMENT, AND A
TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSi
40
CONSTRUCTION
INT
INTERIOR OR TNTF.RNAi,
MAXIMUM WATER/CEMENT RATIO OF 0.63
PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI
AiSI
AMERICAN IRON AND STEEL INSTITUTE
ATTICS W/ LIMITED STORAGE
20
2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP
ALL OTHER STRUCTURAL & MiSC. STEEL: A36 Fy-36 KSI
AL, ALUM
ALUMINUM
JT
JOINT
BARS OF BEAMS.
2. STRUCTURAL CONNECTIONS:
ALT
ALTERNATE
0
-) 29.1
3. HORIZONTAL FOOTING BARS SHALL BE BENT I'-0" AROUND CORNERS OR
ALL STRUCTURAL BOLTS TO BE A325N U.N.O
ANSi
AMERICAN NATIONAL STANDARDS
K
KIPS
CORNER BARS WITH A 2'-0" LAP PROVIDED.
STRUCTURAL BOLTS SMALLER THAN 5/8" DIA- TO BE A307
APPROX
INSTITUTE
APPROXIMATELY
KO
KSI
KNOCK OUT
KIPS PER SQUARE INCH
4.. CONCRETE COVER MTN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM
TIIREADED ROD SHALL CONFORM TO A36 OR A307
ARCH
ARCHITECTURAL
(-) 303
-) 28.6
U.N.O.
ANCHOR BOLTS SHALL CONFORM TO ASTM F1554
ASSY
ASSEMBLY
LF
LINEAR FEET
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1851 A185M. WWF
ALL BOLTS CAST M CONCRETE: ASTM A36 OR ASTM A-307
ASTM
AMERICAN SOCIETY FOR
LLIT
LONG LEG HORIZONTAL
SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS
SHOP AND FIELD WELDS: E70XX ELECTRODES
TESTING MATERIALS
LLV
LONG LEG VERTICAL
WIRE WITHIN THE 6". POLYPROPYLENE FIBERS FOR SLABS ON GRADE
STEEL SHOP DRAWINGS TO BE PROVIDED TO
AWG
AMERICAN WIRE GAGE
LOC
LO
TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD
ENGINEER OF RECORD (EOR) BEFORE FABRICATIONFOR REYIER'
AWS
AMERICAN WELDING SOCIETY
LONG
LONGITUDINAL
6. AL.I, REINFORCING STEEL / STIRRUPS AND TiPS SHALL BE NEW
AND APPROVAL
LP
LOW POINT
DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OiL & SHALL
PRE ENGINEERED WOOD TRUSSES
B/
BOTTOM OF
LW
LONG WAY
MEET ASTM A615/ A185M GRADE 40 U.N.O. REINFORCING FOR FOOTING
BL
BUILDING LINE
Sl TALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP
I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SEC FUMY
BLDG
BUILDING
MAIL
MATERIAL
REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS 16T1T1
BLK
BLOCKING
MAX
MAXIMUM
STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE
HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN
BM
BEAM OR BENCH MARK
MECTI
MECIiANiCAL
SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED
2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED E\
BP
BASEPLATE
MEZZ
MEZZANINE
TO FOOTING REINFORCING. SPLICES M REINFORCING WHERE
ACCORDANCE WITH THE LATEST EDITION OF771E -ti!1TMkL
• BTW
BETWEEN
MTL
METAL
PERMITTED SHALL BE AS PER DETAIL MS05.
DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ifTS
'
MFG
MANUFACTURING
7. SIMPSON HIGH STRENGTT3EPDXY-TIE ANCHORING ADI IESI VE WAS USED
FASTENERS" AS RECOMMENDED BY THE NAT".1 AL FOREST
CF
CUBIC FOOT OR FEET
MFR
MANUFACTURER
IN THE DESIGN OF TI IIS PRODUCT. IF CONTRACTORS WISH TO USE A
PRODUCTS ASSOCIATION.
' CTI
CHORD
MM
MINIMUM
DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF
3. TRUSS MEMBERS AND CONNECTIONS SITALL BE PROPORTiONED
CJ
CONTROL JOiNT
MiSC
MISCELLANEOUS
RECORD FOR WRITTEN APPROVAL.
(WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD
CLR
CLEAR
MK
MARK
8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT
DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GiVEN M TETE
CMU
CONCRETE MASONRY UNIT
MOD
MODIFY OR MODiRCATION
AREAS, APPENDIX "F" OF THE 2014 FLORIDA RESIDENTIAL BUILDING
NOTES AND TOTAL DEAD LOAD.
CO
CLEAN OUT
CODE IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE
4. BRIDGING FOR PRE-ENGINEERF,D TRUSSES SItAIL BE AS REQL71RFD
COL
COLUMN
NF
NEAR FACE
AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS
CONIC
CONCRETE
N
NORTH
NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SI IALL BE REPLACED
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GE! T'RAL
CONN
CONNECTION
NA
NOT APPLICABLE
WiTH 3000 P.S.I. FOR THE CONCRETE STRENGTH.
CONFIGURATION OF TRUSSES ONLY. WEB Mi!BE RS ARE NOT
CONST
CONSTRUCTION
NIC
NOT IN CONTRACT
SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS 36ILVNI-TACTURi3t
CONT
CONTINUOUS
NO
NUMBER
MASONRY
M ACCORDANCE WITH THE FRAMING DESIGN LOADS:
CONTR
CONTRACTOR
NOM
NOMINAI,
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAT. WEIGHT,
6. DESIGN SPECIFICATIO:ti'S FOR LiGHT WEIGHT METAL PLATE
CSK
COUNTER SUNK
NS
NEAR SIDE
CONFORMING TO ASTM C90-0601, WIT] I A MiNIMUM NET COMPRESSIVE
CONNECTED WOOD TRUSSES PER THE TRUSS PLATE i\'STTTUTE TPI
CTR
CENTER
NTS
NOT TO SCALE
STRENGTH OF 2000 PSI ( fm = 2000 PSi )
LATEST EDITION.
CY
CUBIC YARD
2. MORTAR SHALL BF., TYPE "S", CONFORMING TO ASTM C270.
7. PRE-ENGiNEERED WOOD TRUSSES SHALL BE DFSIGNTM BY TETE
OC
ON CENTER
3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM
MANUFACTURER IN ACCORDANCE WITH SPECIFTFD LOADS AND
DBL
DOUBLE
OD
OUTSIDE DIAMETER
AGGREGATE SiZE OF 3/8" AND A MINIMUM COMPRESSIVE ST'RENGTI I AT
GOVERNING CODES. SUBMITTALS SMALL INCLUDE TRUSS
DEG
DEGREE
OF
OUTSIDE FACE
28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY
FRAMING PLANS AND DETAiIS SHOWING MUSiBFR SUMS,
DEMO
DEMOLITION
OH
OPPOSITE. I [AND
INSPECTIONS ARE REQUIRED DURING CONSTRUCTION
BRACING, ANCHORAGE CONNECTIONS, TRUSS LOCATIONS, AND
DET, DTL
DETAIL
OPNG
OPENING
4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS
PERMANENT BRACING AND/OR BRIDGING AS REQUERED FOR
DIA
DIAMETER
OPP
OPPOSITE
WITH THE CELLS FILLED WITH COARSE GROUT.
ERECTION AND FOR THE PERMANENT STRUCTURE EACH
DIAD
DIAGONAL OR DIAGRAM
5. VERTICAL REINFORCEMENT SHALL BE IIELD IN POSITION AT THE TOP
SUBMITTAL, SHALL BE SIGNED AND SEALED BY A FLORIDA
DIM
DIMENSION
PAF
POWER ACTUATED FASTENER
AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DTA OR l OFT WHICH
REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR
DL
DEAD LOAD
PERM
PERMANENT
EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF TILE
REVIEW AND APPROVAL PRIOR TO FABRICATION.
DN
DOWN
PL
PLATE
MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE,
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS
DO
DiTTO
PLF
POUNDS PER LINEAR FOOT
6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05, UNLESS
WORKING POINTS, BiARING POINT'S, AND SIMILAR CONDITIONS.
DWG
DRAWING
PLYWD
PLYWOOD
OTHERWISE NOTED ON THE DRAWINGS.
TRUSS SHOP DRAWINGS SHALL. SHOW ALL TRUSSES. ALL BRACING
DWI,
DOWEL
PREFAB
PREFABRICATED
7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC
MEMBERS, AND ALL TRUSS TO TRUSS 1tkVGFYS,
PRO
PROJECTION
SCREEN, METAL LATH STRiP OR CAVITY CAPS MAY BE USED TO
UPLIFT CONNECTORS
EA
EACH
PSF
POUND PER SQUARE FOOT
PREVENT THF, FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT
EF
EACH FACE
PSi
POUND PER SQUARE MCiI
PAPER AS A STOP IS PROHIBITED.
1. UPLIFT CONNECTORS SUCH AS HURRICANE CUPS. TRUSS ANCHORS
EJ
EXPANSION JOINT
PT
PRESSURE TREATED
8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY
AND ANCHOR BOLT'S ARE ONLY REQUIRED ON' MEMBERS M WAILS
EL
ELEVATION
PTD
PAINTED
DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD
ELEC
ELECTRICAL
CONTRACTOR
BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT' FORCES.
ELEV
ELEVATIONS
QTY
QUALITY
9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING Si [ALL BE
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE
ENGR
ENGINEERABOVE
AND BELOW ALL WALL OPENINGS
CONNECTORS APPLIED. PLEASE COORDINATE T TTF TRUSS ENGT\TER
EOS
EDGE OF SLAB
RC
REINFORCED CONCRETE
10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS
FOR THE LOCATION OF T)IFSE WALLS.AND STRUCEL'RAL PLANS FOR
EQ
EQUAL
RD
ROOF DRAIN
AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACT 318
pg
Flff,' PAIR NOTES
EQUIP
EQUIPMENT
REF
REFERENCE
11. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY
EQV
EQUIVALENT
RETNF
REINFORCED OR REINFORCEMENT
VIBRATE TIIE FILLED CELL WITH EITHER RODDING OR PENCIL
1. MISSED "J" BOLTS FOR ROOD BEARING WALLS MAYBE
ETC
ET CETERA
REQD
REQUIRED
VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION
SUBSTITUTED WITH 1/_ DIA. EPDXY ANCiiORS 1ATT71 T E%MiDMENT.
EXIST
EXISTING
REV
RO
REVISION
ROUGH OPENING
WOOD CONSTRUCTION
SET'
SIMPSON"SET' EPDXY ADHESIVE BINDER ALL
EXPANSION
MANUFACTURER'S
MANUFACTURER'S RECO�LMLTVDATIONS OR SP.1iP50\ l7 TTTEN I ID
OR PEON
EXT
EXTERIOR
RP
REFERENCE POINT
I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND
BOLTS WiTH MINIMUM T EMBEDMENT. SEE PIA.\ FOR EMBEDMENT
EW
EA WAY
MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLACKING OR
DEPTH AT FLOOR STEPS.
SCHED
SCHEDULE OR SCHEDULED
GABLE END BRACING) SHALL BE EITHER #1 SOUTHERN PINE, OR S.P.F.
2. FOR MISSED VERT. DOWELS, DRTLL A 3/4" DIAMETER MOLE 6" DEEP
" FD
FLOOR DRAIN
SDS
SELF -DRILLING SCREW
NUMBER 2 GRADE OR BETTER SHALT, BE USED REGARDLESS OF SPECIES.
AT THE LOCATION OF THE OMITTED REBAR AND INSTAILA 32" LONG
FDN
FOUNDATION
SIM
SIMILAR
2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE
#5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART
, FFIi
FINISHED FLOOR ELEVATION
SJI
STEEL JOIST INSTITUTE
ONLY (MOISTURE CONTENT 19°/" OR LESS), U.N.O. ALL WATERPROOFING
EMBEDMENT EPDXY (SIMPSON HTGH STRENGTH EPDX -TTE
FF
FINISHED FLOOR
SPEC
SPF.CiFICATION(S)
AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE
ANCHORING ADHESIVE) MIXED PER Ti TE MANUFACTURERS
FIN
FINISH
SQ
SQUARE
CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS
INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM
FLO
FLANGE
SS
STAINLESS STEEL,
3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES
DRILLING ARE REMOVED FROM TI IF HOLE BY BRUSHING AND USING
FLR
FLOOR OR FLOORING
STD
STANDARD
1N THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD
COMPRESSED AiR PRIOR TO APPLYING TI IE EPDXY. A110W THE
- FMG
FRAMING .
STL .
STEEL
PROTECTION SHIELDS.. ALL HOLES OVER 1" IN DiA. FOR PLUMBING LINES,
EPDXY TO CURE TO THE MANUFACTURER'S SPECTFICAT"NS, THEN
FP
FULL PENETRATION WELD
STRUCT
STRUCTURE OR STRUCTURAI;
ETC. SHALL BE REPAIRED WiTH SiMPSON HSS2 STUD SHOES,TYP., U.N.O.
FILL THE CELL M TIIE NORMAL WAY DURING BOND BEAM POUR -
FR
FROM OR FIRE RATED
SUSP
SUSPENDED
4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT
3.. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) t5 VERT. IN CONC.
FT
FOOT OR FEET
SYM
SYMMETRICAL
ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RFSPONSIBTLITY TO
FILLED CELL EACH SiDE OF TI TE JOiNT ( BAR DOES NOT LiAVE TO BE
FTG
FOOTING
SYS
SYSTEM
VERIFY TI iE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE
CONT. TO FOOTING).
FUT
FUTURE
SW
SHORT WAY
CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D,
4. MISSED LINTEL STRAPS FOR MASONRY CONSTRU('TiOI': %LAY BE
CBA -A OR CA -B REQUIRE HOT-DiPPED GALVANIZED OR STAINLESS STEEL
SUBSTITUTED WiTT 1(1) SIMPSON MTSM16 TWIST STRAP W/(4) V4"x 2%4"
GA
GAGE/GAUGE
T
TOP
FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
TITENS TO MASONRY AND M -10d NAILS TO TRUSS FOR LTLIFTS LESS
GALV
GAINAN17ED
T&G
TONGUE AND GROOVE
5. ALL EXPOSED WOOD OR WOOD M CONTACT WITH EARTH OR CONCRETE
THAN 860 LBS (USE (2) NMM16 FOR UPLIFTS LESS THAN 1720.. IF
GB
GRADE BEAM
TBD
TO BE DETERMINED.
TO BE PRESSURE TREATED.
CORNER STRAP IS MISSED CONTRACTOR TO INSTALL () STMPSON
GC
GENERAL CONTRACTOR
TEMP
TEMPORARY
6.. UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITTi CONCRETE
��
HGAMIO R / (4)1/4 x 1 12"SDS SCREWS AND (5)1/4' z 21/4' TITENS
GEN
GENERAL
THRU
THROUGH
OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING
ONE EACH SIDE OF TRUSS.
GR
GROUND
T/
TOP OF
LOCATIONS WITHOUT WOODEN TOP PLATES.
NO MORE THAN 10 STitAPS MAY BE SUBSTITUTED OR NO MORE THAN
GRTG
GRATING
TYP
TYPICAL
7, SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
3 M A ROWWITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS
8. ALL ENGINEERING LUMBER TO 14AVE THE FOLLOWING MIN VALUES U.N.O.
CONNECTIONS ARE MISSED. CONTACT THE EOR FOR SL'RSTi'IUTiON.
I I
HiGiL
UL
UNDERWRITER'S LABORATORIES
COLUMNS: 2.0E = 2950
5. IF MISSED, MSTAM360R MSTAM40 S'T'RAP IS MISSED FOR 22ND FLOOR
HDW
HARDWARE
UNO
UNLESS NOTED OTHERWISE
BEAMS: 2.0E Fb= 2 2950
JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL_ SiMPSON
iT
HOLLOW MMETAL9.
SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR
HTT5 W/ (26)16d x 2Y2" NAILS AND 5/" ANCHOR BOLT SET h SIMPSON
ITT
HEIGHT
VERT
VERTICAL
SILT ATTTING REQUIREMENTS ALONG W/ NAILING INFORMATION
HIGH STRENGTH EPO\Y W/ MiN 6" EMBEDMENT ANI) 36"N 3" EDGE
HORIZ
HORIZONTAL
VFY
VERIFY
OTHERWISE:
DISTANCE. CONTACT FOR IF STRAPS ARE MiSSED U\'I)i'R GERDER
HP
ITTGII POINT
VIF
VERIFY IN FIELD
ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB
JAMB STUD LOCATIONS.
HVAC
HEATING VENT. AIR GOND.
HEATHOOK
FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24)
HK
W
WIDTH
WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB
W/
WITH
W/O
WiTHOUT
WP
WORK POINT
WT
WEIGHT
WWR
WELDED WIRE, REINFORCEMENT
r
STRUCTURAL DESIGN CRITERIA
CODE CRITERIA
• 2017 FLORIDA RESIDENTIAL BUILDING CODE
• FLORIDA FIRE PREVENTION CODE (2017 EDITION)
• FLORIDA ACCESSIBILITY CODE (2017)
• NFPA 70-14_ NATIONAL ELECTRICAL CODES.
• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, - (ACI 318-14)
• SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS - (ACI 301-14)
• BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13)
• NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015
EDITION
• WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION.
• APA PLYWOOD DESIGN SPECIFICATION
• AMERICAN SOCIETY OF CiViL ENGINEERS: ASCE/SF.17-10
• ALUSITNUM DESIGN MANUAL -2010 EDITION
GENERAL ROOF LOADING
TOP CHORD LL
SHINGLE
METAL
TiLE
HEAVY
L1240
ROOF (PSF)
ROOF (PSF)
ROOF (PSF)
ROOF (PSI)
TON CHORD LL
20
20
20
20
TOP CHORD DL
10
10
15
25
BOTTOM CHORD
0
0
0
0
BRIT TOM CHORD DL
10
10
10
10
TOTAL (PSF)
40
40
45
55
BOTTOM CHORD LL (OPT)
(+) 29.7
(+) 29.7
(- 32.1
ATTICS W/ LIMITED STORAGE
20
20
(+) 28-3
(+) 28.3
ATTICS W/ HEAVY STORAGE
50
(-) 37.0
O Q
0
50
• ATTICS W/ NO STORAGE
10
0
-) 29.1
-) 33.4
(NON -CONCURRENT)
100
(+)251
(+) 25.2
NOTE: LL REDUCTIONS ARE ALLOWED PLK CODL BU I ONLY WITH WRITTEN
APPROVAL FROM EOR OR INDICATED ON PLAN
GENERAL FLOOR LOADING
TOP CHORD LL
40 (PSF)
COMMENTS:
TOP CHORD DL
10 (PSF)
L1240
BOTTOM CHORD LL
0 (PSF)
BOTTOM CHORD DL
5 (PSF)
TL/180
ENCLOSED
SPECIAL FLOOR LOADING
GAMH ROOM
60
COMMENTS:
BALCONIES/ DECKS
OF
40BALCONIES
TL/240
OVER 100 SQ:FT
60F
WIND PRESSURE
LIGHT STORAGE
125 (PSF
,
LIBRARIES
••• TI. MAX 12"
w '
READING ROOMS
STACK ROOMS
60 (PSF)
150 (PSF)
DIAGRAM
DEFLECTION CRITERIA
ROOF TRUSSES'
LU240
TU180
COMMENTS:
ROOF RAFTERS
L1240
TL/180
IT
ROOF RAFiTIRS (W10 CLGJ
LL/240
TL/180
ENCLOSED
FLOOR TRUSSES/ BEAMS •
LLJ360
TIJ240
FOR 2 STORY HOME IS 30FT
FLOOR i-JOiSTy••
LU480
TL/240
EFFECTIVE
0 T MAX V UP TO 40FT SPAN
WIND PRESSURE
WIND AREA
**TL MAX 3/4"
AND SUCTION
(SQ FEET)
••• TI. MAX 12"
U.
N
WIND LOADING CRITERIA
WIND SPEED (ULTIMATE)
139.9 MPH
WIND SPEED (ALLOWABLE)
108.5 MPH
EXPOSURE CATEGORY
C
BUILDING CATEGORY
IT
BUILDING TYPE
V
ENCLOSURE CLASSIFICATION
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/-0.18
NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND
FOR 2 STORY HOME IS 30FT
ASCE 7-10 WALL DESIGN ALLOWABLE
COMPONENTS AND CLADDING WIND PRESSURES
AND SUCTIONS FOR MEAN ROOF HEIGHT � 6011
EFFECTIVE
WIND PRESSURE
WIND PRESSURE
WIND AREA
AND SUCTION (PSF)
AND SUCTION
(SQ FEET)
(+) VALUE DENOTES PRESSURE
U.
N
(-) VALUE DENOTES SUCTION
DIAGRAM
AREA
O
O
(VO
10
(+) 29.7
(+) 29.7
(- 32.1
(-) 39.6
Ce
20
(+) 28-3
(+) 28.3
(-) 30.8
(-) 37.0
O Q
0
50
(+) 26.5
(+) 26.5
0
-) 29.1
-) 33.4
00
100
(+)251
(+) 25.2
G) 27.7
- 30.8
DiAGRAM
GARAGE DOORS'
SOFFIT
47-0- x T-0-
16-0- x T-0"
(-) 29.7
(+)26.8
(+)25.7
(-) 303
-) 28.6
GENERAL
PRESSURE NOTES
NOTES:
1. MULTIPLE THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WiND
PRESSURES.
L -a' =END ZONE iS ONLY WTITiiN 5'-O" OF ALL EXTERIOR BUILDING CORNERS.
3. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES,
OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
. 4
FACTORY, LLC.
212 Casa Marina PI.
Sanford,FL 32771
Phone: 407-435-6392
email:.
hunterc@usedhousedfactory.com
06/U312018
'THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE 5TH EDITION (2014).
TOMAS PONCE MSCEPE
FL.PE # 50068
367 MEDALLION PL.
CHULUOTA, FL. 32766
PH. (407) 484-0037
)clief, the structural plans and specifications contained within
hese drawings comply with the 2017 Florida Building Code -
tesidential 6th Edition. Engineer's signature and seal is only
or the structural engineering portions of the drawing pages
>earing Engineer's signature and seal
U DRAWN BY: CDH
W
rn DATE: 03/06/2018
O
a 5.1
STRUCTURAL
NOTES
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rn DATE: 03/06/2018
O
a 5.1
STRUCTURAL
NOTES
FRAMING NOTES:
us H U SE
1.
Existing monolithic concrete
foundation.
FACTORY,
LLC
2.
New 4 %" thick concrete slab over
212 Casa Marina P I
existing foundation.
.
4
3.
New 9 ;" thick concrete slab over
Sanford FL 32771
A
--�
existing foundation.
4
%" x 6" galvanized anchor bolt
- -
-
with washer and nut, or x" x 5"
Phone: 407--4356392
wedge expansion anchor with
email:
washer and nut, 36" U.C.
hunterc@usedhousedfactory.com
5.
Sill plate gasket.
8
6.
(1) P.T. #2 SP 2x sill plate.
8
-
Fasten inside face of stud wall to
REVISIONS:
sill plate with USP RSPT4 (or
equivalent) at 32 O.C. with (8)
1 _ Added Sheet 6
I Od nails.
�L
4
7.
Y/6" ZIP OSB sheathing. All edge,
o s
0 8
to be blocked. Attach with 8d
1
8
nails, 3" O.C. at edges and 4" O.C.
7
in field. All joints to be sealed
. 6
•
with 3 %" ZIP tape.
aa
s
a ' , .4 9• 5
.. ;.' .
• • .. q• t '•
'" F'°`
4
8.
HardiePlank fiber cement lap
a 4
4,.
: ` , 4
siding (or equivalent). See
installation guide for
1
manufacturer's requirements and
3
recommendations.
9.
Polyethylene underlay film, 6 mil.
10.
1 " bed
/6 ceramic the laid over /l
X16"
)�1 '•', , o.e„"7'''r/'.r =
tile thinset mortar.
y�'. r:
A 2x4 WALL SECTION
I
Zx8 WALL SECTION
CX4
SHED WALL SECTION
l I.
12.
Wood baseboard.
/" drywall.
��,`
o A np ; zZ a
SCALE: 3/4" 1'
SCALE: 3/4" V
SCALE: 3/4" = 1'
=
CJO
=
13.
2x4 #2 SP studs a 16" O.C.
o z
��
.O
14.
�.
2x5 #2 SP studs (c� 16 O.C.
�. ", z� Qom
•'�f , `°'r.a�.4,��" r o o� C) , J"�
15.
2x4 #2 SP studs �r) 24" O.C.%p�
I ``�`��` W o w o E- o
16.
R-13 faced fiberglass britt
�d�fwill �'=��'` � w� a ° W 0 Cr
insulation between wall studs.
z< Q "� I- Za
__----__-__
-_- -- _--__-_--
R-30 faced fiberglass batt
�2 o v
__17.
.�••-
Insulation between ceilingjo)sts.
CLl-
18.
Double 2x top plate.
19.
2x6 #2 SP ceiling joist, 24" U.C.
20.
Y" lightweight, sag -resistant
Yoihe best ot the Engineers•"ow ee ge, tnlonnatlo" and
drywall.
belief,, the Structural Plans and Specifications contained within
these drawings comply with the 2017 Florida Building Code -
DOUBLE 2x4 TOP PLATE A"fTACHED
2I •
2X4 blocking, trimmed to fit and
residential 6th Edition. Engineer's Signature and seal is only
EXISTING ROOF RAFTERS AT
16" O.C. (TYP) SUPPORTED -----
BY EXISTING BEAM �
_Yr - ''r-
EXISTING DOUBLE 2x8 BEAM
� -- DOUBLE "2x4 TOP PLATE
'1^----'Y
TO EXISTING ROOF RAFTERS WITH
USP RT3A (OR EQUIV.) AT 32" O.C.
WITH (8) 10d NAILS
Y�Q �1_--_- �� 1---
EXISTING ROOF RAFTERS ATor
16" O.C. (TYP) SUPPORTED EXISTING DOUBLE 2x8 BEAM
BY EXISTING BEAM DOUBLE 2x4 TOP PLATE
i7
22.
fastened to 2x6 roof rater with
two 10d nails per rafter.
Existing 2
2 2X8 header.
the Structural engineering portions o('the drawing pages
bearing Engineer'S Signature and Seal.
W rl
--- - - --
23.
- ply
ply
Existing
®
Q
I
r - -r ---
roof tie -down strap.
USP SP F22 (OR EQUIV.)
DOUBLE 2x4 HEADER
DOUBLE 2x6 HEADER
USP SPT22 (OR EQUIV.)
r
24 •
Existing 2x6 roof rafter•
��� (Y)
\J
AT 32" O.C., FASTENED .-
WIThI (lU) lOd NAILS (TYP)
AT 32" D.C., FASTEIIED -
WITH 10d NAILS
-
?�
25.
Existing roof, consisting of aspilal
L.
U') 1
(10) (TYP)
�_,_
DOUBLE 2x6 HEADF�Z
I I
shingles over underlayment,
attached to %" tongue -in -groove
_
li Ul_
W
_- -
EXISTING CONCRETE
-BLOCK STRUCTURE
_ _ _ _ _ __
-- ----- -
-
'
ROUGH OPEN1f9G AS !
l REQUIRED PER WINDOW
T -
26.
planks.
Screen For ventilation.
j<
�+ /
Li
1"1"I
LL
ROUGH OPENING AS
ROUGH OPENING AS
REQUIRED
MANUFACTURER
n
27.
Existing p
1 `iistinb 2X4 carport roof rafter.U.
/ i
1 V
m Z'
CING AS
REQ
MANUFACTURER OOR
IN MANU MANUFACTURERDOOR
BRACING AS _-
1/1
20.
Existing rolled roofing over Y2"s/
CD
REQUIRED U (TYP)
(TYP)
REQUIRED )
REQUIRED (IYP)
T j 1,
plywood decking.
(�
�J
I i
i
29.
Existing support struts and
W
N
11J
(n
PT #2 SP 2x4
underpurlins.
C�
to
PT #2 SP 2x4
BASE PLATE-
BASE PATE
�
�1.
PT t2 SP 2x4
BASE P1ATE
d
u 1
30.
1 -Ply P. I'. #2 SP 2x8 post fastened
,.
.�
W
.r.,e.: ....•, .:..
c ,o n
USP RSPT4(OR EQUIV.)
AT 32" O.C., FASTENED �-
(TYP)
WIIH (8) lOd NAILS TYP
.:.-r .... .;y'• .i. .r:. i{�:'r ',i.
' ' - �Qu •+
� EXISTING MONOLITHIC
-'_ _.__. a
USP RSPT4 (OR EQUIV.)
AT 32" O.C., FASTENED EXISTING MONOLITHIC
WITH (8) 10d NAILS (TYP)
CONCRETE FOUNDATION
USP RSPT4 OR'
( EQU1V.)
AT 32" O.C., FASTENED --
WITH (8) 10d NAILS (TYP)
-
•-" : `•V : r%_ �:� •'.:7:;�.
.', '•
• ,
;�rt�r f.
��_
EXISTING MONOLITHIC
to remaining C.M.U. wall using
I nrrO
two staggered rows of x 4
gg „
1 a Cons, 24 O.C.
p
s
_J
�✓ 1
<
CONCRETE FOUNDATION
CONCRETE FOUNDATION
" x 6" GALVANIZED ANCHOR BOLT'
NEW 4 J" THICK CONCRETE SLAB
}" x 6" GALVANIZED ANCHOR BOLT
a
}" x 6" GALVANIZED ANCHOR BOLT NEW 4 J THICK CONCRETE SLAB
31.
3 -Ply I Y.}" x I 1 1" x 20' L VL
U
DRAWN BY: CDH
WITH WASHER AND NUT, OR J" X �"
WEDGE EXPANSION ANCHOR WFTH
OVER EXISTING FOUNDATION
USP RSPT6-2 (OR EQUIV.)
WITH WASHER AND NUT, OR '� X 5"
WEDGE EXPANSION ANCHOR WITH USP RSPT6-2 (OR EQUIV.)
WASHER AND NUT, 36" O.C. TYP
( ) FASTENED WITH
WITH WASHER AIiD NUT, OR' X 5" OYER EXISTING FOUNDATION
H
WEDGE EXPANSiOH ANCHOR WITH US? RS?T6-2 (OR EQUIV.)
WASHER AND NUT, 36" O.C. (TYP)
beam F
, astened together per
UJ
WASHER AND NUT, 36" O.C. (TYP) FASTENED WITH
(14) 10d NAILS (TYP)
FASTEItED WITH
en Ineerm drawin .
(14) 10d NAILS (TYP)
(14) 1Dd HAILS (TYP)
32.
2 USP LTW12, or equivalent.
DATE: 08/21/2018
33.
USP JUS26 Hanger, or equivalent.
U
NON-BEARING 2x4 EXTERIOR
WALL AT TYP. DOOR OPENING
NON-BEARING 2x4 EXTERIOR WALL AND DOOR
(�E OPENING AT UNFINISHED UTILITY ROOM
e
l
WIOND00? N NG AT MASTER BEDROOM
34.
USP MSTA12, or equivalent.
100" APR&
ff 1k
SCALE: 3/8" = V
JO
�y" r SCALE: 3/8" = V
V
6.0 SCALE: 3/8" = V
�J
=
(DETAILS