HomeMy WebLinkAboutBuilding Plansit ... ....._.
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit -
Building Permit# Owners Name MAURO RESIDENCE Applicant:
Planning& Development Seances Department
a ' Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 -(772) 462-IS53
Certification for Deagn Load Compliance
Project Name: MAURO ADDITION
Project Address: 31M MATHEINSRD
Permit a: Ouvpancy TYPe: R Construction Type: V
INMUC11DNT FOR USE;
• This on Notation most be completed, signed, and sealed by the design Professional of record"
• Submit (2) copies for residential, (3) copies for mm-Mal with all Permit app&adorn involving the fallowing:
o New Residences (single or multi -family)
o Residential Addition
o AM accessorysructure vin (ring a building permit
n my non 4vsNamial structure.
• Note: Form not required for interior renovations provided that oo eaeedw str itheml elements are affected and
certain minor building permits at me discretion of the coal building omciaL Contact the a above for questions.
DESIGN PA AMEFEAS AND ASSUMPTIONS USEDAC001919.12 all that MOO
1. DESIGN CODE•. Florida Building Co1a2O17FAidonwIthM_AupPlaments using ASCE 740
2. Structure Designed as (check one): x Enclosed_PartialNEnclosed _Open
3. Risk Category: _ix N m IV Exposure Category: a X C_D
4. Design wand Velocity 16o main 124 Aso N/At End2oneWWth: S R
S.Mean Rmr Heigh, 1S R Roof PkCh: 4 :12 ParefeL N/A it
6. Components & tladdirg Des#gn PressurostNad: IPSF,basedgn IOsgR@ 1ffMlu1, Beady label nn au plan openingsR
19.3 19.3 19.3 33.6 33.6 N/A
Zone 1: 2otre 2: zones: Zone 4: zone S: Gauge:
' -30.7 -53.5 -79.1 -36.4 -44.9 N/A
7. Dedgn loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/live: M Balton.•- N/A PSF
Dods 14/A. PSFDedc N/A pSFswm WA psFFenm: N/A PSFRamngc N/A P010DI CPTRNATEO
&Were Shea Walk CanW,Md For Sdgcbue#-I_Ym_NWAppR bleErwtain Why Nor
&LSACmrtlnumntoad.leathP nvaed? A_`ym_Not Applicable Explain Why Nor
10.DesLprWBearkMPressure: Z PSFSWTem Repores mhted?_ves
DESIGN PROFESSION&CENFIWATION STATEMENT:
I certify, that, to me best of my knowledge and belief, the attached plans &spedCradoas have been designed to
comply with the appllable structural portiarsof the buiWingcudes currently adopted and enforced by St. Lucie
County. 1 also mrok n, stmrimaj elements depleted on these Plans provide adequate resistant to the design
farces specified:
PiowbW L't. lkUtGHINSvk% ��
Print Name Cota&Co.CtrtAutir-
ON PLAN 11 W2019
Signature, Data, and Seal
Company Maine A Address
'. $tCOIV FINhnAD10.12 flevaed3yl5/12ISi
"T - I.EVATI 1®T
+'35h4 163e4 4s3.4 4
T SIDE ELEVA
/4" SCALE
�Fi rJc�
Product
Opening Design
Isme.ures
ProductRided
Design Pressure
Manufacturer
Model Number
Product Approval
Number-
Diane
Melhodof Attachment
Windows
SEE ELEVS
+/-55
µ'"' ""• s
1868H
FL*17499.1
IMPACT
3tl6"X1INMIN. EMBED TAP06NS AT 2' 1 TO"D.C. MAX
Mullions
Flaed Oh e
BlockOlass
Skinight,
SIldin flaw Doore
fimmoTyPaDoom,
Fmnch Doam
SEE EL.EVS
+/-50
PLASTPRO
OVSED DOOR
FL# 16180A
IMPACT
114" X 1 114" MIN. EMBED TAPCON AT 6" / 14" O.C. MAX
Garage Doom
Hurriamo Projection
Root Veedle(lon
Roofing Matedol
vlyl(k
jot+ 1
&AF
414101AL4t:
If-Dim'WOA, 'Al ,,0
N/A
y� rf
pi'laig' f' L.AW-SlA§E`T G
FOUNDATION SCHEDULE
F-I 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
F-2 8 D X 8" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (1) #5 BARS CONTINUOUS
LINTEL SCHEDULE
LINTEL#
LENGTH/ TYPE
GRAVITY
LOAD
GRAVITY
LOAD
NAVE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L-1
4'-6" 54" U-LINTELS
6133
700
2724
500
8F161B-1T
L-2
T-6" 90" RECESSED
2459
250
1462,
150
8RF141B-1T
W
ci 1-
ZZ
�GpwQU
o 3 � LU
t� W O U m
�WJ
O U CO •
e LL in
F art
"n
m v N V
, �a 2 to Z_
�J
°" A C PoVj
U�A pNp Pa W
p IIA
scot t r
CL M
E
tit
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS; 4
FOOTINGS: 3" BEAMS: I'/s" SUSPENDED SLABS: I'/r". (:
6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR. DIAMETERS EXCEPT AS 400000
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESS-
SPLITI GR TREATED. - J tL / r� ELECTRICAL NOTES
8) SPLITINC OR CRACKING OF STRUCTURAL COMPONENTS DUE TO �:�' Q ALL ELECTRICAL WORK SHAG BE IN ACCORDANCE WITH THE NEC (NFPA 70)
INSTALATION OF HARDWARE IS NOT PF,RMI"I'ED. - '--* �"""-' "'" -" 2014 EDITION.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION. OF SPECIFIED HARDWARE 11 2) SMOKE DETECTORS TO BE I.IOV W/ BATTERY BACK UP: -.ARC FAULT CIRCUIT'.
SHALL CONFORM.TO THE MANUFACTURES INSTRUCTIONS AND STANDARD 3) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF.
PRACTICIES. - - - ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING
10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING- VERIFY.
SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 4) SMOKE.DETF.CTORSTI'O BE INTERCONNECTED SO THAT ONE SMOKE f
_ r RING EXCEPT RECESSED LINTELS SHALL HAVE R" BEARING. iI { DETECTOR ACTIVATES ALL SMOKE DETECTORS IN T
12) PROVIDE #SCORNER BARS W/3U" MI ,,,,.... - S THE RESIDENCECIRCUITS
5) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
13) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR SPLICE. FOR BOND BEAM. �j'(C.iP SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
N, LA - - LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
) OVER ERIOR CEILING. AND "SOFFIT TO BE O jeep I HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREM ENTS.
STUCCOALR18 LATH
6"W/TICA,2"NAILS F15#tELT OVER
EAC1"OVER ' 6) PROVIDE GROUND -FAULT CIRCUIT INT'ERRUPTERPROTECTIONFORALL125-
I� " t•1� ', FRAMING
METAL RIB LATH Cn� 6" O.C. W/ (2 hAYERSOF 15# FELT OVF,R RACH VOLT, SINGLE-PHASE IS AND 20 AMPCIRCUITSERRUP SR PROTECTION
BATHROOMS,
FRAMING MEMBER)" . GARAGES, KITCHENS; ACCE30 A BUILDINGS; OUTDOORS,AT WITHIN, ON'
� 14) EXTERIOR FRAME WALLS TORE STUCCO OVER WIRELATH WITH II GA. 2"
" LONG NAILS WITH 3/8" 0 HEAD @) 6" O.C. OVER (2) LAYERS OF (15# FELT OR EDGE OF ANY SINK.
TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 7) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL
i T.
FOUNDATION
�4y N T N PLAN BEDROOMS.
II " i' OU \ DA 1 IOl \ 1 LA1 \ '/4" SCALE 9) PROVIDEXHAUE TAMPER RESISTANT FANS TO BE RECI'T CTHRU LES PER NECF OR REQUIREMENTS.
it 10) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE.
ELECTRICAL LOAD CALC'S
PER NEC
_.\ 2586 S.F. @ 3 VA 7758 VA
TWO 20A APPLIANCE CKTS 3000
D �. d'I FIrSi • "' - _......� (i 7�..I ./ 1 I I r �.I. �1 ts't 'a I ( 1500
Is" LAUNDRY
��J I DRYER 5000
\ RANGE 12000
--- - ♦ \'t,
W H 4500
S-1 4" THK (2500 PSI). CONCRETE SLAB W/ FIBERMESH NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN
OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS.
Revised 07/2212014 CLEAN COMPACTED CHEMICALLY TREATED FILL
I have mimed the above components or cladding and I have approved their use in this structure. Theme products provide adequate resistance to the B-I #5 BARS X 12" LONG DRILLED OUT & EPDXIED
wind loads and forces specified bycurrent code provisions. WITH 6" MINIMUM EMBEDMENT @p 24" O.C.
Name: $dW DIN CA. "r&t4tNj5oI`I fir, Signature: ALL AREAS ADJACENT TO EXISTING FOUNDATION -
Dedgnittoe 0r6 D-W PLAT••% ;
E/'>�i)A)WFCe,,._._ttaa,,a�� rt Na 1� Date:
ISen
kOPE OF WORK
- CONSTRUCI.ADDITION TO REAR OF EXISTING RESIDENCE PER PLAN.
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017. FOR
EXISTING BUILDINGS CHAPTER 7AND 8. - ,r �"`
NOTES: I/J�jjG.�ry .<:a `''"h,I I , oI
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, CCT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, F.CT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL DIE
y ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS. -
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE.
(FBC).2017, FBC2017 RESIDENTIAL,: FBC 2017 PLUMBING CODE, FBC 2017
MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA
-,
70) 2014 EDITION. ,
5) RESIDENCE LOCATED IN. NEGLIGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301: )
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
2017 FOR EXISTING BUILDINGS. ,.
. TRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2500 PSF(MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS,LINTELS, VERTICLE CELLS, AND
COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI L P
COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH. AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. -
��t�a 'I Ella
PITUi � IZ �
Fp,�i��E
ill l
4 4-
hoof Ifr IEjTS
44,ty gp,Z
,a
II
REAR ELEVAIJ N "SCALE
i
T 10 �o
��� SFiwah
DW 1200
I S'i REFRIG 1200
k-EA'r r- M & --- IRR. PUMP (OPTION) 1800
MISC 5000
e bd1b" t bI001L ILC-_MPVe6 vJllJbetaS/Docvas R6Mot/6b TOTAL 42858 VA
A Nb _wK 1>0W I FtsI 'CASED ovLita. G T ®Dorn Fait- Np�u ut�Eb I�rIJly�
- - - - - - - - FIRST 10 KW @ 100% 10000
62 REMAINDER C�40% 13183.2
TOTAL 23183.2
A/C HEAT Cad 100% 10000
L-
` = TOTAL 33183.2 VA
a
• ¢ 33183.2
( 240. - 138.AMPS
U O USE EXISTING 150 AMP SERVICE
IID� bLLPt°ej1 L-i Q
_I
- o • s ® • 11• • • - •1110 s
11
"d wA L
MOOR/ELECTRICAL PLAN ,4" SCALE
TABULATION
EXIST. LIVING
2,166
S . Ft.
NEW LIVING
420
Sq. Ft.
. Ft.
TOTAL LIVING
2,586
Ft.
WINDOW / DOOR SCHEDULE
SIZE (TYPE
INOTES
1
37 3/4" W X 63" SH25
2
BL 2680FRENCH //
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Ca1UaT da 4 st l (15'tmin) 4mra m al
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GABLE END TRUSS
20
27i4 SPRUCE OR�
ROOFING ASSEMBLY nts...
IAAT13S;AL BRACE AT 6F'RET 1 f.C.
STUCCO / WMELATH / VAPORFAS
Y
—
PER NOR# 18-0123.08
TRIED TO TOP OF
BA RI SHEATHING
Y.` /
m25
m
m'
m m
m m
m m m
m m
m
m
m
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CIKwD OF TRUSSES WITH ("J,) 161I
MAILS EAt AT + i '
SI1tTTCTi7itALNOIE'# `
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USE 6 NAILS PER SHINGLE PLACED AS SHOWN ABOVE. ENSURE THAT NO NAIL IS WITHIN 2 OF A JOINT/CUTOUT
TAUSR AM 4 TRUSSES SACK
C()MMtiN faAiLS, AT IZ" O.C. '
`
A03G
1'6^A
- --
--"--�----
OF THE UNDERLYING SHINGLE. SEAL DOWN EACH SHINGLE AT TIME OF APPLICATION WITH THREE 1"
---�
DIAMETER (APPROX. SIZE AND THICKNESS OF A QUARTER) SPOTS OF ASPHALT PLASTIC CEMENT PLACED
-
GABLE ENID TILUSS
02
u
UNDER THE SHINGLE 2" ABOVE THE BOTTOM EDGE AND EQUALLY SPACED ALONG THE SHINGLE,APPLY
STRAP
SI[V4PSDN i1�A20 AT 4S O.G.
A02
_
—__.
—..._. _.
__.__.—_—__
T
-
PLASTIC CEMENT IN MODERATION SINCE EXCESSIVE AMOUNTS MAY CAUSE BLISTERING. CAUTION: SHINGLES
_WITH
w i(Q)-10dX11i NAILSN
uilder'bAeld}rim
SHOULD SEAL TO THE UNDERLYING COURSE WHEN THE FACTORY APPLIED ASPHALT SEALANT IS
Ci?it t+iG1PER PLAN
D STRAP IN BEAM 4».
.^
-
-� --`-
heeded
SUFFICIENTLY WARMED BY THE HEAT OF DIRECT SUNLIGHT.
. ., . - ..
BuWar t6 fleld trl
' A02
—
overhang as :-
P:T 2 X3 CONTINUOUS WITH Ih"
"
4iTutcmD t x F', 3'to� Y
DvdOlang a5 n�aded
v
SHINGLE NAILS SHALL BE GALVANIZED (ZINC COATED ROOFING NAILS I I OR 12 GAUGE WITH AT LEAST 3/8"
)
"in1T2 t'/xI S'/x Wi3OGG1
---
A02
_
--
DIAMETER HEADS, LONG ENOUGH TO PENETRATE' THROUGH PLYWOOD OR 3/4" INTO BOARDS.
ANCHOR AT 24,, O.C, WiTi 2" X 2 '
if8 WASHERS
—�
TT
-= __-�-
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES
NOTE PROVIDE RAKE BEAM A G
A02
UNDERLAYMENT SHALL BE APPROVED 304 ROOFING FELT. OPTIONAL APPROVED PEEL AND STICK
-
REINFORCE EACH vIIRTICAI
VAULTED GABLE
AO
Ao2
— .
- -
-
'
UNDERLAYMENT APPLICATION.
MEMBER OF GABLE END
• +
COVER THE DECK WITH ONE PLY OF UNDERLAYMENT LAID PARALLEL TO THE EAVES, WITH 2" HORIZONTAL
WITH 2 X 4T-BRACE WITH IfiD
Apt
;''
LAPS AND 4" END LAPS. APPLY METAL DRIP EDGES ON TOP OF ANY UNDERLAY ALONG RAKE EDGES AND
NAILS AT BINCHESO.£. _•
`
` .
; '
DIRECTLY TO THE DECK ALONG EAVES IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS.
PLAN
VIEW T E!
FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND
��-4
A r�� �tj''�
Nll �,i � 2
A
� .'
:
ROOF THROUGH JOINTS IN COPINGS; THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS
WITH, PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN
l
1'1} Its .
'
ACCORDANCE WITH FLORIDA BUILDING CODE
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS; AT GUTTERS, WHEREVER THERE IS A
--
-
---
-
-
CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS WHERE FLASHING IS OF METAL THE
WALL
FINISH/ INSULATION NOTES
'
1)
INERIOR TO RE 7z" DRYWALL PINISH.
'..
2)
ALI INTERIOR GYPSUM BOARD TO BE MIN. Y:" THICK WITH'(13 CAGE, 1 3/8,,
..,
LONG, 19/64" HEAD; 0.098" DIAMETER, I VV LONG, ANNULAR -RINGED; 5D
- -- -
�: •. .., .:,
,..
COOLER AIL, 0.086"DIAMETER, 1518":LONG, 15164" HEAD; OR GYPSUM BOARD
4'..
.
:
NAIL, 0.086" DIAMETER, 1 5/8" LONG, ,AD)SNAC D A OR NAILS
9/32" HEAD) E T 7„ O C F
"'CONTINUOUS.,. f`OAM lNTERIOR;.AIR
FASTENERS AS REQUIRED 13Y WINDOW MANUFACTUREf2
AN1312"O.C. FOR SCREWS.
' AND. WATER
T SEALANT PER:•..
,-;
..
3 )
WALL N FI.
L A DIC.LING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEXOF
WATERPROOFING NOTE6
CORROSION RESISTANT-I1ASIiING PER WATERPROOFING'
4)
NOTGREATERTHAN450.
WALL AND CEILING FINISHES $HALL HAVEAFLAME-SPRF,AD
' MARBLE SILL '.
NOTE2
a
CLASSIFICATION OF NOT GREATER THAN 200. "
CAULK SEAM A7 INSTALLATION
5)
ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTICFLOORS SHALL
�-
(SEE WATERPROOFING NOTE #8)
HAVE A CRITICAL
AL RADIANT FLUX NOT LESS THAN 0.12 WATT PERSQUARE
CENTIMETER. EXPOSED FOAM PLASTICINSU CATION MATERIALS EXPOS +I'O
MORTAR -aR ,y:•p, 1;; "7� •,'
TE
"' 'CMU .WAR RESISTANT-COAl1NG
WATERPROOFING NOTE f/1)
THE UNDERSIDE. OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL(SEE
COMPLY WITH SECTION FRC31 (.
-)'
I SET. SILL IN FULLMORTAR BED
6)
PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
- ; •`�'•
Yti • }',�7
��
;.
COO FORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C
1177, C 1178, C 1278, C 1395, C 13%OR C 1658 AND SHALL RE INSTALLED IN
)y" DRYWALL `" ' ,
STUCCO OR'DECCRATIVE CEMENTI710US 60ATINO
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
-
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
-
8" C.M.U.
7)
INSWLATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
-
OR.. JAPOR PERMEABLE. MEMBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEMRLIF.S
�N"' FURRING TO MASONRY WALL ..
`.''' I
ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO F,XCEED2'
5
- _
WITH AN ACCOMPANYING' SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 723.
. ..AJ:
STBGCD CEMENT FINISH
.. -
• • .r••,
7�•
PRECASTECAST CONCRETE WIND RESISTANT.FLUSH :
A5 MANUFACTURERD BY C Sl-CRETE
(OR EQUAL)
: - FILLED CELL AT JAMB BLOCK < (
TYPSILL
R E51 TATCO
CMU WATER NG
(SEE WATERPROOFING. -
a
PRECAST 'CONCRETE' WINDOW SILL DETAIL
s a W P.T, 4400D FIRRING ALL 3 SIO€S
)
o CONTINUOUS
TRUSS CONNECTOR SCHEDULE r
_
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR j CONNECTOR
FASTENERS NOTES
�—
UPLIFT.
ID 1 UPLIFT DESIGN
_---
_-
-'.SEE
A01
CONT.
267 PLF
_ I
( )- HETA 20 i. 1810
GABLE END
:NOW X 11/2" ,DETAIL
_..
A02
----
A03G
VALLEYS
t—
AA
CBS BEARINGLEiSS�-
THAN 1800#
I
EACH _1_
EACH
CONT.�—.
EACH
927 :
7246
100 # PLF
<1800#
RAP AT EACH END AND AT 48O.
� T 1ST 'C._
�.. (1)- HETA 20 j 1810 (9)-10d X 1 1/2"
(36)-SDS 1/4" X 3" & (2) j
(2)-FGTR 9400
1/2"X S'TITEN. Hu
( )- MTS 16 _ 1000 (14)-10d X 11/2"-_T 01
-
1STRAP AT EACH END AND AT 24" O.C. _
(1)-HETA20 1810 9-10d X 11/ 2 AT CBS B EARING
TRUSS COMPANY
1 AA1
1 LAYOUT DATE
1 1 24 2020
CUT -SHEET DATE
1 24 2020 �-
-:`_—
NOTE: ALL STRAPPING T"E $IMPSON STRONG TIC
,.=z^•P,
NOTES:_
` CRW/ O-#9SOR111/2i"TOSUPPORTIN6TRUSSAND(3)-#9SOX1:1/2"
MAY BE ATTACHED WITH SIMPSON 7C %
1 VALLEY TRUSSES MV
TO VALLEYTRUSS IN LIEU OF MT$16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX.
TRUSSNOTES:
I NED BY TRUSS COMPANY'S ENGINEER..
1) ALL ROOFTRUSSES TO BE DESIGNED
-
2) CO_NTRACTORTO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE. INSTALLING TRUSSES. -_
' 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
INSTALLING'. TRUSSES. -
_AND-
4) TO TRUSS CONNECTIONS 70 BE PROVIDED BYTRUSS COMPANY.
_TRUSS
:5) SEE TRUSS CONNECTOR. SCH. FOR TRUSS TO WALL CONNECTIONS.
METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2.
THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS.
ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FBC 2047.
I
SHINGLE ROOFING OVER 30#
ROOF FELT ON 19/32" CDX
PLYWOOD ROOF SHEATHING
WITH 8D RING -SHANK NAILS AT 4"
O.C. PERIMETER AND 6" O.C. FIELD
SCALE: N.T.S..
E TRUSSES
S
_
'WOOD .TRltd
@ 24" O.C. (MAX. 3 SPACING)
_ :
STUCCO: CEMENT FINISH
a .
•
CORROSION RESISTANT FLAS`iING
PER WATERPROOFING
-
EXISTING CMU WALL
I
=
\-
"SIMPSON"STRAP
-
NOTE#2 .''P:T,
WOOD BUCK WITH SEALANT PER
— PER TRUSS
FILLED CELL A7 JAMS BLOCK (TYP)
WATERPROOFING NOTE 4 AND ANCHORED TO '.
#
CHIP OUT EXISTING BLOCK FOR
CONNECTOR SCH.
CMU: WATER RESISTANT COALING
.:
APPLY PERIMETER SEALANT CAULK.
A BUCK CHMENT
.. MASONRY BU � AT A10'TE
- NEW REBAR AND BLOCK
w
BETWEEN BUCK & WINDOW FRAME(SEE'WA3ERPROOFlNGNOTE.1)
WATERPROOFING NOTES) SEE WATERPROOFING NOTE #6
R 30 INSULATION
'METAL FLASHING (DRIP EDG
E)
•. : ..
`.
a 5.
...
- -
t1
CORROSION RESISTANT FLASHING
PER - WATMPROOFING NOTE'##
4: ��
d`a'a•
... -
•-10 P.T. WOOD FIRRING ALL (3).SIDES CONTUd0005
- ' AN014OR DOOR JAMB. HEADER TO MASONRY IN
-STRICT:ACCORDANCE WITH'MANUFACTUIRE'S <
-
''/z"DRYWALL CEILING
(CEILING)
s---•-1 X 6 CEDAR. FASCIA OVER
X4
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.',
WOOD SUB FASCIA
2 -
(2 ROWS)
_.._
, 8„X8 'CONTINUOUS CONCRETE
-.`
•
VENTED STUCCO SOFFIT PER
<.IMETER. SEALANT CAULK
APPLY P.
& WMNDOW.FRAME
SEE WATERPROOFING NO0T
"
/
•.�
#I. L ED OUT AND
5 VERT. REBAR DRILLED
BEAM BLOCKW/ (1) - #5 BAR IN
,
STRUCTU RAL NOTE #14 WITH
.BETWEEN BUCK
(sEE WATERPROOFING NOTE )
EXTERIOR
DOOR
-
BUCK
DETAIL
#5
VERT. REBAR IN (3000 PSI) --!
1_ EPDXIED TO EXISTING BEAM TOP
(3000 PSI) CONC. FILLED EACH CELL
6 X 22 SCREENED VENTS AT
P.T. MOD BUCK WITH SEALANT PER :
•
.
CONCRETE
FILLED CELL
--_
AND FOUNDATION BOTTOM
4 8" O C.
WATERPROOFING NOTE {¢4 AND ANCHORED T0.'
MASONRY PER BucK ATTACHMENT NOTE:'
- - - SCALE: N.T.S.
EXISTING WALL WITH 6"
8" PRECAS LINTEL W/ (1)-#5 BAR
—
`
EMBEDMENT
IN (3000 PSI) CONCRETE FILLED CELL
L
REBAR 0DEG HOOK
#5 R W/ 9 DEGREE
�Ilrp pl�� p ''�•�
ATERI- NOTES!, ES!,
WALL
NEW WA
^
AT ALL DOOR AND WINDOW
ANCHOR WINDOW FRAME TO MASONRY IN STRICT
Y
IlO0
117G.
OPENINGS (SEE LINTEL SCH. FOR
r,,..�... 8"X8"X 16" CONCRETE BLOCK
WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WITH MANUFACTURE'S PRODUCT
b. INSTALLATION RECI UIRE EW l5
7)iE 8U K IN INSTANCE CE SHALL THE. APPROVAL IN LL Q
I' PRIOR BUCK INSTALLATION R MASONRY. OPENI G WITH A CMU WATER RESISTANT COATING TO
./' R R TO IN LLAT N TREAT THEN
�AHSOREiIIJG
Iv10 RMA N
RE INFO INFORMATION)
.��
.ON(MASONRY)
fRAMEOVERIIANG THE BUCK � � -
-
'SEALThIE,WINbOW %DOOR CAVITY TO PREVENT 17 FROM WATER. THE CMU WATER RESISTANT
COATING ;COATING SHALL BP APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. THE
%z"-DRYWALL WALL """"
( )
#5 VERT. REBAR IN 3000 PSI
- - -
:APPLICATION OF THE
CMU WRIER RE5ITAWT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE
`°
CONCRETE FILLED CELL
•' ..
OPENING(SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING B" MINIMUM EACH DIRECTION. ALL
rcoATINGs SHALL BE INSTALLED PRIOR TO Bucl< INSTALLATIONS.
;,.
IX2 FIRRING @ 16" OR 24 O.C. '-
I
(SEE PLAN FORLOCATIONS)
WINDOW
HEADER
AND`JAMOS:TYP..BIJCi<.DETAIL
M
- -
- SCALE. N.T.S. -
2. TALL BUCRSSSO TiAT.THERE
ARE NO EDGE GAPS EXCEED{NG 1/8" BETWEEN BUCK AND MASONRY.'
E
... .-. ..
'
,.STUCCO FINISH
-
•- 3. PRIDt?TD BUCK INSTALLATION
APPLY 3/8" NOMINAL DIAMETER BEAD. OF SEALANT BETWEEN'T1-1E BUCI<AND
STARTER
STATdTE�
A T7
i,� COLUMN
TT1��i1�T DETAIL
C®L V 1`Yl.l\ 1JE 1 L'�1L nts... a
:I�IFO1L INSULATION: -------
'
BUCK ATTACHMENT.
THE MASONRY.. TO, PRFVE14T
THE PASSAGE OF LIQUID. BEHIND THE BUCK. , COMPLETELY SEAL 7f-IE ENTIRE
• .: -
:. � :.: �. ...
� � �..
..
'. END OF TI•IE' WOOD BUCKS
.. -. AND 7}1E ENTIRE EXTERIOR
WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH 'THE'CUT. ENDS
ACE THE BUCK SH BC 0-I A' LIQUID-
FACE AND RETURN SURF OF � ALL. ". COATED WI'
- (PLAN VIEW) -
„
#S REBAR W/ 30 MIN LA LICE
R .. P SPLICE
FOR 1 X�BUCKS.ATTACH,TO CMU"WALL.WITH: .- �
_
APPLIED W TER RESISTIVE
COATING /SEALANT.
_
1 1/2". LONG CASEHARDENED COIL AT 4" FROM LANDS AND 12" 0.0.
4.. PROVIDE FLASHING
AT SILL OF WINDOW AND DOOR ORENINGS, PAN FLASHING SHALL BE SEALED OR
-
4n
OR!.NAILS.
_ . �. „ ,,. - w „ - -
-3 16 X 1 1/2 TAPCONS AT 4 FROM ENDS AND 12 O.C.
..
- - SLOPED IN' A MANNER T'0 DIRECT, WATER TO 114E SURFACE: OF THE EXTERIOR WATER. RESISTIVE BARRIER FOR
SUBSEQUENT DRAINAGE. -INCORPORATE PAN FLASHING A7 HEAD AND SILL AS WELL. PAN FLASHING SHALL
ItM;IIVr5I 5w11
j4 =
FINISHED GRADE
. .' ,, '.
lj/2. TAP.CONS AT 4' FROM ENDS AND 12' O.C. ' - .: :.
.BE CORROSION RESISTANT OPTIONAL NOT REQUIRED IF ITEM 1-3 INSTALLED).
- . - -
�I
e—, ,,,u__�
(2 00 PSI)CONC. FOUNDATION
• FOR 2 X. BUCKS ATTACHI TO CMU. WALL WITH:
- 5. 'PROVIDE CONTINUOUS-3/8" BEAD .OF SEALANT,. ON .WINDOW / DOOR FRAMES .AT ALL PERIMETER ON FRONT
T I I I
SEE PLAN FOR SIZES AND
.
x
.. :AND BACK SURFACE PRIOR .0 WINDOW /DOOR INSTALLATION:
...-�1
SPECIFICATIONS
/4" LONG.GASE HARDENED COILNAILS AT.4" .FROM ENDS AND 12,' O.C.,.,-,..: .. ':.. .....
' :OR ' - -
- -
.6 WINDOW .DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR. PRECAST SILL) AND
�NDOW
3 18" X 2 1 4" TAPCON$' AT �4' FROM ENDS AND 12' . O:C. � -
/ / .. ._ ..' -
_'AFTER
THE WI DO 81STANT_ INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER.
� OR'�•TO ENSURE A WATER RE
-'
OR
. .1/4" X 2 1/4,'.: TAPCONS AT 4" FROM ENDS AND 12" O.C.
-
TYPICAL WALL SECTION
/
ts/
_. _
Do IB F 1 -X BUCKS ,ATTA .H FIRST ro IR TO M WALL wlni•
NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE
T
G• Cy
/2." LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS;AND 12" 0.0,
WITH FBC' R703,4 (1,2) AS PER DETAILS PROVIDED.'DENS
���
;O,y i
OR
NS AT 4' FROM ENDS AND 12" O.C.
:v
OR
1/4'L. X 1 1/2", fAPOONS AT 4" FROM ENDS AND 12", O.C' ATTACH SECOND LOURS TO.CMU� WALL THRU
BUCfSS_
- CD,'
FIRST COURSE WITH: 2 1/4'` LONG. CAS[ HARDEHED COIL NAILS AT .4" FROM ENDS AND 12 .O.C.
OR,
FOR WINDOWS; S00,; AND SWING DOORS USE Il'X4; 2X6,, 2XB, 1X6, 1X8, DOUBLE 1X6, OR DOODLE 1X8 19
3/16" X 2 7/4 - TAPCONS AT 4" FROM ENDS AND 12" O.C..'
ACCEPTABLE..:
•: ALL BUCKS MUST BE PRESSURE TREATED.
-
��Z/0�FSSION?1,1;\Z�~,
1/!I" )t 2 1/4!' TAPCONSA-f 4" FROM ENDS AND 12" O.C. ....
`,
_....
ALL BUCKS MUST COVER, ENTIRE: DEPTH OF THE DOOR/WINDOW JAMB:
,+ '::
_..
BENCHnnA
BOWDOIN G. HUTCHINSC W P.E. #70878
1�