HomeMy WebLinkAbout1803 Paloma AveApplication No:
1Z4 1' k" 1$ Llb
JUL i 4 2614
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ 93500
Job Address: 1843 psi L0,0 9A AVCW06, Historic District: Yes ❑ No:i
Parcel ID: 31 "I1- ;( - 6 I • d too - 602 o Zoning: Az_/
Description of Work: % /5E Jt 444 t X;AdlC ID ev r2VI 4!�! Z
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name SIIs'&j 4A 5I x62. Phone: ¢O %r 1 U, - af/!.)
Street: f D_?� ��t`f ,t- /�'C1 fLjtiJtalri Resident of property?: #VNtAt4Lq,>
City, State Zip: 32 71 l
Contractor Information
Name Nlrz'ICA P. -A G,2,
Street: l hy'-✓AN m- A -)e 4J
City, State Zip: 9PU941C At -A, P L 3Z 7? %
Phone: +r> 7 , q S C - 1-1 4 -j"7 -
Fax:
State License No.: wAA%_ om yt..
Architect/Engineer Information
Name: Vr,1AWP MVWj1ANC_1
Street: '22- (�d I CA„e 3 rAWAT ZYA .
City, St, Zip: g(J(44- .fh�2 ?
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Ab
Square Footage: I 2=Jo_ Construction Type: No. of Stories: 1�%�
No. of Dwelling Units: Flood Zone:
Electrical ❑ 1Jk
New Service - No. of AMPS: /✓k
Mechanical ❑ (Duct layout required for new systems)
Plumbing ❑ N,4
New Construction - No. of Fixtures: IA)14
Fire Sprinkler/Alarm 0 No. of heads:
EEM
DESIGN DATA
WIND LOADS
1. BASIC WIND SPEED -140 MPH. ULTIMATE (u@ 3 SEC. GUST
108 MPH NOMINAL
IDGE
2. RISK CATEGORY li
3. WIND EXPOSURE - CATEGORY B µ2. g �Q.
70 RDC, 61M`1..
4: INTERNAL PRESSURE COEFFICIENT ±0.18
5. COMPONENTICLADDING DESIGN WIND PRESSURE NTERNAL
(FOR DOORS, WINDOWS, & TRANSOMS) U.N.O.
PRESSURE COEFFICIENT +0.18 INCLUDED)
APPLICABLE CODES: INCLUDING ALL REVISIONS 5TID OR L5TA24-
tv (RAFTER TO PL
-FLORIDA BUILDING CODE 2010 TO TRUSSES BEL
-FLORIDA BUILDING CODE RESIDENTIAL 2010
-ELECTRICAL CODE, NEC 2008
-FLORIDA BUILDING CODE, MECHANICAL 2010.
-FLORIDA BUILDING CODE, PLUMBING 2010
-FIRE CODE, NFPA 70
-LIFE SAFETY CODE = NFPA 101
-ACCSSIBILITY CODE = FLORIDA BUILDING CODE, BUILD2Q1 `
-ENERGY CODE = FLORIDA BUILDING CODE, BUILDINGO 0
BUILDING OCCUPANCY CLASSIFICATION:
C] GROUP A -ASSEMBLY ❑ GROUP H -HAZARDOUS
.❑ GROUP B - BUSINESS ❑ GROUP I - INSTITUTIONAL
❑ -GROUP D - DAY CARE CENTER ❑ GROUP M - MERCANTILE
d GROUP E - EDUCATIONAL ® GROUP R -RESIDENTIAL
❑ GROUP F - FACTORY INDUSTRIAL ❑ GROUP S - STORAGE
F;?AM I NG NOTESS
1: PE51ON LOAD5:
LUNO: it' M.P.H.
ROOF: 55 P5F (30 L.L./25 D.LJ "
2. #20P, BETTER 2)<4 BLOCKING AT 4'-0" O.G.
V41TH 2 EA, Ibd TOE NAILEP 'EACH 510E
(DIAPHRAM AREA)
3. AT BL0CK/5TRUGTURAL FRAME HALL_
CONNECTION, PROVIDE 1/2" ANCHOR B0LT5
® 24" O.G. VERT ® (2)2x4 P.T. VERT.
SEE K000/MA50NRY DETAIL
4. P.G. INDI6ATE5 PRE6A5T LINTEL. DEFINED
A5 P.G. LINTEL. AND 8" LINTEL BLOCK ON TOP
G.P.G. INDICATES 60MP051TE PRECAST LINTEL.
DEFINED AS PC, LINTEL AND $" LINTEL BLOCK
ON TOP, BOTH TO BE FILLED W/ 2500 PSI
GROUT AND (1) #5 REBAR
5. PERMANANT OR TEMPORARY 5RACAN6 OF
. TRU55F-5• PER HIB0I1. ANY ADDITIONAL TRU55
a BRACING REGtUIRI5P LULL Off DETERMINED
BY TRUSS ENCGIKEER ON 5IONE17 AND 5EALIwF->
TRU55 DIA&RAM5.
b. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FOYER
SLAB (REF. ELEV. 0`--09
-7. ALL TRU55 TO T941,155 G0NNE6T0R5 TO BE
SUPPLIED I=3Y TRU-55 MANUFAGTURER.
b. U5E ONLY 551MP50N METL GONNEGTOR5,
ANY 5UB5TITU-TION OF 5IMP50N METAL
6ONNEGTOR5 SHALL BE PRE -APPROVED
IN WRITING BY THE ARCHITECT.
cl. 5EE 5TRUGTURP.L NOTES FOR ADDITIONAL
INFORMATION.
•
FIELD REPAIR NOTES 35�
11) MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION (EXCEPT GIRDERS) 1r; 1.2 13 I 14 1 15 16 17 18 :1S 20 2 P I 22 i 23
MAY BE SUBSTITUTED WITH (1) SIMPSON MTS 12 TWIST STRAP ! 1
W/(4) 3/1.6" X 2 1/4" TAP CONS TO BLOCK AND (7) 10d COMMON TO TRUSS. €PF OPF 3 I
i I I I
TO 9.000# UPLIFT LOADS ....
:
(2) MISSED ANCHOR BOLTS FOR BEARING WALLS MAY BE SUBSTITUTED WITH ___
RGSAtIA DR
1/2"x 6" EXP. BOLT W/ 2" X 1/8" WASHER SPACED SIMILAR TO A MISSED BOLT. --"� - "" „�"" -- -
11 ( _H.
(3) MISSED DOWNRODS MAY BE SUBSTITUTED WITH #5 REBAR DRILLED INTO 6� B 7 1 6
1 10
1 2 13 q 6 6 1
FOOTING 4" AND ATTACHED WITH EITHER ROCKITE ANCHOR CEMENT, -.- _..-- ..
UNITEX "PRO=PDXY" 300 ADHESIVE BINDER OR SIMPSON "SET" EPDXY 7,02
a ! 11 i'
1
ENDATIONS. LAP ALL DOWNRODS r -
FOLLOWING ALL MANUF. RECOMM 1
i
25" MIN. AT ALL SPLICES. EP1P 19 . 12 s <
ROOF b.ECKING &A � s�bL1ANS�2�1p.5F�.1._._._-_•_•_ _ F -t--...-----
a - - 1�..:._..._.-
_....._._.. - ----.. _...._ i , 7
NOTES. ;1
F21 22 1 23 24 ' 25 26
STRUCTURALe�As g 3 �__ -_ 13._ 1
25 8
TRUSSES SHALL BE DESIGNED AND �� - -
2x� RAFTERS 1. ALL
99 CPU 19 s
24" O.G.
CERTIFIED BY REGISTERED ENGINEER a sN:�NTa avAc."�Rur 14
IN THE STATE OF FLORIDA N C1hR PAR Rev r 4 ! j ^i i i _ i
2x4 VERT. 48` O.C.
�� ( 6 _ ;I6 ... I
ABV. TRUSSES 9 BELOLU 2. ALL TRUSSES, RAFTERS AND BEAMS kOPF
10 _-___-.__. I ---._ _ __-- _.._ TO BE CLIPPED DOWN (SEE ROOF FRAMING PLAN) 6
..�-ESCAMB7A-DR._.
NAIL TO RAFTER TOP 1 _ _.: � 7 f 16
d PLATE AT BTTM- U!/ 3. LOAD BEARING HEADERS: -
4 5 10 �_.I._r --I-- -T- - -
(2) 12d NAILS
A 1A
2 - 2 X 12 #2 SYP NAILED (2) ROWS 6. OC 16d I -- - ==='
I=RE ENG. LUD.
11 8 I
TRU55E5 B 1
BELOW NAILS W/1/2" PLYWOOD FLITCH BETWEEN 2 5
'b' 1.0 1 I I
" 11
i
MIN. 2) JACK STUDS WITH LSTA249 18
STRAPS BEAM TO STUDS AND LTT20B 1.0
STUDS TO FTG. EXISTING FLOOR PLAN LAYOUT
EACH END OF HEADER
-- _ SiTf LOCATION
4. FRAME WALLS STUDS:
DBL. 2X4 PLATE 51DE 5Y SiDE ALONG 2 X 4 SPF 16" OC (INTERIOR NON-BRNG.)
LEGAL DESRCIPTlON: t_
VALLEY- 5GL. 2X4 PLATE ABOVE TOP
cNORD of TRUSSES- ATTACH w/ (2) 12a BEARING WALLS AS INDICATED ON PLANS:
NAILS 6 EA. INTERSECTION OR 6' O.C. 2 X 4 #2 SYP 9.6" OC (1.0' TALL BRIG.) (PROVIDE BLKG @ 3rd POINTS) LEG LOT 2 BLOCK 1SAN LANTA 2ND SEC REPLAT
NOTE 2 X 4 #2 SYP 12" OC (12' TALL,BRG.) ROOF EDGE PLAT BOOK 9 PAGE 42
E FIXE BEAM 19 UNDEFISIZED-CUT 11/2' F�POM
ENQ OF RAFTERS ON ONE Sce AND ADD 2X8 5. FRAME WALL BASE PLATES: #2 SYP P.T.
NEXT TO FW ONE W/12d'S • t3' O.C. TOP PLATES #2 SPRUCE NON BRG. -2x4 # 2 SYP BEARING ^
6. RAFTERS AND COLLAR TIES MAX 24" OC #2 SYP UPLIFT CONWECTORS .
------_-_.____________ __._--.______� ROOF SHEATHIN&NAILING�ON1rNOTES
I yi } I 3 Rp(2F SiIEATHINC NAILING PATTI-RN 1• UPLIFT CONNECTORS TO>< ONLY AEO CES. I N iRIORL S W WALLS
1 THAT ARE 4XPOSED TO UPLIFT. FORCES. INTERIOR LOAD BEARING
t B I 0 0 I � I - U5)e 8d KAIL5 0 12" 06, (FIELD) b" (EoeE) WALLS ARE NOT ALWAYS EXPOSED TO HAVE
FORCES. THE VEMBERS
DIAGRAM
DIA RAM A I - - _ _ - _...- - _ _ _ - - - - _.._ - - - - - --- - - - - - { - 20NE 2 - U� bd NAILS 6' 6" 0.6, OF FTC WALL WOULD NOT !NEED T I HAVE CONNECTORS APPLIED.
/2" 2�" MIN. l I - '`�' I _ li xOldir 3 - USE ad NAILS s 4" O.G. 2• UPLIFT CONNECTORS- TO PROVIDE CONTINUITY FROM, ROOF TRUSSES
7HRU PLATES TO SLAG AND FOUNDATION PER PLAN.
AVE R
. 1 I RFD6E= 3�IALL SHHI±A\THIK6 NAILING .PATiti~RI� 3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL 8E BENT OBER TRUSS
UF, TYP„ ANCHO NCHQ
TOP Cl•IOROS AS RMIR✓ D AND NAILED PRIDR -TO APPLICATION
AtMT P»n "LAAItrrN4ANi4 Ate' ,-. _ CONCRETE 2 I { 2 I ' Lei" bd OOMMON NA{L5- OF ROOF SHCATFIING, MISSED STRAPS SHALL BE INSTALLED PER
C RT ..LTi?fi" - � I 1 2 I AT SHEA*WALL 5EOmENTS, PANEL FEP&C-5 4 O.G. PLAN PRIOR TO SI-EATHING INSTALLATION.
2 F .0 AT STRAPS (I C "HETA20") IN THI=
CERTA1N3TioEt9 � I
OWEi+I: CORD#1NCs "CLAC AR"
BEAM
om aMNING"BVPROVAAk
TRUSS/ T
OWED CMIN> a 11100901 At' .
RAFTER R
owom C IRRINO .,oA RlDa nAR" '
SNdsm OMN1140 VAKItKM PRO 30AW TICS INSJALLMJ2IAGONALLY
TlMINSTALLED
OW04-C.QR O " OAKRIDGE34 AR"
owa COWNS "OAK0MpROVAR" ACROSS FROM
TACH OTHE. BACK TO BACK
011ier CORKING "DAKPJ 4 AIS"
OW94 001041%0 "C>AM009 PW 50 Air
OWENOoRMN6"tN*"ERWJMOPRO 40AR MW WO 11f"
PLAN-�/1EWS
TYPICAL TRUSS ANCHOR
NO SCALE
UPLIFT CONPECTORS
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS
AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS
THAT ARS EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING
WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS
OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
--
PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF
THESE WALLS.
MELD REPAIR NOTES
1. MISSED "Y' BOLTS FOR WOOD BEARING WALLS MAY BE -SUBSTITUTED
W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON
"SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS
--� -----
RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR
STEPS.
2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT
THE LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5
�-
BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY
�'
(SIMPSON "SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS.
ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR
TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO
MANUFAGTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL
WAY DURING BOND BEAM POUR.
3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. 1N CONC.
FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE
CONT. TO FOOTING)
4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE
SUBSTITUTED' WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) IA" X
TITENS TO MASONRY AND (7)-1Od NAILS TO TRUSS FOR UPLIFTS LESS
THAN 860 LBS {USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#).
NO MOSE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN
3 IN &B -OW. IF GIRDER LSlj& CONNECTIONS ARE M159ED CONTACT
ENGINEER OF REWRQ_FOR SUBSTITUTION.
8' r MAX. WAN wo 2x8 PJDft
2x4VWrAL9UXS. VALL9Y RAFTSRS
( S 3x4 COL.LAIt TIE IN
-r
3RD OF ROOF
Q
AT eveRy = PAIR OF -_V-1-
-..
i�TSi2RAFT90 -
STRAPI �X4 VERT. AT
t TAY''O.G. MAX, (ONLY STRAP
_.
�
f AT 3PANIS 8
" �. TFIE MAXIMUM NUMBER 0
a OL. ..
' TOL' BLOCK WALL COURSE AT ANY GiROER TRUISS SHALL BE
I - _ - _ _ t _ _ - _ t PANEL i=DOES h" O.G. {2) STRAPS WITH 8" CLEAR DIWNS{ON 8FRORE NEXT STRAP(S)..
A - 12" O.G. kI+ITERMEDIATE 5. ALL SPECIFIEF? CONNECSTALL
TORS SNAIL 8E i�(>»D PER CONVECTOR
Q - I I RERS INSTRUCTIONS.
to-
MANUFACTU
6.. NO CONNECTOR SHALL BE SENT IN THE FIELD UNLESS NOTED AS
CEILING : IJSE 5d NAILS 7 O.G: AOMPTABLE IN' TLE MNNr:CTOA MANUF. PRODUCT CATALOG.
SECOND FLOOR BAiL1NC7 : 8d ®b" O.G. f:D6E9 (GN�LUE AND kiL) a 12" O.G. 1I'. FIELD _.._...
`.J SCOPE OF WORK:
�� �-�� RAISE EXISTING FLAT ROOF TO PROPOSED PITCH ROOF WITH 2X6
P.T. RAFTERS / JOISTS. THESE JOISTS WITH BE PLACED SIXTEEN INCHES O/C
SCALE NOT TO SCALE
AND STRAPPED TO 2010 FBC
r -s I- "o. 'D
�r
HURRICANE STRAPPED TO CODE THE PROPOSED
RAISED ROOF TO THE EXISTING FLAT ROOF WITH '----
SlMPSON HURRICANE STRAPPED.
(MTSM 16" STRAP W/ 4 3/16" X X"TAPCONS)
214 SLI(G. AT VALLEY RA"Ek 2X6 PT JOISTS 16" O/C
NRaS STWN. TRME9
Ot T ROOF fRUSS
Sld ow TER
HANDYALLEY FRMG. DETAIL-..�-
A-LnM'M V916Y WAA. Fan TRI WO &W MAY N
8UWf rUTED Imo= TINA► 04 STAN 1f "U
UCMW ffN&Wt400 SrAW
>=NG
5IMP50N H25 HuRl'. CLIP
5�-ad IZAF��RS � i�I1:Jc
2Xb PAF TF -RS ® 24" C3 C.
No, 2 5PKD)
F'LrYV100D 5HI~ATHIN& OR
IX PINE PLA >
VERTICAL. C A5 2 sCir'r S.Y.i�:
R)966 MAM
CONT. 2X4 5 \/EL GU' i
NAILED, (YP)
StMPWN, H--•---
RAFTLIN, TIE
14-bd
mmm" "AI5's'smie" 1STPAP
0 (4)311 "x2 OP'7AIPCONNS
to at WALL AND � r0d-
CO1�1111ON$ T%377)�
Tal' SLK. COURSE PER
Tyr. W041 SECTO
TRUSS
a ° WA',!. AW'L OMP
cSiAmxv FIS .
!~A. OTHO FOR
fllME MPA SM TRM .
2X6 PT JOISTS 16" C
PROPOSED RIDGE UNE
•A?
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMI 1,� Q
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
2X8 MEMBERS ALTER OR SET
ASIDE ANY OF THE PROVISIONS OFTY TO VIOLATE, CANCEL, THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
'EXISTING FLAT ROOF FLASHED
W/ METAL FLASHING AND WATER PROOF
!Q
1p�HURRICANE STRAPPED TO CODE THE PROPOSED 0 1 4 • 19 e $
RAISED ROOF TO THE EXISTING FLAT ROOF WITH
SIMPSON HURRICANE STRAPPED.
(MTSM 16" STRAP W/ 4 3/16" X X"TAPCONS)
% g, -o 11
MT� . I.ROF T cn
L3$E (9) MMIS STRAP FOR ul-wrT VALtam )000 I wp.13ii
use M I1FFrwo sT> os; pM U1'LWT VA 2W LIN. 01% L9$S
UPL#TVALUi*� 4 .RXQUWE Mrr&A +ITECT W r0l"W -ROOF PLAN LAYOUT
Scale: X" = 1-0"
DRAWN
vr"
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M
DATE
SCALE
A,9 ssnmN
Job NO.
20
14- [$
SHEET
A-1
OF SHEETS