HomeMy WebLinkAbout1832 Pear AveC jj�]- v CITY OF SANFORD
SAY 2tlj BUILDING & FIRE PREVENTION
PERMIT APPLICATION
BY:. .Application No: �iCI
Documented Construction Value: $ _ZQ(.p. (X)
,Job Address: ,'' a--kcf. � s('l /Historic District: Yes n No ❑
Parcel Ill: �1 f��� Residential Commercial 11
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Dento 1:1Change of Use ❑ Move ❑
Description of Work: � L 'P j t� � )
C.
Plan Review jContact Person:
Phone: i �! ��� Fax:
Title:
11Y1c . �o
Property Owner Information
Name n l (t C.o l e_ Wi rv,(
Street: _ qac: t'I
City, State Zip:_.f ��oGC _ 1
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip: _
Contractor Informati
Phone:
4
Resident of pro �ert�? . , 1 j /i C.
t 3f�1
on
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i I)i1&,i tt,l;,� Ilf
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Bonding Company: Mortgage Lender:
Address: — Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMEN'T'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MAST BE
RECORDED AND POSTED ON TIIE 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' *i' h reby madeioobtain a permit to do the work and installations as indicated. 1 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5't' Edition (2014) Florida Building Code
Revised: June 30, 2015 1 Permit Application
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,
. l 11 11
„
/ks BUILT
NE
�.'LEGAL DESCRIPTION
IS NCL ''SU.CREIIE 0 REi
LEG LOT 9 FOGLIA PARK, PB 67, PG. 95
C.-ONSTRUCTION
•
1111
PARCEL I.D.#:
35-19-30-526-0000-0090
NACOLE SCOPE OF WORK
KING
INSTALL SCREEN ENCLOSURE
FOR EXISTING FRONT PORCH AREA
1832 PEAR OF EXISTING CONCRETE STRUCTURE AS INDICATED IN PLAN. F
AVE.
AREA TABULATION
SAN.FORD, FL 32771
EXISTING LIVING AREA 1,140 SQ.ET,
EXIST. CAR PORT AREA 223 SQ. ET, I
tiv 41 5T EXISTING PORCH AREA PROP, SCREEN RM, 104 SQ. FT.
LA
M 4TH ST J `-' } `____ EXIST. UTILITY AREA �8 SQ. FT.
1 Vl. STH ST
----rte —rss +N•_ 5 r f 1 C I � �.✓
' n� oo �Iv�laTi� Sr -------- -.._ i `L ._ � _........ __—�._. �Y:_.�?i'i .._.�!:._ TOTAL P R 0 P . AREA 1, 5 5 5�a Q . F T.
_ .--
- v 'k /fH ST
__ Nl^ 8 R ST_ .`ti! i
r- 8T H STj rsJ. C TH 5T
0. v N WI{ l ^M c� bci M_
r CLARK 'T t'( W. 9rH ST � h ;'T
INDEX
Q , �, cr �{� 1t�rH 71 +
(,I.,af K [:T — r- J 1 i W. 1l'1TH w
"! ci
�_�- t"?EUC !C, --
T hrt CIS RQ - � ._ -
�� r�r , !z= _ s Kt
J Jv? ' ,'' �2r�7 �f _11_ nl- >! CS COVER SHEET
_.
n ACADE'11Y Ak/F TU`ai<EGf.E e A`' W. 1 3 T H S T i c C
,
,,- .. BUILDIN ODE CRITERIA
EIh{uNE Cup -- T = c�XIST. SLAB FLOOR ELECTRICAL PLAN AND ELEVATIONS ^—_
' ST i • , V) AlA l FLORIDA BUILDING COMS:
_. ///
13TI1 Pl ==c cti 1 7 HIM ➢ulLDlnr,coDE:
---- J V� ` rnrn FLORIDA BUILDING CODS -BUILDING 5TH EDITION 2014)
f3ETFIUN� CTR -- 1, '14TH ST _ _ V / FLORIDA BUILDINOCODE-RESIDMIAL5TH 01T1ON(2014)
NOTES TO BUILDER/CONTRACTOR: CARVER PROPOSED SLA LOO ELECTRICAL PLAN AND
' - `�"— � *' (n �� � W b�- � XISTING➢UILDING WU➢:
i
RECORD COPY Acr1DE;,1Y� ��• 15YH `� ---- w_ > `� I FLORIDA BUILDING CODE-EX7STIN0 BUB DINOSIH fiD[TION (2014)
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS �, r I ``. �) - -" - - ALTUktA'110N LB VEL XCLASS1h1CA'T10N
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE �A0NLh!Y W. "16TH S('= = x _T .,.,, Le ELEVATIONS ELECTRICAL COUF.:
J w
C - ._..0 �— NATIONAL BLECIRICAL CODE 2011
OF DRAWINGS. �Oh1'1�f CE NJR,Y A'+E� L; L ch,w
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING — _ +tl. 11 I4-�_5T r FLORIDAVMBUILDE:
, r(��IINS � � trJ �, Gyl CC, FDA BUILDING CODE -PLUMING STH F.T1[C10N (2014)
_ __ =1 c) S 1 STRUCTURAL D E TAILS MECHANICAL CODE: .
FOOTINGS PRIOR TO FOUNDATION POUR. !i; w ST I - o -,? Fr.oRIDn➢unDINCWD➢_r➢crlaNlcnLsntEDITION(zow
! L�1_
[L 4' '� 1.�1 Lt V) CJ C� C7 CI] )
3, THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY u ;_ �� _. r - C. I GAS CODE:
PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE - ; �, r f "` W• 18TH ST� P1 PLOT PLAN (CIVIL) « FLORIDA BUILDING CGUU-141111. GAS 5111 lIDITION(2014)
c Q I 1aTf'I L ( J NFPA 58 LLQUIkWv FBTRQLBMQA55B5 LATIM EVITION
ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES.
' _J Q` —NFPA II INSTALLATION OF' SPRINKLER SY5THIMTHESE PLANS ARE NOT TO BE CONSIDERED A [r; uJ <� z �l LATEsrDeHA i
HOWEVER, is
�. _.� . -i -, �.. - _._.�.� __--- —_ ._•..._ n I '7 ,? I 1 + -� '� ? e ACCUSSIBILITY S'L'LI UDl'1'10N (2014)
COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A W. 2911 Sl
_ �, �, w G 1 at .
COMPLETE TREATISE ON THE APPLICABLE CODES. � ' `�' = �' ` J ° FIRE FL
C� • � t;t:: rr "C J � J � O „, FLORIDALOR1llA FIRE PRUV1iNT10N COVE 5'3'H 1TU1'llt`N (2014)
4. READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING-,`; �f urlG W. 7.?_ IJ ;,T '
` tiv. 22Pdo Srsr �,,,; _r.,- I ENGINEERS NOTES
CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM SI. -- _ - ,.l hIIT( I'i Mi1CH - �qT' � c � �,,�.-n� '1 - E
STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD _ ._ __. cti�� c� �� C1. CT E. Q `�� DEPT.
!1/' , J,GV�CkI, 5 LISA LISA
SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR c'UN0;ALI" a ;�c TI� KArHF hL aNOINaaR'SRUVIUW AND APPROVAL OF TRUSS INFORMATION AND
ORDER -OF -ASSEMBLY. THESE THINGS ARE MUCH EASIER TO - -' -- ! F ; ,' '`` �/ �f21? CT V! Cf L. 24 — CT Lr,TBLINFORMATION 13 BASED UPON TIM DIFORMATTONCONrAINM
�+ �' Thi ST _ LIEIIULs}louLDr}�owNExoxCnNTRACIoxctlArlQE
CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER SITE `( �' LC TRUSS COMPANIHS ORLINTEL COMI nN7➢s, FURT11EFt32Ev3Bw 11Y
�� �, - Ok to install x,04 square foot screen TIIB BUILDING INGINEERIS REQUIMY
THEY ARE ALREADY IN PLACE. �� 1jt= _r>
5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OFA - " `-J � enclosure for existing porch area as shown STRV TVM3 SIGN & BUILDINGS AND OTHER
SI LOAD FOR
LJ
�� <.-I` >-' S1'RVC1'VNUS (ASCUlSa! 7-10)
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE _) �= z; v? 711[1 PL on plan. Meets area and dimension FLORIDA B,➢DB�3CGDEDESIVNwBmSPEED;
STANDARD FOR RUSIDENITAL CONSTRUCTION IN 1UQH WIND I
CONTACTED AND RECEIVED CLARIFICATION FROM ` -
re Mations for the SR -1 zoning district. RUQIONS [GC 000-0B Vit -140 mph, Vsad-708 mph
ir7 Yn t
' MAY `� c� `� r`a g g N= 104 dealgn wind q,asd (3 accand an*): 110 mph
DDB SWEET. C A D(Z _ Liz,) h U rs
25-F F -I S T ,III + WIND AT SURD CATUQORx -C
II- I - f ,
- RISKCATEOORY-II
-� _------ �____ -z cAr?rrar_
ENCLOSURE CLASSIFICATION-B'NCT.OSED
i— GF.hJEV,1 TER " j 4 `ter __ _ FLOORLIIVVH LOAD -40pf
-�-,_--_- `iJ Lj K1ia.I<CLIFF E ST J/ - ROOF LIVE LOAD -16 PSF
. c]" �-r "•--_--,. -- — OTIMR DEAD LOADS -ACTUAL WB10H1' OF MATURIALS
I•r 1 (�r f'<<L)`F - BUILDING- UNPROTHCTIKD AND UNUIdNKLED
a x I-
MDGEWDOD t_PS TER CE OR i
JUN 2 8 2016
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONSAND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
— _ PROJECT MANAGEMENT
EIK-T Phone: (305)280-5507
"We Brim Visions To Life►'
Email: ddbsweet@earthlink.net
PLAN FOR: NACOLE KING
.1832 PEAR AVE.
ADDRESS. SANFORD FL. 32771
CHAD LI NN P.E. LIC. # 57524 DATE: Q6/2016 SCALE:
P.O. BOX 140024 _— —
C.SORLANDO, FL. 32814 PARCEL#: 35-19-30-5,26-0000-0090
PHONE: 407-252-6433 TI'
SEAL
VICINITY
MAP
REVIEWED FOR CODE COMPLIANCE N.T.S.
c.1,`( 4J+�CflnlN� l r.Ea
PLANS EXAMINER
C',•3n�?•�_____
DATE
A
SANFORD BUILDING DIVISION
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
rte S�-�e,� X10
A PERMIT 1,%UED SHALL BE CONSTRUED TO BE A
INSURE ACCURACY, MISTAKES CAN OCCUR,
LICENSE TO PROCEED WITH THE WORK AND NOT AS
IS THE BUILDER'S RESPONSIBILITY T❑+��-_��
,
AUTIT
ASDEHANY OFORITY THE IPROVISOANSOF'THETEOHNCAL
VERIFY ALL DIMENSIONS AND DETAILS AND
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
REPORT ANY DISCREPANCIES TO DDB SWEET
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING OF RS IN
BEFORE BEGINNING CONSTRUCTION,
,
VIOLATIONS OF ODE
CONSTRUCTION OR VIOLATIONS OF THIS CODE
CONSTRUCTION
NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO
# 1 6.. $ 2
REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS
AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION
�wwlNc
NOTE: CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF
;
SlaPJFORD
DDB SWEET IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT,
NTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTI❑
aFpAFzv����
OF MORE THAN ONE HUME OR VARIANCE FROM PLAN SPECIFICATIONS
IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER [IF RECORD,
�!
NO. REVISION AND DATE
ITEM _
JUN 2 8 2016
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONSAND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
— _ PROJECT MANAGEMENT
EIK-T Phone: (305)280-5507
"We Brim Visions To Life►'
Email: ddbsweet@earthlink.net
PLAN FOR: NACOLE KING
.1832 PEAR AVE.
ADDRESS. SANFORD FL. 32771
CHAD LI NN P.E. LIC. # 57524 DATE: Q6/2016 SCALE:
P.O. BOX 140024 _— —
C.SORLANDO, FL. 32814 PARCEL#: 35-19-30-5,26-0000-0090
PHONE: 407-252-6433 TI'
SEAL
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EXISTING FLORIDA BUILDING} CODES:
NEW BUILDING CODE:
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4 -1 I 3 -O 5 -4 FLORIDA BUILDINO CODE -RESIDENTIAL 5TH EDITION(2014)
TYP.
arnau, 3[,43Ck, - EXMINU BUILDING CODE:
7
-- — ,7 _ rI oRIDn Bu1wInG cvDE ExIsnNG BUILDIr[G sr1l Enrrlorl Tml4)
/ r r `77'_. 777 777777 � 7.VELXCLASSIF'lCA'fION
/ J ' .T, ELECCRICAL CODE:
`' Q F ��,,.- 7,✓.� ✓' i�<<„`✓<� ' EXISTING NATIONAL Y1EcrucAL CODE 2011
1 3/4” METAL CHANNEL
PLUMBING CODE:
FLORIDA ➢UII,DIN(7 CODE -PLUMBING 5111 P.DTC[ON (2014)
c; }\` ty{,;. rr ��,t'��' FRAME MEMBERS
6j-i(,;�,,% f' �,r �..-.: i (I, Fa % iv .I •1\\` �p '9 r 'J MEOILCODE:
'-- / � J ��< ,-•�F r,l� / .• / "�.,,��,/y/ % ` ''t;.I ^ r ,^< TYP. Fk.vRWlDn ABUsuu.DfNU coDF;-ME:(; ttA[JICAI, srH ➢Drrkox (zo14)
-- /777777777.;'7,
GAS CODE:
FLORIDA BUILDING CODE -FULL GAS 5TH EDITION('LOM)
NFYA 58 LIVllrIr.D PLIROLL'M OASSES LATEST 1: (TION
I a. I�::k,- 4 ✓..; F a, - -- J ✓/JJF//1!..✓ . -- aF ✓ .r ''..'f/yi % %Ti'�/-i r'.�'•""='✓ UMI TS OF CONSTRUCTION -EXISTING
r } j's.T� r I I , { ,, _, ',; ' ,rfr'f ✓� -' > _ _.....—_------- TUSFIA Al10NU1 SPRINKLER f S / NFYA 13 INSTALLATION - � + +
, ,METAL KICK PLATE Ln'rEs'
, ' : 1 ''O 'f ✓� +f`-. • ,,% / r/- -T il,� - _ _% 'A ._'j' 3 1ty/ . i. i ! 0 11 11 ACCESSIBILITY 5 RI EDITION (2014)
k r /'/ /////' , f,� ��j'y�,y ../ {jV AS IS SIDE ELEVATION (SOUTH) TYP.
,,� %� J.a. /iJr.d'`.'� FIRE CODES:
11 �f �: f_, r / c f�if YjY� •fid/ f/f f444 Ly' r; r{ y, j /i v t� '' m 1 8r = I'-0" FLORIDAHREIMVENrkONCODE51HEDITION(2014)
! /. 'i , _ PROPOSED
tG.
'i1 I� i�' 1t I 3 / ✓ f /�i f� ,' _/1y /L%., . ,% % ENGINEERS NOTES
4-
{ v 1 r l{i- 1111 — jy{,.h``� Y i M "• � � -. AA�..� ✓ f�A .i � ✓ r. r // (/J/�/ fe,�// ✓ iA
'T 11 �(Il I f. f �+., rl c F' a `r (:'"1\� __-__- F / r� `� ..r(✓.!' ! / /+� rf_/!F / _—_.—_-- _
ENGINEER'S REVIEW AND A19'ROVAI, OF IRONS IPU•ORMAI'lON AND
LINTEL INFORMATION IS BASED UF'ON THE INFORNIAXION CON MINED
( f ::: ;� ✓ rte' 'i �.,.�ac r �,:-' -+'{+ �, {}jt'� r jr✓ y1" r /• l G 6�
HER IN, SHO UL DTHE OWN FR OR CO NIR ACTOR CHANGE
� �_ --. -_- -- ....._ .. `.� �J, .; : ,', . -- `�.. �� //� ,rr� `}j /( /X%f� /.,• ��i,��i, ,, �
TRUSS COMPANIES OR LINTEL COMk'ANIF:S, FUI♦'4HERREVIEW BY
S, -p„ - i / / j ,, s� /' ✓� :J( ,• '.r k t f• % / c, THE BUILDING EN�7INEERISREQUIRED/
S- 410
MINIMUM DE31ON LOADS FOR BUILDINGS AND 0111
EXISTING STRUCTURES (ASCE/SEI 7.10)
;. /'d/!'F /4 f%/ f /•' .r EXISTING "
TO REMAIN "AS IS" 36 SCREEN DOOR FLVRLDABUILDINGCODE DESIGN WIND SFEED:
ROOF
f7� .1 J _ "� `,( f j/ �'i / -�STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND
W LATCH AND LOCK
REGIONS ICC-600-08Vult-140 ph, V"d-108 mph
�;% �',%�/ o (NO ROOF CONSTRUCTION) / EXISTING ligmol04JasignwnJapooJ(3ewvnJyuat):llOmph
EXISTING c / ✓ „/� > NYLON SCREEN WIND EXPOSURE CATEGORY -°
LIMITS OF CONSTRUCTION ,�', ,. ,/,
,F� o TYP, RINK CATEGORY " 11
WOOD 6 X 6 POST LB �" "/� /J/,f // r
TO REMAIN ;��, /,•-✓n -', /,
( ) -
ausaor,�� , /""`�-..-- ENCLOSURE CLASSIFICATION UNCLOSED,
LIVE LOADS:
13/4METAL FRAMING SCREWED—-— �
-- FLOOR LIVE LOAD =40p.f"A IS" FRONT ELEVATION Q ROOF LIVE LOAD =T6PTO CONIC, FLOOR, UNDERSIDE OF7 I
OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS
EXIST. HEADER AND WOOD POST'"
1/417 = 11-01 WITH MANUF, APPROVE / SUPPLIED ,3'_4, '%'f /'/(,z,'r ,✓J/f'!'
FASTNERS (TYP.)
NEW �.....� .���..�>� �� � ���,vv - _
i ' .I
3'
BUILDING - UNPROTECTED AND UNSPRINKLED
--
HFM
--
�- _.. -
��rtC,t— SPECIALIZED IN;
ARCHITECTURAL PLANS; HOUSE, ADDITIONS AND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
CEILING FAN INSTALLED 2'-�" 3 �- 6" 5,-a„
POWERED FROM EXISTING LrvinsuAH�s 72•_c,• PROJECT MANAGEMENT
_9„ 1 ,;�1t1 LIMITS OF CONSTRUCTION ALL EXISTINGOUTSIDE PORCH LIGHT SWITCH FIN, FLOOR HOT,"AS IS" FRONT ELEVATION SM9EETSHALL REMAIN Phone: (305)280-5507
1/4" DIA. X 1 3/4" TAPCON 13'-4" - I o" "AS IS" "We Bring Visions To Lift"
e"
SCREWS W/ 4/4 DIA, NYLON OR Email: ddbsweet@earthlink.net
NEO PRENE WASHERS EQUALLY "AS IS" FLOOR PLAN _____ ___ �-
PACED UTILIZED TO SECURE
MPLAN FOR: NACOLE KING
METAL FRAME TO CONCRETE FLOOR
AND WALL WITH 1 3/4" MIN, - --
EMBEDMENT PER MAUF. (SEE SHEET ADDRESS, 1832 PEAR AVE .
4 OF PRODUCT APPROVAL) SANFORD FL. 32771
CHAD LINN P.E. LIC. ff 57524' DATE: 06/2016 SCALE: PAGE:
NO. P.O. BOX 140024 % _ -----
- -- --
ORLANDO, FL, 32314 C
--- - - - PHONE; 407252-6x433 PARCEL#: 35-19-30-526-0000-0090 Al
gin" I AP
PLAN DETAIL, @ RENF
LAP SPLICE @ CONT FTG
CORNERS BARS -
W/ 30" LAP
CORNER BARS SHALL
BE SAME SIZE & QTY
AS FTG REINF
PLAN DETAIL @ CORNERS
BAR LAP SPLICE (9 CONT FTG
NAILI��G SCHEDUL
ROOF & END GABLE; 8d RINGSHANK NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES OF 7/16" MIN, APP, RATED OSB PLYWOOD , W/8d NAILS
AT 6" O.C. AT INTERIOR SUPPORTS.
WALL SHEATHING: 8d NAILS SAT 6" O.C. AT SUPPORTED PANEL
EDGES OF 1/2" APA RATED OSB PLYWOOD W/8d
NAILS AT 12" O.C. AT INTERIOR -,UPPORTS.
WINDOW SIZE KEY
Mark o,
vvivv uviivi vnL_ I i��vvui 4v
MAX SPAN 24"0.C.
NOTE
MASONRY
FRAME
1820
SH12
20"x24" +_
1830
SH13
20%36" -1-
1840
SH14
20"x72" 4-
1850
1850
7, SH16
20"x60"
1860
SH12
20"x24"+
2020
SH1H3
24"x24"+
2030
SH12"x36"+
2x8 24"o.c.
2040
SH1H4
24"x48" +_
2050
SH1H5
24"x60"-+-
2060
SH1H6
24"x72"+
2220
N/A
26"x24" -1-
2230
N/A
20"x36"+
2240
NZA
26"x48" ±
2250
2x12 16"o.c.
26"x60"+
2260
N A
26"02" -+-
2620
2620
N A
30"x24"4
2630
A
30"x36" H
2640
_N
N A
30"x48" +
2650
N/A
30"x60"+
2660
N/A
30"x72" +
3020
SH22
36"x24" +_
3030
SH23
36"x36"-+
3040
SH24
36"x48"+
3050
SH25
36"60"+_
3060
5H26
36"x72"+_
4020
N A
48x24" +
4030
N/A
48"x36" _+
4040
N/A
48"x48"
4050
N/A
48"x60" +
4060
N/A
48"x72" +_
4020
SH32
53"x24" +
4030
SH33
53"x36" +
4040
SH34
53"x48" +_
4060
SH35
53"x60" +
4444
N/A
52"x52" +
1
PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL
"02" +
ATR is all threaded rod
BEAR THE SEAL OF THE ENGINEER.
2.
DIMESIONS ,TAKE PRECEDENCE OVER DRAWINGS,
GENERAL NOTES
1) CODES:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT- 3500 PSI
2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2,2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60).
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE
MASONRY ASSOCIATION AND AGI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S OR M.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8"
(WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE)
BOTTOM PLATE
1 #5 VERT, REIN
C.M.Ur--� - - ,
4 /
P,T, END STUD \I
1/2" ANCHOR BLOT
@ 48" 0/C (VERT,)
(3 MIN.)
FRAME TO BLOCK CONNECTION
Ln100
31
DETAIL "A"
Mark o,
vvivv uviivi vnL_ I i��vvui 4v
MAX SPAN 24"0.C.
RAFTER SPANS
CEILING JOISTS
FLOOR JOISTS
2x6 12"o.c,
14'9° max span
2x4 12"o.c, 9'3" max span
2x12 12"o.c. 23'4" max span
2x6 16"o,c,
13'5° max span
2x4 16"o.c, 8'7" max span
2x12 16"o.c. 20'2° max span
2x6 24"o.c,
11'9" max span
2x4 24"o.c, 7'3" max span
2x12 24"o.c. 16'6" max span
2x8 12"o,c,
19'6" max span
2x6 12"o.c. 14'9" max span
2x10 12"o.c. 19'11" max span
2x8 16"o.c.
17'9" max span
2x6 16"o.c. 12'11" max span
2x 10 16"o.c. 17'3" max span
2x8 24"o.c.
13'2" max span
2x6 24"o,c, 10'6" max span
2x10 24"o.c. 14'1" rnax span
2x10 12"o.c.
24'10" max span
2x8 12"o.c, 19'2" max span
WW
2x10 16"o.c.
22'1" max span
2x8 16"o.c. 167" max span
,,4)
1/4 X
2x10 24"o.c.
18'1" max span
2x8 24"o.c, 13'7" max spon
C. SILL PLATES #S. Y, P. P. T.
2x12 12"o.c.
26'0" max span
2x10 12"o.c. 22'9" max span
2x12 16"o.c.
26'0" max span
2x10 16"o.c. 19'9" max span
HUS26
2x12 24"o.c.
21'4" max span
2x10 24"o.c. 16'1" max span
20-16d 8-16d
NOTE: ALL SPANS
BASED ON #2
SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT- 3500 PSI
2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2,2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60).
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE
MASONRY ASSOCIATION AND AGI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S OR M.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8"
(WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE)
BOTTOM PLATE
1 #5 VERT, REIN
C.M.Ur--� - - ,
4 /
P,T, END STUD \I
1/2" ANCHOR BLOT
@ 48" 0/C (VERT,)
(3 MIN.)
FRAME TO BLOCK CONNECTION
Ln100
31
DETAIL "A"
LINTELS BY QUALITY PRECAST
Precast Lintel
8"x8"; filled and unfilled)
Total Allowable Superimpose Load - Pounds Per Linear Foot
Mark o,
NOTES:
Totalo
Lintel
Size
f Filled
No Steel (1)#5
A
1.
FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING
2'110"
316"
4'0"
4'6"
54"
5'10"--2045-----2577
616"
7'6"
814"
94"
11'4"
12'6"
134"
14'0"
1418"
15'4"
74"
19'4"
20'0"376
21'411
241011
6 1 7845
4277 5413
PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR
SP -4
2304 2906
C
CORRECTION OR ABSENT'
REVIEW PRIOR TO FOUNDATION POUR,
TSS
1304 1636
2.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A,C.I. 301-79 AND SHOP
904 1128
LSTA12
LINTEL STRAP DETAIL
DRAWINGS WITH A.C.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT
5 760
491 687
1295
FOR APPROVAL PRIOR TO FABRICATION OR CONIC, POUR,
186 302
1670
3.
CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX.
'°`"'• �--
(1) IMPSON HTSM 16
1 STAM
AGGREGATE.
WW
TP,PCONS
4.
REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE
,,4)
1/4 X
2 AND (8) 10d NAILS
GRADE 40.
C. SILL PLATES #S. Y, P. P. T.
5,
DESIGN LOADS: IN ACgORDANCE WITH F.B.C,, 2010 ED. F.B.C.
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTIMIK
STRVCTVRES(ASCH&H17-10)
ROOF LIVE LOAD: 20 P.S.F..
LINTELS BY QUALITY PRECAST
Precast Lintel
8"x8"; filled and unfilled)
Total Allowable Superimpose Load - Pounds Per Linear Foot
Mark o,
Nominal
Clear
Span
Totalo
Lintel
Size
f Filled
No Steel (1)#5
A
L-1
L-2
L-3
L-4
L-5
L-6
L-7
L-8
L-9
L-10
L-11
L-12
L-13
L-14
L-15
L-16 S.
L-17 P.S.
L-18 P.S.
L-19 P.S.
L-20 P.S.
L-21 P.S,
L-22 P.S,'
11611
21211
21811
3211
41011
416"
51211
612"
7'0"
81011
912"10'6"1236
10'0"
1112"
1210"
12'8"
1314"
1410"
1610"
1810"
18'8"
20'8"
2218"
2'110"
316"
4'0"
4'6"
54"
5'10"--2045-----2577
616"
7'6"
814"
94"
11'4"
12'6"
134"
14'0"
1418"
15'4"
74"
19'4"
20'0"376
21'411
241011
6 1 7845
4277 5413
INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE
SP -4
2304 2906
C
CORRECTION OR ABSENT'
722 2167
TSS
1304 1636
I
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
904 1128
LSTA12
LINTEL STRAP DETAIL
P IO TO FABRICATION
5 760
491 687
1295
7 UMBER GRADE BE:
186 302
1670
Note: (P.S.) represent precast lintels prestressed using
(2) 7116" Diameter Prestressing Strands.
4" CONC,
SLAB 1-1-#5 CONT.
- I I
HE III
CONC. PAD (SEE-
FND PLAN) SIZE -III
VARIES 8 I I-
�... �-��- T��ICKENED EDGE DE -TAIL .
SCALE: 3/8n= I'-0,"
CONNECTOR SCHEDULE
LINTEL
WIND LODS: IN ACCORDANCE W/ F.B.C. 01 EDITION FOR
FAS(ENERS
UPLIFT(133)
CAPACITY
SP -1
140 MPH REGION REFERENCING ASCE-7
585
SP -2
6-10d 6-10d
INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE
SP -4
6-10dxl
C
CORRECTION OR ABSENT'
6 , PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C.
14-1 Odxl
`
I
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
1000
LSTA12
LINTEL STRAP DETAIL
P IO TO FABRICATION
LSTA24
18-10d
1295
7 UMBER GRADE BE:
22-10d
1670
N.T.S.
A. HEADER, COLUMNS, BEAMS #2 S: Y. P.
1715
1 STAM
2B -10d
OVERBUILT FRAMING FB -1500 PSI
MSTA36
26-10d
1995
B. WALLS, BLOCKING, MISC. #2SPF
-1 xl
C. SILL PLATES #S. Y, P. P. T.
GENERAL I �I OTES
8, ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE.
9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTIMIK
STRVCTVRES(ASCH&H17-10)
10, THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99
HUS26
14-16d 6_16d
15,90
EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD
20-16d 8-16d
1.
CONTRACTOR IS TO ASCERTAIN THAT ALL
DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS.
CONSTRUCTION SHALL BE IN COMPLIANCE WITH
11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS,
EN(MOSURE CT-ASSTFICATION-BNL103 ID
ALL APPLICABLE BUILDING CODES AND LOCAL
ARIJB6
12-16d+jci bolt
2300
RESTRICTIONS AND THAT THE CONSTRUCTION
SUBMITTAL NOTES:
2321)
H10
DOCUMENTS ARE IN ACCORDANCE WITH
905
H
SPECIALIZED IN:
APPLICABLE LAWS; STATUES, ORDINANCES,
1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER
4-8d 4-8d
455
DDi
AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT
1450
A35
CODES, RULES, AND REGULATIONS. IF THE
FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION, PRE-ENGINEERED WOOD TRUSSES SHALL BE
MGT
22-10d
CONTRACTOR OBSERVES THAT PORTIONS OF
DESIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION.
14-16d oink r
THE CONSIRUCTIQN D.OGUMNETS ARE AT
2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT
-HOT-3
VARIANCE THEREWITH, THE CONTRACTOR
BRACING As REQUIRED BY SPECIALTY ENGINEER.
M HA
18-10d + 1 AIR X f �_
SHALL PROPMPTLY NOTIFY THE DESIGNER IN
M HA H=7
18-10d +.1 ATR X TOP
1885
WRITING AND THE NECESARY CHANGES SHALL
TRUSS NOTES:
DATE: OP/2016 , SCALE: NOTED
BE INITIATED AND ACCOMPLISHED BY APPROPRIATE
1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN.
META 18(H=14)1
9-10d X 1f1'2
MODIFICATION.
PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL
ATR is all threaded rod
BEAR THE SEAL OF THE ENGINEER.
2.
DIMESIONS ,TAKE PRECEDENCE OVER DRAWINGS,
DONOT SCALE DRAWINGS TO DETERMINE ANY
2, TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES,
LOCATIONS. IF ANY DISCREPANCIES OCCUR,
BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT.
NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION,
ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR
SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL,
FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE.
3,
ALL WOOD IN CONTACT WITH MASONRY, CONCRETE
OR STEEL 'HALL BE PRESSURE TREATED.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION
BRACING.
4,
ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED
AND/OR INSTALLED IN ACCORDANCE WITH THE
4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH
`IN
2-16D NAILS NAILS IN EACH TRUSS, UNLESS. INDICATED OTHERWISE, ADDITIONAL BRACING AS REQUIRED OR
MANUFACTURER'S PUBLISHED SPECIFICATIONS,
RECOMMENDED BY TRUSS, DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED.
5.
CONTRACTOR SHALL VERIFY ALL WINDOW AND
5.TRU53 FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS
DOOR MASONRY OPENINGS WITH MANUFACTURER
PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE
RECOMMENDED OR REQUIRED,
PRIOR TO COMMENCEMENT OF CONSTRUCTION,
6.
ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK
6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON
OR FACE STUD AND ARE NOMINAL UNLESS
DRAWINGS.
OTHERWISE INDICATED.
WEB MEMBER'
SHEATING VQVS(CB) LATERAL
-
, BRACECONII
BRACE (CB) REO'D. BY
TRUSS DESIGN AND AS
-
--
-
-
REQ'D. TRUSS FRAMING7 '
PLAN 2X4 W/ 2-16d
NAILS AT EA. TRUSS.
8.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS
OF THE FLORIDA RESIDENTIAL BUILDING CODE,
rb
2010 EDI T I O N2x4
DIAGONAL. BRACE (00)
CEILING - TYP. AT EA. END WALL
- do ® 20'-0"- O.C. MAX.
9.
I
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
CONT, BOTTOM BRACE (OB) INTERVALS ALONG LATERAL
. '
BRACEZX4
WATER PROOFING.
AS 13Y
DESIGN & SDREQ'D INSS
TRUSS FRAMING PLAN
10.
ALL LUMBI=R SHALL BE SYP #2 OR BETTER
db ee
CHAD LINN P.E. LIC, # 57524
NO,
REVISION AND DATE
ITEM
P.O. BOX 140024
-_--
ORLANDO, FL. 32814
J'D
PHONE: 407-2526433
SCALE: 3/8n= I'-0,"
CONNECTOR SCHEDULE
MODEL #
FAS(ENERS
UPLIFT(133)
CAPACITY
SP -1
6-10d 4-10d
585
SP -2
6-10d 6-10d
890
SP -4
6-10dxl
735
M TS12
14-1 Odxl
1000
MTS20
14-1Odxl
1000
LSTA12
10-10d
755
LSTA24
18-10d
1295
I-STA30
22-10d
1670
ISTA36
26-10d
1715
1 STAM
2B -10d
1715
MSTA36
26-10d
1995
TAI
-1 xl
HERIN, SHOULD THE OWNER OR CONTRACTOR CHANGE
TRUSS CO1.,IpANM$ ORLME, CQW&NIES, FURTHERREVIEW BY
T1I1i BUILDING ENGINEER IS REQUIRED/
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTIMIK
STRVCTVRES(ASCH&H17-10)
HUS26
14-16d 6_16d
15,90
HGUIS26-2
20-16d 8-16d
2000
W@ID EXPOSURE CATEGORY - r
RISK CATW ORY =11
EN(MOSURE CT-ASSTFICATION-BNL103 ID
ARIJB6
12-16d+jci bolt
2300
ABU88
bolt
2321)
H10
8-8dxl\ 8_8dXIN
905
H
SPECIALIZED IN:
5
H3
4-8d 4-8d
455
DDi
-1 Qdxl
1450
A35
12-18dxl\
MGT
22-10d
3655
S'WE9� T
14-16d oink r
"We Bring Visions
To Life"
-HOT-3
8-10d+fd bolt
9035
M HA
18-10d + 1 AIR X f �_
3145
M HA H=7
18-10d +.1 ATR X TOP
1885
& 1 ATR[X4 FACE
DATE: OP/2016 , SCALE: NOTED
X1
49
META 18(H=14)1
9-10d X 1f1'2
1450
PARC E L#. 35-19-30-526-0000-0090
ATR is all threaded rod
BUILDING CODE CRITERIA:
FLORIDA OVILVINQ COMBS;
NHW BUILDING CODE:
FLORIDA BUILDING CODE-BUILDWO 5TH HDITION (2014)
FLORIDA BUILDING QQVH-R65IDBN'I1AL YYH EDITION (2014)
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE -MSI NU BUILDING 5TH EDPIION (2014)
ALTERATION LHVEL X CLASSIFTCATION
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE 2011
FLUMBING CODE:
FLORIDA BUILDING CODH-PLUMBD:G $TH EDITION (2014)
NIECHAMCAL CODE:
FLORIDA BVILDINO CODH .WCHA.NICAL 51 H ED111ON (2014)
GAs CODE:
FLORIDA BUILDING CODE -FUEL GAS 5TH EDITION (2014)
NFPA 58 L[QUIETED PRT ROLTIM GASSES LATEST EDITION
NFPA 13 INSTALLATION OF SPRD4MER SYSTEMS
LATEST OSTIA
A(A-XSSIBfLTTY 5TH EDITION (2014)
FW CODES:
FLORIDA FIRE FREVHN IQN CODE 5TH RD1T WN (2014)
ENGINEERS NOTES
ENGINHBR's REVIEW AND APPROVAL OF TRUS$ INFORMATION AND
LINTEL. INFORMATION W MED UFON THIS INFORMATION CONTAWD
HERIN, SHOULD THE OWNER OR CONTRACTOR CHANGE
TRUSS CO1.,IpANM$ ORLME, CQW&NIES, FURTHERREVIEW BY
T1I1i BUILDING ENGINEER IS REQUIRED/
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTIMIK
STRVCTVRES(ASCH&H17-10)
1LQWDA BVILDING CODS DESIGN %TND SPEED:
STANDARD FOR RESIDENTIAL CONSTRUGr1ON IN HIGH WIND
REGIONS TCV 4 W-08 V uIt -140 mph, V a d - 108 mph
Gg TC 104 dozip wind Speed Q uwnd gut): I W mph
W@ID EXPOSURE CATEGORY - r
RISK CATW ORY =11
EN(MOSURE CT-ASSTFICATION-BNL103 ID
LIVE LOADS:
FLOOR LIVE LOAD - 40 µif
ROOF LIVE LOAD -16 M
OTTER D13AD LOADS -ACTUAL WEIGHT OF MATHRIALS
BUILDING - UNPROTECTED AND UNSFRINKLID
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
DDi
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
PROJECT MANAGEMENT
-----
Office Phone: (305) 280-5507
S'WE9� T
Email: ma I: 1 lifefriend a'gmail.com
"We Bring Visions
To Life"
PLAN FQ R:
NACOLE KING
1832 PEAR AVE.
ADDRESS.
SANFORD FL. 32771
DATE: OP/2016 , SCALE: NOTED
PAGE:
S1
PARC E L#. 35-19-30-526-0000-0090
v
4
a
55.0'
PROPERTY LINE
w
z
I-
w
O
w
ID
28.0'
f
e
1 Al
e
EXIST,
CAR PORT
PROPERTY LINE
N
CHAD LINN P.F. LIC. # 57524
P.O. BOX 140024
ORLANDO FL. 32814
PHONE: 407-252-6433
BUMDING CODE CRITLR^^'J1�A:
FLORIDA BUIIAINOCOORS;
NEW DUEDINQ CODE:
FLORIDA BUILDING CODE-BUILDINQ STH HDIITON (T0(J)
FLORIDA BUILDINQ CODL-RESIDHN'I 5'11LEDIIIPf{(1014)
HXISTINQ RUE.DINQ CODE
FLORIDA BUILDINQ CODH-EM 311 NU BUILDINQ 5TH TMON (20 14)
ALTERATION LEVEL X CLASSIFICATION
ELECTRICAL CODE:
NAI70NAL ELECTRICAL CODE 2011
FLUMBMG CODE
FLORIDA BUILDING CODE-FLUMBINO 5TII DDITTON (2Q14)
MECHANICALCODIC
FLORIDA BUILDINQ CODE -MECHANICAL MI EDMI (7014)
DAB CODE
FLORIDA BUILDING CODL'-FU10. GAS 5111 EDMON (2014)
NFPA 38LIQUIFIFD MrROLEM GASSES LAIVA'UXIIQN
NFPA 13
MSTALLA710N OF SPRINKLER SYSTEMS
LATEST OSHA
ACCESSIBILITY 5TH EDMON (2014)
FIRE CODES:
FLORIDA VIRE PRNVRN ION CODE 5TH EDITION C2014)I
ENGINEERS NOTES
KNOINEER'S RHVMV AND APPROVAL OF TRUSS INFORMATION AND
LINTEL INFORMATION IS DA3ED UPON T11E INFORMATION CONTA11,U)
HERIN, SHOIJLD MH OWNER OR COM'RACIOR CI{ANDH
TRUSS COMPANIIH8 OR LUMI COMPANDiS, FURTHER rEVIEW BY
TIM SUR.DINQ ENGINEER 13 RffjjWI LV
MINIMUM DESIGN LOADS FOR BUILDINGS AND CMMR
0TRUCNRE3 (ASM M 7-30)
FLORIDA BUILDING CODE DESIGN WIND SFEED:
STANDARD FOK KL'31DWHALL CONSTRIA-11ON IN 1IGH WBJD
RPAION3 ICCn0"$ V Wt -140 mph, V md- 108 mph
fib -1044"e p wind spend (3 sowed Swty. 110 mph
WIND EXPOSURE CATEGORY -C
KISK CATEQORY-I
ENCLOSURE CLASSIFWA710N -HNCLOSED
Ll" LOADS;
FLOOR LIVH LOAD-40p.f
ROOF LIVE LOAD- 16 P8F
OTHER DEAD LOADS - ACTUAL WEIGHT OF MAT'IItM3
DUILDINO - UNPROTECTDDANDUNSPRINKLED
SPECIALIZED IN:
ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES
ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS
DDB PROJECT MANAGEMENT
SM�ET
Phone: (305)280-5507
. "We Bring Visions To Life"
Email: ddbsweet@earthlink.net
PLAN FOR: NACOLE KING
ADDRESS'1832PEARAVE.
4 SANFORD FL. 32771
DATE: 05/2015 SCALE: PAGE:
PARC E - - Pi
�,� L#: 35 19 30-526-0000 0090