HomeMy WebLinkAbout29590-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-29790 Date: 10/27/03
THIS CERTIFIES that the building ADDITION
Location of Property: 210 SUMMIT DR SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 79 Block 6 Lot 22
Subdivision Filed Map No. Lot No_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JULY 21, 2003 pursuant to which
Building Permit No. 29590-Z dated JULY 22, 2003
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is SCREENED PORCH ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR.
The certificate is issued to RICHARD C BURNS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
Authorized Sir
i ture
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 29590 Z Date JULY 22 , 2003
Permission is hereby granted to :
RICHARD C BURNS
210 SUMMIT DRIVE
SOUTHOLD,NY 11971
for
CONSTRUCTION OF A 20X17 SCREENED PORCH ADDITION WITHOUT WINDOWS AS
APPLIED FOR
at premises located at 210 SUMMIT DR SOUTHOLD
County Tax Map No. 473889 Section 079 Bloc 0006 Lot No. 022
pursuant to application dated JULY 2 , 2003 a approve y the
Building Inspector to expire on JANUAR 22 , 2005 . '
Fee $ 150 . 00
Autho ized Signature
COPY
Rev. 5/8/02
(�^6..�,1
orm No.6 (l , �'� or .
TOWN OF SOUTHOLD J"
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date. �7 03
New Construction: Old or Pre-existing Building: ,/ (check one) C
S
Location of Property: Z/O V/0 4,11
House No. //�� Street Hamlet
Owner or Owners of Property: 41 c H.9lz;t� C, .�✓fr2/f �. Cear
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:_ ✓S
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ Z
G L(9 Xt
Applicant Signature
CO-2al270
Sent 8y: ; 631 .3569; ��Da� JO bt-1703x10:58; Page 3/3
GROVE HOME HEADQUARTERS '08 j� '5
577 Route 112 ---a Cerno._L—. —
PATCHOGUE, NY 11772 —�---•— aF
(631) 4753500 CALC"TEDeY To
Fax (631) 475.3569
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SUM CD TAY MIP.. K
TOWN OF SOUTHOLD PROPERTY RECORD- CARD 4`'
tNER STREET _' / VILLAGE DIST. SUB. LOT
RMER O NER N r� E „ ACR.
0� 1 { �2� �n�Grv'P Ci ti L . 37.3 I
;t f I-, Ca "+7) S W TYPE OF BUILDING
SEAS. VL. FARM iCOMM. CB. MISC. Mkt. Value
-AND IMP. TOTAL DATE REMARKS
?� � � /o / , , ' � _ � .J'S l � /Yap✓ ��✓e�� E,C � is do
70c
SZCX? OO 4, 13 Qa �2- 1Li J4 1 L1b51Z n �� t, �b( ^
� � 3 I
700 ���YY' ) ,�i; Y hter` Cone , C,I-� CtL�LFl J�D�� �$Olo
AGE BUILDING CONDITION l 3�x - � y , t cc;�Sfr C ,'�n�•� -'� c Atli i e
EW NORMAL BELOW ABOVE x.<, { P ., A �' —g�a 04
ARM Acre Value Per Value
Acre 9 "J? - L 5-76 - S 12 Se; QC}
liable 1
Mable 2
Mable 3
oodlond
rampland
FRONTAGE ON WATER
ushland FRONTAGE ON ROAD
Ouse Plot DEPTH
BULKHEAD
etal
DOCK
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: 4 /22/03
APPLICANT: EDueNs IC zHReo s MAo t DATE SUBMITTED: q /x/03
SCTM# DISTRICT: 1,000, SECTION: ':�q BLOCK: C , LOT: a.;t SUBDIVISION: tQ/A
ADDRESS: ato S,)n",A '�)Q . CITY: ZONING DISTRICT: CONFORMING? t�O
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP cf571 -Z/ C/0 Z- pp , INFO N((_) /BPI-)419 -Z/ C/0 Z- 18662 , INFO Pbb
BP_!,3q'R -Z/ C/0 Z-11�cQ" , INFO_ ec_T/BP r`6 kk 5 Z/ C/0 Z- I�q 1a , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED rlo NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after 7/1/8
REQ. LOT SIZE: ACT. LOT SIZE: 6 24 REQ. LOT COV. o�)C)"�) ACT. LOT COV. 1$
REQ. FRONT '-n PROP. FRONT REQ SIDE 10 ras ACT. SIDE
REQ REAR 3S PROP. REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION:
ESTIMATED PROJECT COST: ARCHITECPrq�TU`INDR: ('H`gPM PrN
0
WATERFRONT? ODESCRIPTION: PANEL # 16C FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTHT: YES o1 O, ED #): DTE: / / PERMIT #:
TOWN SEPTIC RECEIPT: Y O(N)
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: / PERMIT #:
SOUTHOLD TOWN TRUSTEES: YES o DTE: / PERMIT #:
TOWN ZONING BOARD APPROVAL: YES o DTE: / / PERMIT #:
TOWN PLAN. BOARD APPROVAL: YES o DTE: _/ / PERMIT #:
TOWN HISTORICAL PRE (SPLIA): YES 6)"
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): NONOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
1. (—SF)- ( SF)= SF X $ _$ +$ +$ _$
2. (—SF)- (_SF)= SF X
3. (—SF)- (—SF)——SF X
FINAL TOTAL: $ /S�
�q5 6
765-1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ J FRAMING [ ] FINAL
[ J FIREPLACE A CHIMNEY
REM
Com-- ---i
DATE_� INSPECTO
M-11182
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 SULATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY �y
REMARKS:
,eoflq"
DATE �� /� D�- INSPECTOR
't)v / �
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ION
[ ] FRAMING INAL
[ ] FIREPLACE & CHIMNEY
REMARKS: VZ �
DATE U INSPECT
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
j ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING *�, FINAL
[ ] FIREPLACE & 4:H NEY
REMARKS:
DATE �� y C/- SPECTO
' ` - ' � «� •
v
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following before applying'?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 _ survey_✓
www. northfork.net/Southold/ PERMIT NO. a' U CheckjE SS
Septic Form
N.Y.S.D.E.C.
Trustees_
Examined � ZZ ,20 � ��' \ Contact:
Approved Ii 20 \ Mail to:_
Disapproved a/c
iPhone:
Expiration ,20 , `�� YG6 d
Building Inspector,
2 ► 2003
qAP
` APPLICATION FOR BUI�WNG PERMIT
T,,,. Date ? � g 20 03
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within I S months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pennit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
-r-/a �.""T- le-, 5—,y1re /, ^)y'
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
QWA/f K
Name of owner of premises )C1 Cq F42 D C , r1 AR l E 14, gUR/,J,S
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
zl D H a 1 T T /Zlvi Sd`� tbcl�
House Number Street Hamlet
County Tax Map No. 1000 Section / Block Lot 7-7-
Subdivision
ZSubdivision Filed Map No. _471 1W Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy CnAJ_P f4M f 4- f >nl f LC) Nr)_ 9.65
ScgFEn) PDXCO
3. Nature of work (check which applicable): New Building Additiony1 Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Z 00V Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars i
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories /
Dimensions of same structure with alterations or additions: Frontefir
Depth Height Number of Stories /
S. Dimensions of entire new construction: Front Z0 Rear — Depth /7
Height g Number of Stories 1
9. Size of lot: Front q Rear Depth
10. Date of Purchase ` 9y Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -�
13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO ✓
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
��
U��N��TY OF SS:
~�
�C-�+--�L\L YZS being duly swom, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the nil
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
o to before me this
day of J1 0Q''
Notary Public Signature of Applicant
BARBARA ANN RUDDER
Nstary Pabl�c,State of New York
No.4855805
Qualified in Suffolk County
Commission Expires April 14,azo
OFFICE
APPROVED AS NOTED
DATE: 2a-I3 B P 8 T90 COMPLY WITH ALL CODES OF
DEPARTMENT AT NEW YORK STATE &TOWN CODES
NOTIFY BUILDING D
FEE: DI Y:�1___ AS REQUIRED AND CONDITIONS OF
765.1802 6 AM TO 4 PM FOR THE SOUTHOLD TOWN ZBA
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED SOUTHOLD TOWN PLANNING BOARD
FOR POURED CONCRETE SOUTHOLD TOM TRUSTEES
2. ROUGH - FRAMING & PLUMBING
3. INSULATION N.Y.S.DEC
4. FINAL • CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUION SHALLREQUIREM NTS OF THE COD SEET OF EW OCCUPANCY OR
YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL
DESIGN OR CONSTRUCTION ERRORS.
WITHOUT CERTIFICATE
ALL CONSTRUCTION SHALL OF OCCUPANCY
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
FLOOD ZONE-
CERTIFICATION OF COMPLY WITH CHAPTER"46"
NAILING EQUIIREEETION
REQUIRED- SOUTHOLD
SOUTHOLD TOWN CODE.
).d5
f f » 2+° I ALL COMPOSITE PANELS CAN BE USED IN ANY
2 ROOM I Number of component areas: 1000 OF THE FOLLOWING: ROOF-WALLS-FLOOR. NOTES AND SPECIFICATIONS:
3 Room 1 O *************************** 1) THESE PATIO COVER AND WALL ENCLOSURE SYSTEMS HAVE BEEN DESIGNED TD
mo EXPO eu O °b° = L 80 10 20 25 31 40 60 65 70 80 90 100 WITHSTAND WINDLOADS UP TO 120 MPH EXPOSURE C.
�+•� Area = 0.324668 in^2 - P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. WINDLOAD CALCULATIONS ARE IN ACCORDANCE WITH ASCE 7-98, WITH 3-SECOND
_-_------ y FOR MIO -_____- aro - GUST LOAD DURATION, AN IMPORTANCE FACTOR OF 0.77, AND AN INTERNAL
-----__- Sam MR Am _------- MAW AZES PRA.AXES aro Centroid = 4.967281, 7.201269 in 3 IN. 1# FOAM PRESSURE COEFFICIENT OF 0.18.
----- saIB6 Fat Moe ---- ------ sans carr Iboe - --- (x/r1 (1151/urW _ 15' 13'-1' 12'-6' 12' Ill 9' 8'-8"
MAIN AVES FRtM AxEs MUN AxEs PRr4 AMES MMM '"� O �' 200 Ixx = 0.065847 in^4 Princi al axes ang9le of rotation*� x'000000 0.019 AL. 2) THESE SYSTEMS HAVE BEEN DESIGNED IN COMPLIANCE WITH THE BUILDING CODE OF
lx/r) pMX+/MNr) l+/r) (an/me) l»01 r) pM"v/�M,++) MOMENTS 0.F"M7rrM 7 0.517W Danz 1 Ixx' = 16.929516 in^4 4.967p281,7.201289 r 3 IN. 1# FOAM NEW YORK STATE, APPENDIX L PATIO COVERS SHALL BE USED ONLY FOR
br 03170.0 0.0292.2 ( I aio
,�, �n - t4oMEns of BMxrM M a0105 0.owe �� 76' 74' 13'-6' 13' 12' 8' 7'-6' RECREATIONAL, OUTDOOR LIVING PURPOSES AND NOT AS CARPORTS GARAGES,
MOMENTS 0.F IIaRlN: Mr 0.03116 0.012"" -- MOMENTS 0.v rAIXIK Ea 0.01952 0.1734" DY 0.0'00. 0.00.2" RAOAIS 0.F 0rR1TI01M: ,a 0.20.0.' 1.07104 l yy� = 0.220019 in 4 6.057342,7.201289 ,,,*" 0.024 AL.
yy 0.63182 0.05049 ANN AXE11 P»N.AXES OY 0.JW47 a02AST � xr 0.4000 0.44N ry '•071"4 a264Q9 ly y = 8.218756 in^4 4.967281,8.291349 y. =f STORAGE ROOMS OR HABITABLE ROOMS.
l /r) (Me+/MnN) O _ 3 1N. 2# FOAM
R,aus of erR,Txo1E x11 0170$ '.1"101 RAdtls of GYRAt1a0 a 0.1x00" 0.90.120 yy 0.Jo17 0249" EA1REE FIBRE o 1"0709 a7aTo1 6.076092,7.1825,x` 1T 16'-6" 16' 15' 14' 72'-4" 12' 3) OPENINGS SHALL BE PERMITTED TO 8E ENCLOSED WiTH INSECT SCREENING OR
yy 1.100.17 0.32797 yr 0.91907 0.2"148 C x75790 1.017"7 100 oe0 +•°0 Jz = 0.285866 in^4 4.967281, 99 2000 0.030 AL. GLASS CONFORMING TO THE PROVISIONS OF CHAPTER 24, SECTION 2406.
MOMENTS OF 9IFRrM1: b1.y 0.170"7 0.97050 EXTREME FIBRE C 0.76"8 0.491" 190 .OeO
EXTREME FIBRE 0 1.GQW DW416
by 0.974141 0.3'0"0 EXTREME F191E, 0 1.4111181 0.00".2 c OAWr as= -_,� Jz = 25.148272 in^4 0.037 4 IN. 1# FOAM 4) THE OPEN OR GLAZED AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL
C 1.04822 1.8035" WW OFGrRTM ,a 0.71920 1.27407 c 1.1002" 1."7"x1 _ 00 19'-2' is'-f0 i6'-2' 15'-7' 14'-5" 12'-5' 12'-2" 0'-11 9'-10" 8'-8' 7'-6'
LD » 1.27482 x71911 Pxy = 0.003312 in^4 •FFA .512 X311,7.201289 0.024 AL. SHALL BE AT LEAST 65% OF THE AREA BELOW 6'8" OF EACH WALL, MEASURED
EXTREME FEW' 0 1.0""9.2 1.71""8 EXPOSED Px 11.616954 in^4 " 5.512311,7.201289 4 IN. 2# FOAM FROM THE FLOOR.
DWG. #803 DWG. #804 c I.7I977 I.eee99 I Y = 20'-5 19'-10 i9'-2" 18' 16'-10 14'-8" 14'-5' 13'-6' 12'-4" 11'-2' 9'-8»
_--_----- sxmS FOR 00 _ 210 - _-" 0.030 AL. 5) CALCULATIONS INCLUDE A 33.3% INCREASE FOR WIND CONDITIONS.
PGT 8901 1.500
Maul A>ars �,A� EXPOSED 0.0.0.4 � rxx = 0.4 in 6 IN. 2# FOAM 6) FASTENERS IN CONTACT WITH ALUMINUM SHALL BE STAINLESS STEEL, GALVANIZED
&/A pMa7/MW an rx x' 21087 in 29' 28' 27'-6' 26' 24'-7" 19-7" 19' 18' 16'-6' 15' 13' STEEL, OR ZINC PLATED STEEL.
r 0.823209 in 0.030 AL.
_ - L 120 7 THE ADEQUACY OF THE DUSTING STRUCTURE TO WHiCH THESE PATIO SYSTEMS
MA1MEws of nMERrTe r0r a.2x797 ".17144 p�0�p yy
frr 1.432"9 1.27742 O '= 5.031336 in Q= / ARE ATTACHED SHALL 8E APPROVED BY OTHERS.
R,ays of c1NOTaw: Ax 1.05 zSaJ+ a "" 8 THESE CALCULATIONS AND TABLES ARE INTENDED AS MINIMUM GUIDELINES TO
rr 1Z=l 299170. p, 6 r. r Imax = 0.220090 in^4 )
DWG. #813 Number of component areas: 1000 osEO Imin = 0.065776 in^4 ___� 3 IN. 1# FOAMNORMAL AND PROPER INSTALLATION. ANY VARIANCES MUST BE REVIEWED BY A
EXTREME Fraae ° 247!51 20"9"4 �f_ 2100 14'-6" 13' 12'-2' 12' 10' 6'-8" 6'-1*
*************************** «" 0.019 AL. REGISTERED PROFESSIONAL ENGINEER.
DWG. #812 C 3.674"1 177271 - t✓^,�•s
------ sows FOR 1011 ----- Area = 0.272795 in^2 3 1N. 1# FOAM 15' 13'-4't3'-1' 12'-2' 71'-1' 8'-11' 8'-1"
MW AXES PRw A o _ 0.024 AL.
&/r) lW+/"wW _ -------- ��14117 --- Centroid - 9.192458, 7.376196 in
Number of component are 1000
--- SaIOS Far 1815 ---- --------- FM fere ----- - ,,: wwsww+wwwwwww«s«ww«««ww*wwwaS 3 IN. 2# FOAM CONSTANTS: VARIABLES:
MaL1E0s of 9IBRr1e as 0.0"77 0.040." --'- --- SOLM FOR leu ------ _ - 16'-7" 16' 15' 74' 12' f0'-1'9'-10" E
MAIN AXIS Wm0 AM W,N AXES PRIN AXES MMMN AA Pn Axis :+iw✓ - MODULUS OF EI,4S71CRY r- SPAN 1N FCYRINCHES.
0.84046 0.011708 t"/r) puR/MW) 0.030 AL.
�• 115"1 AIS �•AxEs [/r) (AMR/wM-+) �l»/r) (Mur/+�70 Ixx = 0.020361 in^4 Principal axes angle of rotation = 0000 of MAT£RWL.. r- 090!15.2 of crRAnoN
RAOMn OF GYRA7IaM: - 0.41419 1.12.71" l=/r) (WR/MxR) = 6 ;,, Area = 0.596581 in^2 # S = ULTIMATE COMPRESSIVE
MOMENTS OF nMERTM,: m 1.017 1.5151: Ix'x 14.871007 in-4 9.192458,7.37619 4 1N. 1 FOAM I =MOMENT 0.F INERTIA
yy 1.12= 0.41418 MOMENTS OF HWK Ew 0.0=7 maws MOMENTS OF NER7K b. M94M 1.370" 0.Y 1.07141 0.590"2 '�. - 18' 16'-7't5'-8' 14'-7' 13' 70'-6 10' 8'-5" 6'-4" 4'-2' 2'-1" p - UL77MATE UNIT LOAD
MOMENTS OF IAERM mr OAMW DANE& 1.010.2" 0."0"71 I 0.170174 in^4 9.9478667.376196 �' 0.024 AL. STRENGTH.
ExrR61E Fav, 0 1.410217 1.12"5° by ale°o1 0.!"001 br 0'0''12° °' RAtws ,,, 1.07528 1.290.98 Rous OF G1Ar11FE .� 1.12272 1.3 22 lYY' = 23.212474 in^4 9.192458,6.131604 "` 2.000 Centroid = 8.699478, 11.378232 in
C 0.0.7741 0.190.0. WANT OF OMT1EE a IM125 1.2212'1 R,DTUs OF GYR1110Ik ri 1.24406 a6MI » 1.12514 081172 yy 1.'4297 aims _ 9.9603667.363696 �� - 4 1N. 2# FOAM K= 0.5435 K - 0.0001
yy 0.49718 0.49718 r• Ixx = 0.356563 1n^4 Princi al axes an le of rotation = 0.000000 19'-11 19'-2' 18' 6'-f0 14'-5' f0"-1' 1'-f0 9' 6'-8' 4'-6' 2'-2' SLENDERNESS RAW = 30.6435 SLENDERNESS 84710 = 45,4948
ExrREME Fea, 0 1.e9w 1.711"0 ER117EME FIBRe o x.9!27 2.17310 EOREME RBB ° '•°4.701 Zama Jz = 0.190535 in^4 9.19245$8.14gJA4'� _ P g 0.030 AL.
C 2.196/0 ZAMI PGT 8900 Ix'x - 77.581732 in^4 8.699478,11.378232 p - 8712.51 P.S.I. p - 7921.77 P.S.I.
EXTREME FIBRE 0 1.24w 124478 c I.&UM x.71"73 c Z39W 2.59390 Jz = 38.083480 in^4 0.025000.;x'" 6 IN. 2 FOAM p 60.50 P.S.F. p = 55.01 P.S.F.
C 0.ea"zo 0.007.1 0.000 lyy = 0.392591 in^4 9.678203,11.378232 # 28'-6' 27'-s'26'-4" 24'-6" 21' 15' 74'-1' 12' 9' 6' 3'
Px -0.000567 in^4 9..5kYf627.376196 lyy = 45.558735 in^4 8.699478,12.356957 0.030 AL. L 36.000 iN. L 36.000 1N.
» y. _ :"5 - 9.703262,11.353173 MOMENT OF 1NER77A X-X 1.98407N. MOMENT OF INERTIA X-X 0.4061 JN4
2' ROOM Px = 18.496399 in^4 7016?7.376196 = Q = V 180 MOMENT OF INERTIA X-X 1.98.40 N.
MOMENT OF INERTIA X-X 0.3907 IM4
Y ,)�' Jz - 0.749154 in^4 8.699478,12.382016
rxx = 0.273202 in 2.1 Jz - 123.140467 in^4 0.050118 PGT 8900
RADIUS OF GYRATION X-X /.1748 RADIUS OF GYRATION X-X 0.6066
0.000000 RADIUS OF GYRA77ON Y-Y 1.1748 RADIUS OF GYRA170M Y-Y 0.7913
r = 0.7898205 in - 3 !N. i# EDAM
r r 9.224 Pxy = 0.032074 in-4 9.188840,11.378232 11'-6' fo'-5' 9'-8' e'-11' 7' 4' 3'-f0'
------
- - - saes FW ---_-----
rxx - 7.38332 n Px y = 59.084444 in^4 9.188840,11.378232 3 !N. 1# FOAM
Y Y 0.019 AL. SPAN x .125 S BE ��00 &AF9801
MAW AXES PROAL A43 Imax = 76 in^4 NOTES PGT 8901 0.024 AL HEIG HQGli7
rxx = 0.773096 in 12'-8' 12' 10'-2' 9'-7' 7'-2" 4'-2' 4'-1' {VERU (VERs
(a/r) 100'1/Awa Imin = 20359 in^4 rxx = 11.403681 in
-�/ MOMENTS of yMEmtr nw x179917 1179917 Number of cora onent areas: 1000 ryy, 0.811214 in PGT 6900 h PCT 6901 MUS'BE BOLTED 3 i0.. 2# FOAM 16' 14'-2' 13'-7' 12'-5' 11'-8» 9'-2' 9' 12.000 65.32 12.000 64.54
f R40s ----- --- wsww+Fswwwwwwwwwwwwwwwwww*ww 2.07Mwwwwwwwwwww*rwwwww www+www 1000 ryY 8.738787 in TOGETHER WITH '0 o MAX °F 6' 0.030 AL. 18.000 64.51 18.000 62.84
P Number of .omp nt:prea FROM EACH END 2.4'o.C.BOTH aoEs
4 IN. 1# EDAM 24.000 63.42 24.000 60.61
rr swas MR fe19 ------- w ax = 0.411364 in^4 16'-1' 14'-5'13'-10' 12'-T 11'-l0 9'-5' 9'-1' T-7" 5'-2' 2'-l0" 1'-2' 30.000 62.08 30.000 57.95
SamS FOR fele ------- Area - 0.566080 in^2 - 0.024 AL.
----- _ n = 0.337790 in^4
ET(TRFME Fsre C 14570.2 140790 AMAXES PRK Axis - ," Area 0.3.5822 In^2 36.000 60.50 36.000 55.01
["/r1 (MMM+/IM) d ' _ 4 /N. 2# FOAM 19-2 17' 15'-8' 4'-10 14' 9l-10'8'-10' 7'-7" 4'-10" 2l-1" 1'-1" 42.000 58.75 42.000 51.90
C 400 441 tlxN%r�' /tW MMR) Centroid = 20.371189, 13.074018 in
_--__- Sams FOR/027 -------- MOMexTs 0.F Norm ro 1.20"1 I2e8T MOMENTS OF MERnt bw OAMM 0.-7412 Centroid = '79.275344, 65.272325 in 0.030 AL.
by aeon 2M by 031517 0,51577 f Ixx = 0.517419 in^4 Princi of axe ' le of rotation = 0.000000 - 48.000 56.84 48.000 48.72
MAW u0. PRML AxEs 09011.2 of cyRATmnt xv Lanne x.0017" L 6 /N. 2# FOAM 54.000 54.82 54.000 45.55
l»/r) !MMR/Mx/0 RMAvs of 4T7MTTOk n 1.00.18 1.064" yy 0.mm a725Je Ixx = 97.256931 in 4 20.3 1189 4 18 Ixx = 0.049063 in^4 Princi al axes an le of rotation = 0.000000 -" 28' 24'-s" 23' 21'-6' 18'-6' 12'-6' 71' 9'-6' 6'-6' 3'-6" 1'-6'
» 0.7117 0.7167 • _ 0.030 AL.
I = 0.517419 in^4 22.0177 .074018 Ixx - 1519.891615 in^4 179.2 5344,65.27 325 60.000 52.73 60.000 42.47
MOMENTS OF 9MERiM: ba I&$"01 x".6"0.7 EXTREME FIR, 0 1.°04!7 1.00019 Yy,.
by 1.2177 32177 ExmEME Fara. 0 0.9120 0.0120 c 1.6230 1.627E6 ly y = 235.400370 in^4 20.37 - 14.720583 lyy,� = 0.320715 in^4 180.195010,65.272325 6 iN. 1# FOAM 66.000 50.60 66.000 39.51
C 1.45x0 1.4510 2 004,13.037768 I = 11407.779547 in^4 179.275344,66.191991 25' 21'-6' 20' 18' 15'-6' f0' 0-'71 9' 6' 2'-10" 1'-2"
090.15.2 of OttaTlont ,rR 20M9 Zo4e9 - Y Y $ X 1 2 TEK ®� EA. 0.030 AL. 72.000 48.45 72.000 36.71
)r 0."627 0•"177 Jz = 1.034837 in^4 71189,14.756833 1.000 - 180.210635,65.256700 # 78.000 46.32 78.000 34.09
EXIIHME FBM, 0 r.aw 1.41291 Jz' = 332.657301 in^4 .072500 Jz = 0.369778 in^4 179.275344,66.207616 2" POST & 6" O..C. = L/240 PER B.O.C.A. SEC. 1604.5.5 84.000 44.21 84.000 31.65
C 2.W.3 Ze97J - 0.000000 Jz' = 12927.671162 in^4 0.031250 P 8 Q O /BOTH SIDES AS SHOWN 90.000 42.16 90.000 29.38
Pxy _ -0.023451 in^4 21.194472,13.074018 - 0.000000
Px y = 150.742501 in^4 21.194472,13.074018 Pxy, = 0.012581 in-4 179.735177,65.272325 3 IN. 1# FOAM 9._8» 8'-t0' 8'-2' 7'-7' S'-11' 3'-5' 3'-5" 96.000 40.16 96.000 27.30
1.45CPxy = 4163.744371 in^4 179.735177,65.272325 0.019 AL. 102.000 38.23 102.000 25.38
rxx = 0.956053 in. - 3 /N. 1# FOAM " 108.000 36.38 108.000 23.62
quos Fal f"zo _____- ryy. = 0.956 546 rxx = 0.371330 in EE EXTRUSIO UM S 10-9 10'-2' 8'-8' 8'-2' 6'-1" 3'-5" 3'-5" 114.000 34.61 114.000 22.01
r 0.95605 rx x' = 65.356646 in 0.024 AL.
M,NAM PRN.A+ess YY. = PGT 8902 120.000 32.92 120.000 20.53
G/r) (wR/MtrO ryY = 20.39 in ryy,, = 0.949387 in 3 IN. 2# FOAM 13,_6' 12' 11'-1" 10'-6" 10' 7'-e' 7--6-
MOMENTS y = 179.053992 in 0.030 AL.
MOMMNrsoF9FFRrM: Ax '1205"4 "205"4 - _ PGT 8898 NOTES:
7.21394 1.213" Imax = 869 in^4 PGT 8 9 01
-------- Sams FOR H24 ------- Imin = 3968 in-4 Imax = 0.321296 in-4 4 IN. 1// FOAM 1 ALL READINGS TAKEN UNDER LOAD
__ R,a,Ia 0.F•41TM71At ,0.r •M/90 1.89190 13'-7` f2'-3" 11'-1' 10'-B" 9'-4" 8' 7'-7' 6'-5" 4,_4' 2'_5' 1•-O"
AVES 37 !!741110 0.74= Imin = 0.048482 in^4 NOTE: 0.024 AL. 2 UNIFORM LOAD PSF ( POUNDS PER SQ. FT. )
_ ___ M&/A (MR/+41x) ErnK E Ft41ff 0 1.00w 1,00721 1F EXT. #8900 d0 8901 ARE SCREWED 4 IN. 2 FOAM 3 ALL LENGTHS WERE A RESULT OF DIRECT TESTING
90ODS FOR 1112" MOMENTS OF#AR M' 015 49=03 4.0"20.7 C P.7147 2'773"4 I 1.450 -�I TOGETHER AS PER INSTRLUCTIONS 0.030 AL. 16'-3' 14'-4' 13'-4" 12'-7' 11'-9' 8'-4' 7'-6" 6'-0' 4'-2" 1'-7' 11' AT M.T.L. OR BY USING TEST DATA IN COMJUNC77ON
MAW Arps /A by 4°0401 4°04°1 OR WHEN EXT, #8902 IS; USED WiTH FINITE ELEMENT ANALYSIS CALCULATIONS.
RAORS°'`010'11x: '°' 1.51°"° 13t9ee AS CORNER POST. 6 IN. 2# FOAM 4 DATA TO BE USED FOR PGT PANELS ONLY
AxarMatrs of 9MERIM 90. 21.70.0.10. 2x.72310. yr I,•TAtM 1.77879L 23'-8' 20'-9' 19'-5' 18'-3" 15'-8" 10'-7" 9'-3' 8'-1" 5'-6" X-0" 1'-3" 5 FOAM ALSO REFERRED TO AS EPS
& "•71"79 0.7.7"!0 EXTRIW FOM' 0 zoom 2.00015 )J G 0.030 AL. 6 PANEL CONNECTION INCIDENTAL TO SPAN
AADW OF GM71M uY !2.32030 I23V c 248577 2.4115"9 # ROOM O 0 n/� 6 IN. 1# FOAM 21•_3' 18'-J' 17' 15'-3' 13'-2' 8'-5' 9'-3' 7'-6" 5'-i' 2'-4" 1'-0' 7 FOR GREATER SPANS, CONTACT PGT
EXTREME FIBRE 0 ZOOM 2.00002 DWG. 821 DWG. #822 DWG. #823 Iy I 0.030 AL.
C 3.49115 149115 / //' / » 1" DIA WAASHER W/SEALANT, ALL COMPOSITE PANELS CAN BE USED 1N ANY
6 2 ROOM BY VINYL TTECH, OF THE FOLLOWING: ROOF-WALLS-FLOOR.
48" x 4 5 8" E.P.S. & 6 5 8" E.P.S. WITH 2 15 32 O.S.B. LAMINATES
3 " ROOM 6 ;�,<t_� ROUT HALE IN 5 ON ROOF,P' / / O /
5 ___.'r:, INTERIOR SURFACE _
,. &FOAM OF PANEL 4 " 'tl
4 i_s: ECEP°XOR SNITCH #8 TEK SCREW s
12" C.C. "
#808 ;'
#808", r`r- ' 48" x 4 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH
EXISTING STRUCTURE _ Rour HOLE INEL
-_•'r. INTERIOR SURFACE -"=-_ f0 15 20 25 30 J5 40 45 50 55 60 65 70 75 80 85 90 95 TOO
y & FOAM OF PANEL = / P.S.F.P.S.F.P.S.F.P.S.F.P.S.F.P.S.F.P.S.F.P.SF.P.S.F.P.S.F.P.S.F.P.S.F.P.SF.P.S.F.P.SF.P.S.F.P.S.F.P.S.F.P.S.F.
#809 FOR BOX. #80 4 __- 4 L 240
ti RECEPT. OR SWITCH
6 4.625' 1# FOAM
_ 2'-6 2'-0 1'-6 1'-O 0'-8 0'-0 9'-6 9'-0 W-6
814 #814 3 ELECT.Box w/wI1tE L.( '_: 3 2 E4. 15 32 OSB
�'.• " M 12 S.M.S.
# TO INTMOR NTED 5 # 48" x 4 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH
-•'�~ 70 15 20 25 35 40 45 50 55 60 65 70 75 80 B5 90 95 100
FACE
#810 rr_-y_y y-ALU PANDER 4, -� DESIGNED TC] WITHSTAND UP TO 120 P.10 P.15 P.S.F.P.S.F.RIF'.P.S.F.P.S.F.P45 P50 P.S.F.P.S.F.P65 P.SF P.5 P80 P85 P.S.F.P95 P.S.F.
CHANNEL = L1360
LEFT SIDE .' '= RIGHT SIDE MPH 3-SEC., GUST WIND LOADS IN
ELECT. BOX W/WIRE �- ay_ a :;�= T E WA BOTH UPLIFTr AND LATERALLY. 4.625',2,f,FOAM 3'-s 2-s 2-0 1'-8 1-4 1'-0 0--6 0-o -lo 91-8 9'-6 9'-4 s'-o 8'-8 8'-6 8'-4 8•-o 7-o s-o
#812 CLAMPS, MOUNTED I ( 'r.•- E #812 3/4"DIAMOLE = ELECTRIC DETAIL 1 2 FJI. 32 OSB
LEFT SIDE WALL IN FOAM FROM # PLEASE SEE NOTES AND
TO INTERIOR '`;s`' WIRE »
SURFACE I ==
WIRE CHASE TO - FASCIA SECTION SPECIFICATIO)NS ABOVE. 48" x 6 5 8" E.P.S. WITH 2 15132 O.S.B. LAMINATES CLEAR SPAN LENGTH
#819 _:- ;:.1 Box FOR WIRE '►' = L/360
FLOOR RECEIVER 4 4 WALL SE TIONS NOT TO EXCEED PS.F P.SF. P.SF. P.S.F. P.20 1 25 1 SF P.SF 1 is P.,40
L.1360 P.SF P.SF P.s6F P.SF. P.S.F 70 P.S.F_ P.SF PSF P.SF. P.SF P.SF
#6 EK SCREW 0 54 x 96"
#81 3 :c ,�:`� CT. ELECTRIC HAS ONLY BEEN SUGGESTED To BL�ASTALUD AS PER DWG � �, 3 12" C.C. 6.625'21 FOAM
•:-,' ::Ntitti:x-%
WIREP. EIECTIRCAL WORK SHALL COMPLY HATH THE LATEST EDmaI 'IIA 2) 1/4" DIA. REDHEAD WEDGE ANCHORS 2 EA. 15 32 OS '-8 1'-11 i'-s 1'-2 0'-0 19'-9 19'-0 18'-2 rT-2 1s'-6 1s'-2 5=6 15'-1 14'-8 4'-z 1'-IO 2'-o fo'-6
FRAME FOR 3/4" DIA.HOLE Q #810 Pj RUN NAaaNAL EPCTPoCAI CODES AS HELI AS ALL LOCAL
IN FOAM FROM ELECTRIC _ WS-1432 ® 6'" C.C.
WARE CHASE TO WIRE /1811 4 ONLY TO BE USED FOR PG 4 (1) 316" TAPICON BTWN. COLUMNS. -
SWiNG DOORS. BOX FOR WIRE 7r
3/16" TAPCON;lS ® 24" C.C. ON SIDES -�-- _ _ _ __ - d
ELEC. #812 _N� OF ROOM AND 1 (2) AT COLUMNS. q» ~ - _�s !
#819 ELECTRIC HAS ONLY BEEN SUGGESTED TO BE INSTALLED AS PER DWG. MIN.DEPTH INT00 CONCRETE SLAB MUST BE 1.5" I _ •• - - - _ _ _ _ _ '•_ . _ a_ Typical U" Values Roof Systems
J�
WIRE ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION 0.F THE #816 _s"'•�� "✓iji 6 _- d_-- •_ - -•. - -• .- - A.
DECK TYPE /
#812 RUN NATIONAL ELECTRICAL CODES AS WELL AS ALL LOCAL CODES.
d : - ' _<-- 12'MIN, EPS OR
ONLY TO BE USED FOR PGT SCREEN ROOMS 3 4 4 5 3 4 4 5 3 4 4 5 3 4 4 3 _ ®__ ._® EPS COMPOSITE
2 ✓' 2 _ d C FACTOR
#817 �'. » - = 10 .05 .03
#816 #810 #812 #810 #820 #820 #810 #812 #810 #817 #12 S.M.S. 2" & 3 ROOM
f t2� METAL DECKS 090 .047 .029
DETAIL #2 ° o MIN. 2 EACH REBAR POURED GYPSUM (2 112) .077 .043 .028
X V cr _ °0 _- LIGHTWEIGHT CONCRETE .072 .042 .027
GUTTER SECTION ' " "e , , CDNCRETE SLAB MUST BE A MIN. OF 4" THICK, 2500 P.S.I. CONCRETE, WITH AN (2 112)
a FRAME FOR SLIDING 1 1 APPROVED VAPOR BARRIER, A MIN. OF 6" x 6" x # 10 WELDED WIRE MESH ON A STRUCTURAL CONCRETE (4) .087 .048 .029
GLASS DOORS. DETAIL #3 VLGETATiON FREE SOIL BASE, AND REMOVE AND REPLACE ALL DELETERIOUS MATERIAL WOOD (NOMINAL 1) .083 .045 .029
VNTH GRANULAR FILL COMPOSED OF 95% PROCTOR.
VERTICAL SECTION THRU NOTE: CALCULATIONS BASED ON ASHRAE HANDBOOK
D)NTiNUOUS FOOTING MUST BE AS SHOWN ABOVE OR AS REQUIRED BY LOCAL CODE. PROCEDURES AND ASSUME WINTER HEAT FLOW CONDITIONS.
SCREEN ROOM WALL DOTING SIZES ASSUME MIN. 2500 P.S.I. LOAD-BEARING VALUE OF SOIL
SECTION THRU 3" SCREEN ROOM SECTION THRU 2 SCREEN ROOM
NATE: ALL LOCAL, STATE, AND NATIONAL CODES MUST BE IN COMPLIANCE THERMAL EFFICIENCY EPS ROOF INSULATION
" 77 » Acl ustab Le Header Receiver,ver 3' , 4' , or 6' RooF Section THICKNESS R VALUE C FACTOR
2" 1& 3" ROOM 2 �' 3 /ROOM 2" 6.3 .12
�j 2.112- 10.4 .10
3 ,**' ROOM #8 x 3/4" HEX. ROOM SLOPE N❑TEI Caulk ALL Jo l i nts, Edges, & Fasteners 3" 12.5 .08
TEK SCREW W/WASHER AdJucstalo Le Wo. L L Rece I ve Ad,lustab Le Gutter 3.112" 14.6 .07
#8 x 3/4" HEX. 4" 16.6 .06
ADJUSTABLE
TEK SCREW W\WASHER ROOF Adjustable Fascia 5` 20.8 .05
12 0.C. .��WALL MOUNT PANELS 6" 6' 25.0 .04
Header Receiver
8" 33.2 .03
NOTE: VALUES BASED ON THERMAL CONDUCTIVITY
110 x 4' or #10 x 4 1 (k) OF 0.24 AT 40 F MEAN TEST TEMPERATURE
iex lid. w I th Neoprene W+ her FOR NOMINAL 1.0 PCF DENSITY EPS.
6 SMS Cap Nut 2 14' O.C.
APPROVED CAULKING MUST BE T
t ADJUSTABLE USED AS SEALANT BETWEEN
ROOF SILL EXTRUSION AND CONCRETE.
ROOF \ PANEL ADJUSTABLE RIDGE BEAM B'- o"
PANEL FASCIA � WALL HEADER ELEVATION ABOVE GRADE TO BE
EXISTING BUILDININ GDANCE CODES
N� LOCAL
GUTTER DETAIL B STRUCTURE ADJUSTABLE
DETAIL A GUTTER SECTION WALL HEADER
FASCIA SECTION 6 CONCRETE SLAB -
18, 2x X 12"#FOOTING W/(2)
1" DIA. WASHER WITH SEALANT, #5 CONTINUOUS
�- BY VINYL TECH, AND #10 S.M.S. OR LO REQUIRED
X 4" (4) PER PANEL AS SHOWN BY LOCAL CODE
ON ROOF PLANS. ° o ° ° ° ° ° ° 12" OR TO FROST LINE
e �
TYPICAL FRONT ELEVATION TYPICAL SIDE ELEVATION Subfra,r7e Receive
SCREEN ROOM WiTH ADJUSTABLE PiTCH SCREEN ROOM WITH RIDGE BEAM
' N _CLosure
6 u \0 3" ROOM
Q Ad,Justab Le Corner
#12 S.M.S.
ROOF PLAINS/ �
i #B x 3/4' Hex G'�
n DESIGNED TO WITHSTAND UP TO 120 Washer Hd. TEK Screw
B 12• 0.C.
MPH 3-SEC. GUST WIND LOADS IN n i "
Male Receiver C
ik
BOTH UPLIFT AND LATERALLY. I ( ( AlF
tl Female e Rece I ver m '�� :,. :;::,r� p
C4) #B X 3/4' Hex Washer Hol. TEK Screws,
PLEASE SEE NOTES AND I I IREF. #8 � SCREW 0 At each Male/Female Upright, Top and Bottom
SPECIFICATIONS ABOVE. I ( I I I I I I I 2.
REF. SPAN 12" C.C. , '0
REF. I I I REF.
V&
CHARTS. 3/15'ToaeLes OR Floor Receiver 1
-
(2) 1/4" DIA.REDHEAD WEDGE I I I I I SPAN I I SPAN I SPAN I I I 3/is"TAP-CONS 0,12' / t
C.C. FOR C.B.S. BLDG. #14 x 2' Tapcon (Concrete) or
ANCHORS WS-1432 0 6" C.C. 48"MAX. CHARTS. I I CHARTS. CHARTS. C.B.S.-CONCRETE BLOCK #10 x 2' Hex Washer Hd. Screw Ex I st I ng Deck or, Fou dat I on
(1) 3/16" TAPCON BTWN. COLUMNS. (SEE NOTE) I
� 3/16" TAPCONS ® 24" C.C. ON SIDES I � I I I I C I I I I I /STUCCO CONSTRUCTION. a 4• Fram ea. end e, 14' o.C. �yy
OF ROOM AND (2) AT COLUMNS. Ott ax. to Rowe 4' oral' en. end �n IIIC,14-5
12 max. rL'4' O.C. Into Wall Studs c/q /"M�
MIN. DEPTH INTO CONCRETE SLAB A - - - - - - - /
'> MUST BE 1.5" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Of * 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H- r- -- I _ � Revisions: Tolerances Unless Noted:
1 OVERHANG SECTION A-A Decimal.00: ±.01
Fractions:± 1164 THE INFORMATION, DESIGN OR DATA CONTAINED
NER/N IS THE IXCLUSIVE PROPERTY OF PGT
B 2•_ 6» 2'- 6"W/ABOVE y7 Decimal.000 ±005 INDUSTRIES AND CONSIDERED CONnDENTYIL
#12 S.M.S. -�_ SEE WIWI- � SPAN TYP. 2 ROOM Angular. ± 1' AND PROPRIETARY NO PORTION OF THIS
- � 12.. 1r rr
Series/Model: DOCUMB4T MAY BE USED OR REPRODUCED !N
o , c 00 .
- ° TYP. INSTALLATION PERMISSION OF POT INDUSTRIES.
ED
GUTTER FLAT TO WALL AT FRONT O GUTTER 2'-6" AT FRONT FASCIA FLAT ALONG ® FASCIA OVERHANG 2'-6" AT NatureScape
DETAIL C FASCIA FLAT TO WALL AT SIDES FASCIA FLAT AT SIDES FRONT AND SIDES. NOTE:
WHEN USING TOTAL ROOM FRONT AND 1'-6" EACH SIDE. Material: Description:
VERTICAL SECTION THRU (SEE DETAILS) PACKAGE MAXIMUM PANEL 2 " AND 3 ' NATURESCAPE ROOM INDUSTRIES
WIDTH IS 48". Revsd 8y: Dmte: Chkd By: Date:
L SCREEN ROOM WALL. L.T. 4/2/03 PGT NO: VENDOR NO: Scale: ESheel.:,, Drawing No. Rev: P.O. BOX 1529
n Drawn By: R.S. 00.1":318195 NTS VT 1692-NY- 120 NOKOMIS, FL 34274
i
I
1
i
SECTION 01001 STANDARDS
EXISTING STRUCTURE
ALL WORK SHALL BE DONE AND CARRIED ON /N ACCORDANCE WITH ALL
POLYSTYRENE „ , �- �-� GOVERNING (FEDERAL, COUNTY, TOWNSHIP, CITY, ETC.) AND ACCREDITED
/ 4 1/2 `� AUTHORITATIVE AGENCIES AS LISTED IN THE APPENDICES OF THE BUILDING
OR LUMBER CODE OF NEW YORK STATE.
6 112
SECTION 01002 - REQUIREMENTS
O.S.B. DECKING
1 A. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL
EXISTING CONDITIONS AT THE SITE OF THE WORK, PRIOR TO
POLYSTYRENE BEGINNING WORK AND SHALL BE RESPONSIBLE FOR THE SAME.
O.S.B. DECKING I /
\ �� - " �,- B. THE GENERAL CONTRACTOR /S TO NOTIFY ARCHITECT/ENGINEER
/
2x DOUBLE6 LUMBER /I / / - - - ; ;;- IMMEDIATELY IN WRITING /F EXISTING CONDITIONS INVALIDATE THE
DRAWINGS OR WHEN QUESTIONS ARISE REGARDING THE INTENT OF THE DRAWINGS.
THERMADECK PANEL
FIGURE A SIDE viEw ,
- -- _ ,`_; -; C. THE GENERAL CONTRACTOR IS TO SECURE ALL NECESSARY
- FIGURE B - TOP VIEW `" '� _ , - ;� - ' ' ' - PERMITS AND CERTIFICATES OF INSPECTION /N CONNECTION WITH
- ' THE WORK.
LUMBER :; - ; ', _ , - - - � >j D. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT THE
ARCHITECT/ENGINEER'S WRITTEN PERMISSION SHALL BE THE
12" LOCATION OF FIRST _ _
y RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THOSE
LUMB
THERMADECK PANEL ER <
SD DIRECTING HIM.
112" '- - - - - <
`, <
- - - - - - - - - - - - --_.—�� `
I' -
- - - - - - - - - -
// �Z� = =; ', ;; _ E. GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT/ENGINEER
FOUNDATION IMMEDIATELY, IN WRITING, WHEN REQUESTED, AND PRIOR TO
RUNNERS PERFORMING THE WORK OF ANY ERRORS OR OMISSIONS
2 x 10 �h r Nt / DOUBL 2 x 6 - - _ FOUND IN THE ARCHITECT'S/ENGINEER'S DOCUMENTS.
DOUBLE FOUNDATION // -�- -----`�} BOLTED TOx6 LUMBER -
�
2 x 6 RUNNERS / - ` F. PROVIDE ARCHITECT/ENGINEER WITH FIVE SETS OF SHOP
/ s- HOUSE. - 2 x 6 DRAWINGS OF ALL WORK FOR HIS CHECKING AND APPROVAL.
cD / / J WOOD JOINER
z POST THIS SUPPORT
MAY l FOUNDATION 1 x 6 G. ALL SUBCONTRACTORS SHALL GIVE A ONE (1) YEAR WRITTEN
L NECESSARY BE CHECK RUNNERS FASCIA BOARD 4 1/2 OR 6 1/2 GUARANTEE OF MATERIALS AND WORKMANSHIP FROM DATE OF
w LOAD CHART.I POST NOTE: THERMADECK PANEL SUBSTANTIAL COMPLETION.
I (� FOUNDATION RUNNERS 2 x 104 x E H. DELIVERY,
HANDLING AND STORAGE OF MATERIALS SHALL BE PER
MUST BE 1/2" BELOW FOUNDATION POST1 x 6 MANUFACTURER'S RECOMMENDATIONS.
THE LUMBER ON THE RUNNER FASCIA BOARD
- - - - - - - - - - -FROST LINE- - - - - - - � EXIST/NG STRUCTURE.
� r
J. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS BY WORKMEN WITH ADEQUATE TRAINING AND
FIGURE C - SIDE VIEW GROUND LEVEL
FIGURE D - FRONT VIEW EXPERIENCE WITH RESPECTIVE MATERIALS.
REFERENCE SPAN CHARTS ON
CARPENTRY
EXISTING EXISTING VT-1692-1 FOR PROPER A. BCI-VERSA-LAM SHALL BE MULT-LAYERED LAMINATED WOOD-
ROOF OVERHANG THICKNESS, DENSITY AND ALUM. THERMADECK FLOOR SYSTEM SOUTHERN PINE VENEERS WITH Fb=2800
SKIN THICKNESS. Psi AND E=2,000,000
48" x 3 518" E.P.S. & 6 5/8" E.P.S. WITH (2) 15/32 D.S.B. LAMINATES psi.
B. SIZE AND LOADING ARE SHOWN ON PLANS.
BEARING HT. C. DIMENSIONAL LUMBER SHOWN ON PLANS SHALL BE AS FOLLOWS:
STUDS: SPF #2 OR BETTER
JOISTS AND RAFTERS: SYP #2 OR BETTER
48 x 3 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH BEARING DOUBLE TOP PLATES: SYP #2 OR BETTER
10 15 20 25 30 35 40 45 50 55 60 65 7075 80 85 90 95 100
OTHER: HEM-FIR #2 OR BETTER
EXISTING ALUM. POSTS L1 = L/240 P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F.
HOUSE & SCREEN 7,-0„ 3.625 1# FOAM — — — — _ _ — — D. ALL JOISTS SHALL BE SIZED AND STAMPED GRADED AS SHOWN
2 E4."15/32 OSB 2'-s 2'-0 1'-s 1'-0 o'-s o'-o s'-s"9'-0"8'-s 8'-0 — ON PLANS.
E. GRADING-
48" x 3 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH LUMBER: WESTERN WOOD PRODUCTS ASSOCIATION
PLYWOOD/WOOD PANELS: AMERICAN PLYWOOD ASSOCIATION
FINISH FLOOR � = L/360 P.S.F. P.S.F. P.SO.F P S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F.
EA. 15
F. ALL LUMBER /N CONTACT WITH CONCRETE, MASONRY, AND
3.625" 5 FOAM/32 OSB 3'-s 2'-s 2'-0 1'-8 l'-a 1'-0 o'-s o'-09'-1019'-e'9'-6'9'-4'9'-0'8'-8' MORTAR SHALL BE PRESERVATIVE TREATED LUMBER
2
(WOLMANIZED.)
2"x4"x6" LG. 2'x10" S.P. �2"x4"x6"
G. ALL LUMBER AND PLYWOOD SHALL BE GRADE STAMPED.
4" CONC. NAIL CLEATS. 4"x6" HF4DER I 48" x 6 5 8" E.P.S. WITH 2 15132 O.S.B. LAMINATES CLEAR SPAN LENGTH
NAIL CLEAT w/ FRAMING LUMBER: S4S CONSTRUCTION GRADE
SLAB.
WOLM�� 1 6-30d NAILS 5'-6» 0 = L/360 P.S.F. 15 20 25 30 35 40 45 5o so s5 70 75 so 85 so ss too PLYWOOD: CD EXTERIOR GRADE DOUGLAS FIR, PLYSCORE
POST 48» — S. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F.
ON BOTH SIDES. 6.625" 2# FOAM DOUGLAS FIR, WOLMANIZED TREATED,
2'-8 21 -8 1'-6 1'-2 20'-0 19'-9 19'-0 18'-2 1T-2 16'-6 l6'-21151-6115'-1'14'-8'14'-2 POSTS: SOUTHERN PINE,"13'-10 12'-0'f0'—s' H.
f MAX. B.C. _ _ \� \ GRADE 2 EA. 15 32 OSSMOOTH ON ALL FOUR SIDES, Fb= 1200 psi MINIMUM. ALL
12" I I I I I I I I '�T\ \ �\ I I I I I / �\ POSTS SHALL HAVE TWO WOLMANIZED, 2x6x 10 CLEATS FASTENED
AT THE BOTTOM IN A MANNER AS TO PREVENT FROST HEAVING
I I I I I I I ► I I I I I I 3 -s
OR SETTING. PLACE 90# GRAVEL MIX UNDER POST.
CHECK WITH SPECIFIC J. POST HOLES: POST HOLES SHALL BE EXCAVATED TO SIZES AND
I I I I DEPTHS AS SHOWN ON THE PLANS.
BUILDING DEPARTMENT --,,.., �11., �11� r 11� �
11., �11� �11� �11�
FOR FOOTER REQUIREMENT
MIN. = 2.4 K L__J
SIDE ELEVATION
FRONT ELEVATION K. HANGERS AND CONNECTORS SHALL BE SIMPSON STRONG TILE
FLASHING OR EQUAL AS FOLLOWS UNLESS OTHERWISE NOTED.:
COLUMN BASE - "CB" SERIES
POST CAP - "PC" SERIES
BEAM EXTENSION REFERENCE SPAN CHARTS ON ��
EXISTING HANGERS FOR
TOCMATCHLUM . VT-1692-1 FOR PROPER E � VERSA LAM. BEAM. -"HHU"SERIES
FLASHINGTHICKNESS, DENSITY AND ALUM.
A SKIN THICKNESS. REFERENCE MANUFACTURER L. RAFTER SUPPORT BEAMS: ARE DOUBLE, ONE ON EACH SIDE OF
c VERSA LAM. -$EAM FOR POST WITH STUD BRACKETS. LUMBER GRADE TO BE 112 So.
jr- SPECIFIC:EOAD REQUIREMENT YELLOW PINE UNLESS SP
AND .5 PSN AND ATTACH TO SPECIFIED OTHERWISE ON PLANS.
FASTENER NAILS SHALL BE MINIMUM 30d x 0.177 HARDENED
7'-6»
o
WALL HT.
NEW REINF. CONC. SLAB
' ON COMPACTED FILL MATCH
' .e. 1
wit
EW T'G. FLOOR ELEV.
7
0
Nk• ,,
DOOR '' < xNFL
oco #5x 18" DOWEL@24 C.
V pry
P &
SCBE .,.
4x6 WOLM. ST
N CONCRETE SLAB BEYOND �y a'
N ` CODES I ( CHECK LOCAL / r� ��
CODES - z> ' 1 1�
F/NlSH FINISH
I FLOOR FLOOR 8"x CONC. POLE BUILDING
1
_ ;f CHECK OCAL
r z I I TRENCH FTG. FOOTINGS 12..
M. S
SCREENS CHECK LOCAL CHECK LOCALROUND BY4
A
CHECK LOCALI L_l ✓G,y � cn�, Fti_'o.:,
CODES CODES DEEP. -
M CONTAINED
CODES �- - - - �I II - - OLM. POST BEYOND.
c�0 `OFA:STC F
- - - - - - - - - - - - - - - - - - = - - - L - - - - - - - - - -
SECTION A—A
- - - - - - - - - - - - - - - - - - - - - - Revisions:
C) GENERAL NOTES REVISION Tolerances Unless Noted: THE INFORMATION, DESIGN OR DATA
o Fractions: f 1
NEW CONCRETE Decimal.00: t.01
� I POLE BUILDING NEW CONCRETE /s4
HER/N IS THE IXCtUShE PROPERTY OF PGT
_1���-FOOTINGS 12" TRENCH FTG. TRENCH FTG. D) SECT. 01001, REF. BCNYS Decimal.000 1005 INDUSTRIES AND CONSIDERED CONfTDENW
N ROUND BY 4" Angular. t 1' DOCUMENT MAY SE USED OR REPRODUCED IN
AND PROPRIETARY NO PORTION OF THIS
o
DEEPSeries/Model: ANY FORM WITHOUT THE IXPRESSED WRITTEN
` .
SIDE ELEVATION PERMISSION OF PGT INDUSTRIES
NotureScope
FRONT ELEVATION Materiol: Description:
INDUSTRIES
2 " AND 3" NATURESCAPE ROOM
Revsd By: Date: Chkd By: Date:
WDR 2/5/02 8C 2/6/02PGT NO: VENDOR NO: Scale: Sheet: rowing No. Rev: P.O. BOX 1529
c Drawn By: Date: DrawFL 34274
3
of R.S. 3/8/95 NTS 1 of 9 VT 1692-NY-2D D NOKOMIS,
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