HomeMy WebLinkAboutREVISIONI$] y ails) D17Rywi]`►Il A
DATE FILED: �� 1 0 ,SGANNED
REVISION FEE:By
LuciP l i®untk
LOCATION/SITE
ADDRESS:
PERMIT # I To 4-
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34082-5652
(772) 462-1553 J i I L 0 2 2018
APPLICATION FOR BUILDING PERMIT REVISIONS T ����� county, Permitting
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. ST. LUCIE CO CERT. #:
BUSINESS NAME: SO\cuc g s
QUALIFIERS NAME:J:�'>.`_��K 7��1
ADDRESS:��-
CITY: F+ (p j P,ccQ STATE: �L ZIP: 3c{ qg 24
PHONE (DAYTIME):-l—IQ- b�o3 FAX: =I1n-
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
ZIP:
FA _
ZIP:
FAX:
REVISlu"N
SUNSTAR COLLECTOR GENERAL NOTES:
1. APPLICABLE CODE: 2017 FLORIDA RESIDENTIAL CODE (6TH EDITION) & ASCE-7-10 MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING CODE
(6TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
(SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT.
4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC.
AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC.
5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6. THIS SHEET -REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO SUNSTAR INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS,
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL SUNSTAR COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING.
9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES.
10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2017 FLORIDA
RFSTnFNTTAI CnDF (6TH EDITION) OR LOCAL GOVERNING CODE.
ULTIMATE
-Vasa WIND
V.,a WIND
Vie WIND
QUANTITY OF LAG
EMBEDMENT
WIND SPEED
PRESSURES
PRESSURES
PRESSURES
BOLTS - CLAMPS
DEPTH REQ.
Vwc (MPH)
ZONE 1(PSF)
ZONE 2 (PSF)
ZONE 3* (PSF)
PER COLLECTOR
110-160
22.4 , -35.4
22.4 , -61.7
22.4 , -91.3 *
(4) 4" DTA. - (4) CLAMPS
2" **
161-175
26.9 , -42.7
26.9 , -74.3
26.9 , -109.9
1 (4) 4' DIA. - (4) CLAMPS
T' **
- PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES,
RESPECTIVELY.
- SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH
EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES'.' AND 2017 F.B.0 (6TH ED).
EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR STR-50.
MINIMUM V w WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING
THICKNESS.
*-INSTALLATION OF COLLECTORS MUST BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL..
RECEIVED
JUL 02 2018
- ---ST. Lucie County, Permitting b
rn IAIr' An — A— rt AATAITk Al IAA\ 7vn TVn rl IAIr-rAn rl AAAn DCCM -m C/`umi II C
TYPICAL MULTIPLE COLLECTOR ARRAY PLAN
SCALE: 4'=1' 0"
4' DIA. STEEL LAG BOLT - SEE SCHEDULE FOR
EMBED. DEPTH REQ. TYP. EACH TOP CLAMP
SUNSTAR TOP CLAMP_2'-0-O.C. TYP - - - .
SUNSTAR COLLECTOR RISER SYSTEM
TYP.
Q _ _ _ _ Z 3 SUNSTAR BOTTOM CLAMP -
_ 2'-0" O.C. TYP.-
I GABLE END BUILDING HIP END BUILDING ROOF 41; 0I'TY .
ROOF WIND AREA ZONES WIND AREA ZONES
ROOF ASPHALT
OR METAL
SHINGLES TYP.
I i /
TYPICAL COLLECTOR PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
SCALE: NONE
4'-0" TYP.
END CAP q" DIA. STEEL LAG BOLT - SEE
TYP SCHEDULE FOR EMBED. DEPTH
REQ. TYP. EACH TOP MOUNT CLAMP
SUNSTAR TOP CLAMP 2'-0"
O.C. TYP.
SUNSTAR COLLECTOR
RISER SYSTEM TYP.
UNSTAR
;OLLECTOR
YP.
INSTAR CLAMP
MINIMUM)
'P.
SUNSTAR BOTTOM
CLAMP 2'-0" O.C.
TYP.
V WOOD
SHEATHING
TYP.
ROOF ASPHALT OR
METAL SHINGLES
TYP.
WOOD ROOF TRUSS TYP.
4" DIA. STEEL LAG
BOLT - SEE SCHEDULE
FOR EMBED. DEPTH REQ.
TYP. EACH BOTTOM CLAMP
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
TYP TOP - BOTTOM ASPHALT - METAL
SHINGLE CONNECTION DETAIL 3
SCALE: 1"=1'-0" SR-4.0
41 DIA STEEL ALL-THRD ROD
W/ NUT - WASHERS MAX. 3'-0"
O.C.-LOCTITE ALL NUTS TYP.
ALL CONNECTIONS-- - _ _ - -
- SUNSTAR TOP CLAMP 2'-0" O.C. TYP. -
SUNSTAR COLLECTOR RISER
SYSTEM TYP.
SUNSTAR BOTTOM CLAMP
2-O" O.C. TYP.
WOOD SHEATHING TYP.
WOOD ROOF TRUSS TYP.
4' DIA. STEEL LAG BOLT - SEE SCHEDULE
FOR EMBED. DEPTH REQ. TYP. EACH
BOTTOM CLAMP
S.Y.P. 2X4 LOCATE BETWEEN TRUSSES AND
NAIL WITH 2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
OPTIONAL WOOD SPANNER OPTION CONNECTION
DETAIL
WOOD SHEATHING
TYP.
ROOF -ASPHALT OR
METAL SHINGLES TYP
ROOF TRUSS TYP.
4' DIA STEEL ALL-THRD ROD J 2X PT S.Y.P. WOOD
W/ NUT WASHERS MAX. 3' 0" OR ALUMINUM
O.C.-LOCTITE ALL NUTS TYP. ALONGUNISTCO LE T.
ALL CONNECTIONS ALONG COLLECTOR
LIMITED SPACE OPTION FOR UNALIGNED TRUSS
OPTIONAL ALL THREAD CONNECTION DETAIL
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DATE 6-25-18
DRAWN BY: I ]AT
CHKD BY: ]AT
REC. NO. # 29127
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