HomeMy WebLinkAboutWaterstone 3 - Truss Layout8/25/21
EMERALD
REVISION DATES:
REV./ REV./
REV./ REV./
ENERALIN
READ ALL NOTES. TRUSSES WILL NOT BE MANUFACTURED
WITHOUT APPROVAL OF THIS DRAWING.
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ROOF TRUSS LAYOUT
NOT TO SCALE
PLUMB CUT OVERHANG
HEEL HEIGHT= 4-1/16"
TOP = 2X4 MIN 12
BOTTOM = 2X4 MIN 5
1'-0"
OVERHANG
TRUSS END DETAIL
CORNER SET DETAIL
OVERHANG
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18-08-00
5-04-00
11-00-00
1. ALL DIMENSIONS AND DETAILS MUST BE CHECKED AND
VERIFIED BEFORE FABRICATION BEGINS.
2. BUILDER MUST ADVISE TRUSS CO. OF ALL FIELD
CONDITIONS BY CHECKING AND REVISING TRUSS LAYOUT.
3. ALL TRUSS TO WALL CONNECTION BY BLDR.
DESIGN DATA
LOADING CRITERIA: FRC2020 ! TP12014
ROOF LIVE: 20 PSF ROOF DEAD: 17 PSF
FLOOR LIVE: PSF FLOOR DEAD: PSF
WIND LOADING CRITERIA: ASCE 7-16
WIND DESIGN VELOCITY: 165 MPH
WIND DURATION FACTOR: 1.60
EXPOSURE: B CATEGORY: II
DESIGN ELEVATION: Varies
DEAD LOAD FOR UPLIFT: 10 PSF
IMPORTANCE FACTOR: 1.00
S a I va d Digitally signed by
Salvador Jurado
DN: c=US, st=Florida,
1=Miami, o=Components
O r Management Systems
Inc, ou=President,
cn=Salvador Jurado,
Jurado D27p e:202o25 bz
COMPONENTS MANAGEMENT SYSTEMS, INC.
CERTIFICATE OF AUTHORIZATION # 30680
6401 NW 74 AVENUE MIAMI, FL 33166
306-692-8245
SALVADOR A. JURADO PE, FLORIDA REGISTRATION
# 19939
.�Q. •••���ENSF ' • v
No.19939
-o•'• STATE OF
' �O•' '�CORiQ�' '•�
i
WARNING AND INSTRUCTIONS: THOSE INSTALLING AND
USING THESE COMPONENTS MUST READ AND FOLLOW THE
WARNINGS AND INSTRUCTIONS INCLUDED IN THE DELIVERY
AND ENGINEERING PACKAGE. DO NOT INSTALL OR USE
THESE COMPONENTS UNTIL THE FULL DELIVERY PACKAGE
IS RECEIVED AND ALL THE TRUSSES ARE VERIFIED FOR
ACCURACY. REFER TO BCSI SUMMARY SHEET (TRUSS
PLATE INSTITUTE RECOMMENDATIONS) AND INDIVIDUAL
TRUSS DESIGNS FOR IMPORTANT INFORMATION
REGARDING BRACING AND INSTALLATION GUIDELINES.
THE ADVICE OF A PROFESSIONAL ENGINEER OR
REGISTERED ARCHITECT MUST BE SOUGHT ON MATTERS
RELATING TO BEARING DESIGN, ANCHORAGE, BRACING,
INSTALLATION AND USE OF COMPONENTS. DADE TRUSS
COMPANY IS NOT RESPONSIBLE FOR THESE MATTERS. A -
PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED TO
INSTALL THESE COMPONENTS. DO NOT INSTALL THESE
COMPONENTS UNTIL ONE IS OBTAINED. CONTRACTOR MUST
ADHERE TO ALL BUILDING CODE REQUIREMENTS
REGARDING THE INSTALLATION AND USE OF TRUSSES.
INSTALLATION AND USE: DO NOT CUT OR ALTER TRUSSES.
DO NOT INSTALL OR USE DAMAGED TRUSSES AND REPORT
ANY DAMAGED TRUSSES TO FABRICATOR. PROPER
INSTALLATION AND USE OF THESE COMPONENTS IS THE
SOLE RESPONSIBILITY OF THOSE PERSON INSTALLING AND
USING THESE COMPONENTS. DADE TRUSS COMPANY, INC.
IS NOT RESPONSIBLE FOR THE LIABILITIES THAT MAY
RESULT FROM FIELD STORAGE, MISUSE, OR IMPROPER
INSTALLATION OF THESE COMPONENTS WHICH MAY RESULT
IN FAILURES, BODILY INJURY, LOSS OF PROPERTY, AND/OR
LIFE. TRUSSES MUST BE INSTALLED BY CONTRACTORS
WITH SUFFICIENT EXPERIENCE IN TRUSS INSTALLATION AND
HANDLING.
ERECTION SUPERVISION IS REQUIRED BY A PROFESSIONAL
ENGINEER OR REGISTERED ARCHITECT FOR TRUSSES
OVER 40 FEET IN LENGTH. NO ALTERATION OF THE
TRUSSES IS ALLOWED WITHOUT PREVIOUS APPROVAL OF
TRUSSES MANUFACTURER. ANY UNAUTHORIZED
ALTERATION, REPAIR, OR MODIFICATION OF THE TRUSSES
WILL CAUSE DADE TRUSS COMPANY TO RELINQUISH
RESPONSIBILITY FOR THE STRUCTURAL SAFETY OF THOSE
TRUSSES AND TO NOTIFY BUILDING OFFICIALS. THIS IS A
TRUSS PLACEMENT DRAWING ONLY. TRUSSES SHOWN ON
THIS PLAN ARE A COMPONENT PART OF A STRUCTURE.
THIS PLAN IDENTIFIES TRUSS LOCATION, INSTALLER MUST
REFER TO INDIVIDUAL ENGINEERING DRAWINGS FOR
PROPER IDENTIFICATION OF TRUSSES.
BRACING: ERECTION AND PERMANENT BRACING WHICH IS
ALWAYS REQUIRED ARE THE RESPONSIBILITY OF THE
CONTRACTOR NOT THE TRUSS FABRICATOR. REFER TO
INDIVIDUAL TRUSS DESIGNS AND ARCHITECTURAL OR
ENGINEERING DRAWINGS FOR ADDITIONAL BRACING
REQUIRED TO BE INSTALLED DURING ERECTION. REFER TO
ARCHITECTURAL DRAWINGS FOR BRACING REQUIRED TO
RESIST WIND AND OTHER SPECIFIC LOADING CONDITIONS.
PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL ADVICE REGARDING ERECTION BRACING
WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING INSTALLATION. TRUSSES SHALL BE
ERECTED AND FASTENED IN A STRAIGHT AND PLUMB
POSITION.
BEARINGS: ALL BEARINGS, BEARING DESIGNS, BRACING,
AND ANCHORAGE, ARE RESPONSIBILITY OF THE PROJECT
DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR
REACTIONS AND UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR THE
SAME.
GIRDERS: GIRDER PLIES SHOULD BE FIELD CONNECTED BY
BUILDER AS SHOWN ON THE INDIVIDUAL ENGINEERING
DESIGNS.
SPACING: TRUSS SPACING 24" OC UNLESS OTHERWISE
NOTED ON LAYOUT.
HANGERS: TRUSS MANUFACTURER WILL ONLY SUPPLY
STANDARD LIGHT GAUGE TRUSS TO TRUSS CONNECTORS
AS SHOWN IN THE ENGINEERING PACKAGE AND ONLY FOR
SPANS OVER 12'. ALL HANGERS REQUIRED .FOR TRUSSES
OF LESS THAN 12' IN SPAN AND WITH REACTIONS OF LESS
THAN 600 LBS MUST BE SUPPLIED BY BUILDER. ALL
CONNECTIONS REQUIRING SPECIALLY MANUFACTURED
HANGERS ARE TO BE SUPPLIED BY BUILDER.
ACCEPTANCE AND APPROVAL: ALL DIMENSIONS,
QUANTITIES, LOADING, AND DETAILS ON THIS PLAN AND ON
INDIVIDUAL TRUSS DESIGNS MUST BE REVIEWED AND
APPROVED BY THE PROJECT ARCHITECT; ENGINEER,
AND/OR CONTRACTOR BEFORE FABRICATION. BY
ACCEPTING, REVIEWING OR AUTHORIZING FOR
FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING,
THE BUYER OR BUYER'S REPRESENTATIVE ACCEPTS ALL
CONDITIONS DESCRIBED HEREIN.
TRUSS PLACEMENT PLAN AND INDIVIDUAL
TRUSS DESIGNS ACCEPTED AND APPROVED.
By:
Date:
Client: K HOVNANIAN HOMES
Job Name: ASPIRE AT WATERSTONE
Model: EMERALD (GARAGE LEFT) Date: 8/25/21
Lot #: Block:
Job Addr: 5226 ARMINA PLACE FT. PIERCE, FL
Architect:
OIL
UAUL 1 KU55 WMI'ANY
6401 NW 74 AVE / MIAMI, FL 33166
DADE (305) 692-8245
;( BROWARD (305) 462-8688
WATTS 1-800-356-7842
FAX (305) 477-8092
W.