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Home My WebLink AboutDS_KHOV ASPIRE MODEL LEILA ELV _A LAYOUT GARAGE LEFT 9/9/2 1 REVISION DATES: GENERAL INFORMATION 34296-4-55 REV./ REV./ READ ALL NOTES. TRUSSES WILL NOT BE MANUFACTURED REV./ REV./ WITHOUT APPROVAL OF THIS DRAWING. ELEVATION-A WARNING AND INSTRUCTIONS: THOSE INSTALLING AND USING THESE COMPONENTS MUST READ AND FOLLOW THE 35-00-00 . WARNINGS AND INSTRUCTIONS INCLUDED IN THE DELIVERY AND ENGINEERING PACKAGE. DO NOT INSTALL OR USE THESE COMPONENTS UNTIL THE FULL DELIVERY PACKAGE d< -~, -, -r, -, ; IS RECEIVED AND ALL THE TRUSSES ARE.VERIFIED FOR U U U W w w w W W W W w w W W U U U ACCURACY. REFER TO BCSI SUMMARY SHEET (TRUSS PLATE INSTITUTE RECOMMENDATIONS) AND INDIVIDUAL TRUSS DESIGNS FOR IMPORTANT INFORMATION CJ1 CJ1 REGARDING BRACING AND INSTALLATION GUIDELINES. 0 2'-0" 1'- THE ADVICE OF A PROFESSIONAL ENGINEER OR o CJ3 CJ3 REGISTERED ARCHITECT MUST BE SOUGHT ON MATTERS RELATING TO BEARING DESIGN, ANCHORAGE, BRACING, O INSTALLATION AND USE OF COMPONENTS. DADE TRUSS ti COMPANY IS NOT RESPONSIBLE FOR THESE MATTERS. A CJ5 CJ5 PLUMB CUT OVERHANG PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED TO L__LL�LLL 7 HEEL HEIGHT= 4-1/16" _ INSTALL THESE COMPONENTS. DO NOT INSTALL THESE TOP = 2X4 MIN 12 COMPONENTS UNTIL ONE IS OBTAINED. CONTRACTOR MUST E E BOTTOM =2X4 MIN 5 ADHERE TO ALL BUILDING CODE REQUIREMENTS o REGARDING THE INSTALLATION AND USE OF TRUSSES. T 19 INSTALLATION AND USE: DO NOT CUT OR ALTER TRUSSES. DO NOT INSTALL OR USE DAMAGED TRUSSES AND REPORT T18 �'_p" ANY DAMAGED TRUSSES TO FABRICATOR. PROPER OVERHANG INSTALLATION AND USE OF THESE COMPONENTS IS THE SOLE RESPONSIBILITY OF THOSE PERSON INSTALLING AND o T17 TRUSS END DETAIL USING THESE COMPONENTS. DADE TRUSS COMPANY, INC. o IS NOT RESPONSIBLE FOR THE LIABILITIES THAT MAY o T16 RESULT FROM FIELD STORAGE, MISUSE, OR IMPROPER INSTALLATION OF THESE COMPONENTS WHICH MAY RESULT CORNER SET DETAIL IN FAILURES, BODILY INJURY, LOSS OF PROPERTY, AND/OR T14 LIFE. TRUSSES MUST BE INSTALLED BY CONTRACTORS OVERHANG WITH SUFFICIENT EXPERIENCE IN TRUSS INSTALLATION AND HANDLING. T15 ERECTION SUPERVISION IS REQUIRED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT FOR TRUSSES T15 OVER 40 FEET IN LENGTH. NO ALTERATION OF THE TRUSSES IS ALLOWED WITHOUT PREVIOUS APPROVAL OF 1 . ALL DIMENSIONS AND DETAILS MUST BE CHECKED AND TRUSSES MANUFACTURER. ANY UNAUTHORIZED 5 VERIFIED BEFORE FABRICATION BEGINS. ALTERATION, REPAIR, OR MODIFICATION OF THE TRUSSES 1-1 -08 WILL CAUSE DADE TRUSS COMPANY TO RELINQUISH RESPONSIBILITY FOR THE STRUCTURAL SAFETY OF THOSE 2. BUILDER MUST ADVISE TRUSS CO. OF ALL FIELD TRUSSES AND TO NOTIFY BUILDING OFFICIALS. THIS IS A CONDITIONS BY CHECKING AND REVISING TRUSS LAYOUT. TRUSS PLACEMENT DRAWING ONLY. TRUSSES SHOWN ON T15 o THIS PLAN ARE A COMPONENT PART OF A.STRUCTURE. o THIS PLAN IDENTIFIES TRUSS LOCATION, INSTALLER MUST o REFER TO INDIVIDUAL ENGINEERING DRAWINGS FOR 0 3. ALL TRUSS TO WALL CONNECTION BY BLDR. PROPER IDENTIFICATION OF TRUSSES. T15 co LO BRACING: ERECTION AND PERMANENT BRACING WHICH IS T15 ALWAYS REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTOR NOT THE TRUSS FABRICATOR. REFER TO INDIVIDUAL TRUSS DESIGNS AND ARCHITECTURAL OR T15 ENGINEERING DRAWINGS FOR ADDITIONAL BRACING REQUIRED TO BE INSTALLED DURING ERECTION. REFER TO ARCHITECTURAL DRAWINGS FOR BRACING REQUIRED TO T15 RESIST WIND AND OTHER SPECIFIC LOADING CONDITIONS. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING T15 WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND 14- 4-00 3-08-00 17-00-00 COLLAPSING DURING INSTALLATION. TRUSSES SHALL BE T14A ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION. 24" to clg. ' BEARINGS: ALL BEARINGS, BEARING DESIGNS, BRACING, T13 - - -- AND ANCHORAGE, ARE RESPONSIBILITY OF THE PROJECT DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR 0o T12 REACTIONS AND UPLIFTS. TRUSSES MAY NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR THE 0 0 SAME. M T11 GIRDERS: GIRDER PLIES SHOULD BE FIELD CONNECTED BY BUILDER AS SHOWN ON THE INDIVIDUAL ENGINEERING T10 DESIGNS. SPACING: TRUSS SPACING 24" OC UNLESS OTHERWISE T09 NOTED ON LAYOUT. HANGERS: TRUSS MANUFACTURER WILL ONLY SUPPLY T08 STANDARD LIGHT GAUGE TRUSS TO TRUSS CONNECTORS 04 AS SHOWN IN THE ENGINEERING PACKAGE AND ONLY FOR SPANS OVER 12'. ALL HANGERS REQUIRED FOR TRUSSES T07 CJ3 o OF LESS THAN 12' IN SPAN AND WITH REACTIONS OF LESS 0o THAN 600 LBS MUST BE SUPPLIED BY BUILDER. ALL CONNECTIONS REQUIRING SPECIALLY MANUFACTURED T06 CJ1 HANGERS ARE TO BE SUPPLIED BY BUILDER. T05 ACCEPTANCE AND APPROVAL: ALL DIMENSIONS, QUANTITIES, LOADING, AND DETAILSco ON THIS PLAN AND ON U U V61 INDIVIDUAL TRUSS DESIGNS MUST BE REVIEWED AND T04 APPROVED BY THE PROJECT ARCHITECT, ENGINEER, AND/OR CONTRACTOR BEFORE FABRICATION. BY ACCEPTING, REVIEWING OR AUTHORIZING FOR PI: E o FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING, A o THE BUYER OR BUYER'S REPRESENTATIVE ACCEPTS ALL 0 0 00 CONDITIONS DESCRIBED HEREIN. E E > > A CJ5 N Digitally signed by Salvador cv o Jurado alvado DN:c=US,st=Florida, l=Miami, TRUSS PLACEMENT PLAN AND INDIVIDUAL C) So CJ5 J5A o CJ3 o=Components Management TRUSS DESIGNS ACCEPTED AND APPROVED. p ti Systems Inc,ou=President, By: o CJ3 J3A cn=Salvador Jurado, Date: LLI CJ1 r JuradoDate:email=sjurado@bcg.bz 2021.10.21 16:06:42 Client: K HOVNANIAN HOMES CJ1 2-0 -00 -04'00' Job Name: ASPIRE AT WATERSTONE J 1 Model: LELIA (GARAGE LEFT) Date: 9/9/21 Lot #: Block: M LO ti ti u') M f ,. DESIGN DATA COMPONENTS MANAGEMENT SYSTEMS, Job Addr: ARMINA PLACE FT. PIERCE, FL CERTIFICATE OF AUTHORIZATION U U U w w w U U 6401 NW 74 AVENUE MIAMI,FL 33166 Architect: 305-692-8245 LOADING CRITERIA: FRC2020/TP12014 SALVADOR A.JURADO PE, FLORIDA REGISTRATION AV 1 8-08-00 11-08-00 4-08-00 ROOF LIVE: 20 PSF ROOF DEAD: 17 PSF #19939 t FLOOR LIVE: PSF FLOOR ,��tN111{II11/III/�� L DEAD: CRITERIA: ASCE 71. PSF 6 WIND `,`��i©�� • JUAAO��i,/'i P ',tNSF '7 WIND DESIGN VELOCITY: 165 MPH co . w A =(2)HUS26 WIND DURATION FACTOR:1.60 19g39 DADE TRUSS COMPANY E =(5)THJU26 EXPOSURE: B CATEGORY:II *: S��F •:�` 6401 NW 74 AVE / MIAMI, FL 33166 DESIGN ELEVATION:16'-0" A'. `�� w�1`� DADE (305) 592-8245 F DEAD LOAD FOR UPLIFT:10 PSF ��jQ�' •.w� k •• � �� BROWARD (305) 462-8688 „ — ' IMPORTANCE FACTOR:1.00 �r�iiS';O N A �t��`` /� WATTS 1-800-356-7842 ROOF TRUSS LAYOUT SCALE 1/4 - 1 -0„ 6 FAX (305) 477-8092 TB