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09-456-00183 -31 -89 REF- 22371 -1 ('1/ A J4 C% r-,\ /nl IT ROOF T KUJJ LF 1 I 2 -0 -0 N d W 0 0 N CORNER SET DETAIL (TYPICAL) SCALE: 3/ 16" 'JANGER'S LIST - (NOA) MARK: %TYPE: ENG. PAGE: NOA: [ 1 ] MSH -113 @ 45 6C FL- 822 REV./ 04 -20 -09 REV./ 6C FL- 822 - - - " REV./ ^ REV./ 6B FL - 818 [ 4 ] HUW2 utNERAL INFORMATION FL - 818 6D - READ ALL NOTES. TRUSSES WILL NOT BE ( 91 EHIUHi -3N „ear 03-0611-05 _ ^ MANI IFACT;Jkr*G WITHOUT APPROVAL OF THIS ^ - INTERIOR WALL OR PARTITION UNLESS " - - DRAWING. DESIGNED FOR SAME. +� GIRDERS. GIRDER PLIES SHOULD BE FIELD WARNING AND INSTRUCTIONS. THOSE � " 1a CONNECTED BY BUILDER AS SHOWN IN THE INSTALLING AND USING THESE COMPONENTS .� INDIVIDUAL ENGINEERING DESIGNS. MUST READ AND FOLLOW THE WARNINGS AND SPACING. TRUSS SPACING 24" O.C. UNLESS INSTRUCTIONS INCLUDED IN THE DELIVERY OTHERWISE NOTED ON LAYOUT. AND ENGINEERING PACKAGE. DO NOT INSTALL HANGERS. TRUSS MANUFACTURER WILL ONLY OR USE THESE COMPONENTS UNTIL THE FULL SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS DELIVERY PACKAGE IS RECEIVED AND ALL THE • -s CONNECTORS AS SHOWN IN THE ENGINEERING TRUSSES ARE VERIFIED FOR ACCURACY. REFER PACKAGE AND ONLY FOR SPANS OVER 12'. TO HIB -90 SUMMARY SHEET (TRUSS PLATE' r INSTITUTE RECOMENDATIONS) AND INDIVIDUAL D A. " �� � ®� � �' � THAN 12' IN SPAN AND WITH REACTIONS OF LESS THAN 600 POUNDS MUST BE SUPPLIED TRUSS DESIGNS FOR IMPORTANT INFORMATION NSULTING ENGINEERS 13Y BUILDER. ALL CONNECTIONS REQUIRING SPECIALLY MANUFACTURED HANGERS ARE TO REGARDING BRACING AND INSTALLATION BE SUPPLIED BY BUILDER. GUIDELINES. Ieen reviewed for conformanc tion In WUC& jM AND APPROVAL. ALL DIMENSIONS, THE ADVICE OF A PROFESSIONAL ENGINEER given contract docume tS.Q6AIQTMG� LOADING AND DETAILS ON THIS OR REGISTERED ARCHITECT MUST BE ensions quantities, safety prEWR{E}t @RyINDIVIDUALTRUSSDESIGNSMUST SOUGHT ON MATTERS RELATING TO BEARING and methods, sequence Of On�fW�Itg % AND APPROVED BY THE PROJECT CONTRACTOR DESIGN, ANCHORAGE, BRACING, INSTALLATION 'r trades and performance Of Sy torI�ppARCHI �C . NGINEERAND /OR B9F ?A9RICATION. BY ACCEPTING, AND USE OF COMPONENTS. DADE TRUSS Contractor. REVIEWING OR AUTHORIZING FOR FABRICATION COMPANY IS NOT RESPONSIBLE FOR THESE THE TRUSSES DESCRIBED IN THIS DRAWING, MATTERS. A PERMIT FROM THE BUILDING ❑ Rejecte THE BUYER OR BUYER'S REPRESENTATIVE DEPARTMENT IS REQUIRED TO INSTALL THESE ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. COMPONENTS. DO NOT INSTALL THESE ed ❑ Revise a id Re YA,,,4 PLACEMENT PLAN AND COMPONENTS UNTIL ONE IS OBTAINED. INDIVIDUAL TRUSS DESIGNS CONTRACTOR MUST ADHERE TO ALL BUILDING ^� (' ACCEPTED AND APPROVED. CODE REQUIREMENTS REGARDING THE Submittal No. Date INSTALLATION AND USE OF TRUSSES. BY: INSTALLATION AND USE. DO NOT CUT OR ALTER DATE: 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 PERSONS 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 4 STRUCTURAL SAFETY OF THOSE TRUSSES AND 4 TO NOTIFY THE BUILDING OFFICIALS. CD THIS IS A TRUSS PLACEMENT DRAWING ONLY In TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT PART OF THE 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 Ii. ENGINEERING DRAWINGS FOR ADDITIONAL - PEAC" Ir' acnUIRE_ -TO BE I!t STALLED_ -_�-- - - DURING ERECTION. REFER TO ARCHITECTURAL, DRAWINGS FOR BRACING REQUIRED TO RESIST WIND AND OTHER SPECIFIC LOADING CONDITIONS. PERSONS ERECTING TRUSSES ARE 6 CAUTIONED TO SEEK PROFESSIONAL ADVICE• y `* REGARDING ERECTION BRACING WHICH IS Id ALWAYS REQUIRED TO PREVENT TOPPLING AND t COLLAPSING DURING INSTALLATION. TRUSSES��� SHALL BE ERECTED AND FASTENED IN A r-,\ /nl IT ROOF T KUJJ LF 1 I 2 -0 -0 N d W 0 0 N CORNER SET DETAIL (TYPICAL) SCALE: 3/ 16" 'JANGER'S LIST - (NOA) MARK: %TYPE: ENG. PAGE: NOA: [ 1 ] MSH -113 @ 45 6C FL- 822 [ 31 MSH -122 6C FL- 822 ( 21 HUS2(! 6B FL - 818 [ 4 ] HUW2 6B FL - 818 6D FL - 815 ( 91 EHIUHi -3N 8 03-0611-05 I I NOTE: For h ger nailing pattern and capacity, see Hanger Schedul ( Eng. Page 6A and Hanger NOA. ) I SANTIAGO ALVAREZ RESIDENCE CUSTOMER SANTIAGO ALVAREZ DESIGN DATA: LOADING CRITERIA: FBC2004 ROOF LIVE: 30 PSF ROOF DEAD:25 PSF FLOOR LIVE:_ PSF FLOOR DEAD:_ PSF WIND LOADING CRITERIA:ASCE7 -02 WIND DESIGN VELOCITY: 146 MPH WIND DURATION FACTOR: 1.33 EXPOSURE: C CATEGORY: II DESIGN ELEVATION: 25'&.15' DEAD LOAD FOR UPLIFTJQ, LBS IMPORTANCE FACTOR: JA MODEL ALVAREZ RES. DATE MAR. 31� LOT BLOCK t° ' •i JOB ADDR. 7631 SW 59 AVE - MIAMI, FL ARCHITECT CESAR MOLINA & ASSOC. TRUSS DESIGNER OF RECORD: rmc � SALUA40R A JURADO P E �4-ET or o i• t . , STRAIGHT AND PLUMB POSITION. s zT �r • „ ` BEARINGS. ALL BEARINGS. BEARINGS DESIGNS, y DADE TRUSS COMPANY INC. BRACING AND ANCHORAGE, ARE RESPOSIBILITY _ DADE (305) 592 -8245 OF THE PROJECT DESIGNER. REFER TO BROWARD 462 -8688 INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND fT•��(y�y� I II 1'R� FAX 477 -8092 ; UPLIFTS. TRUSSES MAY NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. +� GIRDERS. GIRDER PLIES SHOULD BE FIELD CONNECTED BY BUILDER AS SHOWN IN THE INDIVIDUAL ENGINEERING DESIGNS. SPACING. TRUSS SPACING 24" O.C. UNLESS OTHERWISE NOTED ON LAYOUT. HANGERS. TRUSS MANUFACTURER WILL ONLY SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS kz x • -s CONNECTORS AS SHOWN IN THE ENGINEERING PACKAGE AND ONLY FOR SPANS OVER 12'. 44.. ALL HANGERS REQUIRED FOR TRUSSES OF LESS N D A. " �� � ®� � �' � THAN 12' IN SPAN AND WITH REACTIONS OF LESS THAN 600 POUNDS MUST BE SUPPLIED rr. NSULTING ENGINEERS 13Y BUILDER. ALL CONNECTIONS REQUIRING SPECIALLY MANUFACTURED HANGERS ARE TO BE SUPPLIED BY BUILDER. Ieen reviewed for conformanc tion In WUC& jM AND APPROVAL. ALL DIMENSIONS, given contract docume tS.Q6AIQTMG� LOADING AND DETAILS ON THIS ensions quantities, safety prEWR{E}t @RyINDIVIDUALTRUSSDESIGNSMUST and methods, sequence Of On�fW�Itg % AND APPROVED BY THE PROJECT CONTRACTOR 'r trades and performance Of Sy torI�ppARCHI �C . NGINEERAND /OR B9F ?A9RICATION. BY ACCEPTING, Contractor. REVIEWING OR AUTHORIZING FOR FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING, ❑ Rejecte THE BUYER OR BUYER'S REPRESENTATIVE ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. ed ❑ Revise a id Re YA,,,4 PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ^� (' ACCEPTED AND APPROVED. Submittal No. Date BY: DATE: SANTIAGO ALVAREZ RESIDENCE CUSTOMER SANTIAGO ALVAREZ DESIGN DATA: LOADING CRITERIA: FBC2004 ROOF LIVE: 30 PSF ROOF DEAD:25 PSF FLOOR LIVE:_ PSF FLOOR DEAD:_ PSF WIND LOADING CRITERIA:ASCE7 -02 WIND DESIGN VELOCITY: 146 MPH WIND DURATION FACTOR: 1.33 EXPOSURE: C CATEGORY: II DESIGN ELEVATION: 25'&.15' DEAD LOAD FOR UPLIFTJQ, LBS IMPORTANCE FACTOR: JA MODEL ALVAREZ RES. DATE MAR. 31� LOT BLOCK t° ' •i JOB ADDR. 7631 SW 59 AVE - MIAMI, FL ARCHITECT CESAR MOLINA & ASSOC. TRUSS DESIGNER OF RECORD: rmc � SALUA40R A JURADO P E �4-ET or o i• t . , �6 DADE TRUSS COMPANY INC. 6401 N.W. 74 AVE. MIAMI, FLA. 33166 _ DADE (305) 592 -8245 BROWARD 462 -8688 WATTS 1- 800 -356 -7842 fT•��(y�y� I II 1'R� FAX 477 -8092 ;