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13-1161-0019 -38 -13 57-4-0 3 -0-0 REF: 29259 -. Ln CD 3 -0-0 OVERHANG FOR O OVERHANG FOR REU RAFTERS (BY BL R R) R RAFTERS (BY BL R R) 39 -2-0 12 -2-0 6 -0-0 A Q I _ Q 3" X 8" WD RAFTERS i o o o CO ( (FRAMING BY BLDR) ' 3" X 8" WD RAFTERS o o m 4 u um ( (SEE STRUCTURAL DWGS- I (FRAMING BY BLDR) Q Q U U-� �, F FOR CONNECTION DETAILS (SEE STRUCTURAL DWGS- Q v, 0 ) i FOR CONNECTION DETAILS) c coy 0 od j j i i I I i ! j j j j t i J1 t t i I I ` ` I I V V. TOB , + +23' -11 "j j t I j j i i t i i Q Q 3 3" X 8" WD RAFTERS t i i (FRAMING BY BLDR) q q } i to t to t to o o W s i � sc m r o r r r i i Q Q t J3 G' i i t t I I' - I i i L j j ; I"""" F J5 R LCO ------------ - RAKE BEAM (BY BLDR) ! ! -- - ------------------------ - - - - -- --- ----------------------- - - - - -- - ------------------------ - -------- - - - - -- - . it 2.OK . . I (, a y HB V VF I t m 3:17u F FLAT CLG +23'-11" O w o r n I U_ m 9 z _ H10 . . ___ m m J z I _____________________________________ _______________________ ________ H t= � PITCH = 4112 ;, c c Z Q CO Q: z _ +_ c Z U N N N --- - ____.._____H12 + cq O OF = =u� m i i N H H14 > > N N " j j ----------------------------------------------------------------------------------------------- - - - - -- ----------------------- •-------- - - - - -- -ur ------------------------------------------------------------------------- - - - - -- ------------------------------------------ H HIS ----------------------------------------------------- -- -------------------- --------------------------------------- -------------- --------------------- -------------------------------------------------------------------------------------------------------- - 6 -0-0 HIS -------------------------------------------------- --- ------ ------ ---------- ------ -------------------------------------- -------------- -- --------------- --- --- - ---------------------------------------------------------------------------- -- ----- ---------------- ----- - -- ------------------- ---------- ------------- -- - - ---- - PITCH = 4112 RAKE BEAM (BY BLDR) H2O 7 7 FLAT CLG @ +23'-11" 9 9 H22 t to q------------------------------------------------------ - 2 -0-0 ------- ------- ---- --- ---- ------ -------- - -- ---------------------------- -- -- --------- --- ------ - - - - -- ------- ------------- ---------- - --_-__-____ _-------------- ---- -- ------ •---------- -- - - - - -- - FRAMING - C H24 M H26 - ---- -- --- ------------- - ---- -- ------ -- --------------- -------- (2)-2"X _ PT WOOD H28 LEDGER (BY BLDR) 41 -9-0 T8 M PITCH = 5112 + T7 N t: I :' eY• b b t 9 09 - ii is ------------------- -- --- -------- ------- -- l t ELV. TOB +28' -2-6 2 i J3 CD a s C., 8 -1-0 _ I FLAT CLG J5 rn @ +28 -2.6 17-7-0 FLA CLG @ +28 -2-6 % J7 1 ELV. TOB = +28'- 511!16" J1 _J 01 J co u�000 � ca _J z m� �. 3mvw HEEL HEIGHT = 0-6-3 BOTTOM = 2" X 4" MIN. 3" X 8" WD RAFTERS TOP = 2" X 4" MIN. ►� �r (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - FOR CONNECTION DETAILS) HEEL HGT_____ OVERHANG - RAFTER CORNER SET DETAIL 3'-0" OVERHANG FOR (TYPICAL) RAFTERS (BY BLDR) 4 &5(-1-2-2 •�Op BOTTOM = 2" X 4" MIN. I .L ELV. = HURRICANE METAL STRAP ANCHOR EACH TRUSS (BY BLDR) TYPICAL OVERHANG DETAIL 3" X 8" WD RAFTERS (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - 12 FOR CONNECTION DETAILS) a4 / SECTION - "A" LU 0 z PITCH = 4112 I ° Z YY 0 .9 0 > T6 N FLAT CLG J7 _� v co R al FLAT CLG @ +23' -11" k @ +28 -2-0 J7A ad I C O J••_•___•________ -_ ----- _- _---- •- -• -•.. v tL u. m C z T5 14-6-0 2 V _ Q g>.9 g o. ANT q Q Q CP C? M N t7 f•' iu -0-0 7 -0-0 IA m N N n z' z 5Oi-0 SET ACK — - - co =w m T4 a J7A a PITCH = 5112 3-1-0 c T3 T2 (2) -2" X PT WOOD e . ELV. TOB = +28 -2-f LLEDGERTBBY BLDR) k9 J7 49-8-0 FLAT CLG @ +28 -2-6 T1 _ J5 Q - -- ------------------------------------------------------------------------------------------- ----- -- -- ----------- -- --- - - - - -- ------------------------------------------ -- - -- - -- - - - --- - -- - FLAT CLG CP ------------------------------------------------------------------- ----------------------------- - - - - -- ....... ------- H2T-------------- - - - - -. _... ------------------ ---------------------------- - - - - -- - ---------------- - - - - -. ._..---------- ..._...__----------- - - - --; ----------- - - - - -- - - - - -- - ELV. TOB = +23' -11" FRAMING BY13LDR 1 L 1 Y Y - - - - - -- - -- -------------------- -- ---- - - - - -- H25----------- - - - - -- Z .---------------------------- - - - - -- -------------------------------------------------- .....__.._.... --- •-------------- )_-- - - - - -- - - -_ 0 e 0 09 T `+ ..6 FLAT CLG @ +23' -11" i it i Q H23 _ _ 7-8-0 2 -0-0 H21 ELV. TOB = +23' -11" H19 Q 18 -11-0 N FLAT CLG @ +23' -11" H17 H15 PITCH = 4112 7-8-0 ' J r r � _J ,JJO •: i H13 + U. z �a �m=� Q m m O (7 F- V LL m oa z o H11 PITCH = 4112 ° x z C4 co GOF- W 0 Us uJ is ALL_-! m Q— -- 0 - - - -- -- Q IXz IX �� U H9 GMEM) LL Co x .. R- 3.8K' R= e.eK O FLAT CLG 23 -11 to @ 4 M 19 ME u. I�J.SK• � G t ) U"J.BK 1s H 7 [ ] J5•,,.. 1 = i J5 n x j i j jj µ J3 n r. n ti .. ti. �. i. 1. s` r. 4 rQ 1. i. 1. ; 1. i 1. j 1. 1. 1. 1. 1. 1. n -7 N � 1 ;�r i• ; i j '7 J1 ELV. TOB 11+23*4 ; i J1 3.. X 8" WD 3" X 8" WD RAFTERS o � Q RAFTERS --0 -8-0 r (FRAMING BY BLDR) SEES STRUCTURAL DWGS- 9 r, � (SEE STRUCTURAL DWGS- FOR CONNECTION DETAILS FOR CONIVCTION DETAILS • ) O 3 -0-0`4 57-4-0 3-" OVERHANG FOR RAFTERS (BY BLDR):.' iJ' +'•.r,= .fi;r;:__ OVERHANG FOR RAFTERS (BY BLDR) ROOF TTRU,SSHr L;; ,POUT SCALE; 1 /�.. = 1 " -0" 4v T5 SECTION - "C" NANr :R' -C I ICT _IMOA% MARK: TYPE: ENG. NOA PAGE: 111 MSM13 RA. 6C FL-M 121 HUMS 6S FL-818 131 MS1 424 6C FL-M 141 HUS28 6B FL-818 1111 THD28.2 6D FL-815 1121 m1D28 -3 BE FL -821 1151 JUS46 94 6,F5,F15,D7,R13 1161 JUS48 94 6,F5,F15,D7,R13 1171 JUS26 90 6,F6,F15,133,R13 1181 JLW8 90 6,FB,F15,D3,R13 [1] CI 1 �i Ali aS. OU t 1'i i�llr�`�3C,7 BUILDING 1191 HJC26 177 10,F12 . ;' :.(. •� ?,Y• •J' - /l NOTE : For hanger nailing pattern and capacity, see Hanger G s. Schedule. ( Eng. Page 6A and Hanger NOA.) t a DESIGN DATA: a5 0 C7 = J7A 2 -0-0 _ 3_1 n n 3" X 8" WD RAFTERS (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - FOR CONNECTIQN DETAILS) 3 -2-0 CANT. ELV. +23' -11" /REVIEWED & APPROVED FOR COMPLIANCE HE DESIGN CONCEPT ONLY AILED CHECK OF CALCULATIONS MADE o SEE NOTES IN DRAWINGS o REVISE & RESUBMIT Checking is only for conformance with the design concept of The project and compliance with the information given in the Structural Drawings. Contractor is responsible for dimensions To be confirmed and correlated at the job site; for means and Methods of construction; for information that pertains solely to fabrication processes and coordination of all trades. Any conflict found in the contract Documents during the Attention of the A/E of Record. Any deviation from the Contract Documents (or proposed sub- stitution) must be clearly noted and highlighted in these Sop Drawings )n rder to receive specific consideration. Any such item of early noted is to be considered rejected. lDate. PMM CONSULTING ENGINEERS, CORP. .a LOADING CRITERIAFR02010frP12007 ROOF LIVE: 30 PSF ROOF DEAD?5 PSF FLOOR LIVE: 00 PSF FLOOR DEADOO PSF WIND LOADING CRITERIA: (ASCE 7 -10) WIND DESIGN VELOCITY: 175 MPH WIND DURATION FACTOR: 1.3 EXPOSURE: C CATEGORY: II DESIGN ELEVATION:28•8 FT. DEAD LOAD FOR UPLIFT:15 LBS IMPORTANCE FACTOR: 1.0 TRUSS SRLUF zy • •� OF RECORD: MW, P.E. NS i:' 9939 L •••'Ile. • NPR -,��r 10/191"> 9= 3.© -13 REV./ 10/11/13 REV./ REV./ _= --- -�2EV/ -- GENERAL INFORMATION READ ALL NOTES. TRUSSES WILL NOT BE MANUFACTIJRED1NITHOUT APPROVAL OFTHIS DRAWING.: 1 • - 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 HIB-90 SUMMARY SHEET (TRUSS PLATE INSTITUTE RECOMENDATIONS) 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. INSTALLA710NAND 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 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 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 NOTIFYTHE BUILDING OFFICIALS. THIS IS A TRUSS PLACEMENT DRAWING ONLY 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 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 PREVENTTOPPLING AND COLLAPSING DURING INSTALLATION. TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGHTAND PLUMB POSITION. BEARINGS. ALL BEARINGS. BEARINGS DESIGNS, BRACING AND ANCHORAGE, ARE RESPOSIBILITY 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 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 CONNECTORS AS SHOWN IN THE ENGINEERING PACKAGE AND ONLY FOR SPANS OVER 17. ALL HANGERS REQUIRED FOR TRUSSES OF LESS THAN 17 IN SPAN AND WITH REACTIONS OF LESS THAN 600 POUNDS 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. BYACCEPTING, REVIEWING OR AUTHORIZING FOR FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING, THE BUYER OR BUYER'S REPRESENTATIVE ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. 't TRUSS PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ACCEPTED AND APPROVED. BY: DATE: CUSTOMER CARIBE HOMES MODEL RETAIL OFFICE BLDG. DATE 9/30!13----- - LOT --------------- - - - - -- BLOCK --------------- - JOB ADDR. 7400 SW 57 CT SOUTH MIAMI FL ARCHITECT SOTOLONGO - SALMAN - HENDERSON JJL ---------- ---- - - - - -- - -- - - -- - - - - - - -- �,> DADE TRUSS COMPANY INC. 6401 N.W. 74 AVE. MIAMI, FLA. 33166 DADE (305) 592 -8245 BROWARD 462 -8688 WATTS 1- 800 -356 -7842 FAX 477 -8092 MR J1 _J 01 J co u�000 � ca _J z m� �. 3mvw HEEL HEIGHT = 0-6-3 BOTTOM = 2" X 4" MIN. 3" X 8" WD RAFTERS TOP = 2" X 4" MIN. ►� �r (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - FOR CONNECTION DETAILS) HEEL HGT_____ OVERHANG - RAFTER CORNER SET DETAIL 3'-0" OVERHANG FOR (TYPICAL) RAFTERS (BY BLDR) 4 &5(-1-2-2 •�Op BOTTOM = 2" X 4" MIN. I .L ELV. = HURRICANE METAL STRAP ANCHOR EACH TRUSS (BY BLDR) TYPICAL OVERHANG DETAIL 3" X 8" WD RAFTERS (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - 12 FOR CONNECTION DETAILS) a4 / SECTION - "A" LU 0 z PITCH = 4112 I ° Z YY 0 .9 0 > T6 N FLAT CLG J7 _� v co R al FLAT CLG @ +23' -11" k @ +28 -2-0 J7A ad I C O J••_•___•________ -_ ----- _- _---- •- -• -•.. v tL u. m C z T5 14-6-0 2 V _ Q g>.9 g o. ANT q Q Q CP C? M N t7 f•' iu -0-0 7 -0-0 IA m N N n z' z 5Oi-0 SET ACK — - - co =w m T4 a J7A a PITCH = 5112 3-1-0 c T3 T2 (2) -2" X PT WOOD e . ELV. TOB = +28 -2-f LLEDGERTBBY BLDR) k9 J7 49-8-0 FLAT CLG @ +28 -2-6 T1 _ J5 Q - -- ------------------------------------------------------------------------------------------- ----- -- -- ----------- -- --- - - - - -- ------------------------------------------ -- - -- - -- - - - --- - -- - FLAT CLG CP ------------------------------------------------------------------- ----------------------------- - - - - -- ....... ------- H2T-------------- - - - - -. _... ------------------ ---------------------------- - - - - -- - ---------------- - - - - -. ._..---------- ..._...__----------- - - - --; ----------- - - - - -- - - - - -- - ELV. TOB = +23' -11" FRAMING BY13LDR 1 L 1 Y Y - - - - - -- - -- -------------------- -- ---- - - - - -- H25----------- - - - - -- Z .---------------------------- - - - - -- -------------------------------------------------- .....__.._.... --- •-------------- )_-- - - - - -- - - -_ 0 e 0 09 T `+ ..6 FLAT CLG @ +23' -11" i it i Q H23 _ _ 7-8-0 2 -0-0 H21 ELV. TOB = +23' -11" H19 Q 18 -11-0 N FLAT CLG @ +23' -11" H17 H15 PITCH = 4112 7-8-0 ' J r r � _J ,JJO •: i H13 + U. z �a �m=� Q m m O (7 F- V LL m oa z o H11 PITCH = 4112 ° x z C4 co GOF- W 0 Us uJ is ALL_-! m Q— -- 0 - - - -- -- Q IXz IX �� U H9 GMEM) LL Co x .. R- 3.8K' R= e.eK O FLAT CLG 23 -11 to @ 4 M 19 ME u. I�J.SK• � G t ) U"J.BK 1s H 7 [ ] J5•,,.. 1 = i J5 n x j i j jj µ J3 n r. n ti .. ti. �. i. 1. s` r. 4 rQ 1. i. 1. ; 1. i 1. j 1. 1. 1. 1. 1. 1. n -7 N � 1 ;�r i• ; i j '7 J1 ELV. TOB 11+23*4 ; i J1 3.. X 8" WD 3" X 8" WD RAFTERS o � Q RAFTERS --0 -8-0 r (FRAMING BY BLDR) SEES STRUCTURAL DWGS- 9 r, � (SEE STRUCTURAL DWGS- FOR CONNECTION DETAILS FOR CONIVCTION DETAILS • ) O 3 -0-0`4 57-4-0 3-" OVERHANG FOR RAFTERS (BY BLDR):.' iJ' +'•.r,= .fi;r;:__ OVERHANG FOR RAFTERS (BY BLDR) ROOF TTRU,SSHr L;; ,POUT SCALE; 1 /�.. = 1 " -0" 4v T5 SECTION - "C" NANr :R' -C I ICT _IMOA% MARK: TYPE: ENG. NOA PAGE: 111 MSM13 RA. 6C FL-M 121 HUMS 6S FL-818 131 MS1 424 6C FL-M 141 HUS28 6B FL-818 1111 THD28.2 6D FL-815 1121 m1D28 -3 BE FL -821 1151 JUS46 94 6,F5,F15,D7,R13 1161 JUS48 94 6,F5,F15,D7,R13 1171 JUS26 90 6,F6,F15,133,R13 1181 JLW8 90 6,FB,F15,D3,R13 [1] CI 1 �i Ali aS. OU t 1'i i�llr�`�3C,7 BUILDING 1191 HJC26 177 10,F12 . ;' :.(. •� ?,Y• •J' - /l NOTE : For hanger nailing pattern and capacity, see Hanger G s. Schedule. ( Eng. Page 6A and Hanger NOA.) t a DESIGN DATA: a5 0 C7 = J7A 2 -0-0 _ 3_1 n n 3" X 8" WD RAFTERS (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - FOR CONNECTIQN DETAILS) 3 -2-0 CANT. ELV. +23' -11" /REVIEWED & APPROVED FOR COMPLIANCE HE DESIGN CONCEPT ONLY AILED CHECK OF CALCULATIONS MADE o SEE NOTES IN DRAWINGS o REVISE & RESUBMIT Checking is only for conformance with the design concept of The project and compliance with the information given in the Structural Drawings. Contractor is responsible for dimensions To be confirmed and correlated at the job site; for means and Methods of construction; for information that pertains solely to fabrication processes and coordination of all trades. Any conflict found in the contract Documents during the Attention of the A/E of Record. Any deviation from the Contract Documents (or proposed sub- stitution) must be clearly noted and highlighted in these Sop Drawings )n rder to receive specific consideration. Any such item of early noted is to be considered rejected. lDate. PMM CONSULTING ENGINEERS, CORP. .a LOADING CRITERIAFR02010frP12007 ROOF LIVE: 30 PSF ROOF DEAD?5 PSF FLOOR LIVE: 00 PSF FLOOR DEADOO PSF WIND LOADING CRITERIA: (ASCE 7 -10) WIND DESIGN VELOCITY: 175 MPH WIND DURATION FACTOR: 1.3 EXPOSURE: C CATEGORY: II DESIGN ELEVATION:28•8 FT. DEAD LOAD FOR UPLIFT:15 LBS IMPORTANCE FACTOR: 1.0 TRUSS SRLUF zy • •� OF RECORD: MW, P.E. NS i:' 9939 L •••'Ile. • NPR -,��r 10/191"> 9= 3.© -13 REV./ 10/11/13 REV./ REV./ _= --- -�2EV/ -- GENERAL INFORMATION READ ALL NOTES. TRUSSES WILL NOT BE MANUFACTIJRED1NITHOUT APPROVAL OFTHIS DRAWING.: 1 • - 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 HIB-90 SUMMARY SHEET (TRUSS PLATE INSTITUTE RECOMENDATIONS) 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. INSTALLA710NAND 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 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 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 NOTIFYTHE BUILDING OFFICIALS. THIS IS A TRUSS PLACEMENT DRAWING ONLY 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 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 PREVENTTOPPLING AND COLLAPSING DURING INSTALLATION. TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGHTAND PLUMB POSITION. BEARINGS. ALL BEARINGS. BEARINGS DESIGNS, BRACING AND ANCHORAGE, ARE RESPOSIBILITY 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 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 CONNECTORS AS SHOWN IN THE ENGINEERING PACKAGE AND ONLY FOR SPANS OVER 17. ALL HANGERS REQUIRED FOR TRUSSES OF LESS THAN 17 IN SPAN AND WITH REACTIONS OF LESS THAN 600 POUNDS 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. BYACCEPTING, REVIEWING OR AUTHORIZING FOR FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING, THE BUYER OR BUYER'S REPRESENTATIVE ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. 't TRUSS PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ACCEPTED AND APPROVED. BY: DATE: CUSTOMER CARIBE HOMES MODEL RETAIL OFFICE BLDG. DATE 9/30!13----- - LOT --------------- - - - - -- BLOCK --------------- - JOB ADDR. 7400 SW 57 CT SOUTH MIAMI FL ARCHITECT SOTOLONGO - SALMAN - HENDERSON JJL ---------- ---- - - - - -- - -- - - -- - - - - - - -- �,> DADE TRUSS COMPANY INC. 6401 N.W. 74 AVE. MIAMI, FLA. 33166 DADE (305) 592 -8245 BROWARD 462 -8688 WATTS 1- 800 -356 -7842 FAX 477 -8092 MR [1] CI 1 �i Ali aS. OU t 1'i i�llr�`�3C,7 BUILDING 1191 HJC26 177 10,F12 . ;' :.(. •� ?,Y• •J' - /l NOTE : For hanger nailing pattern and capacity, see Hanger G s. Schedule. ( Eng. Page 6A and Hanger NOA.) t a DESIGN DATA: a5 0 C7 = J7A 2 -0-0 _ 3_1 n n 3" X 8" WD RAFTERS (FRAMING BY BLDR) (SEE STRUCTURAL DWGS - FOR CONNECTIQN DETAILS) 3 -2-0 CANT. ELV. +23' -11" /REVIEWED & APPROVED FOR COMPLIANCE HE DESIGN CONCEPT ONLY AILED CHECK OF CALCULATIONS MADE o SEE NOTES IN DRAWINGS o REVISE & RESUBMIT Checking is only for conformance with the design concept of The project and compliance with the information given in the Structural Drawings. Contractor is responsible for dimensions To be confirmed and correlated at the job site; for means and Methods of construction; for information that pertains solely to fabrication processes and coordination of all trades. Any conflict found in the contract Documents during the Attention of the A/E of Record. Any deviation from the Contract Documents (or proposed sub- stitution) must be clearly noted and highlighted in these Sop Drawings )n rder to receive specific consideration. Any such item of early noted is to be considered rejected. lDate. PMM CONSULTING ENGINEERS, CORP. .a LOADING CRITERIAFR02010frP12007 ROOF LIVE: 30 PSF ROOF DEAD?5 PSF FLOOR LIVE: 00 PSF FLOOR DEADOO PSF WIND LOADING CRITERIA: (ASCE 7 -10) WIND DESIGN VELOCITY: 175 MPH WIND DURATION FACTOR: 1.3 EXPOSURE: C CATEGORY: II DESIGN ELEVATION:28•8 FT. DEAD LOAD FOR UPLIFT:15 LBS IMPORTANCE FACTOR: 1.0 TRUSS SRLUF zy • •� OF RECORD: MW, P.E. NS i:' 9939 L •••'Ile. • NPR -,��r 10/191"> 9= 3.© -13 REV./ 10/11/13 REV./ REV./ _= --- -�2EV/ -- GENERAL INFORMATION READ ALL NOTES. TRUSSES WILL NOT BE MANUFACTIJRED1NITHOUT APPROVAL OFTHIS DRAWING.: 1 • - 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 HIB-90 SUMMARY SHEET (TRUSS PLATE INSTITUTE RECOMENDATIONS) 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. INSTALLA710NAND 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 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 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 NOTIFYTHE BUILDING OFFICIALS. THIS IS A TRUSS PLACEMENT DRAWING ONLY 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 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 PREVENTTOPPLING AND COLLAPSING DURING INSTALLATION. TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGHTAND PLUMB POSITION. BEARINGS. ALL BEARINGS. BEARINGS DESIGNS, BRACING AND ANCHORAGE, ARE RESPOSIBILITY 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 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 CONNECTORS AS SHOWN IN THE ENGINEERING PACKAGE AND ONLY FOR SPANS OVER 17. ALL HANGERS REQUIRED FOR TRUSSES OF LESS THAN 17 IN SPAN AND WITH REACTIONS OF LESS THAN 600 POUNDS 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. BYACCEPTING, REVIEWING OR AUTHORIZING FOR FABRICATION THE TRUSSES DESCRIBED IN THIS DRAWING, THE BUYER OR BUYER'S REPRESENTATIVE ACCEPTS ALL CONDITIONS DESCRIBED HEREIN. 't TRUSS PLACEMENT PLAN AND INDIVIDUAL TRUSS DESIGNS ACCEPTED AND APPROVED. BY: DATE: CUSTOMER CARIBE HOMES MODEL RETAIL OFFICE BLDG. DATE 9/30!13----- - LOT --------------- - - - - -- BLOCK --------------- - JOB ADDR. 7400 SW 57 CT SOUTH MIAMI FL ARCHITECT SOTOLONGO - SALMAN - HENDERSON JJL ---------- ---- - - - - -- - -- - - -- - - - - - - -- �,> DADE TRUSS COMPANY INC. 6401 N.W. 74 AVE. MIAMI, FLA. 33166 DADE (305) 592 -8245 BROWARD 462 -8688 WATTS 1- 800 -356 -7842 FAX 477 -8092 MR