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PRE-MINMW ROOF 1ItWF5 0 24' O.G. W 51H*%N NETAIb TO 04U I M 12 TO FRAME WAI.I./ FAMS I I I I L-- ---1 STRUCTURAL TRUSS NOTES ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED BELOW HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS DESIGNER MAY MAKE SUBSTITUTION FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. THE PRELIMINARY FRAMING PLANS REFLECT THE INTEND OF THE BUILDING DESIGN AND GENERALLY SHALL NOT BE CHANGED. TRUSS LAYOUT PLAN MAY DIFFER FROM THE PRELIMINARY FRAMING PLAN DUE TO THE FEASIBILITY IN DESIGN AND MANUFACTURING, HOWEVER, SUCH CHANGES SHALL BE IMMEDIATELY NOTIFIED TO THE BUILDING DESIGN PROFESSIONALS AND/OR THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE BUILDING PLAN SET IS STRUCTURALLY FINAL AND READY FOR CONSTRUCTION PERMIT ONLY IF THE BUILDING PLAN SET IS ACCOMPANIED WITH A TRUSS PACKAGE REVIEW CERTIFICATE SIGNED AND SEALED BY THE ENGINEER OF RECORD. THE GENERAL CONTRACTOR AND/OR HOME OWNER SHALL BE RESPONSIBLE TO FORWARD THE TRUSS PACKAGE (FINAL LAYOUT PLAN AND TRUSS ENGINEERING) SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER (TRUSS ENGINEER) TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER OR CERTIFICATE INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. I BEARING HEIGHT SCHEDULE I 8'-0" A.F.F. BEARING HEADERS: MIN. (2) SYP 2x12's FASTENED w/ 10d NAILS @ 12" O.C. IN TWO ROWS STAGGERED. REQUIRED ATTIC VENTILATION ROOF ATTIC MIN. SQ. FT. MIN. LINEAR MIN. FT. OF UND�REAVE NO. OF SQ. FT. OF NFVA FT. OF VENT NT VENTS HOUSE 2942 9.8 28 59 7 CALCULATIONS ABOVE BASED ON OFF RIDGE VENT w/ 102 SQ. IN. NFVA CALCULATIONS FOR A BALANCED VENTILATION SYSTEM SQ. FT. ATTIC SPACE = MIN. SQ. FT. OF NFVA NEEDED 300 1/2 x (MIN. SQ. FT. OF NFVA NEEDED) x 144 / (VENT SQ. IN.) = MIN. LINEAR FEET OF VENT NEEDED X = NFVA (SQ. IN. PER LIN. FT.) OF THE UNDEREAVE VENT OR INTAKE VENT VENT SYSTEM SELECTED 1/2 x (MIN. SQ. FT. OF NFVA NEEDED) x 144 / X = MIN. LINEAR FEET OF UNDEREAVE VENT NEEDED I ROOF TRUSS END DETAIL I APPROVED TRUSS ANCHOR BY OTHERS SQUARE CUT OVERHANGS 12 5.0 . 2.5 12 1'-01, 8" DESIGNER'S NOTES 1.) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 2.) ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. 3.) ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. 4.) IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 5.) THIRD PARTY SERVICES: HARTWELL DESIGN GROUP, INC. WILL NOT BE RESPONSIBLE FOR ANY ENGINEERING, INTERIOR DESIGN, SURVEY, ESTIMATING OR ANY OTHER THIRD PARTY SERVICE ERRORS. THE BUILDING PLAN SET IS STRUCTURALLY FINAL AND READY FOR CONSTRUCTION PERMIT ONLY IF IT IS ACCOMPANIED WITH A DATE: 09/14/2015 JOB NO: HA9139 DESIGN BY: -- DRAWN BY: JRH CHECKED BY: GC PROJECT: 3615-HA9139 CHECKED BY: JRH,JGZ EST: -- CONST. MNGR: -- SUPER w co M N _j LL_ Q 0- c- 00 © ¢ Q LLI LL L Q J T T j Q, zcy) � ,**.... �r► � J Z LlJ U cy) oo Z O Z T MODEL: 9-15 SPECS CUSTOMER: LUCKEY 39119 PARK DR. ZEPHRYHILLS, FL 3354 0 0 u u - �o v a a 00 u, � � N Cq Ln m '.0 en 0 � m � 0 00 I ENGINEER'S SEAL I I HEREBY CERTIFY THAT THIS PLAN & SPECIFICATIONS WERE PREPARED/REVIEWED BY ME OR UNDER MY DIRECT SUPERVISION AND COMPLIES WITH THE FLORIDA BUILDING CODE 5th EDITION 2014, RESIDENTIAL/BUILDING. ALL SIGNED/SEALED DRAWINGS PRESENT IN THIS PLAN ARE FOR STRUCTURAL DESIGN ONLY AND ARE VALID FOR 12 MONTHS FROM THE SIGNED DATE. 9OU4aaaOO oo� cad��IE ,q 'e0 a 7/740. g o STATE OF -1j 5 Guo-jie- Zhang. PhD, PE Date Florida PE No. 47744 2911 Folklore Dr. -- Valrico, FL 33596 (813) 657-8865 TRUSS PACKAGE REVIEW CERTIFICATE SIGNED AND SEALED BY THE ENGINEER OF RECORD A1,4