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I it V _i N N THE EXISTING STRUCTURE WILL BE INSPECTED 5Y THE ENGINEER OF RECORD AFTER THE DEMOLITION HAS BEEN DONE FOR ANY ADDITIONAL STRUCTURAL REQUIREMENTS. IF ANY ADDITIONAL CHANGES ARE NEEDED THE ENGINEFR WILL ADDRESS IT WITH A SEALED LETTER OR DRAWINGS, T-411 42'-011 34'-S" - --- - -- - - - -- ----- -- -- - - -- --- -- ----------------------------- -- 1 I _ 4 I I — — — — — — —— jii ATTIC ACCF&S t f; i 1 I } t xi d ' , ! I s LIGHT ATTIC STORAGE 4 t f R Fk 1 I i a t` t 1 I 1 1 i — -F— I t ,_-, /", t^.. ,, 1— i — "t./ ^" ,:t- ' t t _ _- 9. _.. i 1 i "i I;.. _ 5^. i t .,i^"� i � 1-' ^ 3 �t . I i 7. t } ,'"I ,':�' "{ t• }.r 1 ! t� {'� E i 1 .� 1./ • }.' ;: 3 t 7 1 F I I t i RV F: i L I I 1 1 I 1 ! I i y 1 I I I I I } 1 VALLE', TRUSSES ;IN 2 PIECES i �<F �j TO ALLOW FOR FIELD t)JUSI MEN1" � ! i I � i ,ram/ f I I ; i I j 1 I 1 7 I 1 1 I t I ➢ I 1 `4 1 F i 1 I I I f I t 1 1 1 F I F fJ 1 R i t € j RAT f$UNNFR '+,]1(� 1 11y� E. ISTI F `i'.z ROOF ➢ 1 I F } t ➢ i t - t t 1 - ➢ J 1 i I 1 t 1 I I I i 1 1 I f } ! t I } ! 1 F I E 1 1 ALLEh-1 TRU➢SSES7. j t f i r+ C 1 1 I \ 1 J 1 I 1 t f 1 l 1 1 F f 1 1 1RY It ( I —4 USE SIMPSON H15A HURRICANE TIES f i t ON ALL TRUSS TO WOOD FRAME ----------------------------------------------------- CONNECTIONS. FL*1045ror12 20'-0" 12'-0" �_ 30'-0 11 ROOF FRAMING PLAN THE EXISTING HOUSE HAS A 1t-4" BEARING HEIGHT AND THE NEW ADDITION HAS A BEARING HEIGHT OF 8'-0" I- SEE PAGE S OF THIS PLAN FOR INFORMATION ON THE TRUSS BRACING REQUIRED. TH15 15 IN ADDITION TO THE BRACING REQUIRED BY THE TRUSS SUPPLIER. SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON TH1t PLAN, CATALOr- C-200'3 EFFECTIVE I/ 1/ 01b USE A SIMPSON HETAIro EMBEDDED TRUSS STRAPS AT ALL LOCATIONS THAT THE ROOF TRUSSES INTERSECT WITH THE MASONRY WALLS, A MIN OF 4" E1'" IBEDDMENT 15 REQUIRED. FL*11413.3 CONNECT THE VALLEY TRUSSES TO THE EXISTING TRUSSES WITH A SIMPSON VTC2 VALLEY TRUSS CLIP WITH 4-10d COMMONS IN THE ROOF TRUSS AND 5-106 x 1 1/2" IN THE' VALLEY TRUSS, USE f1) CLIP PER EACH END OF EVERY VALLEY TRUSS WHERE THEY INTERSECT WITH THE ROOF TRUSSES. FL*10861.5 FIRE - ENGINEERED ROOF TRUSSES 1 241, OC MAXIMUM SPACING TC LL 20.0 PSF TC DL -I.O P5F B C DL 10 O PSF Br, LL 0,0 PSF I TOT-LD- 3-1_0 PSF 0U:fR,FAC_ 1,25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD (I k j THE CEILING WAS RAISED FROM A FLAT I 7'-4" TO A `""OFFERED CEILING WITH A NEW } HEIGHT OF 5 art', A NFW x 4y' SOUTHERN Q YELLOW FINK COLLAR TIE WAS INBTALLEC? U51NG A 4" x 3t8" CARRIASE FBOLT IN EACH _ ENE) AND 3) 10a COP"IP"ic"'Ner RAISED CEILING ING DETAIL USE 6IMP60N HET410 EMBEDDED TRUSS ANCHORS FL*11413,3 ATTACH THE NEW BEAMS TO THE TOP OF THE NEW MASONRY COLUMNS_ ATTACH THE BEAMS TO THE TOP OF THE EX161TING MASONRY WALLS TOE' PLATE WITH (2) H2.5A HURRICANE TIES. FL*I0450 I2 DATE : j SCALE: '_O�� PAGE._ / 09 1/4" - 1 DESIGN SERVICES INC. MOBILE/ OFFICE 352-0.6-5a2l i OFFICE FAX 352-588 2342 R. 5, HANLEY P 0 BOX 1325 SAN ANTONIO FLA, 33576 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) AtRI51NG OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWIN&S. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE C-05T OF THE REPAIRS OR .DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB, BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF TI-#E CURRENT FLORIDA BUILDING CODE. TI-IESI` CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN. BECAUSE THIS 15 AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY'` ALL INFORMATION IN THE FfELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK, THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE, IF ANY INFORMATION 15 NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK 16 MATCHING THE EXISTING. THE 6WE NEY ADDITION 03 1 6T ZEf='HYRHILLS FLORIDA 33542 EAST PASCO COUNTY 1 I LIVING AREA N�313 SF SCREEN PORCH 24& 5F 1 FRONT FORCH 100 SF � TOTAL_ UNDER? ROOF 225-1 S1" 1 I THE CONTRACTOR WILL BE RESPONSIBLE TO VERIRY THE SF, DAVIDLu. SM"ITH, MS. FE, FLORIDA LIC.* 53600 352-521-0865 OFFICE 352-521-05ro FAX 11B013 WALLASTON DRIVE DARE CITY ,FLA, 33525 I PEREeY CERTIFY THAT I WAVE REVIEWED T�-IIS PLAN ,AND FOUND IT TO eE IN COMPLIANCE WITH ,5CE-1, THE FLORIDA BUILDINCz CODE 200-1 EDITION I 6 ,AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC-0-1, 1\ DAVIlD W. SMITH MS, PE. * 53ro0a i