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HomeMy WebLinkAbout5904, 5908 8th StO 0 UNIT 1 UNIT "1 LIVING 1323 FRONT PORCH 9(0 REAR PORCH 126 GARAGE 418 TOTAL 2023 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES IG LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION - �41 811 05 VERTICAL BELOW TO ALL CORNERS, OPENINGS 4' 0" OC fA - - p O O r- O� _ co _ BIB 0 y � l'1 �o O m v n + m `" iL1 , 0 O cA W (X O p Lu my LD 3 N yp °o lti N M � �r O RODS FROM FOOTINGS TOP OF WALL. PLACED AT EACH SIDE OF ALL AND SPACED MAXIMUM UNIT 2 ,] �7CNI UNIT 02 LIVING 129ro FRONT PORCH 96 REAR PORCH 126 GARAGE 369 TOTAL 188� ARIGAY ENGINEERING INC � STRUCTURAL ENGINE v- RICHARD L. K DEY P.E. FLORIDA LICENSE NUMBER 312136 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 - FOR I33 MPH WIND ZONE RISK. CATEGORY II AND THE ENTIRE 2011 BUILDINGS CODE RESIDENTIAL 6TH EDITION - M U N ccyi z Z ch Q 0 0 N tn LL I'L � z c' N M Q ULO Z U` W00 ~ �5 Q LL CIOLL( -z 0 cn � Q Z °- N 0 } M J m N � 1 m 0')N M LLI S U �u- O M 24' 411 24- O" Z' 4" 24' O" dl O O N `U ME GARAGE .—. GARAGE SLAB 4 BELOW HOUSE FINISH FLOOR - (v SLOPE GARAGE FLOOR In e1! �IATTIC STAIRS Q $ SOLID CORE DOOR Q WITH SELF CLOSING HINGES Iit Lll o O r HOSE $I$ 0 t- m (P W dl m 03 1 0C. 0 Z LL L �.�-L. (Q Z � � Q) o u z � � > � 1 z flj n Q V -iD u% 9) VI 1 W -c m 31 all '01WASHER 61 011 31 oil 2X6 WALL DRYER 101611 w o \ / Lu /\ 41 211 w `r tt Ell811 w Y - 6X6 PT POST LAUNDRY MASTER BATH'- --------- a iff CV 3' 011 Q 31 0" MASTER BED = 4' 10" 15' 6" _ 1GT DR 2' 1011 (3) 2X10 02 PINE WITH 1/2" PLYWOOD FILLERS AS BEAM AT REAR PORCH 6!'�11 11' 89411 11' 85411 77 -- ------ _ __ 1 1 I ; I' I 1 1 _ 'I' b I I O I' ' I I I, I 1 I I I 1 0 my � NOTE "A" UL U30S I HOUR WOOD FRAME WALL FROM FLOOR TO BOTTOM OF ROOF DECK, 2X4 WOOD FRAME WALL FROM FLOOR TO 6'0" ABOVE FINISH FLOOR. PLACE ONE COMMON ROOF TRUSS FLUSH WITH EACH SIDE OF FRAME WALL. INSTALL ONE LAYER 5/8 TYPE X FIRE RATED GYPSUM BOARD THAT WILL EXTEND FROM FACE OF WOOD WALL AND FACE OF TRUSS TO BOTTOM OF ROOF DECK L: z V/ } W I 0 1 BATi--I 1 O 5' 411 31 411 I c0 1 31 011 6' 1O1, SIMPSON MBHA5,5/9,25" OR EQUAL HANGER SECURED TO WALL USING 5/8"X6" EXPANSION BOLT AT TWO BEAM TO BLOCK LOCATIONS AT „ " REAR PORCH 1' 8 5' 4 12 O ®---------------------------------®------------------------- -- -- --� 1 I I I REAR F�ORCH ' ' I PORCH SLAB 4" BELOW ' " HOUSE FINISH FLOOR 1 " 19 8 4 8 + 33.10 I i - 44•00 , , 45.60 1 I 25 SH EGRESSF O i n i N 1y N O 11•--m Y. O 1--1 « 35.30 + 34,50 + 35,30 41,20 45.60 41,20 HOSE 3020 FG TEMP 25 SH EGRESS 34/2 SH ols 3'O'X68" � -------------- O --O -------------- / � 1 O � 12' 4" 6' S" ' o D / 1 HOUR WOOD FRAME RANGE / WALL, SEE NO I E "A" L�4UNDRY KITCHEN s / 3 VAULTED CLGS DISH WASH / BED #2 O - - - - - + 3 6 MASTER BED a 1 I // -------------------- 21 111 CJ / 21811 60BF / N 1 n - 1 u i u 2X6 WALL 3 8 3 4 2 4 // o o 01%21 2' 8" 408E l ® SOLID GORE DOOR — — — — — — — — — — — — (— — — — — — — — — WITH SELF CLOSING INTERIOR SCISSOR RIDGE LINE }� HINGEScl, \ fA BATH \ iv 11 ` N ' \ 'V 8 9�4 GARAGE�' '�� GREAT ROOM \ 2' 811 SOBF GARAGE SLAB 4" BELOW VAULTED CLGsS \ HOUSE FINISH FLOOR \ 21 10" 20 4" \ 3' S11 2' 611 6' 3i411 41211 0 L----- 2' 4" 13' 2" RECESSED FLOOR 5 O" � — ASTER - BATH `4 r -- - -- O = c., LINEN I I w - 1 BED #2 N -�-- ®----� ------ po po 011 - - - - - RANGE 4' 21 / 3' 01 KITCHEN i DISH WASH F - - - - - + -------- \ \ \ \ \ 19' S" n/ IL O O O� n � � ll- -- L uj C� 73 n uj 1;7- ---------' I I ' 6„ ' ' O WATER AIR HANDLER HEATER Q =�y 3 0 u- —I V u :r ul —_j �11 oc O o Lill\ a W O N -1 "X I'O" GARAGE DOOR \ \\ _,^^ In \ BED S � \ \ , 3'O"X6'S" 25 SH 25 SH + 0 33,125 SH EGRESS - 44.00 + 45. 3' Oil- 42,60 11' ¢11 - 45.66 0 3 4 SIMPSON MBHA3.5/11.25" OR EQUAL FRONT PORCH HANGER SECURED TO WALL USING „ SEE FRONT PORCH O PORCH SLAB 4 BELOw COLUMN DETAIL cA 5/S"X6" EXPANSION BOLT AT ALL HOUSE FINISH FLOOR BEAM TO BLOCK LOCATIONS --ER ---------------------------------------------------- -----------------------•t _ — — — — — — — — — — — — — — — — — — -- ------------- -- -- —-------- _'------------------- --------------------- --- --- O \ \ \ \ \ \ \ \ GREAT ROOM - INVERTED HIP VAULTED CLCxS `\ \ \ \ \ \ \ \ \ \ - x X m O el - p 'j v - 16' + 36.00 515 36.10 BIB 3' 211 22' 411 ' II 12 6 a 4 11 O 4 " 11 9 10 25 SH 25 SH 25 SH + 31.42 20' 4" „ 5 ol (2) 2X12 02 PINE WITH 1/2° PLYWOOD FILLERS AS BEAM AT FRONT PORCH 32' 011 I IS 1 O I ARKAY 0 18683 � � °j 1 1�G ©�L11//V'1� * }��'`/� 'iv, 1 1 I' 1 1 14i �M- FLOOR ` FLAN ` 1 /� � 1 O - A A A A A ALL EXTERIOR WALLS ACT AS SHEAR WALLS n UNIT 01 AREA VENTILATION REQUIRED - UPPER t LOWER VENTED PROVIDED 2023 S.F. ATTIC AREA / 300 = 6,15 S.F, X 144 = S12 912 S.I. / 2 = 486 S.I. UPPER AND LOWER VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1 LOMANCO OFF RIDGE VENTS AT 10 SI./EA = 490 > 486 61. LOWER VENTILATION PROVIDED 138 FT. SOFFIT VENTS ( MIN ) AT 6.42 SI./FT = 885 > 486 61. UNIT *2 AREA VENTILATION REQUIRED UPPER 4 LOWER VENTED PROVIDED 1581 S.F, ATTIC AREA / 300 = 6.30 S.F. X 144 = 1308 SO& S.I. / 2 = 454 S.I. UPPER AND LOWER VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1 LOMANCO OFF RIDGE VENTS AT 10 SIJEA = 490 > 454 61. LOWER VENTILATION PROVIDED 160 FT, SOFFIT VENTS ( MIN ) AT 6.42 SL/FT = 1021 > 454 51, THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION f•O U N Lo M Z M p o O 0 o rn -j tn J N � CO >m V7 12 ZN Q z w m 6 � XMX ~ U) Q Q W p IL W p � ti 12 Z a N A _ m 04 WALL HEIGHT S' O" ca ('0 HARDI LAP SIDING — — — -e m 0) N } c�M 1'4" .. ----- Lu • , • , , , , . .. TOP OF OPENINGS � 68' ® : .. ... .. ... .. ... lul ® N co ® ©IL .... F= r . . . . . . . . . . ® ®... .. . .. .E. ...l.. J.' ... .. ... .. ... r`a) at DECORATIVE CEMENTITIOUS FINISH III) \Q N • HOUSE FINISH FLOOR d O" 0 � r ------------------------------------- ---- ------•--- •--- •- ---------- -- - --------- - - $-- ----------------------------------------------- . tlJwm DECORATIVE STACK STONE n1 # DECORATIVE 4" ESAND O c 93 FRONT ELEVATION 1/4II = 1 OII m 0 "_0 z lL x N 7A !Coca � -m w to JU U.l4 Q00Lp' V 713 tD�� 0co`a-0 Q) ��� �moY 4- ui Q) o ad)V LEFT ELEVATION 1/4 11 _ III oil .. .. .. .. .. ... .. ... ... .. .. .. ..: 1,4 .. .. .. .. .. ... .. ... .. ... .. ... .. ... .. .. .. ... .. ... .. ... .. . . . . . . ... . . . . ... . . . . ... . . . . ... . . . . ... . . . . ... . . . . ... . . . . ... . . . . ... . . . : . ' . ' . . ' : ' . .. . . . .. . . . .. . . . .. . I . . . . . . . . . . . . . . . . ... . . . . ... . . . . ... . . . . . .. .... ... .... ... .... . .. .. .. ... .. ... .. ... .. ... .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . . ------------------------•-------------DECORATIVE-CEMENTITIOUSFINISH-•-------•---- ------------------------ -----------------------------------------'--'---'------'------'---------�---'--�---'---------�------�-------•--- REAR ELEVATION 11411 = 11 OI1 , . .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... . ED. . .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... . .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. . DECORATIVE CEMENTITIOUS FINISH ---------•------------------•----------.---:-------------:---:----:---•----:-------•-----------�-------------------------------------------------------------------------------:----:---:----:------•-------•------- i-- RIGHT ELEVATION 1/411 _ 11 oil 12 �6 w d 17 z O } w w cf) � O t'A z A 6 Q Q z 0 Q NQ u- -1 j Ott n: ARKAY ENGINEERING STRUCTURAL ENGINE rr RICHARD L. DDEY P.E. FLORIDA LICENSE NUMBER 31296 PIG I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION /� ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE O F 1 FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 135 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION ARKAY * 18683 6" X 6" X 16" KNOCK OUT BLOCK TOP COARSE WITH 105 HORIZONTAL I--811 REBAR TIED TO ALL VERTICAL RODS b 8" PRECAST LINTEL BLOCK OVER ALL OPENINCaS. 1 EACH Q• 05 REBAR IN THIS COARSE WHEN U SPAN OF LINTEL OVER 5'2" STANDARD PRECAST DETAIL LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART ( ib" DEEP SECTION J CLEAR SPAN CONCRETE U LINTEL I' - 6" 4981 PLF ( UNFILLED ) 2' - 2" 3435 PLF ( UNFILLED J 2' - 8" 27I1 PLF ( UNFILLED J 3' - 2" 2332 PLF ( UNFILLED J 4' - 0" 1935 PLF ( UNFILLED ) 4' - 6" 1624 PLF ( UNFILLED J 5' - 211 2139 PLF •+ 6' - 2" 2211 PLF •• 1' - O" 1981 PLF +• 8' - O" 1123 PLF •• 9' - 2" 1489 PLF •• 10' - 0" 1354 PLF 10' - 8" 12-M PLF •• 11' - 2" 1200 PLF ++ 12' - 0" 1109 PLF •• 12' - 8" 1044 PLF •• 13' - 4" 1398 PLF •• P 14' - 0" 1321 PLF •• P 16' - O" 1152 PLF •• P 18' - O" 1016 PLIF fD •• - DENOTES 05 REBAR X CONT. PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. •• P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT. PLACED IN BOTTOM COURSE t 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION I 14' 8" 24' 411 24' 0" .- 2' 411 - 24' O" ■ _ _ _ _ ■ _ _ _ _ ■ _ _ _ _ ■ _ _ _ _ ■ _ _ _ _ ■ ' - - - ----- - - - ----- - - - ----- - - - ----- - - - --- � 1� I II I ■11 ------��w i I 1 I ■ - f111 1 1 I pi ' o 1, I 1 I tu 1 ( , GARAGE SLAB 4" BELOW 1 � Q ■ ( 1 HOUSE FINISH FLOOR a/ I i SLOPE GARAGE FLOOR -� I I r I 1 I 1 I p I 1 1 I I I I I I I 1 1 11 I 1 I i ■ ` NON LOAD BEARING 4" STEP IN SLAB L_ ■ — — — ■ 1 1 1/2" V.T.R. a utl , � 11 n ■ 1 WASHER I I a O 1 ■ "� 1; o r I' 1 ■1� .I I, ,I ■ 61 0n i I I/2" V.T.R. CQ _I I I I I o W LLl I my ---------------- SEE 6X6 PORCH POST I ' X DETAIL FOR FOOTING - INFORMATION I I I I I I I ■ 1 I, I II I 1 I I I I I I II ■ I, I 1 — 1 p I I II 1 O I I II ■ I I I I T I I I Vl I 1 -----------------------------------------------—---------------- I I i PORCH SLAB 4" BELOW I ■ I' 8" 5' 4" 12' 0" 19' 811 HOUSE FINISH FLOOR II 1 _ O I I I I I 3020 FG TEMP 25 SH EGRESS 34/2 Szzl_�n H 25 SH EGRESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ^■ 3'011X61V 11 ■ ■ ■ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _■ _ _ _ _ _ _ _ _ _ _ _ Ji -REOE55EDfLOOR-- --- ------------- ---------------------------------------------------------------------- I 01 3 39' 8" = 1 ■ PLACE CONDUIT IN SLAB FOR ELECTRICAL TO ISLAND I II I II II 1 ■11 I 11 1 NON LOAD BEARING 4" STEP IN SLAB I 1� 1' I I 21' 8" z . I I' I I F N I' I I Z GARAGE SLAB 4" BELOW d HOUSE FINISH FLOOR m I II p ■I z0 I' 1 z 1 041 u W < ■ I W a ------- ---------------------------------_--- ---- I i i I■ ■ _ ■ ■ ■ 31O IIX 2 SH 25 SH I I� ■ I 11 3,0 PORCH SLAB 4" BELOW 1 HOUSE FINISH FLOOR 1 O SEE FRONT PORCH h COLUMN DETAIL FOR 1 I FOOTING INFORMATION IL L ----------------- --------------- — — d) N NLOADBEARING 1 1 NON LOAD BEARING ■ ■ 16'O"X1'O11 GARAGE DOOR ONCRETE EDGE - 1 CONCRETE EDGE 3' 211 22' 4" 13' 2" 8-411 32' 0" 141 811 2" V.T.R. PLACE CONDUIT IN SLAB FOR ELECTRICAL TO ISLAND 1 1/2" V.T.R. 2 V. 9' 611 I I ■ N II I 1 I I I I I II II I II■ �I I II �I I 11 1 II 'I■ 'I I it 'I , 11 II I I■ I �I 11 'I 1 it 'I I 'I■ 1 'I 1 'I 1 '1 1 II , 'I i 'I■ 1 'I i 'I I W W m a I I 1 ■ (V L1 II I II �1 II I I I■ II ;I I I I I I _ I I I r- I 11 I II■ I I I 1 I N I OO ' myI N N 96 11 1 25 SH EGRESS 11 1 11' 411 31 411 I ■ 1 X II _ _--- - - - - ;I 1 - I NON LOAD BEARING tr ■ `---------------------------------------------- ■ _ _ _ _■ ■ ■ _ _ — _ CONCRETE EDGE J ■ - - - - 10' 611 25 SH 25 SH 25 SH 51 511 20- 411 FOUNDATION 4 SANITARY PLAN 1/411 = 11 011 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL. PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACEDMAXIMUM 4' 0" OC O O ARKAY ENGINEERING INC. STRUCTURA/INEF RICHARD L. KFLORIDA LICE96 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER ib, SECTION 1609 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION V cm N Lo Z z M M � O Oo LL N W r 1? Lo N �z _ U Lo ch Z W W 0 LL w ccQ Z a N A m Lo 00 1 m M W LL O N — cM r� U1 � 1 � A � ccq %4 ;cq co to Z t� x a LPL Ica Lu Lu 0 Lu � Y ' d) E 'Q �Y w D LL 0 y.a — (L N w Cn 3 0 m� 1!1 04 1 N 6 Q lJ I Q m Ll.t � J 0 O Xw Q N PC-4 301=� ARKAY * 18683 e GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE SOIL TERMITE TREATMENT: 6TH EDITION AND THE 2011 FLORIDA BUILDING CODE -RESIDENTIAL 6TH EDITION, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. OF THIS STRUCTURE. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE FOLLOWING SUPERIMPOSED LOADS: SLAB: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN LIVE LOAD - 50 P.S,F, TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEAD LOAD - 10 P.S.F. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," ROOF: F A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE DEAD LOAD (TRUSS TOP CHORD) - 10 P.9,F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED) OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S,F, BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S,F, MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. WIND: INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA $gGKFILLING t COMPACTION ARE COMPLETE BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2,1,1, AND 2011 FLORIDA BUILDING GORE 6TH ADDITION SECTION 1609 ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - COMPONENT t CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS: BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE BUILDING EXPOSURE - B BUILDING ROOF OVERHANG ALL OTHER WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN BUILDING RISK CATEGORY - II ZONE LOADS COMPONENT ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE MEAN ROOF HEIGHT 30' OR LESS LOADS INITIAL TREATMENT, HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT - IA 1 N/A +32,3/-35,3 A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL ENCLOSED BUILDING DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT INTERNAL PRESSURE COEFFICIENT = +/- 0,18 2 -65,1 +32,3/-56,2 SHALL BE REQUIRED WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET 3 -110,6 +32,3/-8S.0 ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT ALL STRUCTURAL ELEMENTS, EXTERIOR 4 N/A +353/-38,2 WALLS AND INTERIOR WALLS SHALL BE EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE TYPE V CONSTRUCTION PER FBC 602,5 5 N/A +35.3/-41,2 WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS SOIL BEARING d COMPACTION: COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S,F, (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. BUILDING SIDEWALLS FOUNDATION LOADING. AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL AND WITHIN 12 INCHES OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. NOR PERFORMING ANY SOIL TESTING, THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION THE BUILDING LOADS. FOR FUTURE TERMITE INFESTATIONS FOUNDATIONS 4 SLAB -ON -GRADE: TRUSSES: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA, IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC, IS SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING, REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. COMPACTED AND TERMITE POISONED SOIL. EXTERIOR WINDOWS DOOR ASSEMBLIES: CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.L ALL EXTERIOR WINDOW t GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR "6 REBAR t 35" FOR 01 REBAR, ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER INSTALL ALL WINDOW t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE TO ACHEIvE THE DESIGN PRESSURES SPECIFIED. EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. ELECTRICAL, PLUMBING d MECHANICAL: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. MASONRY WALLS: ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. EXTERIOR CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I. "AFI" CIRCUIT, MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S. SAFETY GLAZING: REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: FOR "5 REBAR, 30" FOR Oro REBAR t 35" FOR 01 REBAR, (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE ASSEMBLIES, OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019). ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN INCHES ABOVE THE DRAIN INLET. PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE N THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE TIMBER MATERIALS: FINISHED FLOOR OR WALKING SURFACE. IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS "USP" OR "SIMPSON" CONNECTORS SHOWN. DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S SQ, FT, INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. MAXIMUM 24 OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GARAGE TO HAVE MINIMUM R-11 INSULATION PLANE OF THE GLAZING. GARAGE: REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305 FOR ADDITIONAL AREAS CHAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING, NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/8" THICK), OF SOLID WOOD, SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES. DRAFTSTOPPING: WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN, 1/2" GYPSUM 50ARD APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED I N SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT, FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305 PRODUCT CATEGORY APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL " STRUCTURAL COMPONET LCE4 SIMPSON FL 10446 STRUCTURAL COMPONET A5U66, A15U44 SIMPSON FL 10860 AC4, AC6 STRUCTURAL COMPONET HIO SIMPSON FL 10456 STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 STRUCTURAL COMPONET MBHA HANGERS SIMPSON FL 10852 STRUCTURAL COMPONET LINTEL HEADER CAST CRETE CORP FL 158,1 ROOFING ASPHALT GAF SINGLES ALL FL 10124.1 ROOFING UNDERLAYMENT GAF FL 10626,1 SINGLE HUNG WINDOWS NON IMPACT PLYGEM 1500 FL 16103,1 SOFFIT t FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1 EXTERIOR DOORS SWINGING PLAST PRO FL 11341,1 EXTERIOR DOORS GARAGE 91211 TO 1612" CLOPNY FL 5684,3 WALL SIDING EXTERIOR HARDI BOARD FL 13IS2.1 LAP SIDING LCLIENTNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE E DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF DELAY TO THE CONSTRUCTION ATTACH MINIMUM 3/411 P.T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING ,OS1 X 1 3/811 T- NAILS MAXIMUM 10" OC CAULKED WINDOW PEF WINDOW MANUFACTURE RECOMMENDATIONS T LOAD AND COMPRES FOR YOUR JOB LOCA 1/2" CDX OR 1/16" 085 ROOF SHEATHING NAILED PER ROOF SHEETING DETAIL WITH _ 8D NAILS, USE STEEL PLYCLIPS ,APPROVED UNDERLAYMENT WITH SHINGLES, SEE ROOF TRUSS PLAN 2X4 OR 2X6 WOOD SUB WITH ALUMINUM SOFFIT AND FASCI, TRIM SEE LINTEL CHART VINYL FRAME SH WINDOWS MASONRY S GRADE 6"1 GROUND WIRE TO FOOTING REBAR IX4 "2 PINE ATTACHi CORD OF TRUSS WIT INSTALL VINYL UNVE CEILING SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" AND WINDOW FRAME BLOCK WINDOW ATTACHMENT DETAIL NOT TO SCALE 1211 ENGINEERED ROOF TRUSSES 24" OC R-30 INSULATION IN ALL ATTIC AREAS 1/2" CEILING TYPE GYPSUM BOARD SINGLE BOND BEAM WITH (1) •5 REBAR CONTINUOUS TIED TO ALL VERTICAL RODS 3/4" P.T. FURING WITH 3/4" TUFF R (R4,5) INSULATION BOARD AND 1/2" GYPSUM TYPICAL 411 CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 105 VERTICAL RODS FROM OLI o'FOOTINGS TO BOND BEAM WITH 25" LAP MINIMUM .1' 16" X 12" FOOTINGS WITH 12 (2) 05 REBAR ON CHAIRS BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE SI O'I BLOCK WALL DETAIL NOT TO SCALE RU55ES SIMPSON HIO, FILL NAIL HOLES WITH 10DX 1 1/2" NAILS FLOOR PLAN PSON LCE4 AT CORNER POST AC6 AT ALL INTERMEDIATE 5T TO BEAM CONNECTIONS, FILL L HOLES WITH IODXI 1/2" NAILS 6 X 6 P,T, WOOD POST SIMPSON ABU66 WITH 3/4"X5" EXPANSION BOLT IN SLAB AND FILL NAIL HOLES WITH IODXI 1/2" NAILS PORCH SLAB [, 411 GRADE H 1211 1611X12" MONO FOOTING WITH O O 2 •5 REBAR ON CHAIRS 1211 REAR PORCH POST 4 5EAM DETAIL NOT TO SCALE GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. CEILING RAFTER I� ALL TRACK AND HARDWARE SECURED PER MANUFACTURE SPECIFICATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION MINIMUM 2X6 P.T, SIDE PLATE ATTACHED TO BLOCK WALL USING 1/2"X8" ANCHOR BOLTS OR 5/8"Xl" EXPANSION BOLTS 4 EACH SIDE. ATTACH TOP 2X6 WITH 2 3/8" T NAILS 16" OC GARAGE DOOR ATTACHMENT DETAIL NOT TO SCALE IX4 02 PINE ATTACHED TO BOTTOM CORD OF TRUSS WITH (2) IOD NAILS. INSTALL VINYL UNVENTED SOFFIT AS CEILING SECURE BEAM TO TOP OF 4X4 POST WITH (1) SIMPSON AC4 POST CAP AND FILL ALL NAIL HOLES WITH IODXI 1/2" NAILS, SECURE POST TO BLOCK BASE WITH SIMPSON A51.144 POST BASE WITH 5/8"X6" EXPANSION BOLT AND FILL NAIL HOLES WITH IODXI 1/2" NAILS iv SEE ROOF TRUSS PLAN FOR TRUSS TO BEAM CONNECTION SEE FLOOR PLAN FRAME AROUND POST WITH 2X4 P.T. FRAMING AND COVER WITH HARDI TEXTURE SHEET SIDING 16"X16" BLOCK BASE 30" ABOVE PORCH HIGH FLOOR WITH (4) •5 VERTICAL REBAR FROM PAD BELOW, POUR ALL CELLS OF COLUMN WITH 2500 PSI CONCRETE O BOTTOM OF FOUNDATION 24"X24"XI2" CONCRETE PAD WITH (3) MINIMUM 12" BELOW GRADE 21011 05 REBAR EACH WAY, CENTER PAD ON COLUMN LOCATION FRONT PORCH COLUMN < BEAM DETAIL NOT TO SCALE rJ' -Ou 51-0u ROOF EDGE O tll O tQ GABLE END 1 I 1 I 5 -o PARTIAL ROOF PLAN ' -0 ZONE Oj ad RING SHANK NAILS AT 6" O,C, AT EDGES ad RING SHANK NAILS AT 6" O.C. INTERMEDIATE ZONES 2O 3� ad RINGSHANK NAILS AT 6" O,C,, 4" O.C. AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF SHEATHING NAILING ATTACH MINIMUM 3/4" P.T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING ,091XI 3/8" T- NAILS MAXIMUM 10" OC, CAULK DOOR FRAME MANUFACTURES RECC NOT TO SCALE SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION, ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT DETAIL NOT TO SCALE ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS ` RICHARD L. KID Y P. FLORIDA LICEN E NUMBER 31236 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 13S MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION co zu " LO ch Z c') Q O r-I O o tnJ N L}L>0 � F— � z Il N Q U ul � Z W xMx 1-1 U) Q Q Z cn Wow fzl F� � A z a N m N u? Cofy CO 04 M W 2 U_ U_ U_ Z) O CV 00 C'M rr ccl � MN �Wm m NQs 9) o I C `p ccq��� m CO Z u- xfa N LL 0 cu *�.13 z Qi -4-9 Q) ILL 0 z ui n Q O -0 V -13 9T Y43 0 -13 `° Q) 70CoY W '4 u- CO c- w �o-0 C Q) 00 � QN� 01 3 fV 04 1 z N O Q Q z 1!1 O nu l--t n la-1 O IL V 3 UJ N l 4OF1 ARKAY 18683 n 2 2 X4 NAILERS (TYP,J a t 2"X4" VERTICAL SCAB m 48" O.C. (MAX,) CONN. W1 4-16D NAILS o 2" X 8" RIDCsE BOARD TOP t USP "RT3" OR SIMPSON "H3" HURRICANE CLIP AT BOTTOM, CONT, 2X4" 2" X fo" (02 YELLOW PINE) RAFTERS O 24" O.C. USP "RT3" OR SIMPSON "H3" HURR. STRAP 0 EACH END USP "RT3" OR SIMPSON "143" HURR. STRAP s 48" O.C. TYP. 2" X 8" RIDGE BOARD SIMPSON H3 FRAMING ANCHOR TYP. 7 jr /— ROOF SHEATHING VERT, SCAB BEVEL CUT TYP, \_4-IroD TOE NAILS a CONT, 2"X4" RIDGE BOARD END NAILER TYP. (2-16D NAILS PER TRUSS) USP "RT3" OR SIMPSON "H3" HURR. STRAP g SECTION "All -"A" 46" O.G. TYP. END NOT EXPOSED TO WIND ROOF VALLEY DETAIL NOT -TO -SCALE 2x4 GROSS -BRACING 0 RIDGE 1 20'-0" MAX 1 7 ENE Ill�f�WHO SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RACING PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING _ AT ALL ROOF CHANGES AND SIDE WALL AREAS PER FBC 101,2,5 /R103.1.5. 103,8., 903.2 AND S05 PLACE ROOF CEMENT COATING AT ROOF DECKS EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" ROOF NAILS 12" OC 0 co 0 o ° 0 ° 0 0 0 SIDE WALLS OR CHIMNEY WALLS MINIMUM 8"X8" 26 GA ANGLE FL OR STEP FLASHING, SEE NOTE o ROOF DECK AT SIDE WALLS ?USSES BELOW SHEATHED RIOR TO VALLEY FRAMING ISTALLATION, X 6" (02 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS TOP/BOTTOM CHORD GABLE 1END BRACING A 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) Ul m a CONT. BOTTOM CHORD BRACING (I"x4" MIN.) o 10'-O" MAX, TYPICAL ROOF FLASHING DETAIL NOT TO SCALE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS. OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION C a 1A' All 24' 4" 24' 0" 2' 411 24' 0" 20, ;n N O Xn to a !Y Iu a �7 71 wI 2— z USE (I) SIMPSON HETA20 STRAP AT EACH SIDE OF TRUSS AT EACH END POURED IN BOND BEAM, FILL NAIL HOLES WITH IODXI 1/2" NAILS - - USE (1) SIMPSON H10 CLIP AT ALL TRUSSES TO WOOD BEAMS, FILL NAIL HOLES WITH ]OD X 11/2"NAILS ----- ----- ----- ----- ----- --- ----- ----- - -- -- - ®- -- — _— — _— — _— — -- --� = - = -- - -- — — — ---- 1 1 111 I USE (1) SIMPSON HETA20 STRAP I i AT EACH SIDE OF TRUSS AT EACH , , END POURED IN BOND BEAM. FILL NAIL HOLES WITH IODXI 1/2" NAILS 1 , , I I I - III ------------- - - - - - 1 1 I I 1 II 1 I I 1 1 I I N'1' 1 I I 1 =_ d) (L/ w � a N K USE (1) SIMPSON HF-TA20 STRAP AT EACH SIDE OF TRUSS AT EACH END POURED IN BOND BEAM, FILL NAIL HOLES WITH IODXI 1/2" NAILS GIRDER TRUSS X0 IN ERI RCS AUL ISSO ED / / i RID LC s / E LINE T PROVIDE TO EACH STUDDED COMMON TRUSS SET AT TOP ODF FIRE WALL AT SIDE o" VER1 oolor ED N P It, \ \ \ \ USE (1) SIMPSON HETA20 STRAP AT ONE SIDE OF ALL ROOF TRUSSES AT BLOCK WALLS THAT DO NOT HAVE A SPECIFIC STRAP CONNECTION CALLED OUT, FILL NAIL HOLES WITH IODXI 1/2" NAILS. ULTED CLGS FALSE GABLE TRUSS1H I I I __71 TN 22' 4" 32' 0" 20' 4" ROOF TRUSS PLAN 1/4I' _ III oi, L) M N z z M c')o� o O o J N LL I,- z F_ c' N C7 U Lo m g0Q W p WQ o co A a 0 N �_ M 04 00 1 M rn 04 eM W 2 Ucjj _ LL �0 N 00 cM r- r \06 wc" ct1 � crl `A co 0 0 c') Z x N� id) V 5 L. Z 0 Q) c: O LL Z > Q� Lu L. 0 Z . ,� Q. 7JU A) Q) 1 L W .Q LL -1 0 (LNW u Q Z ct) } W ff ttl N 6 d w zzm Q Q ARKAY ENGINEERING INC, STRUCTURAL ENGINEERS RICHARD L, KID EY P.r FLORIDA LICENSE NUMBER 31296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION Iro09 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION `I FG 50E-1 ,4p,<4 ' # 18683 Y A THE CLIENT UNDERSTANDS TWAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L055ES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION GENERAL LOADS / UNIT 01 TYPE OF LOAD LIGHTING LOAD 2023 SQ FT X 3VA 6069 SMALL APPLIANCE LOAD 2 CIRCUITS X 1500VA 3000 LAUNDRY LOAD 1 CIRCUITS X 1500VA 1500 LOAD LIGHTING, SMALL APPLIANCE, LAUNDRY FIRST 3000VA X 100 q LIGHTING, SMALL APPLIANCE LAUNDRY REMAINING 1569 VA X 35 q LARGE APPLIANCE LOADS ELECTRIC RANGE NOT OVER 12 KVA CLOTHES DRYER WATER HEATER HVAC HEAT TOTAL VA 10569 TOTAL 3000 VA TOTAL 2650 VA TOTAL 5650 VA 8000 VA 5500 VA 4500 vA 6000 vA TOTAL 24000 VA TOTAL vA 28650 VA CONVERT VA TO AMPS 29650 DIVIDED BY 240 VOLTS 124 AMPS GENERAL LOADS / UNIT "2 TYPE OF LOAD LIGHTING LOAD 1881 SQ FT X 3VA 5661 SMALL APPLIANCE LOAD 2 CIRCUITS X 1500VA 3000 LAUNDRY LOAD I CIRCUITS X 1500VA 1500 TOTAL VA 10161 LOAD LIGHTING, SMALL APPLIANCE, LAUNDRY FIRST 3000VA X 100 q TOTAL 3000 VA LIGHTING, SMALL APPLIANCE LAUNDRY REMAINING 1161 VA X 35 3, TOTAL 2506 VA TOTAL 5560 VA LARGE APPLIANCE LOADS ELECTRIC RANGE NOT OVER 12 KVA 8000 VA CLOTHES DRYER 5500 vA WATER HEATER 4500 VA HVAC HEAT 6000 VA TOTAL 24000 VA TOTAL VA 2S560 VA CONVERT VA TO AMPS 20560 DIVIDED BY 240 VOLTS 124 AMPS ELECTRICAL LEGEND 220 V G.F.I. 110 V 110V LIGHT GROUND FAULT RECEPTACLE CAN BE CEILING SWITCH OR WALL (TYP) IIOV 50 CFM'S BATH FAN CEILING FAN 110 V WP 110 V SMOKE WATERPROOF DETECTOR OUTLET CEILING CARBON FAN W/ LIGHT O MONOXIDE O RECESS CAN LIGHT UNIT c7D EXTERIOR 05L FLOOD ELECTRICAL PANEL VV VV TELEVISION FLUORESCENT FIXTURE G.O.O. ® PHONE (rn (� WALL SCONCE � ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN IOb" OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. VERIFY FLOOD LIGHT SWITCH LOCATION WITH ONWER T® U Cs1=NTf V ,/ \ I [ I LEI] i z r V / / / / / (LLL / PH. TYPICAL ELECTRICAL RISER DIAGRAM 3 - 2/0 THHN CU FEEDERS 2" GALV RISER I METER GROUND PER N.E.C. 16 GROUND NIPPLE CONCRETE ENCASED "LIFER" ELECTRODE REQUIRED PER CURRENT N.E.G. AND MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT I I I I I' 1 1 I , WP'' LLtt I GFVI11 GF GF PH_ / 1 °"--°----------1$-- I / 1 O O I / I 1 , 1 LL 1 0, n , TV. U I J{,7l JGJo 1 I 1 I F - - - - - i 1 I VJJ�/ I 1 \ I (I I� 1 O O , LL wa�wa� M VERIFY FLOOD LIGHT SWITCH LOCATION WITH ONWER IL F id I 6 l7 / TTICf STAIRS I / I 1 3 LL ' I 1 I I 1 I 1 1 PH. 1 o TV. PH. TT 1, ,l I I I oL — — — — — — — PH. O �` J ------ I LL I 1 I \---------- '-w --------------- LL / I PH. ® - \ 1 WEFT--- P �\ - --- -- -- - - - - - - - I ELECTRICAL FLAN 1/4 = III oil I 1 1 I 1 I 1 1 / i ARKAY ENGINEERING INC. STRUCTURAL ENGINEERO RICHARD L. KI /EYP�.E, FLORIDA LICENSE NUMBER 31296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION I6O9 OF THE FLORIDA BUILDINGS CODE 2011 6TH EDITION AND ASCE 1-10 FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION M Z u " Lo M z M OIx F- O J CV z LL L9 CO �Lo >m — N Q Lo � Z w w '-' Q Z m w— W (f) ~ A Z a N m N I 04 m O cM 2 U_ LL LL �O N cotn M r. r �Mcr�V dJ to cil Mvo �• to U z U- to IN L ., uom : i z Q) - -4 0 W � U Ll Z Q) Z ca 0 � U ' iu n 0 �-UJ �(L L O Q) W c 0 rta W .Q Q z 0 c } W ff O i� tV (V N 6 Q 1-- Q ca 0 &pf=-I ARKAY N 18683 6 M ZU N ch z "' Q 0rz- 00 cn J N LrL (` ~_ 19 z Lo N U Lo Z W cxe) c'n W y" W � U) Z a- N A m co 00 � m 0) Lo M W 2 Ucfj _ LL U- O N 00 —(y) rr— Al � N Q) m%Q�� m 0 z LL x L- tia - go L � ,N 0 vm, W L —� Z lei QLu _U ' Z � L a- O W V 17— 0 713 Y " 0 Co 1 lY -15 Q) %Q — t L 'Q �mOY 0 of 0 z 0 ul ff O r m N Z `\` O � p La d Q � O El lOX6X6 \ Lu \ 100 CFM � (� � u la \\IO� fo O O6 100 CFM 100 CFM Lu \ � 0 0 Lu —�}- lOX6X(o IOX6X6—L- 100 CFM 100 CFM Lu ---------------------------------- _------------------------------------------------ ARKAY ENGINEERING INC - --- -- -- -- -- -- -- -- -- -- — - - - - - — - — - — - — - — - — - -- -- -- --- -- -- -- -- -Lm ER Ed STRUCTURAL ENGINEER _ MECHANICAL FLAN 1/4 = 1O" RICHARD L. K EY P.E.FLORIDA MECHANICAL CONTRACTOR TO VERIFY ALL DUCT UNIT SIZE. THE MECHANICAL DRAWINGS ARE LICENSE NUMBER 3�296 FIG NOT A STRUCTURAL PART OF DRAWINGS AND MAY I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER OF WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION 01- THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE RECORD ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE DRAWINGS, BUT IN THE EVENT ERROR& OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF BUILDING 2011 $UILDINCODE RESIDENTIAL 6TH EDITION A�M 18683 OR DELAY TO THE CONSTRUCTION - - r� ii a