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331 10TH ST - FRAMING DRAWINGS (2ND FL)CODE REVIEIU: GENERAL 5GOPE OF WCC AREA of OPENIW-s EDGE STRIP (5) INTERIOR ZONE t43 REMODELING OF REAR HALF OF HOUSE AND 'ADDING NEG. POS. NEG, 0 TO 20 5F. 18.3 A SECOND STORY ABOVE. 18.3 -19.8 20.1 TO 50 Sr-- 17.5 -22.5 APDL.IGA5L.E G0DE5: -19.1 LOQ" 11 , LOT 15 , LOT 13 5th EDITION FLORIDA BUILDING CODE -18.0 100.1 TO 200 6F. 15.5 -19.1 15.5 5th EDITION FBC - ACCESSIBILITY 200.1 TO 500 5F. 14.1 -17:4 14.7 -163 5th EDITION FW, • EXISTING BUILDING 18.3 -24.5 15.3 -19.8 .� 5th EDITION FLORIDA MECHANICAL CODE 0 ul Z 2011 NATIONAL ELECTRIC CODE AND NEPA 10 W0 Q�� Q N LL 5th EDITION FLORIDA PLUMBING CODE oUoy sp s- 2 yL U �,i N t = N N 5th EDITION FLORIDA GAS COPE 'O I 50.W I 5th EDITION, 2014, FLORIDA FIRE PREVENTION CODE 7f.V O; pWDCrydOC:U T %I" PE OF C✓ V 1 5 # i '`turf' C I ! 0I `l : Q. LOT 18 , LOT 16 1 Lion" 14 5OUARE FOOTAGE GALGULA-r10N5: LLJ[ � HEATED ADDING 928 SF. NTD. 4 361 SP UNHTD. DEIGN w --- _� A. GRAVITY' LOADS: ROOF LOAD RAFTER LL - 20psf DL = 1psf m z w, N 0 3 Q 0 � � W CLNG JST LL = 10125f DL = 5psf W » I L 0 N LOAD LL 30psf + DL 12 psf - 42psf FLOOR LOAD FLOOR TRUSS LL 40psf + DL 15psf = 55psf I x sTING #ff I BALCONY LL oOpsf + DL 15psf = 15psf FI E. 1 ST, RAGE B. LATERAL LOADS: WIND LOAD = 130 MPH, EXPOSURE B, ENCLOSED C0N5Tf RUGT 10N NOTE i � THE NEW SOUTHERN YELLOW PINE LUh-15ER DESIGN VALUES HAVE BEEN USED. LEVEL OF ALTEfRATION: a 2 5TOf'"'' PER F5C, "EXISTING 3UILDING", SECTION 405 1 -I-I ON THIS RESIDENCE 15 LEVEL 2. WIND PRESSURES ON WINDOWS, DOORS 4 SOFFITS (psf) 130 mph, Exposure 8, ASCE 7-2010 AREA of OPENIW-s EDGE STRIP (5) INTERIOR ZONE t43 POS. NEG. POS. NEG, 0 TO 20 5F. 18.3 -24.5 18.3 -19.8 20.1 TO 50 Sr-- 17.5 -22.5 17.5 t` -19.1 50.1 TO 100 6F. 16.4 -20.6 16.4 -18.0 100.1 TO 200 6F. 15.5 -19.1 15.5 200.1 TO 500 5F. 14.1 -17:4 14.7 -163 Soffit Deslen Pressure 18.3 -24.5 15.3 -19.8 .� Z 0 BASE DE5lCxN PRE55Uf't !:�•lw CxCp i = t0.18 I r i HEADER LE13EIND f2) 2x& - 1/ 2 HEADER/BEAM CALL -OUT NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL NUMBER OF PLIES IN HEADER ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH I 51TE CALC510 NTH ts i WE7 40 R/W 0 LANID - I,E�oo 51= 5TOf;RAC:;E 212 51= �40U5E 10 2 51" 1REAR FATIO 200 51= EXITING FLOOR PLAN FfRO T FCFRC�4 2 (ol 51= 1 TE W/ DEMO SCALE: P = 20'-O" TOTAL = 2 31 51= 910 OF 51TE COVE RAGE- = 33.151o" COMMUNITY DEVELOPMENT APPROVED I ® i rr��U ■ Qm Wo cl n EO 0�O Z N �,j� ,t cv `t .� 0 © la z 0 Q W�� t �{ L] 0 W W W WVL (p UJJ© O J = Q � , .� Z 0 ul Z mi Ej D C1 W0 Q�� Q N LL oUoy sp s- 2 yL U �,i N t = N N 'O d U O O N a T-�p � �� y L O •_ O U S N O 6¢ 7f.V O; pWDCrydOC:U Q. i-` LLJ[ � w --- _� m z w, N 0 3 Q 0 � � W D tY W » I L 0 N t (OX6 ON 451.166,8'-431. YPICAL 8 --I 8 8 8 s 8 8 \ 20"x20'x8"deep DOWN SLAB S"X6" I * 5 CONT. FTG w/ 3) * 5's ea. way El El 1771 m 4 ' CONC. SLAB REINFORCED w OR F15ERMESH ON 6 MIL VAPOR BARRIER OVER O _ COVERED PATIO TERMITE TREATED, CLEAN, COMPACTED FILL,01 8 8 I ---——————————— --- 6068 5L. GL,`DR - —IN C2) 2X10 /3 —N UPI L i I PRECAST LINTEL z 1 D UJN ---- ------------- 24"x12"deep R R 2068 Em - — — — — I►�FTCs w/ (3) * 5's conk. 1 I TURN DOWN SLAB 4" CONC. SLAB ------ ------ REINFORCED W/ ---------- m 36 HIGH/WALL � `- PORCH ----------- EITHER 6x�o JOAO WWM OR FI5ERMESH ON ::6 N e Q #4 DOWELS FROM NEW MIL VAPOR BARRIER A INTO EXISTING OVER TERMITE S I I C� SLA15 E TREATED, CLEAN, x AT 32 O.C. DRILL AND�� EPDXY EA. REBARi 5.. COMPACTED FILL. 61 U�l m -' MASTER i'-2' EMBEDMENT W/ - hel BEDROOM SIMPSON 2 -PART PR 300 5 -HUN ° EPDXY. EXTEND A GREAT ROOM m MIN. OF 20 INTO NEW CxRE R (i Q m $LAB. (2) 2X10 2/3 Q 0)W AN- N ° OFFICE Q a Z N l'I Ow El Q m J 0Z �Q J -----------------------_ -- -------- � 9P_pll 8 m n 0'-4 1 m a) � N2 2 20"x20"x}2"deepW a i, TURN DOWN SLAB IFTG pu w/ (3) * 5's ea. way2808 m 2668 �- o m �f P 20ro8 POCK T J ,m ---- — — —� POCKET NU N N o 4 m 16 _331 � U ° — — ' ® t01 2 30 � � d' _ ® _ HENT 1�, i N l� 2068 `Q m - W W 1 2468 W w w �A BATH I MARK e4zll PocKE N Z 01- o�° =1c a r 2468 2468 5 - ul fZ NEW 42" COUNTER > — — — — --- -- Z � - — AHU 7 ° O�tttt SIN i� ❑ ai Lo V -W D. MASTER 4030 Z ° 0 Se —�N P 668 BATH FIXED p 0 ° N u 7 X 0 Z �° Q W. D. UJ. ° W Q o D a STUDIO e ItCHEM AHu l Q N _ 2468 � �' � tJi_ Q r w 24(8 cs� U 7' -1211 O PR 4 68 NIL 2020 —ICV —,� FIXED _ <t MURP EY BED d 51 -IEC /INCs — — OWER O C C 0°3moo,c„ .- cam• 4�6 ii s � GONC SLAB W1 FIBER MESH OVER � ° � N "' MIL VAPOR BARRIER OVER CLEAN, ; I o N ° ° Q) ° � 'a i O -O O� .O ' H p �' WELL COMPACTED, TREATED FILL 6'-�" 6'-1111 ro'�9" kUF. °� o_ a 91 — — — — — _ O d O O- .. .: ;. � N 31 6 c 6 MIL VAPOR BARRIER PANTRY ° ° ° L ° _ o = ° A COMPACTED CLEAN GO P ED f ° °' a°Q o o_ -o o� 16" SAND FILL 01 I (2) #-5'S CONT INTEFRIOR 5EAFRING SCALE: 1/2" = 1'-0" I IIII a NN \ I—Lu_L LuLIVING �\ I 4-3 52YER �\ PORCH A o Q N 3 3 aoafl> ff w a a <1 SF CALCULATIONS � EXISTING HEATED SF 1831 SF Y EXISTING UNHEATED Sa6'sFOUNDATIONFL�� NEW 1st FLOOR FLAN NEW 201 FLOOfR FLAN 5CAL1=: 1/4 1-O 5GA<-E: 1/4 NEW HEATED SF 2,159 SF II = 1'-O" SCALE: 1/4" _ 1'-01 - NEW UNHEATED 5F 628 SF REVISION I BP# %Z-� p 3 o DATE -2-11-3 / t SIGNED yN w 1r✓"' -I1" 18'-0" T x6(ICAL) l2 PT. 2x 'S SI PSON to SGALE: 1/4" = 1'-O" I I I I I I I 1 l I PTST TO Ik3EAM II PT. 2x6 RAFTERS a 24" OC. II If S"PSO $2B, "TIER tcp BEAM,4 L S26 TO LEDG ER �4 Pt. x8 LE (31=R, F STENE t0 W ALL W/ "x Y4" L SAT 32" O N. — (2) 2x100 S L ASt LI TEL 71 tIp - P cls ROVE. II GU FROM x4, SLC PE EPERS AT I W N ENTE EAT w/ 3/3r A A S AN WATE w/ PL -DEK 0 y,r('� u J r 1 Q N N �0Z D3 a❑QN r . — — o o u W�un � N 16 FL OR TRUSSES 24" o SPECIAL F OOR TRUSSE16LL Q U �U O L 6x6 OL OCC4 W — — — — — — =.N ql W W UOO AB -i II N �-iz� ROOF BUSS S a 24" oc. I N (3) 1%" x 12" LVL.; z 04` r 1 000 IJ Z a Z ri❑N L— — -- -- -- — f1/ O j I I I W LL Q��� � Q N - -- -- -- -- - -L, LQ AHU I I I '� I FLOC R TRU SES 4"oc. i 16" FL OR TRUSSES w 24" o I N N�- 0 3 0 -{ — — — — I- E U 3.2 F N - L- — —. — — — — — _ — —. — — _ — — — — — -- — — — — — — — — _ — — — — ..� O 3 o c a°i - - ID IFl` I -I c a o L o VER FADER n 1. � a °Q o� �' as U� W/ ARCHITECT— 31 � 2X8 AFTElRS 624" OC: MATCH R t0 FORM dp.ICKET EXIST. OVER -FRAME SGALE: 1/4" = -0" fROOF P f RAM INN FLAN SCALE: 1/4 = l'_O" E- } I M z N Q N 3 ul 0 0 Q w 0 w <1 Q e !. - REVISION LL BP#. �`S /2-0 305 F O DATE / ! 3 2.0 w sIGNEa m z ulILA- ul Lu \Y /I CID LJ-µ LIVING i--- SGALE: 1/4" = -0" fROOF P f RAM INN FLAN SCALE: 1/4 = l'_O" E- } I M z N Q N 3 ul 0 0 Q w 0 w <1 Q e !. - REVISION LL BP#. �`S /2-0 305 F O DATE / ! 3 2.0 w sIGNEa m z ulILA- CODE FREVI : ARSA of OPENING EDGE STRIP C5) INTERIOR ZONE (4) GENERAL SCOPE OF WORK NEG. POS. NECK. 0 TO 20 5R REMODELING OF REAR HALF OF HOUSE AND ADDING -245 18,3 20.1 TO 50 SF. 173 -22.8 A SECOND STORY ABOVE. 50.1 TO 100 5F. 16.4 -20.6 16.4 -18.0 APPL IGA5LE CODE5: 15.5 LOT 1-1 , LOT 15 , LOT 13 - 5th EDITION FLORIDA BUILDING CODE 14.1 -11.4 14.1 -16.3 5th EDITION FBG - ACCESSIBILITY 18.3 -245 18.3 -19.8 U 5th EDITION PBC - EXISTING BUILDING 5th EDITION FLORIDA MECHANICAL CODE m 1f=- 2011 NATIONAL ELECTRIC CODE AND NFPA 10 5th EDITION FLORIDA PLUMBING CODE 5th EDITION FLORIDA GAS CODE 5th EDITION, 2014, FLORIDA FIRE PREVENTION CODE I 50.00' 1 T*PE OF CON5TRUCT I ON T�-PE \." E5 LOT 18 i LOT 1& 1 LOT 14 &aUARE FOOTAGE CAL C;UL AT I ON5: HEAVED ADDING 928 SF. HTD. E 361 SF UNHTD. DE61GN LOADS A. GRAVITY LOADS: ROOF LOAD RAFTER LL- = 20psf DL = -Ipsf CLNG JST LL 102sf DL = 5psf TOTAL LOAD LL 36psf + DL 12 psf = 42psf FLOOR LOAD FLOOR TRUSS LL 40psf + DL 15psf = 55psf I ING IESTORY 1 BALCONY LL 60psf + DL 15psf = 15psf FRAME - STORAGE B. LATERAL LOADS: WIND LOAD = 130 MPH, EXPOSURE B, ENCLOSED 1 1 CON&TfR QCT I ON NOTE THE NEW SOUTHERN YELLOW PINE LUMBER DESIGN VALUES HAVE SEEN USED. 1 t LEVEE OF �4��`ERATION: >< 2 5TOfR"T- IQ� PER FSG, "EXISTING BUILDING", SECTION 405 l �t THIS RESIDENCE IS LEVEL 2, ■ WIND PRESSURES ON UJINDOWS, DOORS $ SOFFITS (psf) 130 mph, Exposure 5, ,ASCE 7-2010 ARSA of OPENING EDGE STRIP C5) INTERIOR ZONE (4) POS. NEG. POS. NECK. 0 TO 20 5R 18:3 -245 18,3 20.1 TO 50 SF. 173 -22.8 50.1 TO 100 5F. 16.4 -20.6 16.4 -18.0 100.1 TO 200 SF. 15.5 -1J.1 15.5 -11.1 200.1 TO 500 5F. 14.1 -11.4 14.1 -16.3 5offit Design Pressure 18.3 -245 18.3 -19.8 U m 1f=- BASE DE51GN PIRF55URE 15.50 G cpi = t0.18 } _ 1 1 HEADER LEGEND (2) 2x6 - 1/ 2 HEADER/BEAM CALL -OUT t� NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL NUMBER OF PLIES IN HEADER ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH 51TE CALC5.v 0 NTH BEET 40IR/W L ANS = 1,500 5 &TOR GE 212 5 _ HOUSE 1852 5 REA1R FATIC 200 5 /�j� _j �} EX15TING FLOOR PLAN FRO VT FOfRCH G (ol 5F 5 I TE FLANLU/ DEM05GALE: 1,4° 11-011 SCALE; 1" 20'-0' TOTAL 2 X 31 6F_ 10 OF SITE COVERAGE = 3-3,190" COMMUNITY DEVELOPMENT DENIED l Y REVISION 13P# S� DATE _. j SIGNED .� ci U 0e .Q�W'D 30 Z N Q aMa cq 0 -QM E J to z a 0 J 0 Ln W IT in QJ � LLM oU w WCA rr�nwW� UJJZ > Z z E 0 0dEll (� Z ° D V 60 L3 WQmi N Q LL Q OC U N VO1 a s U O V 3 p 3 O O L N C y s . _ a Ta E� NL O•U p L Q N D O 6 Uo o c � 3u a30� aci,�: ao coo c U T .O 3 N O N IV N N N 0 C U N E �N O G tlJ } m In Z N f o 1.L Q ' 3 oo�Q> W �� m o � V f-� W w U m 1f=- } m In Z N f o Q ' 3 oo�Q> W �� m V- 4Z 20"40"x8"deep -TUM DOUJN SLAB S"X ,, w/ 1 . 5 CONT.— — — — — — — — — _ — — FTG w/ (3) " 5'e ea. way 101 � - � REINFORCED UJ/ EITHER 6x6, 10/10 WWM � � CONC. SLr4B RE ® 0 OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER i COVERED PATIO p o'- 11 TERMITE TREATED, CLEAN, COMPACTED FILL. J ---------------- PRECAST LINTE ----------PREGASTLtNTEL z S1 :32008 --- I 24"x12"deep `t R I I I ( I I -------------------- I �'" PTCxw/(3)"5'eCCNt. � --- TURN DOWN SLAB 4" CONC. SLAB REINFORCED W/ -------------------- EITHER 6x6 10/10WWM I m OR FIBERMESH ON 6 1 MIL VALOR BARRIER I #4 DOWELS FROM NEW OVER TERMITE SLAB INTO EXISTINCa TREATED, CLEAN, AT 32"O.C. DRILL AND - COMPACTED FILL. EPDXY EA, REBARt 5,, i EMBEDMENT W/ I �- SIMPSON 2 -PART I -r w EPDXY. EXTEND A � ' GREAT ROOM MIN. OF 20" INTO NEW ' SLA5. z Z e- g _g, 0'-42'1 5,_.121 m j = ----- _—— _--_----------�— 20"x40"x12"deep a TURN DOUN SLAB I z FTC% w/ (3) * 5'e ea. wag 2808 PR 200 0 -----� POCKET � l0'-33' - 0 u0 10 ol N 11 20(o8 d) 5ATH00 4 NEW 42" COUNTER ®----------- LJ D STUDIO KITCHEN ¢- VW ®rl PR 4 08 NIL rlURFI4EY BED__l `t SHELVING NEW 2nd FLOOR FLAN SGALE: 1/4" = I'-0" HE —D 0 ,� B REVS �L ; r x T ul U r� Q CC9 L N Ui 0 Z N W 0 ,{ N 0 `1 �.. 0 N 0z Q 0 J �oou WlinO U W _0� W LL, W �, go Yi O J z 3 0 a) © ul W t�. 0L3 � N �03 � N _ LL Q s _N 0 O O O C ++L ,UO GN3VCJ NU � O to +-' � a.+ N N d 'O O !� 6 •C j= c� O O C3 - 0-0�- a E NL N OY O — y 0� N tQ U V..0 O � O� 7 • TO -O N" O. to O x �•5�p0 N'0 � C C 0 O O TN Nr n.N 9 �«+> CO V_O N v) w Q 6 .. O •3 G aOiO oaimc pc 0 E•aio 0 asc0:5 II�N O v� �^ T— V r 0 ,� B REVS �L ; r x NEW MATCHING SHINGLES ON PEEL 4 STI -K ON A.P.A. -1/16° 5HEATHING WITH 56 RING5i4ANK NAIL5 AT 4" O.C. ED GES 4 511 O.G. IN FIELD: T-11 OVER 15 *FELT MEMBRANE ON Y6 RATED 5HEA7H1NG NAILED W/ UIQ d NAILS �� 1 i� '' I, - : 11: i, 11 L_I-. _1..'�....I �I_' 1 II''�' 1: u �. ._.._L__� � L�:_ _ �-1- �_ _ � , I I 1 I I II1 I I I I I _-, 6 o ON A L EDGES AND 8 IN 11,1 .I 1 11 -it rIC II J -Jia-I_ ' _ J_,- 11.11_ 1111- L.J.I-�1,�_i_ L11 !L!.1L,L1..:_,_� 1,�L,_!�L 11__ l 11.,J-.� � I L„i1-L ..,-�i_11 .J__l._l _, L �_1_._ L_ � L1,, LL - ,1 1 I I—` I I I I r 11 I',' i 1 r�iLp. I'1-1 1. 1 1 II 11 L i 11 'L 2 II I h , _I I _l�_1-�� _1�_ �.� .__ ..._1.- 11 I I 1 I L I I � I: 1, 1 11 : I : I III I 1 I I 3 TYPICAL :: � I I. I 1 1 I __ • :. I L�.L_ 1�iJ----._L�_l_ �Ll---L._L,. __l~-,� �- _ 1. L LL I 1 1 1 1 11 1:. 1 1 1 I : ! 1 . I I � � I � � I '• I I �. 'l l i I L b I I � I!! I i I U I :, I I I, I- 1 ; II I I it 11 I 1 �, � ': � 11 I I I � :: ! i ( 1 11 _ _ _I , 1 � - L._�_ L_ -_t-L.__ _ �_ l 1__1� �1_I _.,_1�1�_\��LL_...�- LL.�_ 1_L:_:, L1_L-_-.,-_ .� L1 _\ � �� t LI J, I 1 1 1 1 I I I I Ll :I I 1 I I I i I' I Ll I I I I ! I 1 I I I I 11 ! I 1 : I I: I I 1 i, 1 1 1 1 I _ L I 1_. _ _��. _ �.)—�_ 1�J_L_ _� 11 �`{. L i �_:-Lt_ 1.1_L_: �LJ_�_ Lit1 1- I_� _ -1 _.�J. _ �� i � -.�L._ _�__ aL1�. __u_La 1 a_L-LL_L�-- �.�_1� 1, _ ll � .L 11 L 11 : : � :. I � i I � i 1 � I I : I ': I I I I I I EW] I i I I' ' I 1. � ; I •�' �- 1I1 n 11 III .l I: 1 1! 1 !' : 1 I � I I _. 1 - - -1 1 _ LL1� I'I I _ _ _1L-._ _.�__I_. _J� _ __L _L_ _ �Lt: 1�1�_ �_�:J _}L��_ _�_ll. \J LI _�I_�L1L L1l �1- L�l� ___'__,IJ__:�_ __.A—L�-��—�.�_�_�t 1 _ L,. �, �. L L �� � C �i .� � : 1 I i I � I � : i I :• �. � I I I: i I: I I I [ELL! 1 ' I I I V I' : : 1 t, i.1 1 i II 1 II I I III _ _ _ L _ L_I l _J-iL-- --- Li.�-_ _���_ _J�..�. __lam._ _!-IJ_i.-, L_�--L.._ 1 _:_L....�_: ._�_ _..__._ J.�_. �I_:,. _: L�.__..-..,-..�_.._ � _. L_:_-, JJ__{�__. LL_1I-:.iL- ��_,�_ �-.� 1 -t.I- LI .l- 1L �. I�—��- :: I ii , i it P I - !:.I 1: �1.1 I„ I I I I 1 1 1 I _ # T1-11 SIDING ON 15 FELT MEMBRANE ON / d RATED SHEATH(NCz NAILED W 1@ I 1-0121-011 a , �6 1 I � a I 1 I 1 MATCI-{ NA SAN 8 IN I 1 NAILS AT 6 oc. 0 ALL EDGE D I I EXIST: I I 1 FE ILD. 1 I I I 1 1 1 I 1. � I H D FLAT STOCK ; 1 1 1 1 I r — i Ili u I i 1 1 I 1 1 II I ! 36 HIGH L f h H AIL I 1 I I i I I I 1 DR 1 I 1 I 1 ! 1 ■ i I I i I I ! ! i I 1 : 1 i I I I 1 i I i f 1 i U i r n ! v , : x I : i 1 1. i 1 � I i 1 : 1. r 1Ix 1 rI` I: I 1 1 I iko Q 1 1 0% W { r` ■ Ln ,�-,1 •w_:,L�L ._..r�-��_._�J I I I I i ; ! I , I i I N :, , II : I' ; I I i 1 i „I III O N _,_L_I __l�__. �_�Lll_�� C7 Z �. Ez HARDEE 1x4 J Q U - - N a LL ❑ — Ln W m N I1 � W EXPOSED 8 GONC. /7� I L OCK — I'-011 r U N qj 5L _ L+] = J - L� m cp 1 PT. rvx(o TfRIl 1ED w/ . r 1 _ 't U , V.1 HARDEE FLAT STOGK O L Ll W Cq W W rn W� oJ ❑ — — --- — -- LOEL Z I 0 ❑ 3 CO En : 1/ ” = 1'-0 SCALE: 1/4" 1'-O" Z � SCALE 4 % U 0 rio N 0 W�o a Q � 0� QN J Q � Q N 0 O O U U 0 O �- ti - 3 N 7 C E N t N U U O O N a.. 0 00a-='upNpuN Eu O ,_ N w m u o o a -0 c o w E .(0 av U+. NEW MATCHING SHINGLES ON PEEL " AT IN WITH i O }�' STICK ON A.P.A. -1,16 SHE H G DEVELOPMENT COMMUNITY �j 8d RING SHANK NAILS AT 4" O.C. trO���iY�� i IM EDGES d 8" O.C. IN FIELD. x'11 i R Q �T E : 1 I 1 1. iI 1. Ii I; �:I I1,�I I � ' 1I i IIS '• III.: :,I:6 I 1L —' --1 _ J_ 1 I� 1 „ :. I• �: : ., I ' ••' � i II , .. :: .. 1 ; 1 ,. I l ,I LI—ii � II I •I i . I IIII II�� I it i 1 : :,; -. ',I ,. 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I 1- I I I 11 I 1 I' I ' I it i1 1'� 'I I I 1 I I I I I I 1 I I I `i II I I I V � 11 I , a ;I a1.�1_I,�J_.�., �._t__,w > � •...� �._3.1-� �_: L .r , 1 ` $-- LL1ll �11L LLJIILI �ILLJIIJ LL JULL_J _ ! r I I I I (� O 11 1 I I COR EL S CUT FROM M 4 6 I , r I z II c 1 � FLASHING DETAILS and SHINGLE INFORMATION TAI -X0 3-TA5 SHINGLES ulCC j• UL CLASS AFIRE RATING%: UL 190 or ASTM E 108 UL WIND RESISTANCE- ASTM D 3161, TYPE 1 c (MODIFIED TO I10MPH) D Qm W 26 GA. GALVANIZED "Z" 1 Y 1 1-i� 4 - 11 or 12 GAUGE NAILS 1 1/4" FASTENING: FLASHING (WHERE EXTERIOR _ N 50 0� O LONG w 3/811 DIA HEAD BUILDING PANELS JOIN v• HORIZONTALY) Y. B 26 GA. GALVANIZED 5 .� J 12 X 5 ANGLE FLASHING N 0 SEE (WHERE CI.4IMNEYS AND FIBERGLASS SHINGLES ELEV. I WALLS MEET ROOF) ON 155" FELT OR PEEL t STICK OVER SI-EATHIW-s — w/ 1/2" CLIPS W m in FASCIA (PER WALL PRE-ENGINEERED TRUSSES A SECTION) 26 GA 24" O.C. OR RAFTERS (PER WALL r O cq m� GALVANIZED 2 1/2" SECTION) METAL DRIP EDGE R-30 INSULATION SOFFIT 1/2" CEILING BOARD or (PER WALL 5/8" SHEETROCK SECTION) DOUBLE 2x TOP PLATE W/ APPROV. HURRICANE ANCHOR AT ENDS OF EACH TRUSS �Q0 W W W to 2 3/4" to Lu � In tI1 N 0 or 5/811 ' IF- It x Z 511 z 3 0O � 26 GA. GALVANIZED 26 GA GALVANIZED 5 32 GA GALVANIZED Z("°v 2-1/2" METAL DRIP X 5 ANGLE FLASHING 11211 FLASHING Z W EDGE (NOT TO SCALE) (NOT TO SCALE) Nn a� A B c PIPE BOOT WIDE 0 d ee41 ALL VALLEYSI GALVANIZED METAL FLANGE LL PLUMBING STACK FLASHING DETAIL VALLEY FLASHING DETAIL (NOT TO SCALE) (NOT TO SCALE) WINDOW INSTALLATION (METHOD A -I) WEATHER RESITIVE BARRIER (WRB) AF'RLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SHED (DIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL a WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SILL FLASHING �3 APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE B BET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND a V' O APPLY JAMB FLASHING (o APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING (g)REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM, SEALANT OJAM5 FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 �` ABOVE ROLksH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP 00 SECTION A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE.---\ Vv 7 ImSEAL THE WINDOW FRAME TO OPENING, APPLY A 3/a" NOM. DIA, TO THE BACKSIDE _T^ (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. �' FLASNMG Q JAMB FLASHING SEALANT BEAD BETWEEN APPLY CONT. SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. THE TOP (NEAR) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8" ABOVE THE R.O. AT HEAD, EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE, (FLASHING GOES OVER SEALANT). „ SECURE LURE 2 A7 HEAD FLASHING AT HEAD EXTENDS I" \ BEYOND JAMB FLASHING. 0HEAD FLASHING / I EMBED BOTTOM OF THE HEAD I / I FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES I / I OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. I A I I OF WRB AT THE HEAD. SEE DIAGRAM. i . , A. — ea, s SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. 135° 8 � I I Iii I I WEATHER RESISTANT g E BARRIER (WRB) I AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE / TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIELL / TOP LEFT' CORNER OF WINDOW 7 77 15'-11" IS' -/h 11 T x6(TY ICAL) (2 Pt. 2x 'S- ILI 5FECIAL TRU55 PROFILE 1 I { I f I I I I I f I I 2x6 RAFTERS 0 2411 OC. II 0 -V-2° I 11 � N. PRE AST LI TEL �------_- .�,------- �� (2)2x10'5— L I UP fi i I I I T I H — _ — � R R I l ! CU ROM x4, SLOPE EPE I I i I II AT I ' N ENTEREA w/ — — — — — — -I--- — — — — -II A ME Ul AN W TE �PL SDEK I I i b? -- -- -- I� — -- —N — 6� I I I II —_ — _— ^ _—_ --- II � II 16" FL R TFUSSES 24" SPE CIAL F1 -OOR T RUSSES2 6x6 OL OC �I ROOF TRUSSE S 6 24" CA I II II � I I " FLOOR TFU SES 4" oc. 16" FL POIR TF USSES 24" VERIFY 1-IEADER W/ ARCHITECT ---- 31 - ro 10 LIVING FOYER FLOOR FRAMING I=L AN SCALE: 1/4" =1'-O" ROOF FRAMING FLAN SCALE: 114" = 1'-011 B REVISED z Y ulCC j• D � - v D Qm W 1 Y 1 1-i� n _ N 50 0� O to Z N v• Y. N .� J 0 6 I9 z N 0 J Q �°0� — W m in r O cq m� QJ (j Q l- M.[ �Q0 W W W to to Lu � In 0 ' IF- It x Z z 3 0O � Z("°v En Z W �0 Q ° Nn a� 0 d N Q \ LL B REVISED z Y m z LSI p 3 � N 00 w fl � nen LL 1 Y 1 1-i� /� CID Z v• L Fite m m z LSI p 3 � N 00 w fl � 0' ■ PORCH FLOOD DEVIL j SCALE. /a = 1'-0'' NEW MATCHING SHINGLES ON PEEL 8 STICK ON A.P.A. 7/1Fo" 5HEATHINGc-U)ITH ad RINGSHANK NAILS AT 4" O.C. EDGES 8 S" O.C. IN FIELD, PRE-ENr;dNEERED TRU55E5 a 24" cc, SIMPSOM H2.5A TRUSS TO PLATE ALUM. EAVE DRIP ON PT. Ix3 ON Ixro FASCIA 5/a" GEILINCz GYP BOARD H4RDEE FERFORATED SOFFIT BOARD HARDEE lx4 FREIZE %" GYP. BOARD R-13 BATT INSULATION 2x4 STUDS e 24" or -- 3/4" T 4G RATED OSB NAILED d GLUED I 14" TR ES " o I A. 5/a" CEILINCx --/ GYP BOARD %" GrYP. BOARD ON PT 2x4's AT 24" OC. INFILL w/ I Y2" REGID FOAM IN5UL,4TION 4" GONG. SLAB REINFORCED I.U/ EITHER roxro 10/10 WLUM OR FI5ERME5H ON (o MIL VAPOR BARRIER OVER TERMITE TREATED, CLEAN, COMPACTED FILL. WALL 5ECT ICN SCALe: )/2" = 1'-0 HARDEE 5HINGaLE 51DING ON 15 "FELT � MEMBRANE ON 3ib" RATED SHEATHING NAILED LU/ 10 d NAILS AT Co" oc. ON ALL EDGES AND 8" IN FEILD. y" ALL THREAD ROD AT 5' OC . BESIDE EACH OPNG, AND CORNERS. IMBED (o" INTO BOND BEAM. CONT, BOND BEAM w/ 1 *5 C0 g" CMU w/ 1 05 RE5AR a 6' oc. VERT. �— AND AT CORNER 4 BESIDE EA. OPNG., FILL SOLID AA//>/i//i��/i��/i��/i��/i��/i�A//AA//AA/ /\\/\\\24'' x 12" FOOTING /\\/ w/ 3 #55 CONT.\ /'X \ BEARINGA MIN 12"\/ /A/jA/jBELOUJCsRADE NEW 1st FLOOR FLAN SCALE: 1/4" = 1`0" 'P LfrSL/ YS/b.l QUAD OUTLET - 12" AFF UXO. CEILING: FAN / LIGHT NEW 2nd FLOOR PLAN SCALE: 1/4" = I'-0" fi. L E G E N I Lo • SWITCH Uro 3 3 WAY SWITCH Wi0 DUPLEX OUTLET - 12" AFF U Q JUNCTION BOX i WALL MOUNT LIGHT -�- LIGHT CEILING MOUNT 0 RECESSED CAN LIGWT 4 PHONE EXHAUST FAN/LIGHT CTO OUT OVP RECESSED LIGHT - VAPOR P Q COMPUTER AND/OR CABLE $ OUTLET ABOVE COUNTER ._ 'P LfrSL/ YS/b.l QUAD OUTLET - 12" AFF UXO. CEILING: FAN / LIGHT NEW 2nd FLOOR PLAN SCALE: 1/4" = I'-0" A) LL 0 fi. Lo • U Uro Wi0 (L 6,0,zN Cq 0.Q 0 J �0o ._ LWmIn N� T'Ori J Cj rq 't W - W F w WW N J Z U1DJ�� 1 Z 3 0 [� 0m to Z ° D Z v (� � 0 `Y U Q0 W Q N LL L � N .G •� 'O U N. p N w �+ O U 3° Nom-' D'E •OL oC•� y u� N.'a' N N+°' a �L E s mrn o0 d�.3Q CO-Caarn° c po0�Vi a a) TN Om-°•C C . cnt„ 15 c o. o IA�C.O N .O O O N N N NCL ICO c ON E'0 ° C p m a°¢ `oma a-0 ° Q fu L t O A) LL 0 . 31'6'f 'o"FFICE COPY 0 c JOB: 4358176 06 A02 LOC: 331 10TH ST N PLAN: DURHAM DESIGNER: RH v m o O � o 2 -moi rn PITCH: 3/12 OVERHANG: 24" WIND CODE: 130 MPH — EXP C - CLOSED ALL TRUSS PLATES ARE ALPINE PLATES lo ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2' M A01 1'11" M c0 M — 17'-6 3/4" BRG HEIGHT lo lo lo 10 10 lo E _ ate . tea, .moo- o W $ o Ua o ol 11 0 m o n a d lo lo m 8— o N o s ao2 lo �8 U V 8 y o N 0 E76 o E c • y W o E E d F~ W 31'6" O JOB: 435817A U) LOC: 331 10TH ST 06 C NV FRAME PLAN: DURHAM N N DESIGNER: RH 17'2"2 14'3"14o PITCH: 3/12 o OVERHANG: 24" 90 WIND CODE: 130 MPH - EXP C - CLOSED FLOOR SYTEM: 16 SYS42 ALL TRUSS PLATES ARE ALPINE PLATES C o ALPINE WAVE PLATE APPROVAL # 1999.3 Do ALPINE HS PLATE APPROVAL # 1999.2 N lo ' HANGERS ON JOB AREAS FOLLOWS co UNLESS NOTED OTHERWISE 30' 24°M, APPLICATION PART # APPROVAL # FLOOR TRUSS THA422 FL10447.6 15'9' co l�11 IL M BM -1 ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX so' APPROVAL #FL15354 4" 0G, BM -1 - (3 -PLY) 1.75" X 16 LVL 16-0" y b y - 7. -� - 7 �- T. - T - - - -T - - -T 7 - -T 7 - a / BOT HGT @-8' oll a� Q a=v� �'d ¢aa o z L N 0 .28'-1„ BRG HEIGHT - N co O p w`s�o LL LL tL u N Z5 ,E, 0 31'6" 1