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366 Royal Palms Dr 2014 Bath _. coD. . . :L_T�.M. tl Ply > a Jroi 1 . � ' I ' ;j I- - - p ,, - —_.. -- —.... F !;• I 'I is I,, �i { �, ' ; 'I � l � l J. r�. /� lj y � � Ijl'�_i; � {-:e""�:� j , �.i; { ,c l• :,i{'. ;1 !'iil; � 7i !I II' Fl� ��' �{ ��`!i 1 i E )..4 LoU 1, 1'���� � I• �� � � F� € I „i�, i i.l�l: F F F + � {: i' 6 1 I I�al 1 �I jj ����; II t lF� 111 ���I �j i I'1 li l i.f � I�FI'� { f �I IIII I ' ;^" � I ��1 l ��� �► ..�,i ! I ( lrl; IE 1�1�,1 1 1� i - lif 77� ;. ol� •{ II ( F l i�:� { F' Iii: .{ �i !I j l i f �.;,II i i� Ijal1 �j )111J:1�1 Mc1 cn Elk L,-6\- AT]- L It r--T- 00, fl f if sl - 10 : . _ __ _______ - l - off► CcaU.R��.. off.__ - --- _- h_ : __ _ - tl- -►I- � � Mco -_ _ � N ,N LJ CCU > Co ID 00I I� LL F�1 PLh Q LD F i 14 + y G. r (2�). L-j ol LL- a_ Z 3030 — oo x 2- Ln i---- ;- da1-4ov _ 4- 1 9416 I I c Popp � r� �I.l. C,�'ar,� x12,"a, �, SI-M.PSahi .P a . ge 1 151 t � �_.._ ./ . E -4111 - 03 T,2-- 1sQuCEO__ y f dK� L 1 0 _ - _. ,� 17-1 WOOD FRAME CONSTRUCTION } SHCWSUCODE COMPLIANT WINDOW INSTALLATION METHOD CF5C-R-103.8J WEATHER RESITIVE BARRIER(WRIB)APPLIED PRIOR TO THE WINDOW INSTALLATION. HOWN ON.; MAROF � � FLASHING APPLIED OVER THE FACE OF THE MOUNTINCs FLANGE. A - 1 w I. { ,..,='t� .Y�' �+�,/ + ffi• F, .l..u•1.::.'"., /"'� ,'' ,w,.- .�1 /F'-' • J ��/7 ate''/IST t ✓. f 'a r � t�t"t �.: G, r 1 S SECTION A ,.1„'....,a..,:...a-e..»., ..w+.....,....•.--- I (I)IN WATER SHEDDING FASHION, •A�s 7�y5 gg� G e ,�bn �q�q�g ,y�y p.� *� p dm pg 9 STARTING AT THE BASE OF THROUGH WIDOW JAMB gam ' 't' '� tA9.�E9;' pdYl",iG(?44'+3i1�8,G"`i�l+'°d, .r: "."'h > t«A'«+ ag�pa,.tt�°NY•a�..,�..4m 4 6,7!�,U i � 4ir.•Nw p• FiS opr g., IJ B Fro C w, S'"'t;....5�?.. THE WALL 1 UIORGING TOWARDS �t - THE TOP,INSTALL THE WRB {'- i . •��A/F '� TO THE FACE OF THE 0-4 SHEATHING. ©SEALANT BEAD -•,--+W•• °""" - p•"'�'"'"y�-,. •� -PI SILL FLASHING l4orb BEHIND MOUNTING ANT FLANGE. �'d' NG ") APPLY BEAD Or AT BACK OF WINDOW w cq - FLANGE TO HEAD 1 BOTH JAMBS.APPLY A SEAL THE WINDOW FRAME TO OPENING 5�a Ma „ lt) E LEAVING (INTERIOR)OF TINE WI DOW RANGE,IN BACKSIDE INE D SCCNT BEA TO BOTTOM FLANGE - 2"GAPS. WITH ANY PRE-PUNCHED HOLES OR SLOTS.SET -� WINDOW y� SCREWS TO FACILITATE E HEAD ►=oq vd g _ INSPECTION. FLASHING Q JAMB FLASHING - SEALANT BEAD BETWEEN APPLY JAMS LASHING APPLY CONT.SEAL TO THE MOUNTING FLANGES AT © A THE TOP(HE )AND D SIDES(JAMBS)OF WIOW. EMBED JAMLASHING AD MOUNTING LAtkiE. I ®AAPPEYABEAD OF SEALANT B FLASHING INTO SEALANT AND FASTEN w { - - IN PLACE. (LASHMG GOES OVER SEALANT). f®�. APPLY HEA LASHING s ®REMOVE PREVIOUSLY APPLIED t rALLOWINGLAY b�L l i r .. - ' FLAT OVER HEADSHING, ;5 Cn N cn E. Z O f.. `•'� _ - APPLY NEW SHEATHING TAPE ��ry OVER DIAGONAL CUT.SEE DIAGRAM. SECURE WRe ✓ G,� AT HEAD t L' ' c s' ,�••.+. r� .. - -0 .,✓ i _ —. 0 / Val 1 -A �t }minis.BMJ.wn�Ktd•"[WO,aW>b.�rWra+MliP :: ....:_... ( -. __ ..���.. ..._....• -...._.-•. /� \ ,'YAW-a�rYa.�adr�aA�r1.Ma�r,ut,c,fA,Wn FLASHING AT HEA EXTENDS I" BEYOND J F BE AMB L ASHI NG. / )HEAD FLASHING SEALANT EMBED BOTTOM OF THE HEA_ p FLASHIW.AGAINST THE PREVI APPLIED SEALANT(FLASHING GOELSOVER: / \ / Lo FLASHI BEYOND SEALANT). EACH JAMB eP" � 00 .FLASHING.FASTEN IN PLACE. Y~-i N Ar 00 1,DI jAtj5 FLASHING _ P} ©EXTEND JAMB FLASHING TO G,.. /�- OVERLAP SILL FLASHNG.ITUCK TOP r! `'*' OF JAMB FLASHING UNDER THE FLAP 110 .. ..:-. , _ : - ,<.`�: : ...,. ,. "<,.. •.. r i++... 4. .,. 1 2, .':° OF WRB AT THE HEA.SEEDIAGRAM. SEALANT ' A OD OD SILL FLASHING I tJ..l r\ Ed SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ijj M 1t, •� °� L.' PLUMB,AND LEVEL CONDITION. USE CORROSION �d -J i�- i; L.i(i;,/, ,(�I�v/tl�;'t;j,, (� I - O® I RESISTANT FASTENERS. FASTEN WIDOWS PER Y 1 WINDOW MANUFACTURER SPECIFICATIONS. ~ 5i >✓� m ' . '. 'y, I WEATHER RESISTANT w u T' I I BARRIER -WRS I y AT 45 DEGREE ANGLE,CAREFULLY CUT THE U ` I .��f,1 1�-f g / 'C1 G I... !.(•' bra•.` j'r �J' ` I / /% BARRIER ON A D ISE THE OP SEDGE OF THE BARRIER UP AND ANDLY TAPE THE ¢ AND TOP d WRB SURFACE CENTER TO THE EXTERIOR ABOVEU I.L INTERIOR VIEW/ co th TOP LEFT CORNER OF WINDOW r F=- 1.NOTES:flashingto be fle�able self-adhesive a min.4'wide Wti.. . - sill an flashing R' cover sill to at least of window, s 2 onto face of h'P ( .'� 2, cov depth w,plu nt fa wrb C.J� i''=','C� c: " �''r sloped surface- (optional) 3 the pan shall direct water to the exterior over sill flashing (� Q e a in sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps see note#2SILL PAN N weather resistive FLASHING 1 Warrish NTS (opttona I) i a eathing I+ Prepared by BOAFirst Coast Chapter 9-I1-2013 i 1 4, F❑❑TING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS SHALL BE CARRIED, FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN SUITABLE , ALLY. WITH ❑TIINGSINGITA RESTING ON UUNDS AL TURBED SOIL WITH E FOUNDATIONEA IMIN MUML B ARINGM❑VENDBE ' CAPACITY OF 2,500 P,S,F, UNLESS OTHERWISE SHOWN OR INDICATED, i �•'� ,. . GENERAL HETES 5. NO FOUNDATI❑N WORK SHALL BE 'INSTALLED UNTIL ALL F❑❑TING WORK HAS BEEN f. g0 co { - 114 9 '�� ,JRsR t '41 ,l t�� R�+a�a�#*l9di� 'n UPON �,..1�gN �p�}��fj COORDINATED WITH UNDERGROUND UTILITIES, FOOTINGS SHALL BE LOWERED k 1, DESIGN LIVE LOADS WHERE REQUIRED TO AVOID UTILITIES, ROOF 20 PS,F 6, ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN - 2, FLORIDA - ^�+ � ,. RID BUILDING C❑ 201 EXISTING ALTERATI❑N LEVEL 2 l f1 qo(► x,m LaHISABUILDINGGIS NOT LOCATED IN THE WIND BORNE DEBRIS REGION ACCORDANCE WITH ACI 315 OR LATEST EDITION UNLESS OTHERWISE SHOWN, Yf > N r:#;7 R•y tuAkrs=mwwaa,ueua � waPp� ) IL Ilk BASIC WIND SPEED (MPH) 130 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY bi r/ ra i 'v1i�tRJWs615tt- 17 f�tl�"f$r' 0��^n ��,�. r � � "�' "�""�yl�'y�, ' i � /^ WIND IMPORTANCE FACTOR 1 - .--FOR THE PROPER CONSTRUCTI❑N AND ALIGNMENT OF THE NEW PORTI❑NS OF THE 5 r. t.vr.wrmmwormrm-. ra+wsm ' !.. !-�l r ,� - cl RISK CATEGORY TYPE II SRC U ❑ EXISTING STRUCTURE, THE C❑NTRACT❑R SHALL VERIFY ALL .;K �ic rrst+ ' r +a � sra:? v ssr + `+wtaar- I»ri).: MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL WIND EXPOSURE C I*Rill 901 C❑MP❑NENTS/CLADDING PRESSURE <P.S,FJ 8, BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING „ OPENING TABLE STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING I i LAD, PRE MARK SIZE TYPE COMP/C SSURE CONDITI❑NS, DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE 3030 WINDOW 36,81 <49,2> CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING DENOTES END ZONE STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTIGN AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE aw aq , INTERNAL PRESSURE COEFFICIENT EXISTING STRUCTURE WHICH ARE TO REMAIN, OPEN N/A PARTIALLY ENCLOSED N/A 9, ALL EXTERIOR DOORS AND WINDOWS SHALL BE CERTIFIED TO MEET THE WIND LOAD ( ENCLOSED 0,18 REQUIREMENTS OF THE REFERENCED BUILDING CODE, 3, MATERIALS —__-..-. _. ____._ __ -__-. ` 1 � RO❑FINGI i f ROOF UNDERLAYMENT ASTM D226 TYPE I OR TYPE II, ASTM D4869 TYPE I OR TYPE II, OR ASTM D6757 ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE CONCRETE f'c = 3,000 PSI REINFORCED BARS ASTM A615, A305, GRADE 60 I I CONCRETE MASONRY ASTM C90, GRADE U-1 STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED NO,2 MEDIUM GRAIN, SURFACED DRY, ¢ MOISTURE CONTENT 19% Max, TIMBER CONNECTI❑NSI AS SHOWN ON PLAN OR EQUAL TO j I SIMPSON CO, 'STRONG TIE' CONNECTIONS OR EQUAL, USE MANUFACTURER'S ' RECOMMENDED GALV, NAILS, BOLTS ASTM A-325