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712 VECUNA RD - ADDITION DRAWINGS
F7.77 �%QUARE FOOTAGE INFORMATION: REVISIONS BY • CONDITION SPACE FIRST FLOOR SQ. FT 114e INDEX OF DRAWINGS SHEETS , • CONDITION SPACE SECOND FLOOR SQ. FT. • UN CONDITIONED SPACE SQ. FT. Nok UENCLOSED SPACE(PORCHES)SQ.FT. ARCHITECTURAL SHEETS • IMPERVIOS AREA SQ Fr. WIT (7 LO AREA EXCLUDING WETLANDS&BODIES OF WATER)SO. FT. Z6- T.S RL CTU 21 RE -HEIGHT AND#OF STORIES: 3.AP"ROXIMATE HEIGHT OF HIGHEST POINT OF ROOF ABDVEFINISHED FLOOR 4 NL MBER OF STORIES RUCT TYPE OF CONSTRUCTION: 5. �.: .._��}�L�::- L:-�''�lr~ - -------------�^ TY:)E V(UNPROTECTED, UNSPRINKLERED) . .. - `:-�.��► , " ��or" NEAT ERI L INFO7 RMATION: FLORIDA PRODUCT APPROVAL GERTI R CAT]ONTO FOLLOW . 13Y CO TRACTOR fEW 0•-c mu; 8N ROOF11'IG(MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) • RODF UNDERLAYMENT-ASTM 4896 TYPE 1 � �� f 03 oE* c o 61 RODF FLASHING(DRIP, RAKE,CAP,VALLEY)-26 GAUGE N9 m8 :3 0 RODF SHINGLES-ASTM D3462&ASTM D3161 TYPE1 .a a n-r.... m WIND RESISTANCE,MODIFIED TO 110 MPH STRUCTURAL SHEETS . MAr= CP as ASTM E108 CLASS-A FIRE RESISTANCE RATING 0 C ID w.. 1`� ' '°� '_ • S8,-5 a,too I Ir� ro SHE GLEE NAILING-(4 NAILS PER SHINGLE)PER MANUFACTURER'S SPECIFICATIONS � :. - ,- -7 0 o ' C U c WIND VS AND DOORS(SEE ATTACHED ENGINEERING AND/OR MASTERED ENGINEEPJNG) S2 ZT tD cm .) , M W *j = -2- ca— D M� VWN OWS SINGLE HUNO ti Sw3 �' �i �" • Wl�DOWS FIXED GLASS P ci >'S 2 G w 1=3 M M C 0 2:L Wll�ROWS HORIZONTAL SLIDING Sw4 2_-:4 .'a . r- r- W 8 42 9 M ut VA SUI ANG GLASS DOORS A; Q >' Cd: a 0 • GULSS BLOCK WINDOWS • 'EX ERIOR DOORS e>PTI 0 N M-To& L E W"R.Y GASI TE PLAN F GE DOOR % 3 7L SE ,=FLASHING WINDOWS PER FR(; '5150T R. 703.8(1) :�; -ugvc-Y st-rs- PLAwl%t S.R I OF I L) -- , N. NJIF N.. WINOZONE INFORMATION � OCCUPANCY Rm3 F.B.C. 2014 NOTE: 18 STRUCTURE HAS BEEN DESIGNED'IN ACCORDANCE AND MEETS THE REQUIREMENTSff OFSEC77ION OF THE 2014 EDITION OF THE FLORIDA BUILDING CODE. 2014 F.B.C. TYPE OF CONSTRUCTrION THIS BLDING IS?W LOCATED IN THE WIND BORNE DEBRIS REGION , I TYPE V=B UNP ROTE T - .� UI DING 13 ENCLOSED . 74 • BA e�3 -i SIC WIND SPEED(MPH 3SECONDGUSTS) J TYPE VmA S PRINKLED FIRE P ROTECTION r - '� � c �� LJ TIPEVA► ONE HOUR FIRE PROTECTION � . ,� „ P- • INT RNAL PRESSURE COEFFICAENT oil METH01 FOR MEETING WIND BORNE DEBRIS PROTECTION: 7,ONING DISTRICT ou CO WIND PRESSURE(PSF)USED To DE ' LO DESIGN MATERIALS NOT SIGN COMPONENT&CLADDING MA 00 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL R �` Cq E -0 co 20 CM 13 RS SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING '0'U.. U) M 60) LU (END ZC NIE AND INTERIOR ZONE)INFORMATION =2 elm* LJ R S'3 10-- 12 UZI LO Ll OTHER M -5 co X M TABLE 301.2.1.2 OFFICE COPY DRAM WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOS WOOD STRUCTURAL-PANELS ATTACHMENTS (PER BUILDER) C"ECKED FASTENER SPACING fln.)' Panel Span 2 ft. 2 fL<Panel Span 4 ft.<Panel Span 6 ft.<Panel$pan DATE 44ft. 8 ft. 20 Pa 2 #6 Wood ScreW16 12 SCAT.FE � �.2% 0#8 Wood Screw' 16 16 12 • Double-Headed Nails` 126" - # 4 3 J0_8 NO. SI:1 inch=.95.4 MM 1 fo(t u;308 mm 4Nf. Notes: 50 SHEET 1. This table is based or maximum wind speed of 130 mph(58 m1s)and mean roof height of 33 feet(I Om)or less, 2. Fastbners shall be installed at opposing ends of the wood structural panel. 3. Where screws area ished to masonry/stucco,they shall be attached using vibration-resistant anchors having a 6• K Minimum withdrawal 1;apaclty of 490 lb(2180 KN), 4. Nails shall be 10d co r imon or 12d b-,%x double headed nails Exceed 130 rr ph(58 m1s). 7a 80 OF SHEETS NNW REVISIONS By 5 . . .. t 1 .1: _ f PIE .74 VJ I _.. �') t cam, . 3 .ley �•• _ _ N _ O m v O .p Ale m mb O coo 6 O+O+ r N - - - L.l.._ __. `_..._ _1_. 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Jacksonville, FL 32250 j Business: (904)868 8373 j RHRRESDES@gmaii.com __ - - - - - ---- !-� - . - --�- - •C--------f`-t�1:5. _.`�<1=.L _ . �`1.a�.1��......_-._.... .. .___.___ _ _ - . •-- ..�,?�:�=--.�,:�... :..'D►�..__..ra.t.t..'1...�t»�: �(�`1'i - LZ f L DRAWN k_ ._. goo . � dy .�..� . - ._ _.. _ _ .. _•1L = _ ter 1 .. ,+ \ .._......�._ ---•-•---_-•---.�_--__.._--__.___ _ ___ ',, t .:, `. .��T7� ` 1 � -r h y � � _�, �AA CHECKED • — _ t.._���1.� _.. .... ��• ._ .� ._.•a--.• _ �». DATE _-. �,.� 64 ,.�... ,�...._,. SCALE . —��-y� w�.._} _ .w._��_.. n ♦V/ �•..Y__s♦ �S� J .r�V _. y. _ .... _ - - ....__•__..._..•.�v....._.._._�.,�. --�.._r..w_— _a. 4'.w�..rA�� ��,.M+.� 1 ' JOB NO. 4-5 Em— SHEET =;H ii- _�r •.. ,a 4Y OFFICE COPY As-LL of WrGrrvos all - - _ .ash.~-,r.<v,..acyl~.nassrs7sr�c:.4.:twru�•nrug0►a�anr]e+rn...e�-+�caxn. _ - -•--w�.,<.• _ OF SH �S < MOW REVISIONS BY RE B DETAIL—- PE CAB #V-15--11 PROTECTION OF PROJECTIO LESS THAN 5' FROM PRO TY LIME - SEE 20 OR 2x6 WOO ' ELEV. BLOCKING BETWEEN TRUSS (PER FBC R302.11.1.) CUT TO MATCH PITCH OF ROOF _0= ABOVE. SEAL NTH � ' FIRE FOAM OR FIRE � •' '. NOT DETAIL DESIGNED PER CAULK. EQ. GAP THE 2015 IRC R302.1 -'�" TO EXCEED 1--7/W. CODE WHICH COMPLIES mI WITH THE INTENT OF THE PROVISIONS OF f C—R302.1 �) FIRE BLOCKING 0 THE 'WALL 'a = AT F ME'Ili0 S OFFERED ISI ' O � 09 ME FOR THE nPt}SE u 010-0 ig VINYL sol=>~JT m b W o IL INTENDED A AT ac �c ao�ms~m i, LEAST EQi1IVA T OF o mos ' .00 83011 IN QUAL( ` STRENGTH, M"1 coo 0 8 EFFEC,1VLt�iE,7SI FIRE _ �t O O+•rm� t RESISTANCE, DURABILITY i M,?� g o .!. �AFETY �N��� v�cmm ! —�•-, C n m R o•8>2 20 m n HOUR EIRE RATED SOFRT FL iL c=,H' H 4 ter, 0 m'� PROTECTION OF PROJECTIO LESS `- , �-, ' L:l K T �...,. LE: N.T.S. osc�a,:oca� y THAN 5' FROM-PROPER LINE p w F—E I> Re>L�.�p1 �.�t>e � l I i 9� «m 0 T�r'tjf l SEE �,: c v I.$ .m i ELEV • �,l G Imo, ,�A,I✓1 I`� ---� �- .' 1 'uI'A�r-2 lu c o a o ; E �L } ! •r (1) LAYER OF 1 DENSGLASS EXTERIOR i ' GOLD FIREGUARD ATTACHED PARALLEL TO I SOLID BLOCKING w/g" --- ► 6d COATED NAILS 12"O-c_ OR 11" TYPE IIStt piYVVALI SCREWS t L L. - _ E) @ 12'' O.C. r 1L51A t 2x4 BLOCKING. WINDOW INSTALLATION (METHOD A-•I) — WEATHER RESIT!VE EARFZI.R(WRB)APPLIED PMOR TO THE WINDOW IN5TALLATION. I I FLASHING APPLIED OVER THE FACE CF THE MOUNTING FLANGE. I 1 � ' II :� ' 1 .w...�._...- - ---•-- _.r_..- _...__- _ _ � - •fir•=---� i p.�.��� SECTION i TNf�iOi1GH WtNDCU)JAlid � , r � � ' _ ..-. . —.. _ _.•_. .. .„_ .. ...r....__ _ _ I VINYL SOFFIT O) IN WATER SHEDDING FA51-IICN, I STARTING AT THE BASE OF � �• /�..� ( �i J t ' _-� THE WALL t WOTdKINdu TOtlIARDS '' �.J. > , THE TOP.INSTALL THE WRB TO THE FACE C'r TTIE r_ALANT SEae (� `� �� ,�:,,I • � i� 1 , • !1 T40 THE FCi. BEHIND MCXNTINCi `�' `�r : FLANGc y Y G�`�1 E„ i`: 6•� C ' y ( i i ! y! 2 APPLY SILL FLASHING t ........ + Li "" 1t V5,.4,71 �.�I'':� ! s APPLY DEAD OF SEALANT �✓ .I' n ''• ^� At BACK GF IIANDOW D �.' 3 .. •. �.L.. I { FLANGE SET WINDOif!U5lNG SEAL THEW OW FRAM„'>O t� PAN HEAD SCREWS TO OPENING. LY A e MGM. i 01A.TO THE BACKSIDE �,- r R ITAT WS •�• ,C aGtL L f'EcTION (INTERIOR)Cf THE IUINDCW "'T"' ` Q APPLY BEAD OF SEALANT AT ! FLANGE,8J LINE WITH ANY SIDE JAMBS.EXTEND 15)$' t'RE-FUNGHE HCLES OR SLOTS. il.A HINC j I j� ,•• 'p t 1 \.J 1J APPLY JAMS FLASHING _ c i I : `+••: ' I SEALANT OE-10$E711F_JJ -TA -•� Oji OI"IB FLA6i I(TdC� FLASHING AND MCUNNNG I I ! �• l L,,, '-( (�� {' I { APPLY CONT.SEAL TO THE m=NTING FLANGE. C L.. ` 4-� �.+1� ' �• -_-,/"Z I 6 APPLY BEAD OF SEALANT J IAT HEAD FLANGES AT THE TOP(HEAD)AND I APPLY WEEAD FLASHING SIDES fJAm8S)OF WINDOW. EXTEND SEALANT AT JAMBS BK"ADDYBC� ts.•�`("l �,''' 1 ®RSMOvE PREWOUSLY APPLIED THE RW.AT HEAD.EMBED JAMS. TAPE.ALLOWING WtRB TO LAY FLASHING INTO SEALANT AND � 1 FASTEN IN PLACE. (FLASHING ( RHR FLAT OVER HEAD FLASHING. GOES OYER SEALANT). �! tG �� ° APPLY NEI,SHEATHING SEE : ✓` }f Designs i OVER ONAL CUT -SEE 5EGURE WR8 —�-� n AT HEAD r� a l~L.A. �,.� Cj���...t.-. ��' Iib L. orl� e.©u R�E A50v6 JAMSFLA91•IIN-% / !� �t_�1��., _ 3455 Thalia Road d - -- JacRsonville, FL 32250 r / Business: 904 868-8373 • 1r' I+� �.` EMBEa aaTTOM cr•TUB - • .• � � '�-• 1 � .' 1 < < HEAD FLAS14WG AGAINST t r'' Fr , THE PFfiYlousLY dpPL1ED ► , k • • I __._ RHRRESDES@gmaii.com SEALANT o � OVERSEALANT(FLASHING GOES 1{ ©�� ��� �A.F•-�1'" ~ ► r � ► ' • OVER SEALANT). EXTEND Y`� 4:°• 1 )'T � 1•'r L.•� + � r .. HEAD FLASMNG BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. lim fir,. I A _.__ -,_,._...`. _....•.. t l DRAWN T4v 1-4 Q,rac� FL,osHls� - ►�} a I i ' .=,.'� ..... `•, , CHECKED EXTEND JaMt3 FLASHING Z ,� FLASHING.APSILEXTEND {• 5 �� f ,' , , TO "" � JAME5 FLASHING 8 3S' 1 ►�` AeOvE FXMI4 ( J ! •. ::c'> �a �" `.� a IJ 'Al t� LY BATE ,,� �A t OPENING AT MEAD. 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'`�•�.�`"c„�._ .,..__ .�"'�.. `.. ..:�.L�,�. .� .,1�._.._ .�t.�„�.,, E GALE AATIT JOB NO. 546 SHEET I'A Q• OFFICE COPY OF SHEETS O i •r; Man _-•. - - .:4::fr:Y._s.+•.•u`• - �e. •,••.e.r��h•...ba:.kvaCers^A:dS•r.cta- - •Y:�.:C•lta.. r' •a.'a_.r�n vGcs�i4tat..�7asatCn..alyirs[ �.._ ..:,;/G„L-_,.e.•.,�5.%t+•S::GtG..:.:c:,YS.1.7• :unv_7.i�`tnt_-a!suti.e..�.n... _ - .ar...�...._._ .. .r.._._.�._ _ ..._ ......_. REVISIONS BY _ NOT4 -AT Q.H.P_.kaC' .. 1.- 1/4%)!�....._. I:t���'�_�_��_(_�����..L.�.. _...._ i C, � ��'.�..�. �.�. I�.tJ :�.•1..��r, f t� �- 4 e r'V'.1'� IN' p �+'�,i°C' ,ice•�,,yr, - •�„•--. j� �����+�-,- {�, "�-�V+ ___.- - ,•{� •' 'rte �1 ( A [ �* ._._. .. .. �`` `�r _. D :�� t�.i � � �SI�`��I.d �✓�E�►i..L•.�?�. ,1 ;' i t.» ..._ 11 ��,,,����•:1:�".�-:�1:?--�.V L,..3�....F+�'?M��-`•�.4�.__._.•_.... fi.�.��.�_._•.�:... •...`.. ..�:............ . . '��5,.�-'�,���� ••:t:�_ �: ..:., . ., ,. . . .. . ' -• �� � rte- -•• ��h 'til ++ ... . ... . _•:._.:::• . ............ __ _ ._._•.._... MIN �*5�M IT Y T�e.R D. 6 L __ .__...__........._. .. _.._....._._...._.__, ... .._.._.. _ _..... - _ _.�.....• ..- __.____.w.__..... ..__.�.. _� o ti mru 0-A oot __ _ •..• i � t _ t� SHEETS LEM E-k S E ?-)I OF •l•1( 1. 1��..r..r I: li ✓ � •R ..� l_, t_..•iJ. Y3 c N t NJ•.O N .. ..Cq -6. zt: - 'D 18 TER m g 4 of ,► $!] I General Notes: r a s m m aQ�r_0 �om"M i 1.` Stucco on wood frame 's m�M �a E CD A :r. s t f; ..M '` uJ„ Q QET�aTAt+;? >o c c c I �f:a,•' _ •,,`. �,...►,��.,�1.. ,,.�I.:,....w,....,.1H.. . �,dRtIER f ? L.A St��� �'1 IIi11�. 7/8", -Gt� t 0 c� c H a m /� �� J, @ ,°a@ ►-mea I L :f%;y.., 14 314" SAWFoRj '�!' = -,:.:_ �. 4 Aappltcatx4n. m ' Ifewe Ir1iQ �2AM3t�:�. 2• Stucco on mas shall 1I1 �, � ` .• s :.1r } 6erni . Il2 oat I a0 ��@$20 �::. '' .. "� � ll a ticat' ar18�, 3-coat ' � G m C�?U;� mo 'TEN LTIT ,l,, p ! �i' i go's M t m f)1=p''E-.7} • �,�••..�•wr+�•o•w ; �- CN -dC a I L 0 Id �► CL ]' N 1 - j. �.�r�• t�O�N p�C G 0 0 V i ! Ir vw >_>'sm¢too4toS} ' i�:°51 trlNj 3: 11tI3 sf�oul d extend NTS �-� + I I s _ dorm,veer the upper flange I tt � t creed or accessory •"" t: � .. t, ,�I ,�r' �1M��11�/'�IMS 1�� �f l'Y�+V� .7 • Shingle- fashion. 1 7 1 ►tAM".&=ALD NOT t �—�Y ALL! aww• —_ t •• ' . �-�� - .1 . stem (s the detail above the bash f t . ''4 i t W/ . FBC••R703.14 requires ffas or other approved dr�ndg� sy • uvicernent' = 1 z r r masa walls. one-piece and two-piece accessories are avai to meet this req �_•_.- } framed wallsove _.._._ . p.. `" "•'• `• r C�9Zf tori , 12.2.2. 1 , • MON ' . e terrniratio a stucco at base of a wood structure shall be per ASTM w �1. _ . . .. . ... .__._....._._... _..., - -03• See below: ; I gep sc ed shall be in per ASTM Standard 10�i3 _ - 117 C 400 ........ AL Please note the posid the wood structural panel(QSB or plywood), in the REC[�� iltustxa# n: It is ... ..._.. . . .......•_. ._.. ...__...-...... _ ' I 1 1 • i raised off the cone and aligned with the face of the found,46.Care must betaken to constrdct dati n walls e_; 1 straight and true areas whore the bottorn of the wood sttuctural panel is exposed,it shall bave ate`E ' e Bond �'t�"�'� - � - � ��� '�`{��~� � .,_•. �.•...�� '�-'�'. _-=�'•,r.,...,::� � j `{�jjr�+ Classxficatio Exposure 1' is not rated for long-term exposure) or be ot.bprwise•protected_.as.shown- the,.- �j••�) �Q�1�_�]� re(_'' C:-�- ;- .air ._ ply - ♦�_:,M'�•�/� •. .- +.�• 1 • • • w • r 6 . 1.•�`1 .'1rY`. RY -•..r..f � ,�t'�L . �•• ., ..r •" �:' �• ' - .. f AL dlusiration a5 ved b the Buildin o B fo , w r,�rj!#yeYl7 "� _ ,or' appro y g ffcial. OAF In rm►al Interpretation _ `�' _.. s ►. - �.� � tom• •M M '' !� ..��' � >� •�'•' _.. j'�..•.�„ 1�'wgn er 2 1 t� � P4 N attach ma be used b the Building Official for guidance as to the intent ofthe 'londa Building bode. ..._.. ..-___. .� 1 • ' • 1 ,• V �•�V V�r1. 1I f•V • '{ t� 1'' 1..� 1,.,_..� � : .�, ..... ytti�S,.' ��*•, . s'�p�j �y.{r� ......�` .� _...._.... i 1. 6-1 �0 1 � \/ti J/� L._. ` l C � �.1a`t"i-t t' G ' - - 1 �.-...._.,_�•r • .,..� :�.. -;r G IEll r 1 RHR I. I Is L� r-e ur P AF5 9 A I..v��� i�-r 16a 6-rU ccs �, -r a, �..- c... -r ca :. .. ..... _.... :. ...... . . - r: -r r� . c, ,--, j�t 114 . :�=d u ra a..�.1...� .. aa.� Designs 4 ,- -- T u�C.c� .x � t�, Inc. GOUT �M,C��t��-� t off, ` _ -x: t i..l.•1. L_.- `r 3455 Thalia Road Jacksonville, i''t.32250 Business_(904)868-8373 �/t� (y.�y `e RHRRESDES@gmail-com Irt 111T. � �• � � .'�,,, ~ � ...r • �t- ��--1 P..��' , 1 t� ,� �'`. + ~► J J i k DRAWN 1 � � h� ..� � `, CtiECKEO r~ DATE 16 IN. ozoi "P t� t � _ D..,.. �.I I. .LL.Lt� d V Glomi �- !( aAft . `�... �, .., h�► )~i int (<�)H r- 'LJN LO�4.` I C>� 'Y'df�'t�1:�CE Jo NO. 2 _ SHEET ItAIL • .•� • ' + J 0FFiCE CQPI( REVISIONS BY 0 ,LQ — to IA ot ir (TY P•� -- -� f ��,� '� - fru-g 1-Y el NO A 4 C&P W I m 14 - ! A lV s VP l CL t us } i7l---^_��_�. ..�. .........._..._....:— .—. ...--.. -.. -... ' _--'-- — - _ .�'."'�.•._-rte++. � � i ' I r i � ` j ' ' > e ..V_._ DRAWN CHECKED .. � _�#—. . 1Cu ATE CA • _A� 1�, � t`40'l d - - ��`. `� .. L� VJ JOB NO. ILI SHEET 40 OFFI CE Copy c l - L4L I, OF SHEETS _ REVISIONS BY _►, _._. ��_-1.a__1�::�:�:�_��'".Irc..�;�.�".�.::::�::::�:.fit:� .`�'��::�':.��I --��W��:�:"��;:U��:�=:_,:.:�": :�-�..t..�t..�=.:�.C�.� r 3 1, AN L L Q C� F r- 7 E C;t N D S 7./ v t •� - �a 14 t tilt& L L l �4�re ; , d i J CA R t �4 e-t,. I AT F.4 FL44EHSNT� !v >4 \fit D pa 15 I — -- i LU - E �n ' S ► L '� / Ej _ . 1 N -J=: ZZ 4CL -.. ..._ �/a j. '�-s'. r`•."r :1.Y?r�:tl.'�.�_�2� '':.`-;.'S.:I:.- ~-•�. r I (y t r l y , j ♦ Q6 Nt Y 3 lit Se • � —• � � �� � ` ' i ! fes" DRAWN Tz•k4 CHECKED ._.._... ._.__ — � ' `—=•_ - r ::....;.,.�....'�"-�–s: DATE \9 i- ca L _ L. + -- ..._.. SCALE pp r, i i © V4 N JOB NO. 4 IZ SHEET S1 ------ -- E OFFICE COPY Lj 11 . - 0 :....++,.-.+ -..w.........+,+..wry. w».....-.w•. s,_...r,,.n.•i.- OF SHEETS MAP SHOWING SURVEY OF LOT 21, BLOCK 15, ROYAL PALMS, AS RECORDED IN PLAT BOOK 31, PAGES 1, 1A. 1B. 1C AND 1D, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. [aVC I I'STGrr GaIZ © T IoVr , r -p._ .._.. .. � I :9_,talo-:_� _t C.xr_C:__T©; t_'S t_ ___:1�ron. I K -r, �.x.r_�T...�� � ��vet �:� a�.r� tz�d�• ����.�s�.�_� ._�.,���- ��,1-�.. . ... ..__ . ___ E - d Ca-ltouRu- CCS G 1 - • `r©��,�.. �-d�E tea G� ' 10 o 40 . -KAT' 1 .E - ?t .. .,. __.._ � . SCALE: i" = 20' _ 2_, 2 , ?> jo-v- •_�, -- - -3 . 3-/�D. :�.n �►�'i. ��_.-.. . :..� : ::... __._. ..._......_..._ VECUNAREAD j FUND1 I PIPE; 140`CARPON 60' RIGHT OF WAY PAVED PU811.0 ROAD FOUND 1j2. '"ON S85`37'27"E I __ PIPE, NO C FOUND 1/2' IRON • �� 80.73 (FIELD) I N85`37'27"W /�--_.?IPE�NO CAP S85 37 27 E i A06 65' N85'37'27"W i. GA 80.65 FOUND S/4• IRONN8 '33"iN 80.65' 4' HAINU FEN _ PIPE. NO CAP Q I ��112" IRON - ,980.58'(FIELD) IN85'39'21"W LB 3672 . r, 80.65'(FIELD) N85 37 27 W pp 1 I Q U r 89.24(FIELD) 0 -cr `tC! 1. �. — u Q W �, 25' BUILDING RESTRICTION ISN r COVERED . uj LOT 19 m y+ szO' 0 vi LOT 20 , x Q t` ! In, 3 � aZ � p 1 STORY CONCRETE s , I w cd RESIDENCE LOT 22 .. , OQ CAR ORT �4 No. 712 N 1 tk ex Lp LA I o N �� `� ;)a 14 33 sz:o' M � Q ❑A/C tom, ^ A N• ,,� ' i I O I tC15T/c, ( .a co ED , " s _ PATIO o -' — 10' DRAINAGE & N UTILITIES EASEMENT OUN ---- -- -~- -- _ c • PIPf., NO 2 IRON --W� i+lC'�0. .5, ""- -• — CAP 4 CHAIN!! Y FEN j N85-037 8 • 0.. FOUND #j2' IRON i LOT 3 �8? is 5'3138"w PCPV�FIIELD) VLOT 2 ' i I I LOT 1 NOTES: 1. THIS 13 A BOUNDARY SURVEY. _:. ,,.-- .G U: ... .._- _. ...... 2. BEARINGS ARE BASED ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF VECUNA ROAD, BEING SOUTH EAST, AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF 3. BUILDING RESTRICTION LINE PER PLAT. JOHN LYNCH. ! ! ! i THE PROPERTY SHOWN HEREON APPEARS TO LIE �+OOFFICE CO Y � IN FLOOD ZONE X (AREA OUTSIDE THE -0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE 1 RATE MAP No. 12031 CO408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. 7 AONN OATWRIGHT. -P.S.M. 'NOT VAUD 947HOUT THE SIGNATURE AND THE f l.ORIDA UC. SURVEYOR and MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA UCENSED FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SURVEYOR AND MAPPER.' DATE: { _ CHECKED BY: BOATWRIGHT LAND SURVEYORS9KLW INC. JULY -5, 2016 i DRAWN BY. � . i nLE: 2016-0722 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 i - i T 3 i .... 1SIQ►IVS BY SAWCUT JO# T SHALL BE SAWCUT INTO e . CONCRETEWIT 4 ) OURS AFTER CONCRETE SLAB POUR BUT OR PRF. Ol�M { Fu tw. 7.C) to • � 1.1 ! U V4 co a(D"x sallx to 1,04 co9co u - f COO ` ' l a4 00 TYf=:[ C:AL SAWED Q Po a pi 41, cameoC Exist-- CDE.��G � COo� C(DNTROL JOINT DETAIL . 1.4 0 ' �� tial'P •/ Y THE UNDERSIGNED s (I.E. ENGINEER) HAS KNOWLEDGE OF ANY SUBSURFACE � Q SOIL CONDITION REPORT; THUS, A -� LL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING P OF 200 PRESSURE M!� pr 40 1 0 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER .: THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED - -+ SHALL BE NOIiFIED AND POSSIBLE FOOTING DESIGN R (I.E. REVISIONS ( E MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO NBE IMPLEMENTED a -3 PRIOR TO COMMENCING WITH FOOTINGS WORK. CID ,,,...... �,.•-rte ow 4 All �. : - - � O i CV$ i # .. lP� .�...r..r......Y.,r...... 1 f 000 r - - A-- OFFICE COPY ,.�++ REVIEWED FOR CODE COMP ' r CITY OF ATLANTIC BEACH - -' -- •..--- ' SEE PERMITS FOR ADDITIONAL R6ujf--lw't4X6:.-10)dfD"' Og J''i'` I'{'HIC F r EQU C _ REQUIREMENTS TS AND CONDITIONS ME51� �� CD CCS .�+` �- --�---..__ r Dot REVIEWED BY: DATE: .. _.. .-.. � .� .___... CHECKED ! # � � t ST � _ 6 tom, a .•.....,toor �, Fp � JOB Nom. row "b mj 4)-ft 4,:� P�,F- SA-v, eALct4 let SHEET 14 (0 ' .5 P t To ! 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ALL 8d COMMON OVER I" x 6" SUBFLOOR TO EACH MINT, FACE NAIL 3 THE WAY TO CONCRETE SLAB -21 9 6: 14irl, .10- 20 2 GROUTED AT LEAST 8' EPDXY 0 2" SUBIFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL::r 16d COMMON 7 2 2 x 7- 8 7" SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON JLS 9 16* O.C. &.2 10 16d COMMON 6 0. 24 �j .0 17*2:.:L':� -6 17.5 6m-6. �-6 2 "SIMPSON FACEMOUNT HANGERS SCHEDULE F TOP OR SOLE PLATE:TO STUD, END NAIL �2 0� ON .0 26-0* 2 -0* 26-0 TUD TO SOLE PLATE. TOE NAIL 0 2r 23� 6 :::25 a 0 S 8d COMM 4 'TS SINGLE 2X8, 2XIO, 2X12 %IOIS WE LM28 7� 24-1 2,t-I 23.r.8 25-5 23-'2 21; 22 3., 9.2.r 1 U!-a'': 'r.�� r L� , , .9.� I I 9.+:.2 14 3 23 TRIPLE -3 Top PLA 23 7' 3 2X8, 2XIO. 2X12 WAMS USE WS28 16* O.C. DOUBLED TES FACE NAIL 10d COMMON 2*1 DOUBLED STUDS FACE NAIL 10d COMMON 24" 0.C. 2 DOUBLE 2X8, 2X10, 2X12 BEAMS USE LUS28-2 LVL BEAMS USE HGUS410 .18L_:I.I' :16 4 DOUBLE PLY 11 7/8 . L 9. 9; 12 2.. 2. 5 DOUBLE PLY 14' 16*LVL BE" USE NQW414 TOP PLATES, LAP AND INTERSECTIONS FACE NAIL 0*, 0* (2) 16d OR (3) 1 Od COMMON 7 0 26 26- :,:26 0* 1 26-W 6 - THREE PLY 11 7/8* LVL BEAMS - ME HGUS5.V1O 0 PIECES - THREE PLY 140 16w LVL BEAMS - USE HGUS&5/14 6d COMMON 6 V % :_ 16" O.C. ALONG+EACH EDGE U -26 0* 16 r3 16* LW BEAMS UK HWS715/14 FOUR PLY 14* & .9 26.0 TOE NAIL 8d COMMON 0* CEILING JOISTS TO PLATE, 26-0 26 9. 26-0 24.7 25-: :25.67 STUD, TOE NAIL 8d COMMON 3 24.0 26-0* 22-6 6 25 Lo "SIMPSON" FASTENERS; CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL (3) 16d OR (4) 10d COMMON C> MODEL No. NUMBER AND TYPE OF FASTENERS CQ C\2 CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL (3) 16d OR (4) 1 Od COMMON OF THE NAILS IN EACH MEMBER BEING CONNECTED co _FL[C T/ON LSTA36 TA13LE 16 CEILING JOIS TS 20 PSF LivE L OA 1), 1 V PSF VFAn LOAV, 240 Dir (18) lod COMMON NAILS, USE WLF OF THE NAILS IN EACH MOM" BEING USED RAF`TER TO PLATE, TOE NAIL 8d COMMON 3 LSTA24 r 10d COMMON NAILS TO HEOR LU 28 SlIke �6) 10d x 1 1/2-TO JOIST 1" BRACE TO E , FACE NAIL 8d COMMON .2 co EL C\2. M HU210 (8) 16d COMMON NAILS TO HEAM S 2 8d COMMON ING TO EACH BEARING, FACE NAIL (4) 10d x 1 1/2"TO JOET COMMON H2.5A OVER 1" x 8.*� SHEATHING TO EACH BEARING, FACE NAIL 8d 3 (5) 8d TO R*M Z (5) 8d TO TOP PLATES H3 (4) 8d TO RAF7ER C) O.Cr 16d COMMON 24" ,7 0 (4) 8d TO TOP PLATES MSTAM36 (13) 10d COMMON NAILS TO 20d COMMON 32* O.C. AT*TOP AND -UP GIRDERS AND BEAMS, OF THREEMEMBERS BUILT (8) 1/4* 0 x 2 1/4*TITEN SCREWS TO CMU BLOCK BOTTOM AND STAGGERED SPH SPLICE. (10) 10d x 1 1/2'TO STUD 71: z 2 ENDS AND AT EACH HGUS7.24/14 (66) 16d COMMON NAILS TO SUIPPORTM GIRDER 7 S AM (22) 16d COMMON K%S TO SUPPMED BE r 24 9,; 2" PLANK 16d COMMON 2 EACH BEARING 5 6 HGUS 7.25/10 (46) 16d COMMON NAILS TO SUROFM GIIRDER 4, (16) 16d COMMON NAILS TO SuiPPORIED BEAM STUDS TO.SOLE PLATE, END NAIL x r LONG EPDXY GROUTED BOLT 9 4A 16d commpN 2 EACH END z HTT16 (18) 16d COMMON NAIIS TO StFPORnNG GIRDER 1/2'0 3 WOOD STRUCTURALPANEL SUBFLOIORING7 4; L 1 9.. L,L L r., - ; :1' .L L L ' .. . I * r. HTT22 (32) 16d COMMON NAILS TO SUPPORTOC GISPER 1/2*0 x r LOW EPDXY GROUND BOLT 3..6, 3 15/320. 1/2", AND 7/16" 4 16d COMMON, ANNULAR OR 6" O.C.'EDGES AND 12* O.C. INTERMEDIATE �3. SPIRAL THREAD 0 �7 *r.. 9. L r,;$�'.� .I L: !r ., , - r:� r4 2 Or r 8d COMMON OR 6d COMMON 6" O.C. EDGES AND 19/32", AND 3/4" .7 0 USE (2) ROWS OR SPIRAL THREAD 12* O.C. INTERMEDIATE NAILS 0 12* O.C. �AND �16'3 1.;i�6 8-6 OF 10d COMMON 9 7r. .7 Xr a 10d COMMON OR 6" O.C. EDGES AND 8d ANNULAR OR SPIRAL*THREAD 6" O.C. INTERMEDIATE .16'2 .7 1.7 70� j2� 2 Co �2 r 15/32*. 1/2" 16 Go. GALVANIZED WIRE STAPLES, 3/8" 4' O.C. EDGES AND z AND 7 TYPIC&OF (2) 2 26-0- 2 x 12 MINIMUM CROWN 1-5/8" LENGTH 7" O.C. INTERMEDIATE x 6 7HRtJ (2) '37 9" SAYM UNBIM 2 23- 0 z 25- 26 2 19/32", AND 5/8 1 6 Go.:GALVANIZED WIRE STAPLES,.3/8 2-1/2* O.C. EDGES AND 22-3 MINIMUM CROWN 1-5/8" LENGTH 7 -6 0 2 x 10 2* 4* O.C. INTERMEDIATE 23m 20 10 20.2 5 20..39 USE (3) ROWS 24.0 21 WOOD STRUCTURAL PANEL ROOF WALL SHEATHI NG AND joi& W W "d&WUM, D both published 9 OF 12d COMMON d -wrecognizid Span Tabies for 7n i . I . . PTILE ATHING The Spans in these tables wore determined on the Same basis aift,co,e! tjo . 9 L-A, ,L . d were not considerld See Using ThWNtis 4W Design s for addifid NAILS 0 12" O.C. COMMON nal i 1/2" OR LESS . 1 1 :: jSfirnitedt6thespani6'. L . .. , i STAGGER NAILS 16d (WALL) 6* O.C. EDGES'AND by the American Wood Council;concentrated loaft and Uplift loads caused bY Win . IL .. . ..L L I I UMP 0 or 1 So fW IS 9 all 4 on We load only. 12" O.C. INTERMEDIATE r Square foot,(00.D 0000 9 indhesAMW0060,2 9 8d COMMON (ROOF)* information.Applied s am g venin pndspe rd ON BOTH SIDES. on lba Usteo spans are fOr Oij�iervlce conditions u I s to table is labeled as il The load duration factor,CD,is 1.0 Unless shown as 1.15 for snow or 1.25 9 for cdnstrucfi d.s k(I i icates Spa 19/32" OR REATER longerth nd* I the lit n been limited to 26*-V 8d COMMON 6" O.C. EDGES AND and for lumber an 20 feet,an asteris Wet-Service.Check Sources of-supply for available grades and SiZeS, and disclaim r 6ponsibilfty for injufy or 12" O.C. INTERMEDIATE er SFPA,nor its members,warrant that the design values on which the span tpbles are based ate correct, based on Availability.Nefth OF (3) 2 x 10 IM (3) 2 x 12 TYPICAL A ng from the use of [as. amage resufti such span tab 16 Go. GALVANIZED "RE STAPLES,'3/8 4" O.C.EDGES AND 9" %WN UAW MIN. CROWN. LENGTH OF I PLUS 8" O.C. INTERME NATE WOOD STRUCTURAL PANEL OR 'MAU"SPAW SOUMEW ftOJOISn&&17W .2013 DURN PARICLEBOAM THICKNESS Edition VAM All r1gtft reserved. $4 UTHERN FoREsT PRODUcTs AsSOCIATION Copyright C 2013.Southern Forest Products Association 3 16 Ga. GALVANIZED WIRE STAPLES. 3/8" 2" D.C. EDGES AND So /4" MIN. CROWN. LENGTH OF 1" PLUS 5" O.C. INTERMEDIATE 9 USE (3) ROWS : ,. .. . ..L' I L 9 . .. I WOOD STRUCTURAL PANEL OR USE (2) ROWS OF 12d COMMON 0.C. PARTICLEBOARD THICKNESS .......... OF 1 2d CDMMON NAILS 0 12" .............. .......... STAGGER NAILS NAILS 0 12* O.C. FIBERBOARD SHEATHING' REGULAR 6 d COMMON NAI L OR 11 Ga 6" O.C. AT ED GES, 12" O.C. 1/2 ON BOTH SIDES. GALV. ROOFING NAIL 1-1/2- LONG AT OTHER BEARING AREAS LE WITH 7/16 HEAD 0 P LU r 0.C. 0.C. 1/1- STRUCTURAL 8d COMMON NAIL OR 11 Go. AT EDGES 6 R F RAr I ERS STPAP SCHEDU[f FOR BUILDINja 00 (2 -3/4* MY 1* (3) -1-314C PLY LVL: GALV. ROOFIN NAIL 1-1/2* LONG AT OTHER BEARING AREAS HEAD NTH 7/16 Y EXTERP- STUD BEARING WALLS WITH M AIN*L 8d COMMON NAIL OR 11 Go. 3' O.C. AT EDGES, 6* O.C. STRUCTURAL �GALV. ROOFING NAIL 1-3/4�0 LONG AT OTHER BEARING AREAS W AD 7/16- HE WITH 11r0 A307 MACHINE GYPSUM SHEATHING MXTS w/NUIT AND 1/2- 11 gd..1-1/2- GALVANIZED 4* O.C. AT EDGES' HEAD us U TR SS TO TOP . : .. 'UJ TR Ppuff U 2*0 S7EEL WASHERS 7/16 8" O.C. AT OTHER BEARINGS 0 15* 0.C. 4z SUPPORT 5/80: 11 go. 1-3/4" GALVANIZED OR 40 O.C. AT EDGES 16 HEAD 8" O.C. AT OTHER BEARINGS 2 x PS GYPSUM WALLBOARD <600 H2.5A *SIMPSON CU 2 1-3/8- DRYWALL NAIL Ut 1/2 7* O.C. ON CEILINGS 7 W 0.C. ON WALLS 5/8' 1-1/2n DRYWALL NAIL! 70 O.C. ON CEILINGS 8" O.C. ON WALLS 0 Y DOUBLED (I.E (4) 1-3/4! PLY LVL ENDS OP k1DGESv <1 200 0 ON EACH FFICE-CO"M Co 'SIMPSON HIPS, OR�AJALUES 2-5A OPPOSITE RN H BEARING 011 WALLS CUP MULTIPLE MEMBER J01 NUMBEF B CONNECI -DTTA MBEF 1 0 N I L M 1 60 (61 OLTV (UNLESS NOTED OTHERWSE ON PLANS) SHEET NUMBER WON"moommo- 24 9 S-4 of ea _ ............ __.. . .. 4 ...• - ,• ••• .. •• , .. .. •' .. .. �� PLATE '• •' ` .• ~• ' floor am at I! OF WALLS 19 AT SAC"!RACE : COX PLYWOODbp►DEgC1NG ON {a1 OR 4 x 4 roar 2x O 24" O.C. ROOF RAFTERS, U.O.N. STEEL IVUT CORNER DETAIL: L 4 3-x S,x 1/8- - . • '. : : w+m.ae ori>tw, S1EE�. WASHER (Ii.T.B.) RICANS s`'R G : ' " ' THREADED ;STEEL RODS SYSTEM .'A"ort SH�#5-, ` :.. • ' - INSTALLAWN iNSTRUCTMS ON�Wali. : CASE 1 THE TH 1 M TRADED STT:'Ef. _ No t) DETERMINE STARTING POINT AND MARK.>D ER THE FORM BOARD ., .' . . Z ROI) PER SHEET S Z : BOLT LOCATIONS PRIOR TO CONCRETE POUR IF "J—BOLTS" ARE USED OR O Q wfoar oR MM BOLT LOCATI{NdS DIRECTLY 'ON THE HARDENED CONCRETE IF EPDXY �U G ANCHOR BOLTS ARE USED. N �:• 12 = 2) COE(NER twATIONS SHALL BE PER DETAIL "L" ON THIS SHEEL STEEL:COUPLER '.7 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED PER DETAIL ON THIS SHEET AND PER MANUFACTURER'S RECOMMENDATIONS. . 4}-ALL THREADED STEEL RODS SHALL tOiVFORIut TO THE REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. 5) EPDXY i/y6.OSB NAS AT CAM ORM GROUT SHALL BE ACRYLIC ADHESIVE OR EPDXY SET, "SIMPSON", I _ OM4 F01M SEAMS (SEE SHEET S-2) 3) 2x".`a tt►� 12"0 T'WREAOED STEEL / .. PER PUN' .+ ov�RAe�ta'w/2x ROD PER SHEET S-2 _ IJ2 eDx PLYIMooD` - Cu SYP. #2 RAFFTERS•0 24,aa'• IWOF T - .. ar�RA we ti 3'Raw ... , . ,.a •n2STEEL roe COMMod a H7524 TWIST TIES . N Lsa3•ac -ONCEILING JOISTS U.N. TYPICAL FOLINAATION CASE No. -2 axs P.T. POST Qi �t SEE , co DETAILS OF THIS SHEET. '2 x 12 SV.09 LEDGER . .' _ ST �! TOP 'FAS'TEli L:EDQ�R ro ROOF PO STRAPPING �•' i.. ;. • aYwm mooEPDXYGROUTlilt cDETAIL cNT.Sy ax 3 Sa�vs o axe P.T_ POST TYP. ANTERIOR BEARING DETAIL ABU ss, *SIMPSON", H POST ANCHOR 44 O NG FOR ROOF NIPS 8c RIDGE : Oa'sll�sorl"HZ.S - '� DRILL s"'INTO CONCRETE W/c$3 as COMMON MArLs. T. LoKR ROW FROM RAM TO .. : RAFTER 4 24 Q.C. •, . ' . . . .. •. '• . . _ - - .. .. _ _. • _ - •. .. -• - •• ;''• HSI ry irS.t D ERDETAIL JAMBSTRAPPING AT OVERFRAMING RAFT ER F O 'E V V //yy► W.S.} TOP & BOTTOM (N.T.S.) . .. .. . .. , - - - '. ' - . •, ,• . N.T.S. •• - • . . . . '• •, _: '. •• • • . '. • : . . � • - � W � F Ch - _ C?Sis3 NAIL W/ 8d � ...________� - . . � , . - �__ ___- NAIL$ ON 32/12' O.C. ONTO.2x SYP „T STUDS SPACE ON I6' OIL. 1/162 088 MAIL W/ Sd s , a 0) COrt ION NAILS ON 31/12' OAC. ROOF RAFTERS (PER PLAN) E ONTO 22 x b' SYR*2 STUDS :; :.'. : .5A', •"SIMPSON" CLiP'(TYP`) i : •• • SPACE ON 16 O.C. H2 ;, 2 (2)2x P.T. SYP 42 FASTEN TO 32 :• ; OR SEE SCHEDULE A ON CMU BLOCK JAMB W/Y42 0 x 4 V4• SHEET # S--4- � LCt4G TAFlGONS ON b' OAC. 2 x b I='T. SYP. '12 FASTEN :. M HEADER PER PLAN TO CMU BLOCK JAMB W/ 1/4'4 x 6' - BEA ( ) '. . :, LONG TAPCONB ON b' O C 16" i 2'��s THREADED • ,. 8x8 x16 ,MU ISLOCIC W E n 1 11 Int(�7 :: :.. TYP. ROD, TYP. PER PLAN' 8'x8'x16' C3"1U BLOCK _ . 2x CR LES ND IPP E ' . i .� •y• ( } 2x PLATES - - . •• . .. .. . . , . - - _ . . . . 2 NAILED 0TOP & , �? a. :w. BOTTOM W/ (2) 16d C)ETAIL I=LAN COMMON NAILES a VIEW .' t ' , •. NAIL PER• U E A33 "SIMPSON" ANGLE,,'" �,.i►. :J ,FBS Ate'aV��___- _ TYP._NEEDED WHEN STUD WALL51 CMU WA LLS �. _ - - � ": . • .• • :• ' ' •' •. 18" • OPENING��•...T1fiAN`-4• , •_.....____.. , ...,,. I 2x6 P.T. :•. : . BUILT UP •WALLS, KNEE �WALLS •FRAMING WERE�,NEEDED ^D . • :. . ' NAIL Roof sajEjal•IwG To : SUPPORTING TRUSSEV RAftm' • • . e3�a•Roof sHeATHrI�to .. . . _ > SUPPORTING TRUSSES/RAFiEiiS W/8d ONK 9~NAILS ON Is ..04'O.C.WgFNPI Fl.OF a' WJ 8d RINK SHAW NAILS ON 2x12 R1DCE,TOE TO EACH RIDGES,HIPS.EDGIL AND (1011 CORNERS.AND ALL 4'Y4 O.C.WITHIr1 FT.OF HIP W/ 1d NILS. 2x12 RtIDGE OR HIP,TOE f�fAlt TO RIDGES.HYS.ED�AND STAGGER MAILS EACH FACE ' aVE ftANGS.1il111 ON 6Yg' EACH;ftx10 RAFTER W/(8}12d CORNERS.AND ALL TO AVOID WOOD EVERYWHERE 83E tOE .STAGGER NMS ON OVERHANGS.NAIL ON C/8' EACHI.SIDE TO AVOID WOOD EVERYWHERE ELSE • ' . ;. -CE i PY ;. . . . .. : . ' , . .roe NUMM 2x12 HIP -201 W _ Tyr. . Nu .. :S of 6, SYP#2 RATERS,SIZE SPACING PER SHEET S 3 _- RIDGE GR HIP/ RAFTER TOE NAtUNG :. RIDGE/ HIP CONNECTIO TOE NAILING TOE NAILING DETAIL"H" 8 _ NTS NTS .. .. .. - , w.•.«....M•••w......._.._._.......r-. .......+^w...... .....-...... «rw.. ,•••.. .... .. ...... .......w•..r^..._•"""«•.• ••"rte . . . . . . . .. .. . . . . . R . k . .. I . . -.... . ! . . . . . _. ... ._ -. . r .. _..._::..... _ . - General Structural Notes: . . .3 Mix pro ns and design:proportion mixes complying with Mix Desi n Criteria - . . FASTENERS . . design pros adores specified In ACI 301. ye oads Per Section 1607 o FBC 2914 ExpanRon bolts shall be HILTI Kwlx BOLT 3 or a roved uaL Embedment in :i 1. xt is the intent of Engineer: tbat this Mork a. u II blast furnace Ray(ASTM C9t39`)(NEW CHEM)to not ROOf........... ;.....%L.I..Y..I I...1.I-I...I:�...L...1 L.I.I.1.+I 1.I....II..�..I I I...I...I+�-.....L.1��...I 1�..I.....I. .16 .:.�....1..CW09=*n0 ,4.a..1:: .,.*�.L-..,...+...INi_.-., - psi .concrete or solid grouted masonry shall be 7 bolt diameters mialmass,U.N.Q. be in conformance with a rements of the ex 80%of content b w . . Y 1, : . . . y adhesive shall be HILTI HIT-HY 150 max cartridge system(HiLTI HIT-RE 500,if authorities hav urlsdic iaman over this of b. U ,it use of ash AST C 18 TYPE C OR F to not exceed m ( M 6 ) 2. Dead Loa S Per S@CfiOn 1.696 Of FBG 2914 hole is cored instead of drilled)or approved equal,UNO.embedment shall be 12 bar feta,UNO.Hole dbm�a�shall be ne•greater than recentmersaed by meant.l+oie construction and occupancy. Al contractors shall do ?.0 of Portland cement(ASTM C150 TYPE 7 OR 2)content by QO{pm Ord oroo'�tru@s or celiin clots 10 sf `�"1e their work i n confozmanoe th all applicable codes ght Do not us*fiyash in conjunction with blast furnace g� .•.. p shall be brushed out with bottle brush artd then blown out with air using a cempressor with . . and regulations. .. sla . . TOP Chord of roof trusses or rafters...... psf a functional oil trap.Installation OUR be in accordance with manufacturers . . . . . a normal wed concrete the . c ign minces to provtd ht wRh instrgctlons. 2. The Contractor shall v+�erify all conditions and ,: . . II fo ng properties' power actuated fasteners(PAF)shall be HILTI X-DNI 0.145"diameter or equal.embed 4I�Io . di mer:ions at the job aitee p or to camaenciM xork. .. " . I min 1-1/4 into concrete and cum.do noplace within I"of cmu mortar joint.PAF dwR ...- IL 1} Water-cement raila; 053 Ma�amvm Wind Qesign Criteria(Myer Section 1609 of FSC 20141ompdete netrate atractural sfAeR. 2} Air eMroinment[ASTM G 260x 3x6{/-1'r6 3. --Y+�••,.•. a p._n .1�-.,_...���..■ ly pe . . 3. Contractor afraid suppl , locate and .bails_ into d. sin limits:proportion and design mixes to result len concrete Ultimate Design Wind Speed,VUIt=130 m fi Wind Ex OS e" " Rik the Work all inserts, "chors, angles, plates, p p p Ur B 8 . slump np a#point of pWcement as follows: enintTs, sleeves, hangers, slab depressions, and Category"11" Structure,GCPi={+)Or(-)0.18 ( Enclosed Structure), Roof Pitch . Ovcon TxuSSEs .' 1) Ramps and sloping surfaces,mai more than 3 inches. . pitches as may be required to attach drawings and 2) ether concrete:4 tunics�/-1" 1S more than 7 degr@Qs but less than 27 degrees, Structure MRH Truss maw shag submit shop drAwtn #ndleatYg actwltram b�yont,design, $ . accaaamodate other work. e. Flu and course aggregates shoo be per ASTM C33. i8 less than 60 ft. wind uplitit at . bearleg Locations,number and types oftrusses,sec.shop drawings and . . 4. All details and secti shown on the drawings 4. Sine added ter is permitted within the 1*15 minutes that the truck tsalculrationa s4alibe signed and sealed by a registered prnfessiunal .Tema are intended to be typical shall be construed to arrives on th job site provided that the water eemw*ratio and the 3,A.Components$Cladding Design Pressures ' ''` : draRin shall coon�te and all trues dimensions ndesigns wih.arich seex's apply to any similar situs elsewhere in fie work slump limits re oaf exceeded however not more than one gallon of ROOF' a=3' 0" Roof except Where.a different de 1 is shown. '`water per c le yard of concrete may be used to adjust the mix at the Laming plan and truer types are ding: . and are Intended so indicate > d jobsite. d AreaL9..ft. Pressor eo"t only for roof coa#iguratbn. . . Zone Eff®ctive Win . 3 0 $ o 5. Subsurface soil condiion information is not 5. ConsoOdafe an concrete,other than Rales on grade using mechanical 1 1 - Trusses shallbe designed,bbnteated,orad erected I!a000rdance with ANSIIIPII"natbmnl k available. Fonasdati.ons are . signed for 2000 psi soil vibrating.eq pment. 1 20 16.5 -27,9 design standards for metal-plate-connected wood trans au�ssdtKcttosn:' . bearing . capacity. Con r shall report any . 6. Do not Alae a concrete during vain or of rain is likely to occur prior to 1 5o 13.9 26.8 Temporary tans bradrsag shalt be in accordance with recommersuded design ;; eo 1 spm differing conditions to Designer prior to concrete eMnp. . 1 100 ns for _ O° m m 12 8 Z and commeafary bnyuSng of mdetal plate connected good trusses"(TPI D98j Z . couunncing work. . . . .7. The contra or shat!engage a testing agency acceptable to the - 6.0 " ,and reoonnnmendafliens for handlh@,hnstalasg,ami bracing medalplate ci �� . . Z 10 18.1 -49.9 wnmeded wood trusses"(TPIHB).Instau allweb bracing regalred by the terns d I o3c a a so rd d of 6. Itis the Contractor' sole re ibiiity to ': architect to for each cubic ya s or each aye pour . . O � U < D vs T bottom chord and web b 2 20 16.5 -46.0 racing shah remafau permaeentlly in place.The botlem chord bracing shall not exceed 10'spacing for trusses where no shea is a to the d+eteaaine erection p1boedur and seq+tenoe to insure each Type nnpASTlK c143) 2 50 13.9 -40.6 - the safety of the building ;and .its component parts 2 100 .` 12,8 -36.7 chord or wiW truss bottom iffier'.Provide 2x4 iteral ler 36"under b. An atE entrainment test[ASTM C173) . .m bottom a�g trusses.All bra 4C) during erection. c. C presshve siren - P dug shag be mailed w#h 2-16d ns da intones. cos),provide one set of 4 3 10 181 73.9 At trusses requiring web bracing,provide 2x4 diagonal brace(approx 45 degrees)(�Z0" . Cn ped M 1 men be Qth tests(ASTM . cylinders mens per AST C3 .One sped is to 3 29 16.5 -69.1 maximum s ado Nail one end of di Ca . . . .. : ed of seven d daysand on P diagonal to web of truss at roof;nag m6ddle of diagonal . res ,two specimens at 2a y, e 50 13.9 -62.7 :to truss web at Iatennalbraclag location and the other end o[dfagend to bottom efweb at . . . . Construction notes: s cimen retained Slater testing is required.Submit copies of g to architect12.8 -57.9 a C�2 3 100 .:Wird truss. . . . . .. . undatlDm• . . .'. d. C crete density for U h#concrete. W a, : R f O erhan a 3-0 coNRETE MAsoNItY i----•i w . . g one Effective wind Area sq. ft. �• Th .1 11y" u�i4�:JI.04�.��..4:.�I..S:�..I:I"A...4�-..�At.IH...�...-;I....I�.-.�I;.11I1:.,. Pressu s 1. Footings shall bear vpona� undisturbed soil or upon j �� flD e ib ,�! .1..1�1I,:i-P .Pi�1...I.1I.'...*I..,..f,1I,......<q*...fd I-..�..I�+:..-�1.::.�....+1I.... structural fill eoupacted to a density of at 954h of dm�es. a ACI 530/ASCE S code reqs for masonry 01 Standard Proctor xrn�tiwnun Dry Density (AS7K D1557) for RE GSE 2 20 • ) ACI 530.1/ASCE 6 specifications 1br masonry!fractures. arra a depth of at least one foot (1') below the bottom' of L CRSI and ACI s ndards a 2 100 $4 O°n'y g g 'n � d� E-i " . .. PPty -58.4 2. Concrete m as units shall be lead b confo to ASTM C-9A,T e the footing• .. X All deformed b shall conform to ASTM A615,Grade 60 __ - 2,having a minimum compressive strength of 1900 PSI(net area).See 1. 4 3 10 � D w c fo AST'VI A185 3 2 98.3 drawings for Bre rating is shall be All welded *f rbri shall con ens to 0 r"niremen .f'm-'1500 psi �„+� 2.lihere shown, .comes of block;m�asonry -8$.6 . . U i 4. Submit for revs +shop drawings of relnforeLng sleet details prior to fabrication 3 100 3. Flll Gelb as noted on drawings with coarse groat eonformdug tee ASTM C-4751: �.l `ZO � filled with coarse grout or pea gravel concrete with -66.4 aving a s range of 9"+/-1". mininnuom compressive strength f 2500 psi at 28 days. reinforcing steel . S. lain sit welded wi fabrk a minimcem distance of one cross wire spacing plus two walls: a=3'-0" 4. Provide galvanized wire truss type horizontral joint reltforcing at 18'OC.(9 Gage W Q W .: 3. Painforcing steel shall be AMM A 615 Grade 60 inches. ZOn ' Effe EIV Wind Ar sq.ft) Pressure Jew o dnrawaII mdninrmm unless noted otherwise.Provide refabrkwsed p tee,earner O (,. steel oonfo ting to ACI 301, I 315, ACI 318 and GRSI 6. AV reinforcing st 1 shall be supported on standard accessories,held rigidly and 1 reinforcing. . Manual of Standard Practice test editions. . accurately in pl and protected against displacement before and during placement 4 20.0 29.9 -32.6 S. The beams cast on baasanry Ovalis stpall be constructed so so kff and bond fits bbek a . 4. All continuous vie: cal and horinro d concrete. 4 60.0 281 -30.7 cells.The use of building paper or sheet plastic ft ebse to voids below is not allowed. F-t W 7. Reinforcement chair l that rest on concrete surfaces that will bee sed in the � � � � I 2J reinforcing steel in foo .shall be lap splice 4 100.0 26.T •29,3 Aldmasonry Ovalle shown as the strudurni drawinga have been des sn resist the minims of 48 bar diems► or 30", whichew+er is flaisbed structu shall be fabricated of stainless steel or shall be plastic coated. 5 10.0 31.4 -41.9 airs code vertical and lateral farces in the 8nad constrnebed n Q greater unless otherwise nmo 5 20.0 29.9 -391 ensile of the contractor sa brace We waits for oertiaai and bloods It is the �'�' esu Where splice len hs are not specified,use 50 bar diameter 5 P 3' e� . Q'i W - 5 Tine folloWinq min,tmum creta ceVe shall _be •0 28.1 -35.4 . . W .ROUGH GA NIRY 5 . . W W M H . 100.0 26.7 -32.fi II . provided for reinforoesment: lu . . 1. AN sawn mber haft be Ms Na Z Southern tae a 19%max moisture _... .. .._.... __.... Z I . » P C . '.,-., . content. . zoo s.. L I - ......... 3 3. ind Loa ting ds(Per Section 1609 of FBC 24'x4) _ o x inches 2. Provide tight ga metal fasteners Indicated.Secure per fastening schedule publish �a �� +.' ;t.� Z Ultimate Design Wind Speed,Vait=132 mph,Wind Ex urs B Risk .. W in the MFG.cats four Eire maximum capacity UN O.Fasteners exposed to p � , G., . �� �� Cat o II = + - . eg ry Structure, GCPi OOr(-)0.0 O nStructure Roof Pitch . slabs ambient eenditlo shall be stainless steed and secured with staimhess steed rattan. ( pe ), W .. . . . on Grade-.. ...... .... Centered Fasteners at all o her locations shalt be galvanized steel.Substitutions are permitted is 16 degrees,Structure MRH is 15 ft. . . . provided That W have an equal or greater capacity Wen the specified fasteners r..r 6. Horizontal beam and foo bars ahalL be bent 1�- . . and cs a da is submitted fora royal b the architect. 3.1 Com nents 8c Claddin Desi n Pressures ***: - 0^ around eornere or Corner eith 2'-01lap sla11 PP 7 po g g . . �. . . . prov.d d. I Install rough ca entry work to comply with NYP.A.11"Manual for wood frame Roof: a=3 ft. .. . . . . . . ... ` . 1 . . . . - . ..vonstructlo*"Fe m E30-uAPA Design/construction Guide-Residentia and &n EffeCtil/e Wind Area(sa.ft) Press_U,re IDs f) . Contractor ahold prwide spacers, chairs, con=mercia "and the reoommendatbns o en eared wood products 1 < . �, f gin p _9 11.3 -36.0 bolsters, etc. necessary to rt reinforc9,ng stael. . .. . . ` manufacturer, n.a. Support items which bear on sed concrete surfae . 11.3 ,36.0 . shall have ends which arQ stir tipped or staixnle 4. .Use pressure tree:ed hnmber with water borne pterFatives to comply with AWPA 1 n.a. 11.3 -36.0 , P �. C2 for aII 's in contact with once all 2 . < *�+' . steel. . - nnemb masonry or c ate,exposed fro y and _9 ..18.0 -54.0 . . S. : . . curbs and bloc g ural In connection roofing and waterproofing. 2 n.a. 18.0 -54.0 . . .. 5. Provide cortin wood inning members of size ane spacing indicated.Do not 2 n.a. '!1.3 -36.0 - 3 < . lice struchn-A 2embers between s rts. 9 sPPo _ 22.5 -72.0 . 3 >9 but<36 18.0 -54.0 . . - - .. C TE $ cON IEE .. 36 . 11.3 -36.0 .. . 1. The latest edition of the following ACI Standard ahP� _ . ACI 318 CODE -_._ _ 1 .� _ 318(CODERoof Overhan same as zone��3�� _..:�� : _...: . __ .. I% ACI 304(PLACING) : .: . _ g� -..- ___._____- 1 . . - . ACI 306(WINTER CONCRETING) . . _ f Z ACI lis(DETAII.nvG . . *** plus and minus signs indicate acting toward and away from the building .J . ACI 305(HOT WEATHERCONCRETI�G) Surfaces r@S @l . - - )`'' . >. . ACI 347(FORhI WOM , ACI 211.1(MIK COMPREs�vE) 3.A.2-M1NFR System Design Wind Pressures per Simplified Method 2 of .. ACI 301(SPECIFICATIONS) E 7-2010 Edition V .. . 2. The required concrete strength bared on age of;8 days for elements In the stradwe f w . .__....._.. .._....._.. .--- _...___ .._-.,..__._.. .. . ._... ..------_-_--._-- _.....___-.__-___._... _ ��'qq .. . . shall not be less Wan:3000 PSI 4. R _ V' f Snow L P r ion 1608 of FBC 2014 p e, g=zero . of p ca . , a O . i X ., . . - . 6. mic Desi ria r Section 1613 OF FBC 2014 pi ,: _ s-� l ateo�ry mportance actor le-1.0, .1 . : SD=0.06, Site Class"Vy Fa=1.6, Fv=2.4, SMs=0.16, I a . - SM1=0,144, SDS-0.107, SD10.095 j S is i D i Ory"A:, (Sh � 3 . e me ea nCa - g9 e Stud Frame wood Barin Walls= R 6 5� `•aC . . _ .. . C8*(SDs)1(R1Iej=0.0165 ut Not Less Than (0.044)(SDS)({e)=0,0047 . r 0 01 . . O . . . 0.0165>0.01 • Thus Cs=0.0165 : . . . . v . s r _ � � Q .V=Base Shear={0.0'165 (Wj . . - F oof Level,V=(Roo dead load over Horizontal Tributary Areaj(o.016 . . R At 5 + oa er e i a unary . . (Half of all Dead L d Ov V rt c i 7 b E • A rea)(o.o165) Wo . . . ..