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258 PINE ST SHED 1 `- V o wzm m � . 090O co �' a t y M p n n n x C: v� z z r �yCz� p O D x C r i n Ih ria,' -n m rn Q` : N r '7 Lna Z �m o0 > O , C Ln D o N z� m s 100.00 (PLAT) O m ori Do cz 4 $ e N 66'52'35" W 100.16' (MEASURED) o 0 0 V 0 v �a mrc Z i` 3 c OD y r0 L7 F m� 4 m N m N y Ao m � 1!t (" cn 'n m -um rn a O N� n ca L CA 3' C 2) y A C2 a W Z �,'•.s•, +• Q B CC, ` m Z o� o o n 25.2' 122 p m 01 0 �' v m oL Ze m _-0 O Ago ; . O C� v o < S ? Ln m c� m n _. v v ,,,'; CO Z %U m Z Z m LD O z R �. i (T f' m CP cp `{ D 0 •_[CI D m N N > �rTl O W �"�\ '0 r ;• .� L4 �p C Z U OO�N Z Z �O O z i2 On r i O .� r n� O Ln l71 � O CC a+�a(1 tt1 �� �� � mcn �, 77' 4� m�0 w ":. mO o n m� Op p m c `'' m % n vn �! O DLA .`' I D W�. Z 2 00 00�,c: (n Fn '� o f r D W •.. -1 L' w LA -0 Z z cn N m 0 a r a fT D Ln O) 19.5' Q �m O 6.•' _ r O= m NN O 0 N xN cZ �l C ,� 17.3' N X rD ` > �m> CM 00� O n c,,rrn Z o f�Tl '... ,.. .. .." 00 i '..s 0 Z X)mo O W fTl .. r C N �� �o D' Lnm O D 0 o... O Zn �N D 50.2' �n >m—n X y O F >o mm 18.6' -�i�, rm n:U z m mo o c mODo � D cn a � o j mrO Ow C �ozx 0 o zj o5 a ��rO" W D m 0 ���m � vX z S 67'00'00" E 100.01' (MEASURED) �Dy omn N � m n o O z 100.00' (PLAT) z o �in ::f =f ry m I r n G mm 22 m p n O m r 0 C v �5 z� ►T a a) x n _ c :^ <n o r Ln O n Z ZpN z z �„ Z z D fel !I co c zo 0 o a r n U) R' T1 O a r O `s Q)i v 19 m z d 07, 7,� Z N�� j; r D Nm0 Z; 00 C z� 0L) L) D p� �kZ cuj� ni rD D V P2m 1 P2,c CIO < m rn O o01im � Om U) ��+ v O z I' o '`��m N z 3 SEASPRAY AVENUE o rn No to (50' �c►iT of wad o o a $>� z I >u t 4 i i. 3 l } General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND 0.0'� I I FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON l CONTRACTOR PROVIDED ALLOWANCES. NF, _� _ _ HVAC SYSTEM REQUIREMENTS TO - ,D BE DETERMINED BY OTHERS. N / f LOT AREA CALCULATIONS = PRE DEVELOPMENT STRUCTURAL SYSTEMS 0 TOTAL LOT AREA 5,01 1 SQUARE FEET REQUIREMENTS TO BE DESIGNED DETERMINED BY OTHERS. RESIDENCE 9G8 SQUARE FEET I DESIGNER ASSUMES NO LIABILITY GARAGE 245 SQUARE FEET NOTE5: 2nd story I A/C PAD 9 SQUARE FEET FOR ERRORS OR OMISSIO'NS 'IN: R.O.W. is to be fully sodded and fully rewooden dec stored. ; ONC. DRIVEWAYS WALKWAY 272 SQUARE FEET BUILDING PLANS. CONTRACTOR TO- `. COVERED FRONT PORCH 4G 5QUARE;fEET VERIFY THAT SCOPE OF WORK Roll off container cannot be, placed on City R.O.W. I I III(II MISC. CONCRETE PADS, 3 13 SQUARE FEET,-,, MEETS ALL APPLICABLE CODES SHED _I 22 SQUARE FEET I PRIOR TO COMMENCEMENT OF Roll off container company-must be on City NOTAL LOT COVERAGE 1 ,975 SQUARE FEET approved list: Advanced'Disposal Kealco, I LOT 519 % OF LOT COVERED „ 39.411/0 WORK. Shappelle's, Waste Management. Full erosion control measures must be installed and O TWO STORY LOT AREA CALCULATIONS - P05T DEVELOPMENT approved prior to be innm - pp p g g�an y earth disturbin g � FRAME "TOTAL LOT AREA 5,0I I SQUARE FEET activities. Contact Public Works (247-5834) for w Erosion and Sediment Control Inspection prior to ;construction. 5. OSTED 258 EXISTING RESIDENCE 9G8 SQUARE FEET start of E245 SQUARE FEET XISTING GARAGE .:, Construction vehicles may ark in the R.O.W. of the A/C PAD 9 SQUARE FEET y p CONC. DRIVEWAY 17G SQUARE FEET construction'lot. Constructign vehicles MAY NOT F park in the street or+'' the R.O.W. of other lots. NEW COVERED FRONT ENTRY 82 SQUARE FEET NEW COVERED BACK PORCH 70 SQUARE FEET NEW FRONT STONE WALKWAY @ 50% G I SQUARE FEET z , Since impervious surface added 15 1655 NEW BACKYARD CO NC. 377 SQUARE FEET than 400 s uare feet, no on-site Stora e „q g NEW SIDE YARD.STONE WALKWAY @ 50% 1 8G SQUARE FEET is required for t�is parcel.p �. NEW SHED 120 SQUARE FEET NEWCONG. TRASH AREA 18 SQUARE FEET vn Section 24-66(b) of-.t e Land ° s t, i ' - FV NEW SHOWER PAD 9 SQUARE FEET Development Re ulations T ' p 9 CI: TOTAL LOT COVERAGE 2,32 1 SQUARE FEET Edo OF LOT`COVEKED 4G.3% ` I k o.- t y o 9 . a M1 y: T 5 . N. c. r s d L ❑i i Revision/Issue Date ❑ ❑ l Q General Contractor _X, FLA. DE51GN BUILD, INC. 73 F71 15 1 '5AWGRA55 CORNERS port-o-let R.0.W. M M I a PONTE VEDRA BEACH , FL DRIVEWAY APRON UNIT 1 15 (904) 2 1 9-2276 • from E.O.P. to property line: •• Must be 5" thick Y' FAX (904) 24G-8240 .t •• Minimum 4000 psi fibermesh concrete } -` `:' •• No reinforcing rods or metal allowed in K.0.W. f Vehicle Parking Space Firm Name and Address � APPROXIMATE-`E.O.P. �� F, t:. DE5IGNED BY JOHN ROWAN M 1 5 1 5AWGRA55 CORNER5 Port-o-let UNIT 101 / PINE STREET ( 50 RIGHT OF WAY) -- — — — — — — -- — — — — — — PONTE VEDRA BEACH , FL (904) 759-7087 Project Name and Address APPROXIMATE E.O.F . GALLOWAY PROJECT }. r i.. d 51258 T,E 0RA[ NAG E FLAN PINE 5T. ATLANTIC BEACH , FL F R.0.w SCALE I "= 10' ur DRAINAGE PLAN Projec Sheet q 201 4-0006 Date 09104114✓ 04 14 / / OF I SHEETS r: �: SURVEY INFORMATION PROVIDED BY: 1 NOTES: RAYMOND THOMPSON REGISTERED SURVEYOR AND MAPPER# G 14G STATE OF FLO ID NOTES: SURVEY INFORMATION PROVIDED BY: I . BEARINGS ARE BASED ON THE ASSUMBED BEARING OF S I . BEARINGS ARE BASED ON THE ASSUMBED BEARING OF S RAYMOND THOMPSON G7000'00" E ALONG THE NORTHERLY BOUNDARY LINE OF SUBJECT LICENSE BUSINESS NO. 7409 G7°00'00" E ALONG THE NORTHERLY BOUNDARY LINE OF SUBJECT General Notes REGISTERED SURVEYOR AND MAPPER# G 140 STATE OF FLORID PARCEL. PARCEL. LICENSE BUSINESS NO. 7469 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN MAP SHOWING BOUNDARY SURVEY OF 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN j FLOOD ZONE "X" AS SHOWN ON THE NATIONAL FLOOD INSURANCE LOT 5 19, SECTION NO. THREE, SALTAIK, AS RECORDED FLOOD ZONE "X" AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED JUNE 3, 2013, COMMUNITY NUMBER 120077, IN PLAT BOOK 10 PAGE I G, OF THE CURRENT PUBLIC MAP DATED JUNE 3, 2013, COMMUNITY NUMBER 120077, MAP SHOWING BOUNDARY SURVEY OF� PANEL 0409 H RECORDS OF DUVAL COUNTY, FLORIDA. PANEL 0409 H LOT 519, SECTION NO. THREE, SALTAIK, A. RECORDED VERIFY ALL DIMENSIONS AND 3. THIS SURVEY REFLECTS ALL EASEMENTS AND RIGHTS OF WAY 3. THIS SURVEY REFLECTS ALL EASEMENTS AND RIGHTS OF WAY IN PLAT BOOK 10 PAGE 16, OF THE CURRE T PUBLIC CONDITIONS. AS PER KECOKDERD PLAT AND/OR TITLE COMMITMENT IF AS PER RECORDEKD PLAT AND/OR TITLE COMMITMENT IF RECORDS OF DUVAL COUNTY, FLORIDA. SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE ALL DIMENSIONS ARE MEASURED VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 4. THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED 4. THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED TO FACE OF BLOCK, FACE OF ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. FRAMING MEMBERS - UNLESS OTHERWISE NOTED. LOTI AREA CALCULATIONS - POST DEVELOPMENT IUTAL LOT AREA 5,011 SQUARE FEET ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, EXISTING RESIDENCE 9G8 SQUARE FEET CABINETRY, APPLIANCES AND EX15,TING GARAGE 245 SQUARE FEET FLOOR COVERINGS TO BE A/CIPAD 9 SQUARE FEET SELECTED AND APPROVED BY p) N CONC. DRIVEWAY 17G SQUARE FEET NEW COVERED FRONT ENTRY 82 SQUARE FEET OWNERS BASED ON LOT 508 I p NEW�COVERED,BACK PORCH 70 SQUARE FEET CONTRACTOR PROVIDED LOT 508 o LOT 507 o LOT 507 p NEW FRONT STONE WALKWAY @ 50% G I SQUARE FEET ALLOWANCES. I LOT 506 I U U LOT 506 NEWjBACKYARD CONC. 377 SQUARE FEET U I U NEW-SIDE YARD STONE WALKWAY @ 50% 18G SQUARE FEET HVAC SYSTEM REQUIREMENTS TO �I ! ' ( n NEw HED 120 SQUARE FEET 50.00PLAT BE DETERMINED BY OTHERS. 50.00 (PLAT) \ ) I NEW�CONC. TRASH AREA 18 SQUARE FEET ° > » NEW SHOWER PAD 9 SQUARE FEET N 2 3°15'3 6" E i W) �' N 2 3 15 3 6 E (�' TOTAL LOT COVERAGE 2,321 SQUARE FEET STKUCTU RAL SYSTEMS 16 73 I 7 % O LOT COVERED 4G.3% REQUIREMENTS TO BE DESIGNED 7) 49. 96 (MEASURED) !� 49. 96 (MEASURED) - 0.0, i� 0.0 I � � DETERMINED BY OTHERS. j wood fence DESIGNER ASSUMES NO LIABILITY new G' white vinyl privacy fence j ^3.2' FOR ERRORS OR OMISSIONS IN 0.3 i i 0.6 5, O„ wood steps I BUILDING PLANS. CONTRACTOR TO remove 0 ' 6 LOT AREA CALCULATIONS - PRE DEVELOPMENT existin VERIFY THAT SCOPE OF WORK 0'-O" SHEDFRAMEj N shed 9 I �'� TOTAL LOT AREA 5,01 I SQUARE FEET I �'_�"- - I N� - MEETS ALL APPLICABLE CODES ------- -- ------ - ---- - --- ------------------------ ----- - -- '-- - - 0 building re5trlctlon Ilne - !�H PRIOR TO COMMENCEMENT OF bulldln re5trlctlon Ime I g jremove LtJ RESIDENCE 9G8 SQUARE FEET WORK. 10.0' I LOT 519 existing I N GARAGE 245 SQUARE FET - ' U A/C PAD concret I 9 SQUARE FET 1 73 -T I patio 73U CONC. DRIVEWAY* WALKWAY 272 SQUARE FET Q COVERED FRONT PORCH 4G SQUARE FEET j LiJ MISC. CONCRETE PADS 3 1 3 SQUARE FET W �� W I o i SHED 122 SQUARE FET 0 . w TOTAL LOT COVERAGE 1 ,975 SQUARE FET j ao o % OF LOT COVERED 39.4%a , 2nd 5to i o 2nd story I r-, `� Q wooden deck o o Q wooden deck 0 Q L,J . . r Q LIJ 11 ' I�I) I IIIIII - � 34.3' O Y �� e I 34.3 p Wa- 41"I 0 0 a J I j / < O - O CO I PAD Com ,,,..: L j o 0 EXISTING O 0 • EXISTING 0 o i � ' o o N TWO STORY o 0 - O N TWO STORY V.o _ - 0 o �� :. _ AME - 0 r- AME _ � • �;�, FRAME a 0 o ! 258 -- o #258 •' # 1. . o LOT 518 r remove W LOT 520 LOT 519 LO LOT existing I , LOT 520 ' concrete , . : N OV@R 14.5' _. ad Ie 1:4.5 o �, '' p T LO 0 new gravel stone walkway � -T remove 15"-pots No. Revision Issue Date existing = - /6.7' /6 7 W i covered I 1-0 deck fill LO ve I , tleW ood new covered 0 General Contractor (n N dec entry porch 0 i Stone FLA. DESIGN BUILD, INC. N walk � _ ' wa O In I z I 1 5 1 5AWGRA55 CORNER5 w 0 w n j ] < PONTE VEDRA BEACH , FL Q 7 - 20'-0° z - 13 - Q UNIT 1 15 20 - - - - { -0 Z 13 1--- - - - p O ,., building re5trlctlon Ilne �- (� building re5trlctlon Ime o . _ >- _ (904) 2 9- remove o existing {� new FAX (904) 246-8240 o new concrete l �` white walkway i. °. Q='� front I vinyln to yard In ( fence (n " . walkway ^ ? .• firm Name and Address - gate DF51GNED BY JOHN ROWAN 151 5AWGRA55 CORNERS c . a E t � i 250.00 R.O.W. ' PLAT R.O.W. 250`00' (PLAT) ( ) UNIT I O DRIVEWAY APRON > PONTE VEDRA BEACH FL 0o r S 23 0 5 3.6 W I , I � ;!BLOCK t a. BL CK F 904 759-708 o I it o - • from E.O.P. to property line: ( 7 `CO CORNER ,'-'11.1 CORNER ) 5 23 05 36 W i 50. 18 M " E A SU R E D •• Must be 5 thick ( ) G ' •• Minimum 4000 5� fi 50. 16' (MEASURED) i _ p bermesh concrete 50.00 (PLAT) No reinforcing rods or metal allowed~in 0 o 50.00 PLAT ( ) R.O.W. o _ Project Name and Address GALLOWAY PROJECT { APPROXIMATE APPROXIMATE E.O.P. z ' E.O.P. 258 PINE 5T. a ATLANTIC BEACH , FL PINE . STREET ( 5,0' RIGHT OF WAYPINE STREET ( 50 RIGHT OF WY)i A � _ -- - _ 51TE PLAN Sheet 1 4 ` APPROXIMATE E.0'0. ProJ eot APPROXIMATE E.O.P. 20 - -r t 0006 �' Date Date- i . 5 �. �.. � ��� A N 9 04 4 TIN ITELAN a� EX 5 G5 � A� -w x Sc2 ale SCA I it 0' 1 i._ - 1 1 SCALE 1 - 1 .0 x: LE I Q of 1 2 SHEETS ? R.O.W. R.O.W. I { OAt- o } } a t it General Notes a 8 x VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND FLOOR COVERI NGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON CONTRACTOR PROVIDED ALLOWANCES. reinfo C concrete foots g5 per structuralj HVAC SYSTEM REQUIREMENTS TO foundation plan j BE DETERMINED BY OTHERS. / / STRUCTURAL SYSTEMS / REQUIREMENTS TO BE DESIGNED CX15ting foundation � DETERMINED BY OTHERS. exi5tin foundation 9 _ DESIGNER ASSUMES NO LIABILITY 12-x 12"CMU under post FOR ERRORS OR OMISSIONS IN (tyr) iiiaiiiaiiiiiiiiiiai% BUILDING PLANS. CONTRACTOR TO o VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES ' PRIOR TO COMMENCEMENT OF ell WORK. Arx exl5ting foundation 4. //// vy j' �////% j Ln 16 ---- / Fill -- rx - - -—� O m j remfor..ed concrete jfootin s per structural - J found ion plan , at { 1 _._ r - 12"x 12"CMU j ex15tin foundation ctYp� - o No. Revision/Issue Date General Contractor FLA. DESIGN BUILD, INC. 1 5 1 5AWGRA55 CORNER5 PONTE VEDRA BEACH , FL ,I UNIT 1 15 (904) 219-227G FAX (904) 24G-8240 t 12'-1 1 1/2" 1 1'-8 1/2"ol Firm Name and Address 1 9'-5 1/2" DE5IGNED BY JOHN ROWAN 1 5 1 5AWGRA55 CORNERS ,F ti. :- ARC/ HITECTURAL f FLAN UNIT I O I PONTE VEDRA BEACH , FL SCALE I/4" 1 '-O" (904) 759-7087 4 Dimensions may vary 51 ghtly Architectural foundation plan provided for jeometric Project Name and Address die to fleld modificati n5 planning purposes only. 5C structural sheets for structural GALLOWAY PROJECT and adju5tment5 details and requirements. Any reference on thl5 plan to 258 PINE 5T. structural elements are for planning purposes only. ATLANTIC BEACH , FL 5;tructural sheets take precedence. i ARCHITECTURAL FOUNDATION PLAN Project Sheet 201 4-0006 S Date 09/04/ 14 - ,4t Scale 11= 1-011 — 11 OF SHEETS 114 - 1 O 4 / 2 a - i General Notes VERIFY ALL DIMENSIONS AND CONDITIONS, ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED, ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, 50'-o I/4" CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE SELECTED AND APPROVED BY I I'-O 112" 16'-t I" 3-0 1/4" 19'-0 112" _ AREA CALCULATIONS owNERs BASED ON CONTRACTOR PROVIDED FIRST FLOOR CONDITIONED 968 SQUARE FES T ALLOWANCES. 14'-1 O 112" 7-1 1/4" 28'-0'112" SECOND FLOOR CONDITIONED 869 SQUARE FEET HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. TOTAL CONDITIONED 1 ,837 SQUARE FEET STRUCTURAL SYSTEMS REQUIREMENTS TO BE DESIGNED GARAGE 245 SQUARE FEET DETERMINED BY OTHERS. FRONT PORCH 4G SQUARE FEET DESIGNER ASSUMES NO LIABILITY FOR ERRORS OK OMISSIONS IN 3030 \� " 5 c ` TOTAL UNDE}F�KC)OF 'r 2, 125 SQUARE FEET BUILDING PLANS. CONTRACTOR TO 43-i/2" VERIFY THAT SCOPE OF WORK sdl ' / MEETS ALL APPLICABLE CODES a o PRIOR TO COMMENCEMENT OF N - o -- _ h WORK. N u, ----------------- r ' ( DINETTE o - y N a DINING I1 Cull `��X o R# 7'-0" ceilin k-- GARAGE 'wr ` � � ., a 8'-O"ceding ° O ROOM I flat, amt d r I flat, p�inted z - ---- ti e «. 8'-4" ceding n t£ N m 8'-O" ceding tie flat, popcor flat, popcor o P a �° L �. �� «, °� << ° x. m — > O 6 _ o car et 0 c ® b L s I O - (V / < a J 6 r 1 115 41 -- = pantry G0531e ening � n,v sink El Oa m •. 3'-2 112" 7-3 I/2 2'-10" 3'-G" -O / m -6 / ° 1 � _ ai O ° @ 5 = e?,'-,thN °i O � ^ sa. /c flat, painted ceding2 o m ra `0x 3 �8 / U m ; 11/1 ceiling 1 2"hi < O 5068 - 6I036 ° height hearths `/( french / 6' tep 4 _ n —— —— sloped _ 3 change / 3068 / \ trans. No. Revision/Issue Date bifold 3'-2 1/2" ei7 i above Tg - height 4'-6 112' ®A �. " chan9e General Contractor m FAMILY ROOM LIVING N FLA. DESIGN BUILD, INC. a u in �, vau e care T - 1 5 1 5AWGRA55 CORNERS �- popcorn N ROOM pp /�� R Ln slope han rads DIV-1 BEAC f=L 8'-O" ceding i 1 27" - 200 i/2" I flat, popcor I ONTE VL :z UNIT 5 Q 0 (904) 2 1 9-2276 Ln FAX (904) 24G-8240 os cn um k: f f+ O CV 5068 — Firm Name and Address � slider f m � m DESIGNED BY JOHN ROWAN 3' 3tep 41- 151 SAWGRASS CORNERS gravel walkway UNIT 10 1 T - PONTE VEDRA BEACH , FL (904) 759-7087 kms. 10 1 2'-1 1 1/2' 1 I'-8 112" T-S 1 T-7 1/4" S.7 - Project Name and Address GALLOWAY PROJECT x 258 PINE ST. 50'-0 1/4" M' Y ATLANTIC BEACH , FL — Existing wall EXISTING FI RST FLOOR EX15TI NG NKSIT FLOOR FLAN A. Wall to be removed PLAN SCALE 114 = 1 -0'• ProjectSheet r2014-0006 Date 4 09/04/ 14 — s k` :* Scale 1 /4 I I_ 1 '-0 1 2 0 OF SHEETS y_ STAIRCASE NOTES: • stairs and landing to be General Notes Espresso-colored Hardwood flooring f' 1 VERIFY ALL DIMENSIONS AND FLOORING NOTES: 1 CONDITIONS. • first floor tile flooring to be Salerno Brunswick ALL DIMENSIONS ARE MEASURED series: Boardwalk TO FACE OF BLOCK, FACE Of AREA CALCULATIONS � FRAMING MEMBERS - UNLESS FIRST FLOOR WALL COLORS: 3 @ > OTHERWISE NOTED. • Club Room accent wall 6" Cn v FI RST FLOOR CONDITIONED color: Sherwin Williams1/4" N - 968 5QUARE FEET 0005 Folkstone. 50'-O ALL NEW PLUMBING FIXTURES, 27'-I I I/2" 3'-O I/4" 19-O I/2" • Club Room, Dining Room, 5ECOND FLOOR CONDITIONED 8:G9 5QUARE FEET TILE LIGHTING FIXTURES Foyer* Kitchen wall color: 6'-3" 14'-7 112" 7'-4 1/4" 26'-0 112" Benjamin Moore Brandon CABINETRY, APPLIANCES, Beige977 : ., - . TOTAL CONDITIONED i 5Q FLOOR COVERINGS TO BE ,837 UARE FEET SELECTED AND APPROVED BY O GARAGE245 SQUARE FEET OWNERS BASED ON WOOD DECK NOTE: 4 ° CONTRACTOR PROVIDED FRONT PORCH 82 SQUARE• stain color = Behr a 3 FEET ALLOWANCES. Premium Wood Coating. a } new G'white color- Padre Brown ° ° d o ❑ vinyl privacy HVAC SYSTEM REQUIREMENTS TO SC I05 48" high fent ° ° a a fence gate TOTAL U N DER ROOF 2, I G4 SQUARE FEET BE DETERMINED BY OTHERS. for trash area °° a4 N 3030 - " BUILT-IN MEDIA CABINET NOTE: , °u° h.s. sill ° y ' STRUCTURAL SYSTEMS • dimensions 24" h KEQUIREMENT5 TO 13E IGNED 22" w J L_ — I countertop DETERMINED B OTH RS� —— 20"d N =' KITCHEN I I I E) cabinets -——— °Q 4 = y L---�- -- -- ---- -------- I LL above wld • bot. of cabinet is 60 a.f.f. - I 8'-O" cedin 3 sink55 ` wn'e' I o d ° ° ° 4 ° ° DESIGNER ASSUMES NO LIABILITY O undermount FOR ERRORS OK OMISSIONS IN wood flooring cPlir ° 4 ° �o 4 a ° - ° RA O K TO � EJE1 1=1 � (see note) � � \� I� GARAGE � ' � ° ° ° m 8'-O" cedin �, � I d BUILDING PLANS. CONT CT ° LIVING/TV �1 Gas Cooktop �e ' I ° " $' ° a °, ° ° a ° a - VERIFY THAT SCOPE OF WORK ° aI �.m er., S'-4"ceding U I 4 a 4 y a ---- _ a ----- - - -- -----� 3'-0" flat 4 o MEETS ALL APPLICABLE CODES x ROOM i t I l pot 0 0 �o ° ° ° ° — e ('drawers p �� m 6� N o i ° 4 ° N PRIOR TO COMMENCEMENT OF a A�, °g I = °�l d4a ° ° ° , ° 4N flat I I m L�---- --------- 4i- r I ° - ° d° a4° - ° a d ° 4 4 WORK. wood flooring ( i ; d 41 °� °° ° ° ° e a ° N (see note) a° a 4 a under stairs - u m ° � L O cabinet drawers X86, �' � L----------------- 4 ° 4 Fr- ceilincj d ° ° ° 6 r-� height cp , 4 ° / �1�6' change ie p UIS • 91/2"4j ° a° 5'-G /2" 5'-4" 12-5 1/2 3'-G.. 8.. , 4_ 7-G I/2" 7 1 10 ° ° ° a a ° ° a 4 O 4 varies / p cke O -2 3/4 built-in i F[fl] �Co�� T-O" ceding ai , media fireplace `t,�c flat, painted 6 wood flooring �O w - ° a Ln cabine ail (see note) m - Go„ / varies ° d 11/1 ceding a.f.f. - 3 btl 5068 3068 G 1036 3068 height w�nex french fix sloped fix M a ° a / change I O ��f 'floating'marble �o lei / 3068 transom ap 6 - G.. ° `. he to match --�- ceih bifold above � u� F.1 N _ 9 (ty d w°° " kitchen counterto s. — g / n . a 4 p I Ties t cha n e ° a 4 bard j N . shelves ood 1 °; u ge \tees L m -- 3068 o d ° , t n: accent n ° � , a in w wall _ sloped ceiling N �Lk - 4 "' `' No. Revision Issue Date -p-7 - °° °° a °° - - 1 27"- 200-112" -— - .: .a�s - - Qpenmg ° e ° d ° a _ 1 FO ER ' new stone walkway w/ / CLUB ROOM ch low-voltage landscape lighting General Contractor 066 d dp 4 4 , a vaulted O" eihng 3068 Iflat N FLA. DESIGN BUILD, INC. °° wood flooring: Salerno wood flooring: Salerno O 5H ED ° a ° j Brunswick Series: Boardwalk Brunswick Seri s: Boardwalk 151 SAWGRA55 CORNERS d HOT TUB � °� ° °4 341 �_ j 5068 french slider � PONTE VEDRA BEACH FL j new wood deck N Jv UNIT I 15 d ° ° d ° OGG ° a I" - (904) 21 9-2276 ° - FAX (904) 246-8240 4a d 4 °d - ° - e Vii;• , Firm Name and Address d° varies D E5 I G N E D BY JOHN O A R W N (ty�� 1 5 1 5AWGRA55 CORNERS new horiz ntal cedar fence UNIT 10 new G'horizontal slat cedar PONTE VE privacy fence 19'-I O" _, 4'-I O" 3'-5" -3 1/2" F L DRA BEACH , -10 ►7'-7,114" 904 759-708 _40 12'-0" 13'-4 112" 1 2'-1 1 112" IP-5 12" ,{ Y — Existing wall f I R5T fLOOR PLAN - - - - New wall t .Removed wall Project Name and Address GALLOWAY PROJECT SCALE :11411 = 1 '-011 258 PINE 5T. ATLANTIC BEACH , FL PROP05ED , I FI RST FLOOR PLAN Pro ect ' J Sheet t 2014 OOOG .., ,. ..' •; az ;, ta; ,,, Date 09104114 ; � "Wte t �1, 1 — I —O OF SHEE e �4 I I I I 12 Ts 4. F. J°.1 i 37'= 112" lo 121-8" 7-9 112" 2'-4" 9'-6 1/4" 5'-43/4" 15'-I 112" I O' 6" 3'-3 112 9 112" 10 4 3030 3040 3040 , " General Notes 2468 h,5• sea I h.5. h.5. M A5T E R 43 X 3 1-112" 3 1-112" ,— sill / \ to sill 5111 Ln 8'-0" ceiling `t I I I flat p P r - oc0 i II i I 1 VERIFY ALL DIMENSIONS AND slope care O i 9'-9 1/4" BEDROOM i i 63 I/2" - 96° m _ CONDITIONS. • I # 1 �i i Vaulted `� N ALL DIMENSIONS ARE MEA „ , O SURED Q � _21popcorn - - I� 0 8'-0" ceiling = I TO FACE OF BLOCK,�r CK FACE OF II O N N m Int 2 flat, popcor FRAMING MEMBERS - UNLESS Ln • I car et ri i OTHERWISE NOTED. 73 v- — O o ped. sink i ALL NEW PLUMBING FIXTURES, � � I I to attic _ � 5to - � Ln �p � = I I g TILE, LIGHTING FIXTURES, N I I 2048 1'-7 3/4" CABINETRY, APPLIANCES AND i j FLOOR COVERINGS TO BE 2'-1 1 1/4" _ SELECTED AND APPROVED BY - 3 CD x 4068 0�8 8'-0" ceding O O v OWNERS BASED ON bifold flat, o corr p p _ E m = ` CONTRACTOR PROVIDED _ ALLOWANCES. = >0 careK 4068 - - - - -- o N blfold ' HVAC SYSTEM REQUIREMENTS TO 0 UCT X05 — —— —— cRr �y BE DETERMINED BY OTHERS. m /f ue� ' 3068 STRUCTURAL SYSTEMS - - fix 6.. step IGNED REQUIREMENTS TO BE DES w rl= 4068 61036 0 DETERMINED BY OTHERS. mo o. lol blfold N trans. i � 2 N 73 p I I above 2668 I DE51GNEK ASSUMES NO LIABILITY 2'-7 I/2" 2'-4" 113'-2 I/2" 5'-6" n T /2°�, 5'-5 1/2" FOR ERRORS OK OMISSIONS IN FAMILY ROOM N BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK BELOW MEETS ALL APPLICABLE CODES t 36" N slope , slope handrails �vauftea` !car et t 96" 128" i 96" 128" m .- O COMMENCEMENT OF PRIOR T ;popcorn! y WORK. slope 127" - 200-1/2 BEDROOM o # 2 I m N n h air 4ti. vau to car et '131-1/2"3040 „ popcorn sdl h.s. m m 8'-4" 3'-4 112" I , — I-xisting wall Wall to be removed z 1 2'-1 1 112" 1 1'-8 112" 7'-9" 5'-3 112" r n 7'-0" 37'-8 1/2.. 7' 3 8 EXISITING;5�GOND ELOOR PLAN 2'-8" 1" 3'-01/2" 9' 6.174 _75' 4 3/4" 10'-6" 3'-3 I/2" - SCALE 114" — 1 '-0" 3030 3040-� 3040 FLOORING NOTES: h.5. k h h s. • bedrooms and hallways to 41 be Espresso-colored = 3 1 al/2" 3 1 1/2" Second floor baths to be p - g j sill s II • hardwood flooriner n li deew ick le roofin N 42" high / op IJ I tiled t'.E frameless\ aiower BEDROOM glass wall O i .i slope O _ _ # I ; ; 63-I✓2" 9� m _ kLo�- Revision/lssue Date STAIRCASE NOTES: - 1 : MASTER N • stairs and landing to be i r linen O = E N - Espresso-colored L I I E I G� 8' 0" ce'din - n� 8'-O"ceding QN g vaulted - O Hardwood flooring flat I - flat - I - N i rain head N N General Contractor d 0 hardwood M hardwood shower I �� flooding 4; FLA. D E5 I G N BUILD INC. A-9 I - - A-9 I N floorm9 20 N 1 5 1 5AWGRA55 CORNERS o_ o ' 00 ' NN PONTE VEDRA BEACH , I=L 7 N N I IDj _ to attic 2068 c9 storage = w BEDROOMPAINT COLORS: packet N m I 2048 N UNIT 115 7/7777�7/777/7771// " ' (904) 2 19-2 276 • MBR all color: Sherman Williams 16'_6 1/2 3'-I" O'�, I I'-I I I/2" sx 600 Folkstone ; • MRB rim ceding: HC 172 Revere multi-media O telPewt r - I closet X08 8'-O" ceiling 4 mfAX 24G- • BRI all color Bay Laurel Faint - �0: c'O flat, popcor I Colle tion b Restoration Hardware _ - O � a� y rZ 8 ---- ---- hardwood ----- - - -- - m 'n t. Spans h M055'6olor., = tele ii5lonfloo/ ------ - ----- BRI rim ceiling color: Revere O ` ring i i �9 Firm Name and Address - - barn Pewter HC I72 - 2'-3 1/2" 068 ;. - m 21 door b I o MBA all color•,.Revere Pewter m m 8 I - D E5 I G N E D BY --- JOHN ROWAN A/C n _ DCT N HC-I 2. m y w\mirrored I I hardwood x = cm Stu - front i I floorin O 9 - <' � _ m -' RASS CORNERS .. . : - � 15 I SAWG „ _. cp 3068 6103 fizw trans fix = 3068 UNIT 10 I abov - er N PONTE VEDRA BEACH , FL s - 904 759 O I4'-9" I f' ( ) 7 (57 I i Project Name and Address slope - �-- PROJECT slope_ , GALLOWAY 128„ 126" - N 258 PINE 5T. is BEDROOM ATLANTIC BEACH , FL ,n EXISTING/PROPOSED os " vaulted hardwood j m flooring ° 5ECOND FLOOR PLA O 13 1-1/2"3040 N - hot tub I sdl h.s. m m (fo illustration / Fur 0565 only) - - - - _ Project Sheet I 1/2" 5,-3 1/2" A , 12' I I I/2 8'4" �'4 1/2" 2 0 1(2� 3' 5� 3 T-0" 5'-116 1/2" "a,, 2'-6" ,2'-7 I/2" l I'-8 I/2" --- 7. 2014-0006 -- ��,„ , it'-I 1 112" 37'-8 I/2 Date x ;: 09/04/ 14 A- 5 12'-0 �� - 10'-7 I/2" ca I S:. c � 1 �.� . I q — I OF S T w, :_- wf — Existin wall w • r SIR sECON D fLo0R ALAN New wall . 3.t 1, Y 2��e. r-- — ---- �`, SCALE 1/4 Removed wall a _ General Notes VERIFY ALL DIMENSIONS AND ULLilt- CONDITIONS. ill f W 1-f- I L L11 LLJ LSI I I I �� IL ILLI I11�1 II III I I I I I loll' ALL DIMENSIONS ARE MEASURED u I I LLLILLLLL�I II IllllL1 LLLL II I HILL - TO FACE OF BLOCK, FACE OF Ill I1J-LI-L1L I I I I L11 I I IJ I i 111 ' architectural shinles FRAMING MEMBERS - UNLESS g Lill . LL►1LLllll11LIll11LIllL1 ► I I � 1y� l 11 I I I i ll1L OTHERWISE NOTED. II U U II U U II U LLLL1 LLLL i LL111 t L111 JILLIH I Li I IL LLJ111 I LIl1 ► I L1 U LL L(l I AM ALL NEW PLUMBING FIXTURES, 1 Irh �LL(�1 LL I1 TILE, LIGHTING FIXTURES, LILI III I I I I CABINETRY, APPLIANCES AND JUELI 1 T-2" second sto I L41L1LL uaJULl ► I I I I I I I I I FLOOR COVEKI NGS TO BE top plate I I I I I I I I �� I IIII II II II l II I I II I II III LL L� L ULAIALL Ll�Ll SELECTED AND APPROVED BY Lffl1_ LLIaLII IIII I LUL �� � i _. OWNERS BASED ON 3 1/2'trim 1ll1J LLLILLLI I I I I I I (�LI �� ���LLL�(J LJ_L 111�LI1 color white I I I II II I f II IIIIl LLL LILLLLLLLLlI 11 11 11 II II II II II II II lLI1 CONTRACTOR PROVIDED III �'II �llJ'llI11'ILIllILILIL11ll�11' 1- LLL1UllLLIU�ILILL I ALLOWANCES. N JL �LLLLI-L LLI I I LLL, L1� 1 ALJ—L.I LWI—IDLE t LLLll L1 ILILILIL II II III ILLI II II II II II II II III HVAC SYSTEM REQUIREMENTS TO plank siding / I I I i I I I II II ►III II LL I BE DETERMINED BY OTHERS. paint color Benjamm Moore I Taos Taupe 2 1 1 1-40 LLLLL LI i I� I �L LLLLLJL I I I A I I I II I I Ill `, STRUCTURAL SYSTEMS 12 REQUIREMENTS TO BE DESIGNED 9'-1" finished floor 5� I II I I I II I I I I I a LL1 � LL� first sto Ll DETERMINED BY OTHERS II I I I LLJJILLLILLL 11 dim, top plate = DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN wood brackets BUILDING PLANS. CONTRACTOR TO Saturn Large Outdoor Wall // VERIFY THAT SCOPE OF WORK Lantern; MFG by Hinkley ❑❑ �_ MEETS ALL APPLICABLE CODES Lighting ❑� ❑� - - � PRIOR TO COMMENCEMENT OF entry door paint color: ❑[ ❑❑ _ 0 WORK. Benjamin Moore- 1 309 7-7 Moroccan Red c O'-O" finished floor �„ rade plank siding overhead carriage 4 l 2" quare columns paint color Benjamin Moore ;'j garage door ' Taos Taupe 21 11-40 fRONT ELEVATION _ 4t ` �k SCALE 1/4 —0" F>R 5 Z l* t" 4-. y. No. Revision/Issue Date existing chimney General Contractor FLA. DE51GN BUILD, INC. ,Y 1 5 1 5AWGRA55 CORNERS S• PONTE VEDRA BEACH , FL 12 UNIT 1 15 (G; I A 6 a6 (904) 219-227(; 17'-2" second sto FAX (904) 246-8240 top plate J - c Firm Name and Address DESIGNED BY JOHN ROWAN 73 1 5 1 5AWGRA55 CORNERS LjLj/ - �` UNIT 10 budder kch-9021-ni — C �L PONTE VEDRA BEACH , seaside lodge/country/rustic/garden LLL 9'-1" finisFied floor outdoor wall sconce � (904) 759-7087 6-11", first sto 12 -top. late �� II II II I �� II I i L1Lll p _ Dili Project Name and Address rear wood GALLOWAY PROJECT 75 bracket ,f. 258 PINE 5T. wood bracket - ATLANTIC BEACH , FL FRONT LEFT 51DE q z k 3 O'-O" finished floor h s - - - -- - = ELEVATIONS rade Saturn Large Outdoor Wall Lantern plank siding ' Mfg by Hinkley Lighting paint color Benjamin Moore Taos Taupe 21 1 1-40 Project Sheet 20 14-0006 4 LEFT 51 DE ELEVATION � Date A— G 09/04/ 14 SCALE 1/4" I '-0" scale 1 /4 1 '-0" OF 12 SHEETS k f F. t 5 General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. existing chimney 1L1 it ILI1J1 IU Ll� IU I II 11 I I IIII II LI_(i I ALL DIMENSIONS ARE MEASURED LLI II II I it I I I I II I I I II I III I I_LI II I I I c II I I I I II LI LL11 11 L llU�LLL -Lit 1�L1 f I II III 11 1111 LtLt II I I_l i JULILI �1llL(llLL TO FACE OF BLOCK, FACE OF LLLLLILLL1U11L1L1LLLILLW_LL1llLli I I I I I I I I I I II I II I I I I II LI I FRAMING MEMBERS - U N LESS IL ULII I I I I II I I III I I it II I I II IIII (I J_� uii u LLll1W_LLLI1LLullLlllllLLL OTHERWISE NOTED. LLL LLLLL 1llL1W�L11111L1LLL1L1LLLll I I I II I I I I II I� I I II I I s i I LLILLLI��ILI Lll111L�L1LLLLLILLLLL-LulILu1LLL111f_�11f_IULLL(11LU_ �LLI_L(�LL architectural shingles LI�I I I I LI 1 1 1 1 1 1 III LILILLLI I III III (I I I I I I I I I I I I I (III �I 12 L1LIL 1I1LL111 1LWLIQ iii it I�ill%1L1� ILIL-I-W�LILLL� II li Li ILS 1 Gp ALL NEW PLUMBING FIXTURES, IllllL11_ LLL1LLLILLLLL(L1L1�llJllLLIJLLLUA . 1L1LlLL�1ll1 LL 1LJ11AL1Lil L I II II I I II II I I it TILE, LIGHTING FIXTURES, LLILLLLI LLI L(a I I I I IL I LL budder kch-902 I-ni �L1LLI-II I I I I II I I I ILI -� ��L�111- Ll�ll CABINETRY, APPLIANCES AND seaside lodge/country/rustic/garden —W-L�-U-�u-��--I-�- ���L -�LI�L I I�L I I I I �lll I I LI III I I I I 11 L LLLIULLL11 LLl Lll 1LL1.1�1 II II l I II LH I utd°or wall Sconce _ _1L11_II IIII 11 II III II I I II FLOOR COVERINGS TO BE - c n sto 1 LLL 1IJ LI1 11111 1J LllJ1111L1I &1=nffi'IIM11 I Il LIJ LII LI LI II LI LII 1 �- U Iu� SELECTED AND APPROVED BY 17' 2" se o d I IIII 111LLLLL1ll1 LLL111LU1 LLI_tnLEVEL Ill_LLLLLILLLL� �I I L II III. lLl I L LLW11_ LL top plate - Y LLILLLIII I_I LI I II L L1LI1 1111 LLJllLI OWNERS BASED ON llLLL1LL III IIILLLLLILLLLLJI L LL_LLLLLI_Il_l_LLLILLLII LI II III LII( iLllil II IIII ILI CONTRACTOR PROVIDED II II III IIII II III II IIII II IIII I LLLIllL1 L111111IL ALLOWANCES. i i i I r I I I I LLLLLLLLLLI�L LLMLILL II II II Ii ii II II II II IIItLL�L �LLLLI ILII II llilLLL HVAC SYSTEM REQUIREMENTS TO LIIILLLI1J11LLLJ�ILLI�LLI�LLL��L11 I�I ISI 1111 l i�i I�ILLj I BE DETERMINED BY OTHERS. = I 1 II I I I I II I I I I I I I I I I II I I I I LII LLI II ZI I I I I I I I i II I I �11_l_L1_L CID LIJ LJ LLII1 L I IIII l I Ll I I IIII 1 i I I I I I I I I I I I 1 I I I I I I deck ost —'— I I I Il LL1 L1l LU LII�I L I I�I_i-LII I I I II L I II IL STRUCTURAL SYSTEMS p - ll�11LLII I IIII it II III L 1 ILI�1LI ISI LI1I�L i REQUIREMENTS TO BE DESIGNED II II II II II II I I I II II II II I IIII I II I I 11 i I I I II DETERMINED BY OTHERS. 9'-1" finished floor I I DESIGNER ASSUMES NO LIABILITY first plate LULL LL1ll FOR ERRORS OR OMISSIONS IN p p BUILDING PLANS. CONTRACTOR TO to late I I - � 77774 VERIFY THAT SCOPE OF WORK 73 wood MEETS ALL APPLICABLE CODES i wilder kch-9021Z3 -n1 bracket PRIOR TO COMMENCEMENT OF 5ea5lde lodge/country/rustic/garden v cp Dutdoor wall sconce s WORK' O'-0" finished floor rade - 12" square columns rear rench doors rear french doors plank siding painted white paint color f3enjamin Moore Taos Taupe 2 1 1 1-40 REAR LEVATION Y SCALE I/4" = I '-O" s9 i No. Revision/Issue Date existing chimney General Contractor FLA. DE51GN BUILD, INC. y 1 5 1 5AWGRA55 CORNERS 12 PONTE VEDRA BEACH , FL 6p 12 UNIT 1 15 a6 (904) 2 1 9-2276 g FAX 904 246-8240 17'-2" second 5t0ry 41 top plate Firm Name and Address _. DE5IGNED BY JOHN ROWAN - _ t 73 15 I SAWGRA55 CORNERS N UNIT 101 i i i i PONTE VEDRA BEACH, FL (904) 759-7087 eW finished floor builder kch-90 I nl' handal" seaside lod count /rustic/ arden 9 9 - fi f outdoor wall Sconce posts 8' I" rs. sto s� Project Name and Address top plate _ GALLOWAY PROJECT wood a ' 258 PINE T. bracket 5 73 roof 4 N bracket ATLANTIC BEACH , I=L beyond shower pad DEAR DIGHT 51 DE ELEVATION ' trash � recycle area- ;i, O'-O" a finished floor rade plank siding side-entrance kitchen door, 12" square columns paint color f3enjamin Moore with dog-door below". AC painted white Project Sheet Taos Taupe 21 I I-40 201 4-0006 >t H"51DE E LEVATIONDate09/04/ 14 _ SCO( SCALE _ 1/4 ri I e 114 _ 1 I—On OF 1 2 SHEETS Al: . A - v ' Y a General Notes i n VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON 50'-0 1/4" CONTRACTOR PROVIDED ALLOWANCES. 37'-8 1/Z' 12'-3 3/4" 01 HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. i ----------------------- ------- -------------------------------------------------------- ------- -------- ry--- ----------T ---------- I STRUCTURAL SYSTEMS I r I I first Sto walls below ; I I second sto I I I REQUIREMENTS TO BE DESIGNED walls below DETERMINED BY OTHERS. II II "' DESIGNER ASSUMES NO LIABILITY II II FOR ERRORS OR OMISSIONS IN I slope lope slope ° i I slope ____ _ ____ __ i �— o I I BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES iii— _ i 3 ' i Sloe N PRIOR TO COMMENCEMENT OF j j I WORK. 2nd story I i 6p Q6 i i III i 12 12 deck I I 6 I I L,I III i I I I + jj ; i slope lope -L first story walls below I III— i -- ---------- III � I Ir—————------- J -------------------------------� l u I I I Y C------------ �� slope II II L II p I i EN I I pL M R cricket I I imen5ion5 may vary slightly due to ch j j 3 chimney second story Ifield modifications and adjustments. m I I walls below I I L---- --------- -——— -- — ------� —� r—————————— ——— -- xti . ..-----T-------------- --— —_ T� -----------1 r -- ------.— ---- _ J J I �a i---------J � I I I I I i� I ••.. ; o slope i i slope slope shed roof over rear exit + I l0 3 ° - c9 - slopes/ i i� ° �' °i I I73 9 -S3 I I — �. � I I o N o N I I '' `o - 12 1 1 �----- = / gable roofi m `r No. ReviSlon Issue Date I I I ridge over porch LZ f L 1 I7 i t I I I I I I slope I I slope slope I I N 9 I I I I I I I/ c9 General Contractor I I 12 ii 12 ii / ��� FLA. DE51GN BUILD INC. I 6� I I QG I I i �� _ 1 5 1 5AWGRA55 CORNER5 ' ' first story wallsbelow I I I PONTE VEDRA BEACH , IF' �- - -------------- ------- L----- ---------------------- ---- ------------------------------J UNIT 1 15 24'- %'-9" 17'-7 1/4" (904) 2 1 9-2276 50'-01/4" ;. FAX (904) 24G-8240 5c main roof section new roof sections Koof Notes: lower roof sections Firm Name and Address All measurements are from face of wall.2. Overhang is 14"unless otherwise stated. ROO LAN D E51 G N E D BY JOHN ROWAN 3. Sheathing per structural sheets. 4. Roofing membrane to be self adhering polymer modified „ — , „ 15 I SAWG RA55 CO RN E R5 bitumen roofing underlayment. SCALE 1/4 1 -� 5. Roofing material to be architectural shingles. ROOF PLAN PROVIDED FOR GEOMETRIC PLANNING PURPOSES ONLY. SEE STRUCTURAL SHEETS FOR UNIT I O 1 G. See floor plan for any ceding height changes. STRUCTURAL DETAILS AND REQUIREMENTS. ANY REFERENCE ON TH15 PLAN TO 5TRUCTURAL ELEMENTS ARE FOR PLANNING PURP05E5 ONLY; STRUCTURAL SHEETS TAKE PRECEDENCE. PO NTE VED RA BEACH , FL I (904) 759-7087 Project Name and Address GALLOWAY PROJECT 258 PINE 5T. ATLANTIC BEACH , FL R00 F PLAN I Project Sheet 2014-0006 Date 09/04/ 14 A— (!3 gs Scale 114 _ 1 '-0" OF 1 2 SHEETS Y — 10.-0.. 1 O'-O" I6P --N 1 112" General Notes i hot tub (for illustration purposes only) VERIFY ALL DIMENSIONS AND o 0 0 o CONDITIONS. N N N N N o ALL DIMENSIONS ARE MEASURED 4° o TO FACE OF BLOCK, FACE OF up FRAMING MEMBERS - UNLESS indown OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, `# 7i'l support tie / TILE, LIGHTING FIXTURES, _ s ep _ CABINETRY, APPLIANCES AND N G"wallG" wallN o o N FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON 4 5'-0" s-a' s'-a' ,� 4� CONTRACTOR PROVIDED ® 10'-0" ® ALLOWANCES. 6" wall 6 wall 10'-O" HVAC SYSTEM REQUIREMENTS TO ' � 3'-O" } BE DETERMINED BY OTHERS. STRUCTURAL SYSTEMS 5HED SECOND E L O R F LA N 5 H E D E 1 R5T E LO O i LAN REQUIREMENTS TO BE DESIGNED � DETERMINED BY OTHERS. SCALE 1/4" = I '-0" SCALE 1/4" — 1 '-0° DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES PRIOR TO COMMENCEMENT Of WORK. no roof on second lev .I no roof on second level second level wall 12"41" 8"cedar trim G" support tie 12 d second level wall 8" cedar trim 8"cedar trim G"cedar siding 6 i 41 G"cedar siding handrail O _ O_ hot tub floor 8'-' 8'-- " hot tub floor_ shed to late 7'-0" M ' 7'-O" shed to late NOTE: NOTE: s cantilevered vertical plank sldrng to vertical plank siding to landing match horizontal cedar match horizontal cedar _ I. wood fence '�-w wood fence D C � '. 3 G'x G"post G"wall . ' y G shed floor O' k rade rade rade rad O'-O" i shed floor G"x 6"post No. Revision/Issue Date budder kch-902 I-ni seaside lodge/country/rustic/garden outdoor wall sconce General tractor x FLA.c�nDE51GN BUILD, INC. 1 5 1 5AWGRA55 CORNERS SHED READ ELEVATION 5HED FRONT ELEVATION Y{: PONTE VEDRA BEACH , FL SCALE 114' = 1 -011 SCALE 114 = 1 -0" UNIT 1 15 (904) 21 9-2276 FAX (904) 246-8240 Firm Name and Address DESIGNED BY JOHN ROWAN 15IA 5 WGRA55 CORNERS no roof on second level no roof on second level second level wall rIL1 2'- " 1 2'-2' s"econd level wall UNIT 101 8"cedar trim 8"cedar trim wall (beyond) y r D.$ PONTE VEDRA BEACH , FL n 1 o_ G" support tie o_ (904) 759-7087 3 (beneath) 3 hot tub floor 8'-4 8'-a" hot tub floor sto late T-O" T-O" shed to late h d Pro ect Name and Address '` 6"cedar s1dmg 6"cedar siding G" s GALLOWAY PROJECT ECT \--cantilevered landm j 33 258 PINE 5T. 13 13 ATLANTIC BEACH , FL n N , o NOTE: NOTE: o plank siding to match plank siding to match C, horizontal cedar wood G"x G° horizontal cedar wood ED I LAN 5 fence support post fence shed floor O'-O° 1 1 1 1 1 1 1 (beneath) O'-O" 5hed floor E LE VAT I O N 5 rade rade ciracle cjracle G"x G" G"x G"post support post Project Shebt 2014-0006 A, Date 09/04/ 14 A- 9 Y,AT scal II I II5H ED LEFT ELEION 5HED RIGHT ELEVATION el /4 = 1 -o of 12 SHEETS .. • .t. "�;. � ?!. .bh..• a SCALE I%4" = 1 '-0'' SCALE 1/4 = I '-0" 1 r 4' 6 ccm 3/4" 5 I/4" General Notes , VERIFY ALL DIMENSIONS AND CONDITIONS. Y Yx ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF ,r FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, 11_0,1 TILE, LIGHTING FIXTURES, CABINS '. �� � ` ; TRY, APPLIANCES AND �s �� ry r FLOOR COVERINGS TO BE y SELECTED AND APPROVED BY OWNERS BASED ON CONTRACTOR PROVIDED ALLOWANCES. . � HVAC 5Y5TEM REQUIREMENTS TO BE DETERMINED BY OTHERS. i M1 rc • STRUCTURAL SYSTEMS � , REQUIREMENTS TO BE DESIGNED 2 _ DETERMINED BY OTHERS � '.IDE51GNEP, ASSUMES NO LIABILITY + ... t f ♦ `:'..... ,.< , 'meg y .. �. s .Y.:., - — � '.1 fOR ERKOK5 OR OMISSIONS IN u ` BUILDING PLANS CONTRACTOTO R 13 VERIFY THAT SCOPE OF WORK „ t C` , 1 d ± . ,; � MEETS ALL APPLICABLE CODES Po a e view plan view PRIOR T EN O COMMENCEMENT OF treshold flashin - ,, ---: ter co lemmen ea ymann ac urers recoCOLUMN DETAIL5 o joint sealant aI } r finish coat. the ph-dei 5y5teM. _ terminates at the base of riser. 11— .,: ,r SCALE 3 4 I -O -..: „ alvanized bonderized deck flan in mm 2 on ::; '"� `, � • : ,=fi„. ?:.�:, �� �•�=� �” `�on ris iz ria - deck and hei ht de ends er s e ove � 11 -� run;metal lathttto d ,, alit eck fl neither side. :.,, caulk between flashin and _, : w o d ash 4 0 �_ . ,. _.., ,., I I _�; ., ,' ." :,. .ho o tai su face Id as well as betwee thresh I > h dek s stem icc es esr 209 � , :.. _.. ...., a .•r.:,..+. •._, .... -r:l... :.,:,k -,..fix.k._.- '; ...:,.. ., ,-, x-4 m n threshold I i ` ora bad I J lie } ( r ave stop , : a-.-, existin structural floors stem �_. >„ �:. w ,i • - - I x 4 drip board �.- 1 I + " 6' facia boa ' a. i; e. i I"X 6"T $ G cedm } ,1 / g 3/4 ext grade plywood slope 1/4 per 12" ewsting 8" rafters Y� {• No. Revision/Issue Date ti z x General Contractor FLA. DE51GN BUILD, INC. 1 5 1 5AWGRA55 CORNER5 PONTE VEDRA BEACH , I=L 2,1 (904) 2 1 9-2276 I 1/411 f FAX (904) 24G-8240 " a Firm Name and Address 4 - DESIGNED BY JOHN ROWAN �t N 1 5 1 5AWGRA55 CORNER5 O N 7u 4 _ ►��� UNIT IOI I _ - t PONTE VEDRA BEACH , FL 21, �— _ - - �O f I I - (904) 759-7067 I _ s pare c umns ntwhit ,, �` t .� ,.�� .' J, 112"f g , _ i y. i , �!' '`. �I =pf Elle Vie plan Vie Project Name and Address GALLOWAY O W PROJECT 256 FINE 5T.i s c ` r > h T DE AILS BEACH ,_ - FL - D OS T �" ATLANTIC BE t , , , - _. . SCALE — t; 1 X3/4" — I '-O" `. F 4 DETAILS ,yam' ty t }` , I r.' E Project Sheet REAR DECK SECTION �, 2014-0006 � Date SCALE 3/4 — I -O h#' 09/04/ 14 i 0 ti - �, Cale }, I t < 1- 4 — 1 0 OF SHEET 0k-, +k' , .µms_.. +• "" r y ' .' ^ h y.' General Notes 5'-6" I VERIFY ALL DIMENSIONS AND 3 CONDITIONS. ALL DIMENSIONS ARE MEASURED soffitt 2'-4" TO FACE OF BLOCK, FACE OF — � I 2'-5" � � FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, Tel w TILE, LIGHTING FIXTURES, vision (depicted size 15 Samsung 50" class) CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON CONTRACTOR PROVIDED ALLOWANCES. HVAC SYSTEM REQUIREMENTS TO shelves ' o BE DETERMINED BY OTHERS. H H STRUCTURAL SYSTEMS REQUIREMENTS TO BE DESIGNED s DETERMINED BY OTHERS. o � DESIGNER ASSUMES NO LIABILITY 3 FOR ERRORS OR OMISSIONS IN BUILDING PLANS. CONTRACTOR TO fridge o VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES HU H LUi PRIOR TO COMMENCEMENT OF WORK. drawers clothes closet r k MULTI -MEDIA CL05ET ELEVATION SCALE 3/4" = 1 '—O _ N r 1, �U } No. Revision/Issue Date N i I - I 3'-I 112" 2'-10" I 4'-I I 112" 5'-O 112" 5�_O �� 1/2 _ N General Contractor I=LA. DESIGN BUILD INC. crown 1 5 1 5AWGRA55 CORNER5 _ tele inion surround moulding �,/i,�i/j, p ceiling / am ght _ hei PONTE VEDRA BEACH , FL - Chan e // /ice g m '' ' UNIT 1 15 % (904) 2 19-227G 52" television I=AX (904) 24G-8240 on pull-out mountm bracket shelf j to hallway g, g to club room w to dining room case Firm Name and Address DESIGNED BY JOHN ROWAN 1 5 1 5AWGRA55 CORNER5 built-in built-in UNIT 101 media o - o media N PONTE EDA BEH F cabinet a cabinet VRACL S = 904 759-7087 peninsula \ n - nj / pemnsula o +1 fireplace fireplace a — Project Name and Address <jbuilt-inii%j j%% GALLOWAY PROJECT bar 256 PINE 5T. marble hearth to float 12" from marble hearth to float 12" from ��/ij�/moi%i�ji% 0ATLANTIC BEACH I=L floor match kitchen counter tops _ floor match kitchen counter tops m INTERIOR ELEVATION5 marble hearth to match kitchen counter tops Project Sheet 2014-0006 LIVING/TV ROOM rl REPLACE ELEVATION 2 3 CLUB DOOM f I REPLACE ELEVATION SCALE 3/4" A— I O= 1 '-0.. A . w Q 0 w CD z 0 LL No x N U o-a Q EXISTIN3 FOOTINGS j TO REN AIN Li Ln 1 rxi5tinoj foundation i/ 13 F71jexl5tln6� foundation / I A U cn 4 I 52co LU c z U) a a? f I Z O o Z O o z m W N f— O O 0O01— j U) z SF iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii/iii/iaiii/iiiiiiiiiiiiiiiiiiiiiii%iiiiaiii/iii — 06 LL 0 to 5" step N L J \ N 52 6'-3'• ///////// exl5 ing foundation i % 5 0 5• 3'TV POST EMBED SEE DETAIL S3 ,®® � -633N/� z. 0. o _--- FOUNDATION .PLAN. SHED �,s °• ••'Q. 12"x24"x24" CONC FTG 70/, — I _ _ ®®�r • •••"�• e,° J /' W/ (3) #4 EA WAY Y4 0 j TYPICAL 12 x12 MASONRY BLOCK W 4> #4 VERTICAL BARS EMBED 12" 1 2" CMU 7" MIN TYPICAL (typ) exl5trncg foundation _ q 4 4" CONCRETE 5LA6 W1 6x6 W 1 ,4xW 1 .4 WWM OR dMi FIBERME5I1 .. –'.o ol m �y 12 MIN VAPOR BARRIER z (2) #4 CONT FOR b= 1 2'� <Q b �-- m " z A EXTERIOR MONOLITHIC FOOTING z O 2 15'-5112 �2 SCALE: ` 4"- I I-OII _ V) I--- LLJ ;... n Q D FOUNDATION PLAN - FRONT PORCH C' FOUNDATION PLAN NOTES: Q 1. REFER TO FLOOR PLAN FOR ANY ADDITIONAL WALL LOCATIONS AND DIMENSIONS. 2. 4 CONCRETE SLAB W/ 6x6 W1.4xW1.4 WWM OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL - TERMITE TREATED. 3: 12"x20" EXTERIOR CONCRETE FOOTING W/ (2) #4 CONTINUOUS. 4: 1/2" x 10" ANCHOR BOLT w/ 3x3xY4" PLATE WASHERS AT THE FOLLOWING LOCATIONS: A. 8" ADJACENT TO EACH CORNER W 3. 12" EACH SIDE OF WALL OPENING C. 48" IN FIELD. U D. NOTE THAT WASHERS ARE NOT REQUIRED AT THREADED RODLd LOCATIONS. g CD W = 5. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY IN (n LL C� WRITING IF DISCREPANCIES FOUND BETWEEN FIELD CONDITIONSAND Q W ENGINEERING PLAN. ~ W � m <t z C) O IZ Q 00 __j <t L( I— N <C DRAWN BY DVL DATE 12-04-14 SCALE SCALE DESIGNED BY p y C 0 FlLr DVL JOB NO. 140904 SHEET N S2 Q 0 Ld C� z 111111 111111 IIITII 111111 111111 IIH 11 111111 111111 IIII'll 1111 1 111111 111111 111111 111111 Till 0 1 111 11 111111 111111 IIITII 111111 11111 111111 [flill 111111 111111 111111 111111 11 11 fill 11 [ill 11 Ill11 1 fill 11 11111 1 ilifil ill] 11 111111 111111 111111 Ill Ill] 11 111111 111111 11 ITII 111111 IIITII 111111 1 a 111111 111111 1111 1 111111 111111 IIITIl IIITII 1111111 ill 11 111111 111111 111111 111111 111111 111111 fill III Ill 111111 11 It 11 111111 111 Ill 111111 111 Ill III Ill I LFF11 11 IT 11 111111 111111 111 Ill III Ill III I U (/) W I I lilt 11 111111 Ilifil 111111 111111 111111 [ill 11 ill 11 fill ill ill 11 111] 11 fill 11 111111 111111 11 11 1 Ill 11 ilifil fill 11 111111 ilifil fill 11 11 ill] fill ill I I T 11 111111 IIITII 111111 111111 Ill[ 1 .111111 11 it 11 III Ill III Ill 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 It 11 11 It 11 11 If 11 111111 111111 11111111 11 11 11 IT 11 111111 111111 111111 111 f 11 11 it 11 111111 11 It 11 1111 11 11 IT-11-111[ 11 111111 111111 111111 111111 11 IT 11 111 lill 11 11 if 11 11 IT 11 11 Ill 111111 111111 IlIfIl 111111 IIITII IlIfIl H [fll Ill Ill IlIfIl IIII' ll Ill 11 111111 111111 1111 11 111111 1j CV n -t un 11 IT 11 111111 11 IT 11 1111 11 if-] 11 111111 111111 111111 111111 111111 11 IT 11 11 [1 11-fl-il 11 1111 11 111111 1111 11 111111 11 1111 Il 1111 111111 no roof on second levelW no roof on second level 111 11 IT 11 11 IT 11 111111, 11 IT 11 11 1 IT 11 U Ll 11 111111 11 IT 11 11 IT 11 111111 111111 11 IT 11 11711-111111 111111 111111 111111 111[ 11 11 It 11 1111 1 11 111 11 IT 11 111111 IT Lill I [ITT-11-11 IT 11-111111 111111111111 1101ju I 1 111111 11 IT 11 111111 111111 111111 111111 11 It 11 11 It 11 111111 11 It 11 111111 111111 11 It 11 11 LL 11 L SIDING PER OWNER 11 U L 11 11 IT 11 111111 111111 111111 11 1111 111111 11111 1 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 If 11 G"TIE PER DETAIL 11111 111111 Hif 11111- 11 1 It 11 1 1 1] [111 HIIII HI-111 11 [111 11 IT 11 11 H 11 11 IT STRUCTURAL PLAN 2x4 ® 18 W/ 1/2" I 16x6 BRACE run Tim flT 1 11 11 IT 11 111111 11 IT 11 111111 111111 111 f 11 IT 111 11 11 ILI 11 1111 11 111111 1111 11 11 IT 11 1 G" support tie THREADED ROD I ATTACH TO Z 11 11 11 11 11 111 -Till Ill fill 11 ill] 11 Till 11 ,1111 11 fill 11 (beneath) I BLOCKING C7 M 1 11 IT 11 11 IT 11 11011 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 LL 11 11 IT 111 11 ITII 111111 11 IT 11 11 It 1 11 IT 11 11 IT 11 JI 0O W L-4 W rn - -- 11 IT 11 11 11 1 If 11 111111 11 IT 11 111111 11 If 111I Zoo a °' 2x6 SYP2 RAFTERS ® 24" I z �`U- `° o/c W/ (2) H2.5A CLIP �� FLOOR JOISTS ARE I W m W N W co W CANTILEVE111 IT 1111 111111 11 IT 11 11RED APPROX I 11 IT 11 11 IT 1 11 111111 111111 11 If 11 .11 1111 11 IT 11 �O p 5 ^U O IT 11 111 1111 ill[(2) 2x12 SYP2 PT BEAM EATillIIITIIIlIfIlIll[ 3'-O"THIS AREA U z O W o SIDE & ATTACH W/ (2) �� �� IUII H IT 11 111111111 [ill 11 Hll 11 111111 HIL 11 Lill 11 1111 11 1 MSTA24 I ¢ v 12 GxG SYP2 PT 0 I 2x12 JOISTS AS ¢ © O J LL 11b 1 11 1 11 111 11 Ill 11 11 IT POST EMBED SHOWN W/ 3/4" U N ITF]IJITT-flllTT-HIITT-flllT'FflIlTHJITIII 111111 ill LL pull-plill Will ji ill 1111111 1111�1 I PER DETAIL G" wall PLY & FLOATING J 1.gj 11 TREX DECKING gg ❑ILI EIS' rade 2x6 0 16 o/c ❑❑ n� GxG 5YP2 PT GxG 5YP2 PT I W/ SP1 SILL & a�® � 4 ®�♦y♦ I� �� P05T EMBED P05T EMBED I SP2 TOP ® 32' ,e ('jP'••• f PER DETAIL e + S ®♦ ❑❑ �❑ PER DETAIL 12"x12" CMU COL TYP nn �� I `�~' co SIDING PERj; rn OWNER :. V YAL : G . g N ED fRONT ELEVATION SHED RIGMT ELEVATION ,~® . .:.....•�� PR SCALE 1/411 = 1 1-011 SCALE 1/411 1 1-01 I ' FRAMING PLAN - FRONT PORCH I ' Y4 1 —0" no roof on second level no roof on second level DOUBLE STRINGER n 2X8 RIDGE BEAM ( SYP /2 ) d• (T1�SIEA.SRAFTER, W/(2) 8d COMMDN NAILS EA MONO FOOTING PER 1/2' COX PLYWOOD ROOF DECK FOUNDATION PLAN CUP 2x6 (SYP #2 ) RAFTERS®24' O.C: u SHED WALL SECTION 1 /2„—1,— 0„ FLOOR JOISTS ARE CANTILEVERED APPROX 2X6 COLLAR TIES 0 24' O.C. W/(8) 12d COMMON 3'-0THIS U ROOF DECK NAILING PATTERN: SAREA EDGE: 8d RING SHANK 0 4'O.C. NAILS EACH END FIELD: 8d RING SHANK 0 6' O.C. NOTE: z COLLAR TIE TO BE LOCATED NO HIGHER Q RAFTER BEARING HT. THAN 2/3 THE TOTAL HT. OF THE RAFTER —� m A COLLAR TIE RIDGE DETAIL WcC S31/2" = 1'-0'- — GxG SYP2 PT ry (n POST EMBED LLI PER DETAIL 0 10'-0" 2x12 SYP2 PT JOISTS 0 12" m O o/c ARE CANTILEVERED I— J APPROX 3'-0" THIS AREA 5HED fELEVATION SHED LEf:T E `f' `� u i u I SCALE 114 = 1 -0 SCALE 1/411 = 1 '-O" SUED G – ' APACITY FO TAIiSf --- WEIOHT 3,000 LBS — STRUCTURAL PLAN NOTES: Q (3) JOISTS THIS ARE O STAIR STRINGER ATTACH TO N1 (3) JOIST W/ LSC CONNECTOR THREADED ROD UPLIFT SYSTEM 1. USE Y2" DIA THREADED ROD & COUPLER & 18" ROD EPDXIED 7" W O U —i 6x6 SYP2 PT POST AS SHOWN HEADER f BEAM CALL-OUT LEGEND MINIMUM. THREADED ROQ SHALL BE A36 STEEL W/ MINIMUM 2x2x)e" Z L _ WASHER & NUT AT TOP PLATE. THREADED RODS SHALL BE 2x12 SYP2 PT —• —'• 6x6 SYP2 PT TIE (2 2x6 -1 2 INSTALLED AT THE FOLLOWING LOCATIONS: W W ^ A. 8" ADJACENT TO EACH CORNER 0 = JOISTS ® 12" /c ATTACH W/:�U66 INTO / OPENINGS 24" DIA x 36" DP B. 12' EACH SIDE ;OF WALL (n W 0 2x8 SYP2 BLOCKING CONCRETE FOOTING W/ (2) WHERE. C. 48 IN FIELD BEARING WALLS THROUGHOUT W m Q EA END #4 THROUGH POST TYPICAL (2) NUMBER OF PLIES IN HEADER f— W 2x6 SIZE OF HEADER MATERIAL 2. SHEARWALLS. ALL E�TERIOR WALLS AREA SHEARWALLS & USE m 1 NO. OF JACK STUDS EA SIDE OPENING APA RATED 7/6" MINIMUM STRUCTURAL PANELS INSTALLED W/ 8d. >- 6x6 SYP2 PT POST G" wall G' wail = (2) 2x12 -2/2 2 NO. OF KING STUDS EA SIDE OPENING NAILS 0 8„ o/c FIELD &i 4„ o/c EDGES. Q EMBED PER DETAIL I � W � II Z I I I77- 3. SHEARWALL HOLD-DOWNS. )/2” THREADED RODS SHALL BE USED AT O n Z 6x6 SYP2 PT POST LJ BUILDING CORNERS CONTINUOUS FROM 2nd STORY TOP PLATE TO 1st _j Q EMBED PER DETAIL _ STORY BOTTOM PLATE. J 00 J Q Ln I— STRUCTURAL PLAN 2ND FLOOR STRUCTURAL PLAN — 1ST FLOOR 6x6 POST EMBED—SHED N Q Y„ , =1 -0„ y4”`1 ,—p„ Y„_1 ,_0 4 4 DRAWN BY DVL DATE 12-04-14 SCALE I SCALE DESIGNED BY DVL E � JOB NO. �' ' 140904 k SHEET NO S3 handruds shall be ofCOPY 10'-011i4' 101-0.. proper grip-size per f 13 K3 1 1.7.7.3 N 1'-1 1 1/2" General Notes hot tub �q m (for illustration �p M m purposes only) handrails shall be of proper grip-sizeper VERIFY ALL DIMENSIONS AND 0 0 = - FBC 831 '.7.7.3 = CONDITIONS. N N N N N o ALL DIMENSIONS ARE MEASURED Galloway Shed Note. Al 6'-8" 3 4" o up TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS Wall on left 51de of entry door 15 an d `n own OTHERWISE NOTED. added Architectural Element. ALL NEW PLUMBING FIXTURES, G" support tie TILE, LIGHTING FIXTURES, Wall will con515t of 2"x4" PT SYP studs step on I G" centers, a 2" x 4" PT SYP bottom = CABINETRY, APPLIANCES AND N G li G"wall N o o CION FLOOR COVERINGS TO BE plate, and 02" x 4" PT SYP top plate. I SELECTED AND APPROVED BY 112" OSB on each 51de of 5tud5, finished with cedar 51din to match the Shed. CArchitectural Architectural ® OWNERS BASED ON 9 4" wall Element 5'-0" 5'-0° 3'-0" 4" wail CONTRACTOR PROVIDED ® 10.-0.1 ® ALLOWANCES. I O'-O" 3'-0° ,r G"wall G" wall HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. STRUCTURAL SYSTEMS 5HED SECOND E LOOK FLAN 5HED E I RST E LOOR PLANREQUIREMENT5 TO BE DESIGNED (P � DETERMINED BY OTHERS. SCALE 1/4" — 1 '-0" SCALE 1/4" — 1 '-0" DESIGNER ASSUMES NO LIABILITY FOR ERRORS OK OMISSIONS IN BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES PRIOR TO COMMENCEMENT OF l WORK. 3„ no roof on second level no roof on second level # J, second level wall I 4 8"cedar trim G"support tie 12'- second level wall 8"cedar trim 8"cedar trim T) G"cedar sidmg a handrails shall be of N G"cedar siding proper clr1p-51ze per FBC R31 1 .7.7.3 hot tub floor '-4" 8'-3i Alk hot tub floor shed top plate 7'-0" 7'-0" shed top plate 14 NOTE: NOTE: hancirail5 5hall be of cantilevered vertical plank siding to vertical plank siding to proper 9ri -size per -^ 3 andmgJ_ match horizontal cedar horizontal cedar wood fence wood fence 1`13C R3 I I .7.7.3 I 3 41 � _ er N 2. O . structural floor = system - G"x G"post G"wall I" nosing 7 5/1 G" (optmal) 1 added no e5 5tair 12/3/14 schematic. shed floor 01-01. 0'-O" shed floor 14 ectual risers @ 7-1/4" grade grade grade grad treads shall be 10" G"X 6" post 0treads may have I" nosing No. Revision Issue Date (total finished tread 10"-I I") budder kch-902 I-ni Pe_ seaside lodge/country/rustic/garden outdoor wall sconce General Contractor FLA. DESIGN BUILD, INC. 51FD REAR ELEVATION SHED FRONT ELE ATION5I SAWGRA55 CORNERS 5HED STA1 R 5CHEMATICPONTE VEDRA BEACH , FL SCALE 1/411 = 1 '-0" SCALE 11411 "= 1 1-011 -0UNIT 1 15 SCALE 114" = I '-0" (904) 21 9-2276 Al FAX (904) 24G-8240 Firm Name and Address DESIGNED BY JOHN ROWAN 1 5 1 5AWGRA55 CORNERS second level wall 12'--� no roof on second level no roof on second level 12'-4" second level wall UNIT 101 8"cedar trim 5"cedar trim FPONTE VEDRA BEACH f=L wall (beyond) r y 1 o _ G"support tie (904) 759-7087 (beneath) �� 3 hot tub floor 8'-3i !) 8'-3" hot tub floor is shed top plate T-O" 7'-0" shed top plate G"cedar siding G"cedar siding Project Name and Address --cantilevered landing GALLOWAY PROJECT 3 258 PINE 5T. 41 ATLANTIC BEACH , FL o NOTE: NOTE: o plank siding to match plank siding to match horizont I cedar wood G"x G" horizontal cedar wood E D PLANS fence support post fence (beneath) shed floor O'-O" o'-O" shed floor ELEVATION 5 grade grade grade grade G"x G" G"x G" post support post Project Sheet 2014-0006 Date 09/04/ 14 A- 9 5HED LEIT ELEVATION SHED RIGHT EL VATION cafe 11411= 1 '-011 Of 125 H Iff-ET5 SCALE I/4" = I '-0" SCALE I/4" = I '-0" dq r COPY Fit r- i i W F- 0 0 I lidi CITY OE ATLANTIC BEACH RESIDENTIAL COVER SHEET z ' 0 STRUCTURAL ENGINEERING Iy U 1 � W I w N M d. LO SQUARE FOOTAGE INFORMATION DESIGN SPEC1 FI CATI ON S DESIGN CODES: z • CONDITIONED SPACE FIRST ;FLOOR N/A SF 201C FLORIDA BUILDING CODE (FBC) --• RESIDENTIAL, ASCE 7--10, 2005 M ONDITIONED SPACE NDS, ACI, ATIC, AWPA, APA, ICC 600-•08 1.0 GENERAL NOTES , � (D• C SECOND FLOOR iN/A SF A. It is the intent of the Engineer of Record that his work be in conformance with all requirements of the authorities having jurisdiction over this type of construction w uj Q M and occupancy. All contractors are responsible for the means and' methods of constructing and fall do their work in conformance with all applicable codes and LU c~j) M OCC JPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) regulations. + 4 o v z • CONDITIONED SPACE ADDITIONAL N/A SF b B. The contractor shall verify all conditions and dimensions at the job site prior to commencing Lk. z 44 N H • DESI N LOADS: C. Contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates opepings, sleeves, hangers, slab depressions, and pitches as may be required W m o a W - W a UNCONDITIONED SPACE SHED 240 SF to attach and accommodate other work. P n - 0 Engineer of Record. be used or reproduced without expressed written consent b the 0 Z `r Q Q ROOF TRUSS: D. These documents, a§ instruments of service, are the property of the Engineer of Record and ay not pr p d y o Q H SF � ZO �� = UNENCLOSED SPACE (NEW FRONT PORCH) 82 LL 0 PSF TOP CHORD 9 04 U 0 < E. All details shall be in accordance with instructions from manufacturer or designer. U _J u. LL 0 PSF BOTTOM CHORD � N LL 0 F. The owner shall provide contractor with a soil investigation report and analysis. All requirements for site preparation and soil compaction specified in the soil report Q co shall be followed unless additional more strin9ent`requirements are specified, Notify Engineer of R�card if foundation conditions encountered differ from soil exploration DL 7 PSF TOP CHORD information made available to the contractor. -I DL 10 PSF BOTTOM CHORD G. It is the contractor's sole responsibility to determine erection procedure and sequence to ensue the safety of the building and its component parts during erection. H. Contractors shall be responsible for all temporary bracing that Is required during construction a keep structure safe and plumb until the entire structure is in place. ROOF CONVENTIONAL FRAMING: Bracing shown on structural plans is for Completed structure only. LL 0 PSF RAFTERS I. Design is void after one year from original date. LL 2Q PSF CEILING JOISTS J. Do not scale, Use dimensions from architectural plan. K. Submittals for this project are reviewed only for general conformance with the design concept nd general compliance with the information given in the Contract °�G.•'''• •• • �/j °s Documents. It shall not include review of quantities, dimensions, weights or gauges, fabrication prcesses, construction methods, coordination of the work with other v •'• • N••��2 DL 10 PSF RAFTERS trades, or construction safety precautions, all of which are the sole responsibility of the Contractod Review of a specific item shall not indicate acceptance of an :C0 co DL 10 PSF CEILING JOISTS assembly of which the item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. sZ o Jam; . 2.0 MATERIAL SPECIFICATIONS v °w d ` tet' ' DL 0 PSF ATTICS WITH STORAGE CAST-IN-PLACE CONCRETE: shall have a minimum design compressive strength (f'c) of 2500 psi alt 28 days unless noted otherwise. All footings shall have a minimum j >��t STRUCTURE HEIGHT e N 0. OF STORIES DL 10 PSF ATTICS W/O STORAGE design compressive strength of 2500 psi at 2$ days. All concrete operations, including but not lin, to mix design, mixing, transporting, placing,, reinforcing detailing �, •`P'' " and placing, curing, and testis shall be done in accordance with the requirements and application lof AC 301-05, " Specifications for Structural Concrete for Buildings", �•••° ,� P 9. 9i I P 9 °•, �N �s all b hollow - - MAXIMUM HEIGHT OF STRUCTURE (FT) � � FLOORS: CONCRETE MASONRY UNITS: shall e h ow unit masonry in accordance with ASTM C 90 08 "Holiov Load Bearing Concrete Masonry Units" and shall have a minimum net � area compressive strength of 2000 psi when using Type M or S mortar ASTM C 270-0$ . In ac 'rdance with ACI 530-08 "Building Code Requirements and Specification ` �` LL 0 PSF TOP 'CHORD P g P 9 m ( ) ` i g q P Jillil1 _J LL 0 PSF BOTTOM CHORD for Masonry Structures", the 2000 psi block in combination with Type M or S mortar provides a design compressive strength (f'm) of 1500 psi. NUMBER OF STORIES (SHED) GROUT: shall be in accordance with ASTM C 476-08 and shall have a maximum coarse aggregatejsize of 3/8" placed at an 8" to 11'' slump and have a minimum L 10 PSF TOP CHORD REINFORCING STEELVeshallebehinoa accordance withASTMA615-0$ 'With " D P P 9 P Ys when in DL PSF BOTTOM CHORD d rig to,ACI 301-05, ACI 315 ('Manual of Concrete Practice"), ACI 318-08 ("Building Code Requirements for Structural Concrete"), and CRSI Manual of Standard Practice, 2003, STRUCTURAL, STEEL: ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings". FLOOD ZONE' X STRUCTURAL, PIPE AND STRUCTURAL TUBING: shall be •ASTM A500-07 (Grade B). �fp WELDED WIRE FABRIC (WWF): shall be ASTM A185-07. TYPE I I E O F CONSTRUCTION ANCHOR 80LTS AND THREADED RODS: shall be in accordance with ASTM. A 307"07 or ASTM F 155 -07 Grade 36. WASHERS: shall be in accordance with ASTM F 436-00 Grade 36. NUTS: shall be in accordance with ASTM A 563 Grade A Hex. Cn • TYPE V-B ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION OtJt Simpson Strong-Tie Co,, Product: ie SET `f Simpson Strong-Tie Co., Product: Acrylic-Tie AT _ • UNPROTECTED �� Q METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 1a3-05), Z-MAX, or stainless steel. n • UNSPRINKLERED _ 2.23 WOOD = A. All wood members exposed to weather or In contact with masonry, aoncrete, or"boil shall be prissure-treated, -J e B. All framing anchors and connectors shall be Simpson or equal. Q a. C. All prefabricated structural trusses shall be certified, by the truss manufacturer's registered engineer. 2.2324 FASTENINGS W �- All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise no All metal connections and fabrications shall comply with AISC i specifications. ' Nail fasteners. shall be common nails UNO. _j°`'� I Z 2.2307.1 SILLS ON CONCRETE 0 _ Where sills on concrete are used, typical anchor bolts shall have a minimum diameter of 1/2" w/ 3�3K1/4 minimum washer and a minimum embedment of 7" in concrete. MATERIAL INFORMATION Anchor bolts are required at the following locations: Q A minimum of (1) anchor bolt shall, be provided within 6 to 12 inches of each end of each plate,gnd a minimum of (2) anchor bolts per plate. Anchor bolts shall be Located within 12" of corners and openings & at maximum spacings of 48"loc. ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 9 2.2307.6 SUISFLOOR$ I-- co FLORIDA BUILDING CODE - RESIDENTIAL Where subflooring is indicated in these plans use 3/4" T&G plywood glued with a construction' adhesi{'e and fastened per FPC - Residential Chapter 5. L4J 77 3.0 CONSTRUCTION SPECIFICATIONS LlJ C 3.18 FOOTINGS AND FOUNDATIONS T (n i A. Footings and Foundations shall be in accordance with FBC - Residential Chapter 4. This design h s been completed in accordance with pertinent standards and LO„ accepted engineering design procedures, and is based on the best available information at the timef completion. The design is intended to minimize differential movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be rgcognized that foundation components will undergo movement. Any Lv Q r, subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, finish Work above floor slabs, etc, O Q B, Footings shall bear upon undisturbed soil or upon soil compacted to a minimum of 95% of ModifCd Proctor Maximum Dry C)ensity for a depth of at least (2) feet J below footing, t L.i C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials, Fill shall ' ' be compacted to a minimum of 95% of Modified Proctor Maximum Dry Density (ASTM D1557-07). WIND ZONE INFORMATION COMPONENTS CLADDING PRESSURES D. Fill shall be treated with termite protection before slab is placed or Borate applied to wood fromi g above slab. E. A concrete slab-on-grade, used in conjunction with the exterior stemwall foundation, shall have inimum 6x6 W1.4xW1:4 welded wire fabric (WWF) or fiber reinforcement in the slab and the slab shall be 'keyed into or tied into the foundation. F. The top of a monolithic slab-on-grade shall be at least 8 inches above finished grade. The slat shall have minimum 6x6 W1,4xW1.4 WWF at mid-height or synthetic fiber reinforcement. A double layer of WWF 3 feet wide. shall be provided around the perimeter of the slab for no synthetic fiber reinforcement. NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, G. Vapor barrier shall consist of minimum 6 mil. polyethylene. Q AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2010 H. Where subsurface soil condition information is not available, foundations have been designed for 012000 psf soil bearing capacity. Contractor shall report any differing Q EDITION OF THE FLORIDA BUILDING CODE WIND ZONE INFORMATION FBC 2010 conditions to the Engineer of>Record prior to commencing work. - 3.19 CONCRETE THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION COMPONENTS & CLADDING PRESSURES A. Concrete and Steel: Reinforcement shall be in accordance with FBC-Building Chapter 19. W Q PSF Minimum concrete cover shall be as follows: U Concrete cast against and permanently exposed to earth 3" SIZE INTERIOR ZONES END ZONES Concrete exposed to earth or weather: #6 - #18 bars 2", #5 bars or smaller 11/2" Li j + Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2"I • BUILDING: ENCLOSED STRUCTUREB. All continuous reinforcing steel in beams, columns, and footings shall be lapped a minimum of 3�bar diameters or 25", whichever is greater. ( U 0-20 sf 17.4 19.0 17.4 22.8 C. Horizontal beam and 'footirug bars shall be bent 25" around corners or corner bars with a minimu 25" lap (UNO). W < ( 21--50 sf 16.3 17.9 16.3 20.6 3.21 MASONRY [ h- LLJ • ULTIMATE DESIGN WIND SPEED MPH VUIt) 30 1. Masonry construction shall be in accordance with FBC-Building Chapter 21 and In accordance with the Specifications for Masonry Structures ACI 530.1-08. ACI limits (n M 51--100sf 15.5 17.0 15.5 19.0 the grout lift height to 12 ft and requires a 1-hour initial set time between lifts. • NOMINAL DESIGN WIND SPEED (MPH VOSd) , 1012. For masonry construction, provide pre-cast concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcement for the given span loading Q W U ��.,. > 100 sf 13.6 . 15.1 13.6 15.1 conditions. • BUILDING RISK CATEGORY Il 0 Q oQ_ z Q • WIND EXPOSURE. CATEGORY B DIMENSION OF END ZONE IN FT. 4.0 QLn � • INTERNAL PRESSURE COEFFICIENT GCPi + 0,1 g END ZONE IS LOCATED AT DUILDIN'G CORNERS P ( /-) 4 CD N Q DRAWN BY DVL DATE 09-04-14 SCALE SCALE 9ESIGNED BY I DVL J08 NO.' 140904 SHE No �1 Ld Q 0 6 3 0 6•-3. Z O F— EXISTIN FOOTINGS / TO RE AIN % U j j o UJI Of exl5tin j foundation V, I i exl5tin6j foundation L _ � — J j I A Z b IY'2 ce) Uj M LU _4" W 0) I � cm:) L0 Z � ¢ LLF- W m o a N pill t— W co W T — ,J C) 0 j 5" stL -jep N -`�, O O co CN / 011. 1111111400111111111, A �y//////// exl5ting foundatton S2 i i j//// o" l9k %//// IT viii � N j JC,'.. • �' • . jCO :•z rn r� LLO q % : : :� ter• t- �r ® V)fes, 1 x24 x24 CONC FTG I _ FOUNDATION PLAN - SHED j W/ (3) #4 EA WAY j TYPICAL 12"x12" Y4 ,1 O 'y ' ..........�c e MASONRY f PR"r`• m BLOCK W/ (4) #4 VERTICAL 12"x 12" ,CN1 U BARS EMBED 7" MIN TYPICAL exi5tlnj foundation (t I 4 4" CONCRETE SLAB W1 GxG W 1 .4xW 1 .4 WWM OR FIBERME511 3, 8" IN �. 12" MIN �� / ��� VAPOR BARRIER 2 #4 CONT FOR b-I b Q Q __J rA ffXTERIOR MONOLITHIC FOOTING 2 SCALE: 3/4"= 1 '-0" Qcn_ LL <C ca Q FOUNDATION PLAN -- FRONT PORCH o y41 ��oas FOUNDATION `:PLAN NOTES: 0 o J 1. REFER TO FLOOR PLAN FOR ANY ADDITIONAL WALL LOCATIONS AND LL_ DIMENSIONS. 2. 4" CONCRETE SLAB W/ 6x6 W1,4xW1.4 WWM OR FIBERMESH OVER 61 MIL VAPOR BARRIER OVER COMPACTED FILL - TERMITE TREATED. 3. 12"x20" EXTERIOR CONCRETE FOOTING W/ (2) #4 CONTINUOUS. 4. 1/2" x 10" ANCHOR BOLT w/ 3x3xY." PLATE WASHERS AT THE Q FOLLOWING LOCATIONS: 0 A. 8" ADJACENT TO EACH CORNER cr- B. 12" EACH SIDE OF WALL OPENING LLJ O C. 48" IN FIELD. I D. NOTE THAT WASHERS ARE NOT REQUIRED AT THREADED ROD LL LOCATIONS. 5. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY IN d UJ z WRITING IF DISCREPANCIES FOUND BETWEEN FIELD CONDITIONS AND W U ENGINEERING PLAN. Lj ry W m Q U F- 0 GL z 00 Q Q Ln C N Q DRAWN BY DVL i DATE 09-04--14 SCALE SCALE DESIGNED BY DVL J06 N0: 140904 SHEET NO S2 F Q o 0 z 11 fill 11 IIII'l fill I T] IT 11 11 111111 11 IT 1 111111 11 IT 11 IT FT 11 HIT-11 111[ 11 111 0 111111 HIT 11 11:1 11 HIITI IIIIIITIIIII 1111111 111:11 111111_11TTII 111111 1 IT II IJ IT r1- C 111 11 fill If fill 11 lilt 11 1111 11 111111 1111 11 IIIIJI 11 IT 1141 IT 11_f 11 11 11 IT11 IT 1T 11 IT[111 111111 1 1 I III I 111 11 it 11,1111 111 IT 11 11 IT 11 1111 11 1111 11 1111 11 IT IT 11 fill 11 lilt 11 fill 11 1U lull 11 1111 U [11I IIIII I 1 11111111111 11 11 IT IT 11'1111 11 IT 1111 11 IT 11 IT 1111 IT 11 J141 11 111111 '111 1111 H IIIIII 111"111 11 111111 111[ 1 111111 11111 11 1111 11 111111 111111 '11 IT 11 1111 11 IT IT 11 1111 11 IIIJ11 111111 fill 11 111111 11 11 1111 11 11 IT 11 11TI 11 ]111 II' HHII lilt 11 111111 111111 HIT 11 IIH 11 111111 fill J11,111111 111fil ]11111 11111 if IT 11 1111,11 1111 11 111111 111111 11 IT11 JI-11 11 11 IT 11 111 1 11 lilt 11 111111 HIT 11 111111 Hifil 1.111 11 111jil fill I HIT'll 11 11111 fill 11 111111 IIITII 1111 1114,1111,11 fill 11 Illfil Ulf 11 111111 11 fill fill 11 HII 11 lilt W N rht Ln ITT 11 'Jill 11 111111111 111 11 HI-111 1111 11 Hil lilt 11,111111 HII 11 1 H 11 111111 11 11 1 111 lifilli 11111 1 1111 IT It 11"11 1111 IT IT 11 1111 no roof on second level W I I IT 11 1 I_1111 IT 11 11-IT 11 11 ITI­I 11 11 IT 1111-11-11 JIMTH-T 11 WIT 11 H ITJI I I'l T 11 IT I Ij 11 111111 11 IT 11 IUM 11 IT 11,11 INJ 111111 111111 11 no roof on second level cr_ 11 IT It 11 111 f 11' IT li 11 ILIT 11 JIM JIM-T IT 11 1 IT III I I 1 11 11 U 11 IT Ij 11 11111 11 IT[J 11"I I 1 11 1111 11 11 IT T 11 IFIT IF-11-1111 11 IT 111111'11 1111-11 if IT-11 11-IT I IT 11 lilt 111111 IT IT 11-11 11 LI.LLLI _11 1 111111 11 IT 11 11 IT 1111 11 IT 11 1 IT 11 11 If 11 111111 G"TIE PER DETAIL Q 1 11 A I 111 11101 JIE 11 11 FLU-TITT 11 II-IT-11 JLU 11"1 IT 11 11 IT If 111 Fit 11 H 11 1111111 11 L -111 illSTRUCTURAL PLAN G" support tie o WJI IT 11 11111 (beneath) Z IT[111 Z uj o W1.- wa� 2x6 SYP2 RAFTERS ® 24" z _ < OA W/ (2) H2.5A CLIP /� .. _ z J co 4: w O � Lu w `� F' FL{�OR JOISTS ARE w � co w (2) 2x12 SYP2 PT BEAM EA CANTILEVEf ED APPROX F- V) a v o SIDE & ATTACH W/ (2) �U Z o MSTA24 12 �. 000, G 6x6 5YP2 PT 06 ai O —0 < POST EMBED Q I& 0< LL I I IT 11 Ill PER DETAIL G" Wail lull]11nniL4 rade GxG 5YP2 PT POST EMDED Gx6 5YP2 PT �l PER DETAIL POST EMDED e�''®�" '411, ❑❑ L—u PER DETAIL 12"02" CMU COL TYPLEJ D1 Z"• r HED ffRONT ELEVATION N , �. 5MED DIGHT ELEVATION SCALE 11411 _ '1 '-011 I P SCALE I/4" = I '-O" FRAMING PLAN — FRONT PORCH no roof on Second level _ no roof on second level 2x8 RIDGE BEAM ( $YP N2 ) (1) SIMPSON A35 CLIP EA. SIDE OF RIDGE, 1/2" COX PLYWOOD ROOF DECK TYP. EA, RAFTER, W/(12) 8d COMMON NAILS 2x6 (SYP #'2) RAFTERS 0 24" O.C. FLOOD, JOISTS ARE CANTILEVERED APPROX 3'-0"THIS ROOF DECK NAILING PATTERN: � 2X6 DOLLAR TIES®24" O.C. W/(8) 12d COMMON AREA EDGE: 84 RING SHANK 04, O.C, NAILS EACH END FlFLO: 0 RING SHANK 0 6" O.C. NOTE, COLLAR TIE TO BE LOCATED NO HIGHER THAN 2/3 THE TOTAL HT. OF THE RAFTER Q Q RAFTER BEARING HL A COLLAR TIE RIDGE DETAIL - f co Q GxG 5YP2 PT FA POST EMBED W PER DETAIL C CU 2x12 SYP2 PT JOISTS ® 12" a p/c ARE CANTILEVERED APPRQX S-O" THIS AREA II 5HED BEAR ELEVATION 5HED LEFT ELEVATION SCALE 114" SUhTE WO G. �— SCALE 114 = 1 '_01' APAMFO TfiFFMT — WEIGHT 3,000 WS (3) JOISTS THIS AREA STRUCTURAL PLAN (VOTES: Q -- STAIR STRINGER ATTACH TO 3 JOIST W LSC CONNECTOR _ THREADED ROD UPLIFT SYSTEM — / m 1. USE Y2" DIA THREADED ROD & COUPLER & 18" ROD EPDXIED 7" W 0 6x6 SYP2 PT POST AS SHOWN HEADER QE6M ALL—OUT LEGEND MINIMUM, THREADED ROD SHALL .BE A36 STEEL W/ MINIMUM 2x2xy" LL / �C WASHER & NUT AT TOP PLATE; THREADED RODS SHALL BE 2x12 5YP2 PT �-- 6x6 SYP2 PT TIE INSTALLED AT THE FOLLOWING LOCATIONS: Ld ,JOISTS ® 12" o/c ATTACH W/ U66 INTO - (2) 2xF -1/2 A. 8" ADJACENT TO EACH .CORNER 0 L!J = 2x8 SYP2 BLOCKING 24 DIA x 36 QP B. 12" EACH SIDE OF WALL OPENINGS 6n W U EA END CONCRETE FOOTING W/ (2) WHERE: #4 THROUGH POST TYPICAL C. 48" IN FIELD BEARING WALLS THROUGHOUT ( LQ (2) NUMBER OF PLIES IN HEADER 2x6 O. OF HEADER MATERIAL 2. SHEARWALL$. ALL EXTERIOR WALLS AREA SHEARWA,LLS & USE � m cr (2) 2x12 -2/2 1 NO. OF JACK STUDS EA SIDE OPENING APA RATED '/6" MINIMUM STRUCTURAL PANELS INSTALLED W/ 8d }- G" wall G" wall 2 NO. OF KING STUDS EA SIDE OPENING NAILS ® 8" o/c FIELD & 4" o/c EDGES. Q LW U T— 3. SHEARWALL MOLD-DOWNS. N' THREADED RODS SHALL BE USED AT ( z BUILDING CORNERS CONTINUOUS FROM 2nd STORY TOP PLATE TO 1st STORY BOTTOM! PLATE. 00 1 Q Q Ln I--- STRUCTURAL PLAN 2ND ^ ELOOR STRUCTURAL PLA - 1ST FLOOR 6xQ POST EMBEQ:::SHED C N Q 4 4 DRAWN BY DVL DATE 09-04—�14 SCALE SCALE DESIGNED BY DVL JOB N0: LI 140904 SHE NQ S3 II ,