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2303 Fiddlers Ln ACC19-0031 Paver, Fence, FirepitJ 1 STOCKDRAFTING FORM NO. 101-58 RC FF, NoTe,_�5 WALK (jt) rt --r -(t-1) -4 �VAAL 5 N 0�) �6TIP,6 2 -:5�k-.( -5-rLn5v -1-4 t J—:::W r-'e!J-JCt.,4 fv, c4Azn-:-_fes Oe 00 PWtAf,-r0w, (<I -Ty W L10-011 -r M �9�?f A ---C _40He -PAP 6,=r) Z�, :T_ Ileot> F'!aMWLA- G- 13A N �OTf r14< 1, Codes: Florida Building Code 2017, American Concrete Institute, American institute of Timber Construction , XLJI/e L-OdcAb- RooV 20 psf Floor; 40 psf Stair; 40 psf 3- Wincl Loaci Noti-e-e,- Codes'. Florida Building Code 2017 and ASCE-7-10 Uffirnate Design Wind Speed 130 mph W ind Importance Factor. I= 1.0 Building Category. 11 Wind Exposure: C Enclosure'. Enclosed Building Internal Pressure Coefficient GCpi = +18 or -.18 Wind Pressure to Corriponents/ Claddings glean Roof Height 25') End Zone = 8 Zone Effective wind area(sf) VkAndloads (psf) Positive Suction Interior 10 +41,0 -44.5 20 +391 -42.6 50 +36,7 X40.2 40.2 100 .4-34.9 -38.3 End Zone 10 +41.0 -54.9 20 +391 -51.3 50 +36 7 -46.3 1 n0 -1.34.9 -42.6 NOTE, AWS Design Pressure Ultimate Pressure x 0.6 of Divide with 1.6 4. Allowable 2500 psf 57. Bali r--ompactIC)m Soil under Slab on grade and foundation shall be compacted to 95% modified Proctor max. dry density (ASTM D -i 557). Contractor shall submit density test report to Owner or Engineer. 6. Materlaia- Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 'A'elded 'Afire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts (42 SYP) Wood Members for stud-, (#2 SYP or better) Microllam 19E All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted'. Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, mini murri, co nc. cover for reinforcing: Cast against earth 31, .1 ., Slab on grade Centered Exposued to earth nr wt-;ifhpr #6 thru #11 bars 91, #5 bars & smaller I All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. All wood framing shall be fabricated and installed as per RITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall cornply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings stiall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips al both ends of each rafter and truss. The number and size of nails connecting to wood merribers shall not be less than those specified in FBC 2010 Table 2304,9.1 Fastening Schedule. astening- Schedule, REVISED SITE AREA 11398.5 SQ. FT. EXISTING LOT COVERAGE = 4311.5 SQ. FT. (38%) PROPOSED LOT COVERAGE = 4158.5 SQ.FT. (36%) POOL DECK REMOVED REPLACED WITH SOD OR ASTRO TURF Structure kleleht 4 Number of Stones. Mean Roof Height Number of Stories �11 Reldential Group R5 Applicable G-odef,: Florida Building Gode 2017 Florida Building Code 201-1 5th Edition- "Exi5ting If3ullcling" National Electrical Gode 2017 Notional Fire, Prevention Gode. 2012 Method of Compliance. Prescriptive 6-ompliance Method Alteration Level I, Work IF, less than 50% of the, value of the existing building Type oF Construction- -rype, \/i Unprotected Unspr-Inkled Wind Zone Information. Seo -Hind Zone, (This Sheet) Materials- Goncrete, (Normal Height- 25 Pop) 3000 P51 Reinforcing Bar ASTM A615, 6r-60 J,Alolclecl Wire Fabric ASTM 185 Ffollovi Load E3ocirinq GMV ASTM CcIO, Gr N-1 Anchor Bolts ASTM AE30-1 or A56 Helds, AVIS E-10 or E60 1,'iciod Mlember-5 for Beams 4 Pr_ ­_t5 (#2 SYP) Wood Members for Studs (#2 5YP or Better) Microllarn LqE Sheet Al PJE5er 5;lft t: -_2 LAVE rLA_"(PA97rlA(_) .J iDATA PUBLIC WORKS {}APPROVED DENIED NOT APPLICABLE TO DEPT CU MAY 2 2019 Depar,�Ment 7ry - - - - - - - - - - - z (ad C) 01 w 1"4 . -L a8LL a° U a� woo r J i t 1 �,:-Tzo TAR-, 7�, - - t i 7 { Tr1- -- YJ `1 K fr-II tt II I 1 = - �� --=-�� �j11= a -� � ►:� � i �� � � rfir —� t = � l 1 i ��i���.�,�...{� ► �l�c; ♦ �I�It STOCKORAFTING FORM NO. 101.58 RC O�`��` - .tax DptSP ANNvable.Load p SC,re-N,x 'TII end— NlOrt tCtel `S- 11 �'l�rrZ Lend Letzgtla liiterecl'Beatn over �;tu al cr' Ter "Post Depil1 5 Gci -- 00 ... tti . Comer Post . .� .x 9> Wrle) V I -Z W/ Ughfr Shear tip ... FtDSt (l(D } tutuotzs Beam I - __ - ;I Slrear�: -3 77. ^ V,&.,..'5€-�.� t.. ZF • Sy, V 10 SI F H2200n I` It - ? ry 905 6b� 9ry XGs 'T T. WOO R5�6-r 1� SD\VH_i12001 3 2 9 ' - I SDt�; H2715r0G 3 2I2 —J— 79� � i r - !� I_ Attowabl� loads are shown. at the .� ood load duration fa^tQr of Gn = i.li_ Loads nla;: be increase Cor toad <furatioll~ - per the building code up to CD -= t_+9., Tabulated values itiust be inultiptted by all applicable adju.s "DS ient factors per - 2. Tabutated loans are based on entire .threaded length installed into post. -TIOPI. TH KU EAN��G!/ ` LIf?F:�' 11 V2* 0.58 F! 'tom fZF CHECK W &d I Ita6i SHANK HAILS 0 4% 04, =W&E"i, ' Oz. IN FIM-0 (U.0 -N) ] 1 jl�i it c.�• 6"{Ljec-o MOLE 2K4NO. 2S°CPiopATE♦ e> A OVER L54 Ft45TEN YV (2) R06 IOd 601 I6$ FELT OR TYVEK MUILDIN6 � 'O,G: STA06E I CU.IW) MIN. 2W LAP Iry (I2) 10d Wait S IN LAP 9�°tom a'!ER 2 X € -STWS *I6 a.�. FZT1Z..N 0513 H/ 8d 41 oi_l. ON 104 O.G. IN FIELD ` -r . rJCJ.r'!. -T-_ 2x4 #2 5YP PT Bt7ffoH FLATE q" 00�. V-Af3 6XbMI.4: a;4 I (Oil FI R MESH COW-) OVER 6 MIL VAPOR BAf IER OVER GLEAM, Y+IELL GOt Sam 6RAM A1o"r, 9-06, 8 TR-PATW FI3>4. Mow FOOTER I^V :21 CONTI FiC3RM 'WALL 5ECTION >4��> Tyr LC57x I LSI tE,Ae 1-4 WA—( I T1 F�l d b a - 1 f � _ _ t Iyj �.il— .tax DptSP ANNvable.Load p SC,re-N,x 'TII end— NlOrt tCtel `S- 11 �'l�rrZ Lend Letzgtla liiterecl'Beatn over �;tu al cr' Ter "Post Depil1 5 Gci -- 00 ... tti . Comer Post . .� .x 9> Wrle) V I -Z W/ Ughfr Shear tip ... FtDSt (l(D } tutuotzs Beam __ - Slrear�: -3 77. ^ V,&.,..'5€-�.� t.. ZF • Sy, V 10 SI F H2200n I` It - ? ry 905 6b� 9ry XGs 'T T. WOO R5�6-r 1� SD\VH_i12001 3 2 9 ' - I SDt�; H2715r0G 3 2I2 I 79� i !� I_ Attowabl� loads are shown. at the .� ood load duration fa^tQr of Gn = i.li_ Loads nla;: be increase Cor toad <furatioll~ - per the building code up to CD -= t_+9., Tabulated values itiust be inultiptted by all applicable adju.s "DS ient factors per - 2. Tabutated loans are based on entire .threaded length installed into post. - -a• = or in-service taoisture. content ?renter than 19T ',i- shear Cot=0. 70. witlldra - aI CC?,f=0_tT5 - Tabulated Tabulated loads are for both paratiel and perpendicular tograin loadtri 5. Tabulated load= are total for the cor2nectiQn, Clot per liearli. / �.P �•,•• 6, Mii riun beimn depths account for no countersir6dil- of the screw- screws, inaf be couriterswik- :�—_---�, i iD� t1Qr11n aLo owable � - d-_ th :e"ittr no reduction t i, able load = whicli Suitt l - maxilrluln of ! .-2,' t t_ , an scre V len tn_ to tustatled in ► - 4 .` "` - I t t� +'� 11s1i and IQx noiirinat beam depths respecdvet =_ Typ 07 �: •ems- I%2 4 b. 2 if' Ce V r Y2, 5 V2a--1 3 ° r Continuous Beam over Post Mitered Beam over C ner Post (6x Shown, ax similar)(6x Sho�vrr, Sx sAT i ilar) FlGt.1RE3. PLAN VIEW 11 li11 bit I! tau Ccs �1� Re: Simpson Strong -Tie' Strong -D t ive S.DNVfI Taber -H+ x HDG Screw for Tots of Begun -to- ost Connection To Whom It imayr Concern: l , The Simpson Strom -Tie Strong -Drive SD�VRTimber-Rex tIDG (SDW[127G) structurat wooctscrernay be tlsec[ to attach a 6x or 8x beam to the top of a post of ttre same width zo shown in Figure 2. The screws Line ailable with a hot -dip galval ize(l coatifig in &;cordanee with AS`1'1V1 At5 ), Class C, suitable for severe e)Xposure Lip ieatiorDs -- iriclutling preservative treated woods in genend exterior construction (AWPA UC4C). The screw is tl subject of INPNIO-ULS UR -192 (excluding t5 inch length), and is shown in Figure L 4 236 -d RGURL 1. Strong-Dtive'SDWIi TINIBER HUA HDG Screw MAY 2 2019 s F LOOPS PLAN V4"=I'_Q' r rF?e265 -4 mss. sws a fi t5X.1✓11�,.IC, MAI...L 6 ou-r rro fps I Jamar tai 16 11 Is Is z.-,- > -21 -15H-Ilr A -C. code. rAr,.P P.T. P --ICV P I'�:- ��( OLA � fa � � C�!' .K I ` �u GC�-1 � . ��Y✓i•' I t�iG4 . � � � ,-r'!-3i: �.''l. ,61 PEK60LA Are- w c6vinz k4l �jt w pAmE s �a r5s� 1 c2l d IM�Ir ;'r W. r -L _ z 04 w . g ' ® s] u R a t �•' N to i Ic . Ia F� � ,n cc 0. ^� p c;,,ir t5L[5-VATIC� 114 1=� �Ilfllii��I�In DRAWN CH&CKED . ai' DATE SCALE 517E PLAN 1��=10'0" �� � art' 1 }� i� }�,�: ✓ ("�*-:!� WALK { irtj a. rIRa ri-r -(N) fo ... �U"T' $Jf©lea �✓1--��N��4 i �� --10 K1~ PL,4ce >=x��-�re n r e►up \,AIAY ur,/ , �1;rr ( q r-:rA\✓rj`* ' r�'�. i;✓ aN/p��' G' ?ULy' t 3 mak: w i 1-" 2-- 6Tb;�-Y 3-i f_ -A W; -W �f`fC d lv i '('tIr3G C�t Vee✓ C -G' A-rji � i QAZOelOCly - P10 e4A-A ArdeA. (M -54rr -1A .2` Vic✓ 1, tar t t�_ ., 'VM1;& 1, - I-V L. t !'i W -r (M) 2 ;� . � � T`,�i!•-lit-�IL� . �,.L �j�4 j FAVr-iZ C..,IZEA Or P5-'iZGbiyA_✓ (H) Florida Building Code 2017, American Concrete Institute. American institute of Timber Construction. 2: Live i oac4a: Roof: 20 psf Floor: 40 psf Stair: 40 psf 3. wind Load Note8: Costes: Florida Building Corte 2017 and ASCE-7-10 Ultimate Deign Wind Speed: 130 mph Wind Importance Factot. I= 1.0 Building Category, it Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi w +.18 or -,18 Wind Pressure to Coinp+onenW Claddings Mean Roof Height 25') End Gone = 8 Zone Effective wind area(so Vhhnd toads( sf) Positive Suction Interior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +391 -51.3 50 +367 -463 100 , 3A. g . -42.8 NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 4. Allowable $oil 5earim!q: 2500 psf 5. $Ott Gompa ,t,lon. Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM a-1557). Contractor shall submit density test report to Owner or Engineer. rel. t-"lateriaia: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 VVblds AWS E70 or Est) Wood Members for beams u Posts (#2 >Yp) t!►hsod Members for studs (#2 SYP or utter) Microlta m 1 9E 't. Concrete: All concrete to be designed as per AGI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimunrwconc. cover for reinforcing: Cast against earth 3,. Slats on grade Centered EAposf d to earth lir waafhar #6 thru #11 liars 2" #5 bars & smaller 11/7, All reinforcingshiall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shalt be fabricated and installed as per AITC & TPi & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Rat Institute Standard with proper dead. live and wind Toads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. SiTE AREA 11398.5 SQ. FT. EXISTING LOT COVERAGE _ 4311.5 SQ. FT. (38%) PROPOSED LOT COVERAGE = 4158.5 SQ.FT. (36%) POOL DECK REMOVED REPLACED WITH SOD OR ASTRO TURF DENIED 5tructure Height 4 Number of Stories: Mean Roof Height htA Plumber of Stories 1 . Occupancy Mass: Residential Group R5 Applicable Codes: Florida Building Gode 2017 Florida Building Code 2017 5th Edition - "Existing Building" National Electrical Code 2017 National Fire Prevention Code 2012 Method of Compliance: Presi;riptive Compliance Method Alteration Level f: Hark is less than 50% of the value of the existing building Tape of Construction: Type \/I Unprotected Unsprinkled Wind Zone Information-- See nformation:See bind :Lone (This Sheet) Materia Ir, Goncrete (Normal Helght- 2b Days) 3000 psi Reinforcing Bar ASTM A615, 6r60 Welded Hire Fabric ASTM 185 Hollow Load Hearing GMU ASTM 090, 6r N-1 Anchor Bolts ASTM A50-1 or A36 Heids AiNS E-70 or E60 Hood Members for Beams 4 Posts (#2 SYP) Hood Members for Studs (#2 5YP or Better) } Microllam 1.9E ! index of Drawings - Sheet Al l TP- l l -5-TVL L t)wi Kiarg,6, PV=! 'r PPA A Sl-a� � ' `� � l..�rry �t.J-tF-•,.! �' >~'>��"l`tA. L��' I �'1r',�=t` ie�f , 5 -r- — . M am t i I I: - - 46 ,. Addition N i pnd R URAL � ��: emadel to Single Family � s I Codcsi3: Dwelling (Exlsting) Florida Building Code 2017, American .�" an Concrete Institute, /..•! ''�+ '"� ''� American Institute of Timber Construction Square Foota e Informatlo dltion 1: Living- Heated F Gprpge/ Laundry- Unheated N -A, SF t✓' J �.� G Roof: Floor. 20 psf i Porch- Unheated 5F '��l�g�,� Star, 40 psf Total Additt©n 5F 40 p 3. wind irOa oo p d Nc�tea: roposed New Heated 5cjuare Foots e Codes Fi Addltl L 9 FAt l arida Building Code;?01 / andASC£-7-10 on {ving- Heated 5F X5t{ng Living- Heated h Ultinliate Design Wind Speec! 130 mph iota I proinosed L i a ted ?.2 ,'"� �• ��I�.1 fsrd.4•"j`��, Wind_ - `•..,�,...Factor., I - 1.0 Building Category: 11 5F trnfiortarlce l=aC OPro eGt Area J nPorm-------------- a tion.Our,G Wind Exposure: C l=xlStirig Lot 'Goverp e C, �5 Enclosure Enclosed BuildingPRO g T V %` � Pr' ger�L.A. ,r,d Interna! Pressure Coefficient GCpi = +.18 or EXISTING HOUSE 8 1 ti NEW HOUSE ADDITION: V *� v� �f Mind Pressure to C o np flnents/ Claddings �vean Roof Height 25') G ONG .DRIV AA E 4 WALKWAY -5: GOVERE7 FRONT PORCH: SS..FF.. S.F. Id sf'4AG "Oct-pfei�/ End Zone = 8 POOL. 0EGi . , 5.F. Zone Effective wind areas Wind toads s E'ROP��D NEW LST GOVF►a n�-,rr i iy .. . Positive Suction . Structure Nel� b�� W151AI A'�g® "URt�; Interior 10 +410umr ofStorles:*� 20 ' -42.6 Mean Roaf Height �wPA15'�� Vt C. - Number of 5tarlea6.7 A04 f y /` J hl 00 End zone +34 9 -38.3 ` C: ccu enc +41.0 -54.9 y GIdS&: .. 2 .�.,. »... ....,.. ....�,, CY !. ,i py Gcl.(►7�� 5� r36 7 i+391 _5113 I ReSldentic�l C�raup R3 D.R- ...! ,.w,. .a... , , 46— ¢2 I Applicable codes. 0 ( NOTE: t Florida EVIding Gode 2017 � 27.3*� ``,, J•`i 4I�fLL AWS Design Pressure = Ulti Florida Building mate Pressure x 0.6 or Divide with 1,6 °Existing WiidingGade 2011 5th Edition - 4. 4llowablai golf S��rin�: 2500 si J� GJ�J�`f'v p National Electrical G 5. 8ori Gompdction: ode 201'7 I !�t GA, National Fire Prevention Gode 2012 ` STUCCO � `` "`` '� ��� Proctor mr stab on grade and foundation shall be compacted to 2 STORY `�' TMJ C V LJ p ax. dry density (ASTM ! 557). Contras:tor g5% rnoditied ! � RE"tiIJ" J-dPj��� report to Owner or Engineer. she!! submit density test Method of Compliance: - "1 r('1�1�:'-' jj,,� j / Pre5cri tine Gom Ilan e 3. U t.� 1 ` C NUM BED � • fl� . r �J C��UC,A.'f'�p W L,, '. I' laterrialo: p p c Method � ��� W � i� �D�' Concrete (normal sleight- 28 days) FINISH FLOOR- LEVA TIO11-21 20 2� 3000 psi � Alteration Level 3: .....i,,ltJll�fr Lrl� LL Reinforcing bar _ _ ASTM A5 15 GARAGE 'r� FINIS -� 1 1 ° 2 Z,o Welded Wire Fabric Work is less than t,� E i I N S � �`" 1.1 ASTM A 185 50� of the value of ,� Anchor Bolts the existing building �` 1 � e�Ll.it~�If�! J7��,AlL ASTM A36 �? r�%(; r./•p Welds ". Wood Members for beams & Posts AWS E70 or E60 type OF GanStruction: Wood ootlammbers for studs (#2 SYP) (#2 SYP or better) Type Y{ -1 G�r�E�: 19E Unprotected Unsprinkied All con e to be designed as per AC13 18 Latest Edition, LUiind Zone InForma tion: Footings psi See Hind Zone ThI5 Sheet)Slab on Grade 3000i - +J.-21 All others 3000 psi Splices in reinforcing where 3000 psi Materials: Concrete 9 permitted; _ --' - Masonry 50 bar diameter Concrete (Normal Weight- 28 Days) 3000 sl 48 bar diameter Reinforcing Bar p Unless shown on drawings, rninimu"conc cover for reinforcing; ASTM A615, Car60 Cast against earth Welded Hire Fcibric 3" Hollow Load Bearing GMU A5TM 185 � Slab an g :r rade Centered + Anchor Bolts A5TM GGO, &r N-1 £xpo5erf (0 earth nr wpathpr ASTM A30i or #6 thr!i #tf bars Welds A36 I p I� , 1 2,. i AWS Ela or E60 I LA� #5 bars & smaller 1 1f2" Wood Members for 8eam5 Po5 11 l Ail remforcingshali be held securel in t5 (#2 5Yp) Y., position with standard Wood Members for Studs Q 2e� 8. Timber: in accordance with ACI 31.5 during placement of concrete. Mlcrollom (tet SYP or ,getter) JqE_._.._ Gi All • framing shall be fabricated and installed as per AITC & Index of TPI & National Design Specification for Wood Sheet Al Provide tem Construction. i ( porary top chord bracing until roof s1 S i 9 teething is in place heat A2 + f All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss in winPlat Institute Standard with proper dead, live and d loads, Drawings shall be p, Y professional engineer r signed and sealed b eer egistere State of Florida. 'MA8 c! ltie � �-... !-RON `''� - 7-0 IRON) O�� The Provide mhurricane clips at both ends of each rafter and buss. U Cys ,� - number and size of nails connecting to wood members shall not be ONLY lees than those specified in FBC 2010 Table 2304.9,1 Fasteningschedule. F:�O J Cr DATA Jim, 16 W 0 _J -0 0- WATER ILAW TE: e `ip l�cac� L• A t V-0 -tt-i?.P Mum i T t l?D -ru tz r - I -- i moor, Irr ,lir I�r►I,� a4!~©rI�"O Cnl' ,A6r-�- p Ctt*�s rl e ( A DI I Uz '-5 ff— �I oil p r I v 1 t ~• 1 1 0II 11 1 N15W 4 K.PWF- pal 1�.. V21 Of PLYWOOD ROOF' VWK ?V GSI RINOT S HA" 6 4" o.C. ON PY9E�5, 65 ox'. IN FIELD ojo.Njaa� , ! a i Jc�} NZ C -•X1 art' I F�1G I� �!��•�G �--�-_ "t�• 4®..Z tow. Joi @ IGS.G• 1't1 i-M,�►i�71( T'pdi�I-�✓ t X ND. gypTOS' PLATE. .. 01MA 150 PASTA W/ 0 ROM 10d GOMMae 1611 Q 1*ELi OR IYgK aML.DINCy WRAF+ O G. �vTA6i3Ei� N.� OJ MIN. 24" LAP W 02) 10d NANLS IN LAP hvw OVER 2 X 4 SPF STUDS 016"CL 04. FASTEN OW PV Od 4" 0.0. ON , t0. O.G. IN FIELD ryp. U.O.K 2X4 #2 STT' PT varroM PLATE 'V COW.,. SLAB 6XbXW1.4M.4 Y*F (OR _ P'IWA tf-% CONW OVER 6 MIL VAPOR BARRIER OVER GLEAN, f^II LL SLOM GRADE COWAGTEP, q5%, 4 TREATED PILL yr MOAIOloi t W/ f2i•#9 CONT. 1• RIZ. LUALL SECTION i �;T. ��� �x� �- lam, �,i M�-C'I �: �� •�: ��. �� � -7-; d' X i' -o" i7a;ep f -i WA - --------------- t . 1 _ • � ���o'x2'r� x !Mall t7 I to PETAL co s •, i w a M it r Ca re- I I -L �rq I��.� I � iApa�l+if► s-r�r.+i fGS ��+ i✓ Iv> —T Now rax Wrl 1.1 ii 9 #OLS. 5VLfVATIOW SMalI �' � » CHUCKNO G.I.Y - oA�•e BCALU At 0 Joe No. SHOUT SHEETS LIMA FAST' L=LC---Vf\-rIc7N Vo 4X.4 r tf 1 - _ v q '" fieri 1 i 62:) 44' f Loll r THnU O PIAW IY C8"t�ChCECJ C1In►'T' if 1%CAI.K JOU NCI. sHmar oj 10 Revision Request/Correction to Comments **ALL INFORMATION r+yi*4*fr,.,. HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. " 1 800 Seminole Rd, Atlantic Beach, FL 32233 q -U: Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: A(C 1 -oD '/ ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: /0- zZ-I? Project Address: ?_3O 3 OM(e( (ectAe Contractor/Contact Name: ( 'Sr, vt Fv//44.--a v 7 aoc- T emit. t'/e Contact Phone: 9'04/- DES- 6 ?ve..__ Email: Prr,1"-k $$erv,6 es LLC e ( ..,,,,/ . Co' r a.- � L '\ l r Description of Proposed Revision/Corrections: , 1 r � i.JA HS I / f Or , L (103- _i)1 rR e '- irr -..-,,,Fp-r,nt I jot- I City Pi ,�. _...�;), FL rr, '�{ e affirm the revision/correction to comments Ts inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? )7No ❑ Yes (additional s.f.to be added: ) �/ • proposed revision/corrections add additional increase • building value to original submittal? / ? o ❑*Yes (additional increase in building value: ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: / ` (Office Use Only) 4proved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Sa 00 Revision/Plan Review Comments C.-0 it jar GlL 10 p%c1-17 6 ti (may .-Pcia-4-. Department Review Required: Building Planning&Zoning RevieW By Tree Administrator Public Works Public Utilities 10 'a 5---1 ' Public Safety Date Fire Services Updated 10/17/18 -JOINT SITE PLAN SCALE: 1/4" = 1'-0" )LL ALL REVISION DATE ADDENDUM 10/II/IQ �fl F N coo Wm°w 0-0 op m ISN ILANN w O J (y)LL v ooh aN mw" O 0 m yW Ami O oz �F o Qa �H0 WN 0 ft w = 60 >I1a N AlkAfw 0 / / / / / / / / / / / / / / / j -JOINT SITE PLAN SCALE: 1/4" = 1'-0" )LL ALL REVISION DATE ADDENDUM 10/II/IQ �fl F N coo Wm°w 0-0 op m ISN ILANN w O J (y)LL v ooh aN mw" O 0 m yW Ami O oz �F o Qa �H0 WN 0 ft w = 60 >I1a N AlkAfw 0 \ O tL \ \ L O m Lu i � o O c� OFFICE COPY - .u_ C) � s REVISION < --o DATE S a 401 Qb SIGN1ED m RIT-1— C E V E D-- oCT P 2 2019 c)—/ Q) m Building LDnr" "tm nt CL L C;ty c,f p is ttf i l e LE6EN.D EXISTING REMOVED NEW STUD WALL AV NEW BLOGK WALL DATE September II, 201ci PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # 63) ADDENDUM C(-24, a I Fro J ect Scope: Proposed Site Improvements Froij ect ,area Information: Site Area Gone . Drive $ Porches Total House 11,5-74 SF 3,12-7 SF 2,421 SF I otoI Fro osea Lot Govera e D,tb i 5F Ep:ropo5ed Lot Goveroge 45 Structure 1-4eic�ht Number of Stories: Mean Roof Height N/A Number of Stories z Type of Construction: Type VB -2 Unprotected Unsprinkled Occupancy Class: Residential Group R3 Applicable Codes: 2017 Florida Building Gode- Building (6th edition) 2017 Florida Building Gode- Residential (6th Edition) 2014 National electrical Gode Wind Zone Information: See blind Zone N/A SEE DETAIL SHEET A3 GABLE FENGE AS PER MANU. DIREGTION 2X12 FINISH GAP VENEER FIN 15H PER PRODUGT IN5TALLATION 8" GONG. BLOCK W/ #5 REBAR IN GONG. FILLED GELL @) 48" o.c. MIN. TYP. 4 EA. GORNER AND 50 EA. OPENING MIN. 24" OVERLAP OF #5 REE 2X6 'TREX DEGKIN6 2X6 16" O.G. (2)2X6 P.T. I I DEGK ,JOIST PAVER DECK .JOIST HANGER LUS26 2X8 LANDSGAPE FABRIG W/ P.T. LEDGER W/ (2) 2" MIN. GRU5HED GRANITE " LAG BOLTS ,@ 12" O.G. ON TOP 12"x24" CONT. GONGRETE FOOTING (2500 P.5.1) W/ (3) - #5 CONT. $ (1) #5 VERT. ® 48" o.c. TYP. RAISED SUN DEGK SCALE: 3/4" = I'-011 51TE FL AN SGALE: I/4" = I'-01' SEE DETAIL SHEET A3 GABLE FENCE AS PER MANU. DIRECTION 2XI2 'TREX' F I N.GAP ME a.,.. a �. 2X6 PT +/ 5T STRININ GERER STEPS © RETAIN !MALL SGALE: 3/4" = I'-011 (2)2X6 P.T. GRADE 16"x46"42" GONG. FTG. W/ (2) #5 EA. WAY W Q } 2X6 P.T. DEGKIN6 2X6 ® 165" O.G. ABU 44 o EA. POST $A5E 4X4 PT_ 2X6 PT. e16"O.G. DEGK FRAM I NCS DETAIL SCALE: 3/4" = I' -O" J015T HANGER L1626 16"X16"40" GONG. W/ (2) *5 EA -WAY CE COPY OCT 2 2 2019 Building Department City of AtJanticBeach, FL REVISIONDATE ADDEN UM D/II/I�i w a 0 N� o OD v�a Wm° � "m �� N A NN d �• ' m 0 .J 0) U- v v C):E �F m o °m w gz x� CDC� � ( L �H p QQ W c I� N >��a Ab' o0 A1714*1 DATE September II, 201q IPROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # O ADDENDUM - (D I Revision Request/Correction to Comments **ALL INFORMATION �S+�tr� HIGHLIGHTED IN - ' City of Atlantic Beach Building Department GRAY IS REQUIRED. .4 800 Seminole Rd, Atlantic Beach, FL 32233 +� ^ ( , , I -Th 1 or ' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1 1L�i -LJ,.-) 7tCRevision to Issued Permit OR Corrections to Comments Date: /0/3/// 7 Project Address: l_,G 3 --i T,60 l of S (awe_ Contractor/Contact Name: Jro5 I, —Pei r, I Contact Phone: cbV- "M.s ' 64S0Z Email: ' V2R.1-1-1e SerAh ce5CLC 0 e v>^e,:i. Ca Description of Proposed Revision/Corrections: Addc`1-.bk•0. 1 TDrel et.c Plein I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •VII proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? ,i/. o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ,/ (Office Use Only) M Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ 579,e,0 Revision/Plan Review Comments Con lat T ito be/Z A - .i ff 4) c oQy /Oi'A,ri Pia n spay P.ae. Department Review Required: BuildiriC , ,P)- k ,Par i &Z4ning Reviewed By Tree Administrator Public Works - ' Public Utilities / 0 ` 'l'1 ? Public Safety Date Fire Services Updated 10/17/18 ,,irlRevision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 �, (, Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ►RLQLA rUU 1 • Revision to Issued Permit OR I I Corrections to Comments Date: 0/3 Project Address: Z303 fsiddIe(S / e. rr� Contractor/Contact Name: cD5 L- {pe✓r. i Contact Phone: 67°9-- 'Rs ' 6, 0-2...... ��Z.IZ. Email: � .-f��SerJweeSCLC C e~� i c /, a.--- Description of Proposed Revision/Corrections: Addc‘l•bk•c- 1 Dfcl,.AC-1 r• Pi Q/1 I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •VII proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) •1ill proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: /wilding \ ���Z);�`.- ,,, i��/G ifr•.-�� PIS iris&coni g Reviewed By ''Tree AdministratOr flEC El E c-Pu Ic Wor1S---, Public Utilities OCT 3 1 2019 /I'�71 Public Safety i i Date Fire Services BY: Updated 10/17/18 z o •p' z a W ti O CDW � W d C� W O o �O d x > p a —j x o D O Qoo 0 O " N Q a 0� Z0 m rw V z LL C Q O 7Z N O oo U O z W z N Q � j t c) co m CD cnO OJ o o F j Jw I wm �'�/ ao LL C, a wz w W w N aw� QQ � 0 w DQ Z_ LL ro z Of NU OQ J } 2~� mZ �( L` U) z o •p' U)CO a W ti W Q � W d C� W O o �O d x > p a —j x o D O Qoo 0 O " - m a 0� Z0 m rw V z z ,• z < uj Q z El� LL z O oo U O z O H N O � j t Q co m r w OJ o o F j Jw I wm �'�/ ao zwTC M� ar°� a wz w LM oQ w N aw� QQ � 0 w DQ Z_ JixQ ro z Z Z Q NU OQ J } 2~� mZ �( L` w z X� w ��a Rw 1-- w F- I a wi+ a ado ::) X 0 � d O X zl zww a O z z z O OU "a �} xww a H woZ z O . ¢w Zw o nQ OU wV wo}ww LI �2Z xa Na Jz wa W M W�W Q Ux< 0 W F QZ Na � ptn l W Q +I oZ -<j< zN a> z OZX O(7 F wp m Q Ja a U ~�- »w L) L O W w0 J} Z� 3 Z }U x aC7d ao <`a Qz a ozoui U1 Q O 0U' -j a- I NF -1.10 J<5p ma N W a d Q :3< JQ � ww 0 lid Ow H<� _LLj V) ¢I U� Od� ix0� UX Joz}w m ZU lno oz aWa ow 0lnaz �O Z F z ix �Od ix 0 pH -x < 2Ld J U-0 U Z N r7 t N 0 � o •p' U)CO a W ti W Ci^ 'c�ci0 1 "S rc?� � W d C� W O o �O d x > p a —j x o D O Qoo 0 O " - m a 0� Z0 m t° z z ,• z < uj Q z El� LL z O oo U O fz O H N O � j t T- C) U co m r w Z o Am Zj 1p Q j Jw O z U) cn z Q M� ar°� X Ott Q 0. 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Zk ",�. o Am Zj 1p Q j Jw O m oD U) cn c M Wdtq r r M� ar°� l Ott Q 0. O j+ � W z �r of ro L� 0 O�Z U wJ Q W m �( LLJN J O Q ----M---� c' W ¢ Q O O� O x O N Q0 z O ('7 co j O O NNm 1..1. j � Cp O _ o z z } �n ri 1 = cn of JLLJ > Y° 0 U 0 Q IoW LLJ 5Q O OJ o El� LL z o l W O O fz z CO pl O �co co L W f az ; W� LL) O (,. Zk ",�. z 0 W Am Zj 1p Q W Q° r r O CL / m oD U) cn c M Wdtq r r M� ar°� w Z C9 w w0)�I z o O� O 1 N wz w O o O z< oz Lv o �I O o w W Qw0 LL- F--1 0 Q o = cn O N JLLJ > Y° 0 U 0 Q IoW LLJ O OJ o El� LL z W W O W fz z Z U �co co L r O N W� LL) J z 0 W Am Zj 1p Q �T� M WWo Z O m oD U) cn c M Wdtq LL. O M� ar°� Q O � � V L� 0 19 W m LLJN _G CVM O Q i "aL6 Of M D MF Na Q Z C9 w O O� O 1 O O CN 0 m N JLLJ > U z WQ W O = fz J Z U r-� L ti Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN P;S ` y City of Atlantic Beach Building Department GRAY IS REQUIRED. VINPI 800 Seminole Rd, Atlantic Beach, FL 32233 uri Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: BCCI7( -003( ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: /Z' Project Address: 23D�j +:�d 1 PSS Contractor/Contact Name: �OS L Contact Phone: (DY` `/% 660 Z Email: 'Re/.-11-c seet) C Gd: I Description of Proposed Revision/Corrections: DEC 1 9 2019 ►; 3D" x 3 ' P4a, ,a� ui!ding D nr r nt City 4'TA<3:;?`::`. i<; FL I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed rision/corrections add additional square footage to original submittal? ❑No Ly'Yes (additional s.f.to be added: 3 ' • Will proposL"J,-edd ision/corrections add additional increase in building value to original submittal? ❑No *Yes (additional increase in building value: $_ YYO ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �= (Office Use Only) J4 Approve. /Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments / J ird G( ks fe-?(A,rer1 �- � 3a ,`) •ar ment Review Required: Bu Building P anning&Zoning eviewed By -- •i nistrator Publi irks 2 -3G- l`( Pu. a e y Date Fire Services Updated 10/17/18 ALL Revision Request/Correction to Comments **HIGHLI HIED I ON rs•r'S''�'��'i� HIGHLIGHTED IN ,A City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ��yy U ` It sr'' FI Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT co ( -003( ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: /2 /47-/Y Project Address: Z3D3 ()cliffs /Q, P Contractor/Contact Name: 305 L. -et'rr, Ce-- Contact Phone: (Dil- `15 (oSO Z Email: Pert.7CeSeri), C C t_._, rdot.-__ I Description of Proposed Revision/Corrections: DEC 1 9 2019 • '', 30 X 3 i ADPi l,`p... 4o (,.,)<3, /l 9l.'i!tdinC P:t? "ivty rent I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed rision/corrections add additional square footage to original submittal? ❑No A"Yes (additional s.f.to be added: 3 ' ) • Will propos,-edvision/corrections add additional increase in building value to original submittal? ❑No L".J*Yes (additional increase in building value:$ __— ?0> ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ._-____----.. (Office Use Only) W Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Pi lAv1Sio0 iovile,ibLaseAchf, Dear ment Review Required: Buildin: ,y,,,,,,,t,14), ,(,/,,„,,,,..... Panning&Zoning Revue ed By -- •0 .1 nistrator f tCC Publi irks '( Aggiiihm. ' lb i i DEC 23 2019 0 /1Z-70 - (p Pu• a e y Date Fire Services BY. Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION r tlr HIGHLIGHTED IN .4' 4`" City of Atlantic Beach Building Department GRAY IS REQUIRED. 4' 800 Seminole Rd, Atlantic Beach, FL 32233 a p� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: PIM / `0D31 Revision to Issued Permit OR ❑ Corrections to Comments Date: /2- / -/'?' Project Address: 7:5D� d (er5 :T}e4-,,-.. PL. TrJContractor/Contact Name: D, rT, Contact Phone: (Dil- `75S --620 Z Email: peer.�C- Sr.(t),`6• •• (jl-, ic •"-, L .• • . I Description of Proposed Revision/Corrections: ' DEC 1 9 2019 , 3nI' x -3 ` AT ;1.`D,.- 10 L, // flui!dinq fl - r#4rr,nnt City i-..f a..:': I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed rision/corrections add additional square footage to original submittal? ❑No L i'Yes (additional s.f.to be added: 3 ' ) • Will proposediiision/corrections add additional increase in building value to original submittal? ❑No LJ*yes (additional increase in building value:$_ 0, )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 6^ .-Z‘ A ______ ( ice Use Only) Approved ❑ Denied Not Applicable to Department Permit Fee Due$ --C, Revision/Plan Review Comments Dar ment Review Required: /5"(.001 L Building _ P arming&Zoning De Reviewed By •i ii nistrator /— 7 3 -c2o2c) Publi .rks Pus a e y Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN " City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 0109', Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: /'►CCS ( -o03( ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: /2- /F-11? Project Address: Z3D GCelier.5 r• , Contractor/Contact Name: JDs L ¶'rr� H- . Contact Phone: ?D21- 6/5S 6S0 Email: rt.7��Sc�✓v� 7 c C"';1 a � •.-.. Jy • Description of Proposed Revision/Corrections: DEC 19 2019 3o" x 3 ' Awc �:�.� 4e, c,-)a /1 City Llcv,t;;11, I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed vision/corrections add additional square footage to original submittal? ❑No Ly'Yes (additional s.f.to be added: 3 ' • Will propossed�vision/corrections add additional increase in building value to original submittal? ❑No LJ*Yes (additional increase in building value:S. __ _�U�> ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: l_ ( ice Use Only) ❑ Approved ❑ Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Dear ment Review Required: I l� Buildin: P anning&Zoning Reviewed By -- -ss.i nistrator Publi .rks q • ' les / 2 - 74 ! Pus a e y Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ACC/ / -OrD3( ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: /2- 761'-/?' Project Address: 23D3 +0.R,!X d��e �4' . P Contractor/Contact Name: 1-DS L ��rr �C� Contact Phone: (Di"{ q5Email: r,.7CeSc'✓J�`C _,� o .�,' C � Description of Proposed Revision/Corrections: DEC 19 2019 adinq± nen ;r9nt Gay El5o,c1/, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposee,dr ision/corrections add additional square footage to original submittal? ❑No IS'--Yes (additional s.f.to be added: 3 • Will proposed ision/corrections add additional increase in bui ding value to original submittal? ❑No *Yes (additional increase in building value: $ _ lO ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: Pei (Office l ^ ��� ❑ Approved ❑ Denied ❑ Not Applii ( 0 ut . Revision/Plan Review Comments0f-(e1( Depar ment Review Required: Buildin: P anning&Zoning -- 4.6 nistrator Pub!' •rks twai • — hviap Pua e y Fire Services Updated 10/17/18 ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 It IP* Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: �.(�` l DC- I Revision to Issued Permit OR Corrections to Comments Date: 2-13 - Z°Z&I Project Address: 7303 Fib'et's is—e.. Contractor/Contact Name: 13S1-k- kk Contact Phone: (0Z( 755--5—' 6 Yd[' Email: ('e RR T k Serf•C eS ((C a ,/ , (0 Description of Proposed Revision/Corrections: ?er7o I ,�e P�r. `FC_ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will oposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: • Will proposed vision/corrections add additional increase in building value too I.l submittal? E No *Yes (additional increase in building v e $ Sb0 ) (Contractor ust sign if increase in valuation) *Signature of Contractor/Agent: ,Aar (Office Use Only) Approved 1 Denied I I Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: ceding' anning&Zoning ) Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY �S rS�ti�,. Revision Request/Correction to Comments **ALL INFORMATION � " HIGHLIGHTED IN � "' City of Atlantic Beach Building Department GRAY IS REQUIRED. c,.., 800 Seminole Rd, Atlantic Beach, FL 32233 �JIf�� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:kQ04.'9 oo . / ❑ Revision to Issued Permit OR Corrections to Comments Date: 2-73 2c'Z4-' Project Address: 2303 -rdd r Furs fa—e___ Contractor/Contact Name: P3-054- "err tq k Contact Phone: ?ozq" ?55"- 6 X'O7 Email: ('�R.R; 1-k Seri.: c e5 I/c 0 r-p,,...e,,'/ , 0.^ Description of Proposed Revision/Corrections: (Per yo(A.._ Z 4zt( l I0 ?err. 4"t-e.... affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil oposed revision/corrections add additional square footage to original submittal? No o ❑ Yes (additional s.f.to be added: • Will proposed vision/corrections add additional increase in building value to o '.1 submittal? ❑No *Yes (additional increase in buildingv e $ Stir% z Z a STOCKDRA?TING FORM NO. 103-9a RC 1 4 (t-1) '01-171' VI -A t l'i'I-Ait %'E-sis! or- ie id I t ie.35 sf vent- j � i�- X: �'!'�!-1.G '� • �`tb�f ��Ti.Ct...� i�•c�.�tia�t�1�� � � �o=�a :i WALL a6 16 !-I/ L t C, W. #�! SLA, . �,� ,',�::'j"�li•-.tit-,fir t�.i�„I.t..• �t��� . ASI SZ ILEA 0;; PC•jJL7CeGLA) (H) - Florida Building Code 2017. American Concrete institute, Amerivan Inrfitute ofTimber Construction 6*: i_iv� f c�etcir�: Roof: 20 psi Floor: 40 psf Stair: 40 Psf 3. Wind Load Note -6: Code$: Florida Building Code 2017 and ASCE-7-10 Uttirriate Design Wind Speed 130 mph Wind trriport3nc e Factor. I = 1.0 Building Category. 11 Wind EXposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = x.13 or -.18 Mind Pressure to COMOOnerits/ Claddings Mean Roof Height 25) End Zone 0 Zone Effective wind area{sf) Wind loadsfasf Positive Suction Interior 10 • 41.0 -44.5 20 42, 50 W +34.9 -38.3 Ent) Zone 10 x-41.0 -54,9 20 +39.1 -51.3 50 +367 -46.3 1 no +34.9 -112.5 NOTE: AWS Design Pressure = Ultimate Pressure x 0.5 or DMide with 1.0 4. Allowable Soil eaarin�?: 25Wp:f 5. 501i compaction. - Soil under slab on grade and foundation ,hall be compacted to 95% modified proctor max. dry density (ASTM 0-1557). Contractor shall submit density tout report to Owner or Engineer. Concrete (normal Weight- 28 day,) 3000 psi Reinforcing bar ASTM A615 Welded V%fire Fabric ASTM A185 Anchor Bolts ASTM A36 i1Velds AWS E70 or E60 Mod Members for beams &frosts (#2 SYP) 'Pftd Members for studs (#2 SYP or better) microltarn 1 9E i. Concrete: All concrete to be designed as per ACI 316 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinfo(cing where permitted: Concrete: 50 bar diameter Masonry 46 bar diameter Unless shown on drawings, rninimurn cont. cover for reinforcing: Cast against earth a, Slab on grade Centered XPOSrd to earth or It anther #6 thrU #11 bars 2" #5 bars 6 smaller t 1/'Y' All reinforcingsnatl be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. e�. Timer: Allwood frarning shall be fabricated and intrtalled as per AITC & TPI & National Design Specification for Wood Consttruciion, Provide terriporary top chord bracing until toot sheathing is in place. All wood members exposed to weather shall be pressure treated, Pre-engineered wood trusses shall comply with Truss Rat institute Standard with proper dead. live and wind loads. braynr195 sf,all be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each (altar and truss. 'rhe number and size of nulls connecting to wood members shall not be less than those specified in FBC 2410 'Table 2344.9.1 Fastening .Schedule, coMMUNir VDEvE��PM APpF?o ENT VED SITE AREA 11398.5 SQ. FT. EXISTING LOT COVERAGE = 4311.5 SQ. FT. (38%) PROPOSED LOT COVERAGE = 4158.5 SQ.FT. ` (36%) POOL DECK REMOVED REPLACED WITH SOD OR ASTRO TURF atrurture Neiceht 4 Number oiw 5torie5: Mean Roof Height: l,_tA Number of Stories Ccctlpancy Clas;: Residential Group R3 Applicable Codes: Florida Bonding Code 201-1 Florida Building Gode 201 -15th Edition- ' "Existing Bvilding" Notional Electrical code 2o1-? National Fire Prevention (__,odo 2012 Method of Compliance: Prescriptive Compliance Method Alteration Level 1,: 5^iork 15 less than 50% of the valve of the existing building T`�p�' 01' Coirt�'cruction. Type �{ Unprotected UnSprinkled Wind Zone inForma tion: See Hind `Lone (ThI5 Sheet) Na terra i6. Goncrete (Normal Welght- 2d Days) 3000 p51 Reinforcing Bar A5TM A615, er-60 Welded Hire Fabric A5TM 05 Hollow Load Bearing GMU A5TM Gclo, Gr N -I Anchor Bolts ASTI,,[ Aso i or A56 I^Ields AkI5 E"70 or E&O Nood Members for Bearn5 ri Posts 0*2 5YP) i food f4ernber5 for 5tvd5(2 SYP or Better) ,x Microilam - IAE Index of C)rawlngs. Sheet Al 51TP_ F1,64J a"f it `J`ijlagt lCt`l'1 , � III T?A rA grsE'i:;� : � � r'" � fr"LAI.�I (i=='p,,�'i'l:t�.1�,��i.�.��i�1'�c✓�y��. ffm l- 4 �t y, a i;, Z ��� s 09 V VA 0 OD:e y O ttq)u i e' , IS 14 1 In o W 4 iso E. t 4 DRAWN CHUCKNO . V. JQB NO. oeoo d 93J A F 7 D pc � C lu i DCF t 4 DRAWN CHUCKNO . V. 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