Loading...
Sherry Drive 591 uRIMAN RESIDENCE DRAWING INDEX GARA k`iE ADDITION SHEET 1 SITE PLAN 59� SHE�Y-DRIVE CALCULATIONS �(I S IbS ATLANTIC BEAC-1H FLORIDA ELEC. & A/C SHEET 2 FLOOR PLAN FOUNDATION PLAN GEORGE BUI.i, JR. - ARCHITECT FRAMING PLAN 1800 SEVILLA BOULEVARD - SUITE 3 SHEET 3 ELEVATIONS ATLANTIC BEACH, FLORIDA 32233 WALL SECTION TEL: 904-246-4469 . FAX: 904-247-2816 SHEET CALCULATIONS SPECIFICATIONS I FILE COPY , REVISEU CITY OF PA-Ar).1 3EACH s h szvyDeiv� rr j i 1 - F LIFT CALCULATIONS _. ._�.�.-. imjpefrvious Surface Calculation Roof Area: 2 .33 X 27.33 = 774 sq. f1. 1 120 .P.H.-wind speed + 30 lbs./sq, ft. Site Area: 16,170 square feet -- �--.- --- a - 774sq. ft. 30 lbs.lsq. ft. 23 220 lbs. Total IT j1'ft -ot _ . F _.._. ___ Existing Residence: 2,026 square feetIwo 6 BuildingPerimeter: l' Existing Paving: 1,883 square feet { � � a�-�_ _ � � meal Peet 9 __. _ Uplift/lin. ft. New G ra 9 s uare feet I - 3220 236 Lbs. / lin. ft. h rT UYV ! 4,488 square feet 01 774 >� f 10tal Removed: - 432 sonars feetOR rte. Total Impervious; 56 square feet Uplift/Stud — 236 X 1.33 = 314 Lbs. r ,�- 11 9 4 , �i �5 r Use: SP6 Each Stud to To 056 Divided ° r and o �- 1 ttou, Pla617 to e 72 3 i3,0 �;�;,� ..-yam � ' Uplift/Truss 236 X 2.0 472 Lbs. R mak . - _ ;� � , [Tse. , A Each 'Truss t o 'T®� Plate , . s r f' 1• t Water Calculations la ®ns �•. Truss T 1 as u lift of X32 lbs. PL - .. ST 1 1000 I, S. Eredevelo merit Site to Area. 16,170 sq. ft. >Et' - f Existing Residence; Z OZ 6 Square Feet et .� Existing� havn 1 �3 Square Feet i us X32 Remove Pavin : n are Feet . 3,477- square Feet I �+ -- - 3 477 nate deet v 21. 0 % Impervious 1 16,170 Square Feet AIR CONDITIONING NOTES PostI)eveloument = 23.08 % Impervious 1. Comply with all applicable codes and ordinances.� 3' pp 2. It shall be the Air Conditioning Contractor's re poasibil ty to design 125.08 21* % 3.58% _ the split system heat pump system and all associated accessories. 0 �� � 3. The Air Conditioning Contractor shall prep re a Certified Energy 3. $°/® < % - No Detention Reauired Analysis for submittal to the Atlantic Beach budding Department for permitting. t 4. Provide all equipment, ductwork and regist as required for the E proper operation of the system. Ceiling re&ters shall be aluminum, 5. Provide a five-year warranty on the compr or and a one-year full parts and labor warranty on all other work. ELECTRICAL NOTES 1• Comply with all codes and ordinances. 2. Lamp all futures. f 3. The Owner shall select all light fixtures. Provide an allowance of$400.00. j Eno 1'. - _..... v-�_.......n.e....w-.+....ems-._-_�..-.r._•_-•.-.�_._- � 1 1 F CITY OF pTl k BUIL.DII'.-G C .FICE oil _ . .. . 1 �► . ENO 11 1 . e :. - . _ -_... . N, ; TpJ F 4411. con �0. 4...4 ' � // -v_. �. _.-:Y":•r a':,«�� -. - xa«i.,-_+'�rr�+R'�Y:•4";-•:. �R.^r°�' � E •8�' j a.. " ' � : � ;t ..:.. ... .. i w+•_..,.._._.,.. ,,.. ., � ..,-.,�:t:��=.w;�^�...;[.:ut�y,i�y,.:,.'wa+:..�+u:�.._.....,;ate..:a.+�.:•• ..�....,. �.•.-.... '.�s..:�.s ":�c.:�.w Fes' I, " 4 _ : e f _ ` r { 11 EEE 1 .2di. - - le 9".11 lei 11T. �,, , I W Fig* 3' WWI - i III, ... .- -1,.-..... .:...': _,.....-._....._.... e�r� .... .-.._.. .. __._•..___ .. .. - ..-...- .,_ ... .. +� I i� F , A3 X • C f d 4 � 7✓/< /r J : /"" F: �r !- r � J ,r' r e'. .� f ! r ,0 a" it s +�'. � � :, � .� ,} .1 s e' l / / -. •: �-::. aG-nr+.:;.•. r-rc-+r- m' aaw,w.T.' ��ncx+.N. �:tsGaam _,,vrauns.:, .«x,a.x.. P S f) � • +y t - A t- -� - ...T.,,`:�.rt�'�i.u,Gw�r,.,w`n.��+r•.��.�!+�.en++a-...•.:....wii m.-,,,nnr..•+.Lh...+.•..w-+•• ..,+, sM.t+w.,m•�n+.---,w+_+w,..ro+.,.m.+�,.+,.....-•�..,,...+.,,.... , e r Arl I o it W4t Woo I i t t V : r , r _-.�...v..._ .....,.ate_, .... .� _ A rr.`cs!-n?s•nnv.ay.•xw:P.4nvu wn A.� -• ' A n f[�j, AAAA f _ P i , V7...t CITY OF ; Tw air D ��"F BUIL I. G 3GE >1 i 17 S i{ I , ^w , • Off- PL I sh �� I j 1 z ( 1 / I - i 45- I _ - .- ,. a .: __.�._.,..�,'_..•. _� , ..._.__ """••%.."'�Gf•-,ti,':".r,. "y3".,Y,:=..�we�,LL,a. A - .._ .. ,. ,,, ..R.w.,.wx,>.r"�" __ _„.-_... , .. - � � Y «.,,+..:..,,....._..-,..,.. ... , __. • �• -I•� .. p .. ...-_ _... ...,-_:.__.._, ._.. _µy.r�^3N'.�S-3:�:ti4li:Y28F��Yaebl` R;i-�-- ..._n.Y9�E�� -. av+ - .... ..,._.:.wzWrm,m,gv,.,^:✓+.9�:, ..r"„rr•'rr-.f,�_n,r�x -..... _ _ _.. v,,..-, •._TR• _. , a� r wu . _ .�--^'f�i� _ -m'Y,n:..,'.ap!'wary!••'whrrw+„Mw.neMr._/.�Tlarrwr ...__ .. -- .. .- ___ _ - : ,t0s'te-.r N,r�fea•rcTM'I',Y,sr+1,P`+Fi�Y'•,e0.•oXrL+WCR4,T.�ta��eY'.W+G-wl:.'en,+,'r,rs!,fFl��r.:b.�fYY+.vca�u,Y+v,•••,-•_. { �•' wew,-+.rr...a. n...,.n i ... _. .•kJe;+�+iuWr.,, } v.,,,,'aRf cwe.•w,uvrl4vr+a�Ne�?wMr _ w•swww:,:,r - vrw.vwi.,mw.,•rs.,:i, .. _ .__—_... -,.._._... _._,_.-.-. ... Pdo �virtt-s, ,Lfw,M.c+1Tw,Rr4n:an ' �,� I i 1; .. _._.., s , ! y - ---.�.... � y �.- . ''tik:.a�lnx�?r.{ax+r�+"3.`S:nT•,•reaS-�+'�4f+'_7{+39".� nXs:.*�. - `�""""""'� x.rcm.., ,t r I ,.. ,... :...w,:>:�,r::.n�,—,:.,.„,,,,..->c,ri,.,.n.,.:c,�..,,, ...s�..<..•cea,.rx<i�r..�x, ` - � "' ..._.,.e.-,.,-«..s-........,,.:....,_ ..... _ _ ., t „>6 9.. ,,,.�.A.-�...,,,o,. „„:_-__. S .....*:.e��:,,,. ..::”r +s,raHca:3n-.�c•�,:s: +:tiT;:y, ie ,_�,r.:..:..,,.w,w i` , I 1 , r _ r ! { gad +:� _ ,,.._ .__,._.,._,.:�:_._. :—-...,-.. ,>,�+•..,,n<.,.,,w,�, �` '• -----."x..�:,;,n.z � ...,.:,,.--...,:..:.__.,,.,.-........,.........-.,.+:,m,,...,,..,..�. .. .. ter..�_~ r��..rb., _. . •La,,af ;,. rip �:..-..;-_...:�_._,_..�.,_: ..->. ,.r-, ,,,po M� _ ' ..............•_.:-.,_.-:.v...,..-.,-_:.._ -- .,.�,"'. �, ..... ''�' . 1 - ...a.r.'_.-.,:ce-..•ru-_...r_r..r � W+na aS, x-,•:n,.a n ••. v_ ,..rrn sr, ..Y..,f r:•,...r,,,w.nea.,w,.,,vs�„a+r,;-�+_-�er+,.rw.+._.,r.0 _ r Ys. '..w.-.*,-.�, -. .._._ T•Tic.. V..,W. .f•�x-T'.wr-v.,to sw wDw•sRa -•� , . .. _. _..,-,-.rxr,....a--' "„'.:--„r"„__•,--.+,--..f„x-wyvm..u..,•,:.."__u:.nv.rr_..m„_..•n-•r.,Y.—,+,-n-rne•,a+-•._s_.a......nr 1 '.v., ::x a ,. :,.,«........ ...:.��-.n _-_r.,-.sy-..,,...,c,.,.«..wre•�,•._c ..., _ ,:... _....__...vim _ `m^w+e`++ri•,m*^nn.rrw,ar... •.a__ _— R,.x..a:,._.,.m... 7 t � i I ....... .......... ,..._.•,.:,.,:�, i�l�I.'pp4TaYw �O.ffiyp�Mq,K{yy,*,NNw+r' _ ._ .. , •. -. 'r.vwa r. _ i .. - .... .. j - 4j� Fwl r XX i ( , 11,0 _ } 14 i 1 M ! ! r„r,••-� y� �' r'Fe �' .. �,• __� ,ty�"•"-`:.4' ! y i --•— _.�.__-__ i j, � �, .� �.' S'�.. '�'".$, $' t ' �.. -=- ''yl § " _ f - — �t { ✓'+-.o'er Ir w t � r : r r ,. fi -..gym. ,__•_•_,_.' _ .. e .,. .. R i 0 t • r 1 i _ D , r ; - 5 l - ,..,,.r,..r..:..:.,r,,,,.•.,,,, �rw,.ti,.wu.,.........ar-.,,.„..,-,+wr.nv.:,.,,..... �� .v. ..-+.,.-.m .rr,....w_.,,. F ..,ww,.•m,..-....,-. w�[MiyA,l` �irw,M+,► __-_ —_, . I Q 1 � • s' i -•------.---„-,,�..».,>•.:...-ter_._,-,_. - ,__.. _. _.. � i r f '. ; � i_,. _.,...:,_ --_.,_,:.,,,_._..,r t� w,.. �Aw.n»,r,*w.•_ ....gin. - .. - ..... - , 4. 'I CI r. i"W-v -.n ! i 6 i p f' { sD'BUL INU } A— DESIGN PRESSURES FOR OPENINGS VERSION 1.01 � Wind Wocity(wo) 120campmy George BkAl Jr.knPortance M Foc9tx 1.00 By Sams Exposure CatVwyC STRUCTURES Cri�rsan , t a f` sura * 0.18 Job R�lTERI` Aeon � u _ ftc suwkv Mdlh(ft) 24 Building Length(ft) 25 ' Job NumberPqCrimp LOCA L , r , , ep _ MARK DESCRPT#ON ZONE ELEV. MOTH R HEIGHT FREUt A T pb1 H ! I • , 4 C 8 3 6.67 50.0 F" 3. 00 i 74 L - .. - a y � i Vi r :Sher,?,q 74+*.�rr:Baa ;r:t}�z...��yn:,�•zcan*ua;�e.�«uk,�xales,�ra> e„na::. . f . 'Dk. t WINDOWS AND FIXED GLASS STRUCTURAL NOTES AND SPECIFICA IONS � t 1. Windows shall be Simonton or equal, double bung, impact resistant to CA � cd CA i. Codes: Florida Budding Code, AC'T',.ATIC, AWPA,AA (Latest Editions) units. The units are solid vinyl clad, white exterior and interior color. Each unit has a positive designpressure as indicated on the e Design 2' Live Leads: Pressures for Openings Schedule indicated ' these Dr Drawings. All Roof Live Load Top Chord 30 PSFg ,. hardware shall be corrosion 'resistant type with standard interior Floor Live Load _ 64 PSF operating hardware, , 3. Wind Londa: (120 MPH), 2. The pedestrian door shall be impact resistant unit and shall meet themoo Basic Velocity Pressure _ 30 PSF structural design pressures for the size indicted on the Drawings. Uplift _ 30 PSF . . g R 3. Installation of the windows and the pedestri door and associated 4. Materials: hardware, shall be as specified in the manuf cturer's installation o Concrete: (Normal weight_28 Days) directions for the 120 MPH 3 second gusts) and-Born ' Slabs on rade and footings 4000 a Debris Zone g FSI as defin Reinforcing,ASTM,A6159 GR60 (Lap 30 bar dia eters) ed in the Florida Building Code. The Contractor shall submit to ` 6"X 6"8f8 W. W. M. the Atlantic Beach Building Department all Applicable manufacturer's 0,4 information and test data to meet these requirements. . ' . 4. See Structural Desi Pressures and Calculations,. Lumber: Wood construction in accordance with the F°l�rida Budding Code Design Plywood Sheathing, SfS inch APA, CD-24% with exterior glue(CDX) or Engineer approved equivalent for roof sheathing and Y: inch AP,*, CD-24% with exterior glue (CDX) for exterior wall sheathing. ` Nails: gD 6 Inches on centers of supported METAL OVERHEAD GARAGE DOOR r ,• ' � pportcd edges(in;the seams)and a inches on cen ternt intermediate termed rate supports (In the field) for roof a .d wall sheathing. g 1. Metal overhead garage door shall be as man0actured by Overhead Framing Anchor : Simpson or approved equal, zinc coted. Door Company or equal and shall meet all of the requirements and structural deal ressures form • gn p materials and installation in the 120 Wood Trusses: Provide Shop Drawings, signed and se&Aid by a Florida Professional MPH 3 second Engineer. 12© MPH. ( gusts) Wind-Borne Debris Zn� as defined In the Florida building Code. The Contractor shall!submit to the Atlantic Allowable Soil Bearing pressure: Beach Building Department all applicable information and test data to g p 2,000 PSF F PF meet these requirements. , 2. See Structural Resign Pressures and Calculations. t CITY OF y R U V_�. 4 K- +i . LA -' BUILDli -......._........ .............. i y_i ROOF COVERING — ASPHALT SHINGLES I ROOF SLOPE 2,5 to12 VENEER SIDING I 1. Asphalt shingles, underl • � ay�ent, flashings, and drip edges, slid Wood veneer siding shall be Hardi-Board and shah be applied horizontally their instill . installation, shall be in accordance with the Florida Building Code. over Iilnumum of one layer of Tyvek or equal vapor barrier membrane over ; 2. Asphalt shingles shall ' the structural sheathing. The siding shall be nailed through the structural F all fastened t® solidly sheathed decks. g 3. Underlayiment shall be two layers, Underly meat application sheath' Y sh 11 Ia n The e nails shall be stainless steel siding flails and shall be of proper coin Section R90�.2 Fly .6 of the Florida Build Cod 2 length to penetrate throe � Edition. the � . l� F e sheathlil . All vertical lap a Dili g F J is shall fall Apply a 19 inch of underly Dent felt . • et parallel with . y th and s over a stud. The installation of the siding shall in �t the r � starting at the e requirements g e is of the env . � apply 3�6 inch wide • sheets FF Y eek of and er Ia Florida Buildingyirient, overlapping successive Code for l • 0 20 M P H. 3 second wind gusts), Category. ( C �� eg ry sheets 19 in chi and fasten ed sufficiently to Wield-Borne Ilebres Zone hold in place. 4. The asphalt shingles shall snatch the existing slid shill have self stripsor be in g seal terlocking and comply with ASTM D 223 or ASTM D 3462, BRIG MASONRY 5. Asphalt shingles shall be secured to the roofh s gin accordance with the manufacturers recommendations on _ s an • d test t data for 1 Brick units shall match the size of the el istin ins led brick and shalool l 20 MPSI (3 g al be • second is Wind Borne Debris Zone as defined in secured to the existing the Florida sheathing with galvanized . g g g ed btick ties at 16 .inches on Building Code. Fa steners shall be galvanized an iz ed s e s s s teel ,centers both horizontally and vertically. Brick ties Mall meet the requirement mum of 12 gauge and shall through the roofrhea th in gofSectsol 2109.3.1.1 of the Florida Building Code. ; The Contractor shall submit to the Atlantic Beach Building Department - Ra� all applicable manufacturer's s lifornation and test data a srequired r ed toAll work shall be true, plumb and Level. Remove a excess mortar so meet these requirements. eiilents. reader the wall . . smooth and ready for the application of materials and work 6. Valle linin shall • • Y be installed In accordance � . ce with the manufacturer's - ' ac1cl r rer required s it ed b q y other trades. Installation � � instructions before applying the asphalt shingles.1 es . F F or open g valla s lined with � • valley s9 . sial the bilin shall 1 g all be 4.424 aluminum, 16 inches wide minimum. For closed valleys, covered with shingles, the fining a shy , shall one ply of smooth roll roofin illus . minimum of 36 inches es wi de and complying with ASTM 1970. 7. Drip edge shall be provided at roof edges and overlappeda 2 inch � miiiiniurn o es. Drip edges shall extend /. inch minimum below the sheathing k and back on the roof a minimum of 2 iilclies, Drip ed not more than inches on centers. a 591 y