Loading...
HomeMy Public PortalAbout08-0400 Franzen G XIhi1IYT�� CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED:09-10-2008 PERMIT#: 080400 WORK DESCRIPTION RELOCATE STAIRS;ADD SUNROOM ON EXISTING DECK WORK LOCATION 10 FORT AVE OWNER NAME WAYNE FRANZEN ADDRESS 1603 STRINGER RD CITY,ST,ZIP BELTON SC 29627-9710 PHONE NUMBER CONTRACTOR NAME SUNCOAST DESIGNS LLC ADDRESS 140 JOHNNY MERCER BLVD#2 CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $319.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $37,800.00 TOTAL BALANCE DUE: $319.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. r Signature of Building Inspector or Authorized Agent: oVit6 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org • • .Y•-^ Xj Inspection Report City of Tybee Island 403 Butter Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No, L. L..-1) Date Requested II - H F ..D le Owner's Name j-r-ra, 2_(2 I'm Date Needed 5., Gen, Contractor Q r5 Subcontractor Contact Number 5g00 Location 4". 4- --, inspector 1 '11 Date of Inspection jun- Type of Inspection kQ' : sSei( 1:1 Fail CT+ IC) ci R4 5 5 V") te) _ _ _ Li a A. Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No "DELO 4-1- 0 fl Date Requested tr.) -.7)c) -OF Owner's Name _ FT- h, CI I-, Date Needed ) I - 3 oF oa Gen. Contractor ,)c) Lc?r-■ Subcontractor Contact NI LIM ber I q1 Locatton inspector 'I) / Date of Inspection _Z/ Type of inspection P I 17- kPass Jj Fail I _r( V C b 6 7Th (-1 .11111k inspection Report City of Tybee Island 403 Butler Ave. Box 2149 Tybee Island, GA 31328 Poe: (912) 786-4. 73 ext. 114 Fax: (912) 786-9539 10, I 5.-0 Er Permit No. r-f73- 041 DO Date Requested .4?Eff 0-1 Qff Owner's Name /5-rn Date Needed %Jo r fl Gen. Contractor "De qr.); Subcontractor ( 5:1e, 307 Contact Number a +- red 30 cir- CFO ° Location 1-- . 7-- 4 Inspector (714 _ Date of Inspection /67 Z.) I Type of Jaspection r e \ ect s S Pass • ...• Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 186-9539 Permit No. Li Date Requested _1tbUi1).-2_,0F Owner's Name I-r le-N e Date Needed I 0 - Q Gen. Contractor ---t)e '‘‘.5) S Subcontractor Contact Number _ -14 2 3 3 4/- DR7 Location F r v Inspector_ r-7 161 Date of Inspection fO ab Type of Inspection r 0 - 3 n (C e: o CA Pass Fail • p,S,9 4.56 c‘<c?' ,0•*v- Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 • Permit No„ Q_Cl_ Date Requested .)`1. ,D Owner's Name 12j2L221Th Date Needed __Da- _ S Gen:. Contractor Thpç ti c; Subcontractor Contact Number 1' • - Location I ) r 4 A ) • Inspector 77 Date of Inspection Type of Inspection Pass Fail Li "*. \-)C1 0 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT ea., V5?` 0 Iv0 \ I "�ma'roea Location: 10 1-7-60- S ¶, Tjjp PIN# 4' 4:5(.3 — —o' NAME ADDRESS TELEPHONE Owner p`i Architect y �neh !b Fv - S t- or Engineer Building Contractor S tA'r\CO P-%+. D ks /N d TowAKy Irvt-cat) vt, f 7- TS 3 7 (Check all that apply) ❑ Repair Residential ❑ Footprint Changes Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial � r Details of Project: 1 to y,a Sx,„„a pdY.., Ur 'Xi 5+ 1'"S 0 Estimated Cost of Construction: $ 3120 Construction Type (p (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: ,n, fLor yysA. Remarks: 1(r6- ■ G ttnn‘ . v. t.Sl ,oL,-)C. ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area c;). &f ®9 Living space (total sq. ft.) .Ii #Off-street parking spaces ,� ;ice ' '1' j Trees located&listed on site plan Access: Driveway L/3 (ft.) With culvert? With swale? Setbacks: Front_ . ) Rear 5 q Sides (L) 3 ' (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through ,e. w.lt.,•e� . On-site waste and debris containers will be provided by U,v.Co�.+ �� ' ..,,S Construction debris will be disposed by '5 .Ce .s-(- by means of I trzAireit. . I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: b iii- (71 Signature of Applicant: l'CL-Cf Z2-2--- Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: • Describe any unusual finding(s) v Access to building site Distance to water main tap site )'tJ Distance to sewer stub site OA J Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit c9 CAS.' Code Enforcement Officer 6,dZ-3<____. q_10....0 x/ Inspections / / q, ...-- Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections - g -- -- = Aid to Const. City Manager [ c_' -Thc 12,1 / -r .ch,i C ,, toes o ti e d TOTAL ,ber e ft,ad,"�-1rosJ SNSo r-., ,-k--o,N WAs N'Ce4C a _c_„,, Ey-t S-C,v,g Q 'J,J,.., 0,-.. . Dtit a--P Line 414 a plus 4c, nna I4E ct-ec.1G. su ,r-S-s .'o,- l,mad3.s „Cap/4,-4-.327) 'zcoe,,.&) cieea. NATURAL RESOURCES GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition,Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Un ersigned Date S(-0■Co a-S4- ss Printed Name Office Use Only: Project Address: Permit Number: Chuck Bargeron From: John Wynne[John.Wynne @dnr.state.ga.us] Sent: Monday, September 08, 2008 12:08 PM To: Chuck Bargeron Subject: 310 Fort Street Chuck, I delineated the DNR jurisdiction line at the above referenced address on August 1, 2008. As long as the proposed new construction or remodeling activity does not encroach or overhang seaward of the that line, there will be no permits necessary from Coastal Resources Division. Sincerely, John Wynne GA-DNR Coastal Resources Division r 1 C.M.F. = CONCRETE MONUMENT FOUNL REFERL ES: D.B. 290C-54 & S.M.B. 14S-45 R.B.F. = ORIGINAL 5/8" REBAR FOUND I.P.F. = IRON PIPE FOUND 1 P.O.L. = POINT ON LINE FORT AVENUE 60' R/W R.B.F. N 70'12'52" E --- 98.02' R.B.F. N 70'12'52" E 384.38' '•'-` - ----7 98.11';': ;: w ; S 70'12'52" W m 2 .09' -- .1111:-:)-'" 45.37' I o0 (O d- EXIST TWO 1" I.P.F ,,a /, A.C. PLATFORM I TORY FRAM , P.O.L. ~ y� ,R��IDENCE _ ( ,I • StI�I 25' 3 (9 W , ONj PIERS �� I �' 119. 5' nuum ,AI _J 1 (f) l' Iali, ( DECKS � I -' LOT 6 ,I. ,,�,. it sill da, LOT 4 0 1 LOT 5 '// �'' ,l, i I FOPT BRIDGE 7 �//1// , 1� SETBACK LINE (TYPICAL) = =1 sklb NOTE: ACCORDING TO THE C) T //// — 1 rn SUBDIVISION PLAT SETBACK 1�0 '' 'i4i' /f 11 . 00 LINES ARE AS FOLLOWS; d-I I c0 FRONT & REAR = 20 rn I L _ � 0� l( . — i I, SIDES = 10' 50.41' I.\ sir- 1II �'i�' UNABLE TO SET Z f OR FINE CORNER o R.B.F. 98.04' k70'25'08" W '`'' C.M.F. 1.93' OFF LINE BATTERY AVENUE 60' R/W STATE OF GEORGIA (NOT OPEN) CHATHAM COUNTY PLAT OF LOT 5, MARSH OAKS SUBDIVISION, BLOCK 13, BAY WARD, KNOWN AS No. 10 FORT AVENUE, TYBEE ISLAND, GEORGIA. FOR: LYNN D. FRANZEN DATE OF SURVEY: JULY 23, 2008 GEO R G/q sre DATE OF PLAT: JULY 24, 2008 Q-``G RFO \ ' SCALE: 1"= 40' '2'5 ► IN MY OPINION THIS PLAT IS A CORRECT �4 t_ REPRESENTATION OF THE LAND PLATTED � � 40� 80' ,, iy� �!' � +off c i E.O.C. FIELD 44) °SURV��.'' < ERROR/POINT BERT BARRETT, JR. Q BARRY ADJ. METHOD NONE LAND SURVEYING, P.C. E.O.C. PLAT 1/ 221,925 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 016-36) . . _ _ _ ---" DATE t FORT AVENUE 60 ' R/w N 7 0' 1 2' 5 2'E -- 763.57 ..... ...r -.,. 6622' 66,14' 98.04' 98.04' 20' 1 E - - ,w r -- -- -1 w r-- ___, r_ _ _ _ O I O Co N I ; I 14 I_j ErILLEI5 .�G� "�A�sN N o �--� r ''' '' ‘0,, 0 I0 LOT LOT Il Li.f 6 iiii ,i1 7 a S N ,4 � �, t � 0.276 r� 0.276 i oa _ 0.409 / / co ' 0.410 ACRES ACRES ACRES I ACRES / I 17852 SQ, FT. \\Il, 1 17818 SQ FT,. ,1i1. 12000 SQL FT.J -j 112001 SQ, F-97---,,I _____,,. , L — J� L _ _ - .�Q L _ ----- --- � � L - - - - - S 4L/ L 20' B 66.22' 66,14' 98.04' 98.04' ...r a�� .rte �r w 694,07 -v-- S 70•25' 0 3' W BATTERY AVENUE 60 ' R/V (NOT OPEN) • k l t:ION r- r t , 1 , �� y;1 — 'y , ; ":::77,;•;-0' .`-‘, -,- .. Iltil . ‘1,4*P.,_.–`4,: • — N-11.-.' i..1, •.':* -, . it.-4-4141k,..ts---2)....t.,-.;-+ '-'-'<--.; ii", it. ,V j4pfffiYff4I(t. , _.i------ _ - -- f ■ l sue '., ' \lb' .." \\\:\''.\' i•Cel rr._ ` ,,.y , 'f►�t j�� ti+f‘' ,_ \'3 y .•tee• 1 — ' �' I �: — �\� z �' .` i�..ir. r -+e-. -....7' r, _^L. �.� da 1 l is i r;- t. ; - 1 : --- LI ■ • A v'' _ ! — i11fi1111i11i. . 1 it �= _ w �i — iq ' I■ �! .A t �. I a,7 t: Le i via,y 1� �,,a, ` _ �.:iii- - 4 I .. i' 1. ,, ., •/ @ '�- i:. i ts,s/r F 1'q: f -- t rf: 4 -.!ri. ��� ' 11 '!44 • Y .Z `- , F•i,, ���i a t ,-z.--,7,-,-.; .ii.,,I V - --"�. FM. �...te �..,�1+..-1 �.i�r.,O a '� t � 4 + yf-4, 'r �s. ti . a.. y-rd ''. r.... 1 !-.7,,-Et✓ r -s',41.\--- el y �, r t A/ r 44-.. ...-'.tiy*i t h t� '�'".,1L�'r 1 t i4, J .•iryY„x I Ih �Xi -r/A/ dee 'tar 0 Ho(As� I te ,}rr. Y _ •� t . r •� 4 s' •r .• � . t1 y 1 ? ,...„.. ....„...„,.., ,,.� 4{ ° r'; �v i :..„„ -+� ' < * t � ce t, c- .a r '. - .,Y . ° i r �S p 1'r / '} !�r t ,9y c-t... ' 1 r � t. .. _ 1�J, .t • ..t 'bs 1' ,t 1 .• -.- \\\\\ \ ,,, ■ ■ t , f may: *, _ , (7) 7,-,,,-q . .. . .-, . \ ... _ ___ ,_ _ . ___. . .- , - \J�j _ . -- Q t1 �_.ti, a 4 _. - _ - I■ 1 �' t \ \ i fr/.4111111 t 16 '''''k'‘ :}'1if ' . 11111 : , aillikir-.. -:4rM. ---\_, : . j ijilk 4 f d, .r c. 4111 i-® air 4 ., . Nib, • 4641 . \ ■ ' i '1 i kk ra 1 I — . ._. .„..,...„ ,„ . 4 VIP ' 'C,':'•;•i14....,....?1,- . v•-•:7,...,. , f, -• . :'.s•s 1 ,.•„ .,\.., • ,. ..,. .- ,,.,.,,,•-,'..• -.1 ...- • • • • , - . 'W.74.. . .! -7 . 7. • •' ',.77..37f..4#'.,..i. ,,, .•,114';:',.'',%--, ...',:.....i.:- ..-';‘•-,/,..--• .• --.. r .•- t .vv....,. • -,,,,,- . - ..;,.... . •..."-..--,. ,-•• •:.....-,. ••'.,4.F--. , . , :-.... _ -... - " . ...,, r,--7,4-41;‘,. ,,-.:„.,,,:::,,. -i...., ill 7,7(/'../:;71,-,""z7' . ',V ''I4,. ';,' r la,'y •' ' 'C',..!7-' ' ' .'' , : ,t,fr''• ; '• ' . • -);■„:. ' l,,,4...,■,' 44.4ilf,.-,:-.2*!•,,.,1_,;,4'-, !.„,!,.... f . ..-t,,,,..-ii, 70'1- .f. '... . -,,-..‹.,„re • .. -,, ow ploy,,• ". ••f i•, •..„A-.;17-->, ,A.•,.,..,..,, -.. ,. • :•:,_••• !. e.'.: '..$ . .„ „""4 7" ..' I ' ,1„...".../„.77 " ''IP!".•.7.4: ' ' 7 .- ^..; .., - ? *06 p .., 'rrt"1,,.- • .,.' ' 'fl,':.,;,4. f- -Sr..'"' ;1- •'''''))V-N``f-, ' - . ' : '.,,`,',".,":• '44 . 7.,::',',..,''' •.40` ' . i ,,,, ,,,,, /. . , ,7 . 1 4:,-;)--:.'27.'.. •' ',%-. - ''■','' '.',...7 / • _I '•',''' -.I;,:,'1; ;AO:. ‘..r . ' • ..‘' .''''..1.4....l', ...j.. ...a,. ...SS..... ..... , 4 , ....--- ______.../ ,,, ■.d. ,",,,:;,..----;"'‘ (f.i..77., ,1,,,C,...t.e. .:.:' ..".-.';'.,..„,,,',',. ,• '..''...,..4142v.-'.,,,-..`7,,r-!.i ■ ..., .7.'-'4, V.,.... '1,,'.•1 0 -"i.,,''.7.4 1.4...`1..7'.-•,`,1,:".1).,.7fin 7,...,41'F.7. .,... 1..,,,t,...v,. ........,i , r...._ ._..____/--- 1 .,.... .--,-,.."'lii;i4 --e----!•-••';''` - --.71' '''- *::. ..4, A... - 1, ..,.. i' it';'''^7i.--'';:;:;' '''!--t1'.'!.;'.".";"•"-. •i'.• ,7'!,. ,-!■';'; -.."'' , ; .;-,-;-. .• . '.! ' ...- ""• ••'• A;;',""Wi.:'A !. , ' .-1 f ' .,1'(•- •-- ..0'" " 4,.i.,--ts : . ;, , 1 1°41°' ----- ---------------- ..-,-. , .1,._,.,,..yl., t - . -, .,-,14,-k tt.. .. . ., . ,...•:;;fi,?..... ,. . .... . _.-,' ''.1...`,.' ..!.ie.•,,7,..1;;:". '",',e;:.'ii---?.•':;;.'-,•,''A,...-..'; .1, r:4,7 ..!•-.4+014 , .0.. I ,---- --------- -/-- --- •.!-;.."4, ',''-.4';'-',(..", ''',;lil.(;-':)j'.''.-,•• '-;:- l'^'1,‘..',.-;- .''''-.' .i: - 4.f,'t,',"; _1...1-j,;.‘, . •*#,,I., . ,. --- 4-::„t4,•:4,.-'i -.,,i,-, -4,7,:!-,;*---;: -, ,-;:;•!--• ' :,'' " ;!;=••;:V't- , ,,, . ' - 'I, ' It'•• • •'!,i- -----.••"4.,- '', . '.:- • r f-•,,,.,,,,,e,... -ka.,.t,,k.„.,.„„,,,,,,,,,.,,,,;-:: ,,,,,..=.: ,, ,:,2., . i•, ....: ; '';..4'.-,-..:: ,._ r,N. /.. )‘- -T ::-. ,', - ... -..,.*;'',,, . .. ,,,,,, ,,,,_.,,,,, 1 . ' 'i.--...,'',-7,., :f.'':"--4',..,..5:;..,-.I..,'Y..!, ,',,e. /....;-,:ir .,„...1--,-.,..•,-,,, • ../,.- ,-,-;„...•.- ..' . . ...,.:,..,.:..,..,T,,::7..;,, -, ,-- -,•...: ,-, •-.,,-=‘''.,tkr.,-- y, . Yei-..:,,7 -11..---,- \'',.._‘?'i.',/' . {.. '-,._''.,.. , ' - .,,,' .- r• :10.1'). '-' ''..;,. . "No.: ...'„. • ..,. ...':;r''',,4,4 ,•!;,,41' .,, '., %..,,ki.:-..7r ,_ .. .,/_. _I- ,.., ,:-. • .• .,.'A,:-_:. .•, , ,,,.....;" -,:p:' :. •'',,,,..,*'?!.....7,-,,..'-i„:1,r:.• ,■','..\q.a.LQ• s, • ?.- : " ,'"4. ' - . "I .. - ' '- — ,; ')':!.' C''.1•,:•..:i'I,s..'-',..,.-- .ii-'. -...A''-;:' ,.'i ,:,'•'.; \,'..',It•-•'•'''‘'.::?,,'-.-' i, • k:, • • . ,. .,:. f-r, ,,>:..--,. •••:-.":;":,.:;.:..-.,::. ',„".:•.;,.....,1-,:' :1;4'., ' . / 1 . i 1L i,'i .„ h ,, .• ,-, , " ',., ' ''''." ,"4",!'.‘,;4". • ,.',-""-1, .i.•% '• , ., .-- , „ k ,. .. .r,...1.•,- ,7. ,,, r....____...._.......-----'----- , '- . . .s ' ' ''',7.,',,t,■.f-, '.,/.$,,lp,..!. .7' . I , -- • •i - ..,:.-.• ' ''. -,.:' ' "..., -• ' ''".'* '4'w";lik, * • ;.-. : - '''' : ,. '' - . .. . , i. -: = . -:: --:,,.. -.` , 4". ';: : - ' `; *:," ..,t''''. • . •"'". - .- -- ' . ...---. . ‘-... '-' •-• .. ' • .. ..'' / - •.: 7,' .''.:'•,, • 1.0r".../. :''' .-''.7.! tii'',....;(',.77'-';'/:;',,'.:,.`..V•'.,;,-4,;-!'..,' -,0- ' ,........."'".°"."'..- 40° ..,.7 • 7 ' -,, ,,■-:.'7-.; --' '4f . 4,i' .,-- . -•".' '''..'z' ' •'' ,-,'',77''U'':'• :' •‘4,:. %•'''‘•..' ; '.•:.'S i /, '..";."-'''- ' '•.;. .. . •'''. 1 '..;.:4' L s-1 ' .'• .- ,',.. - . , .. 11 17 • . -.1-, ._-.-' . -'-s" .z. - ••..',..i) "' ,....1`.4."`,....i", ' ,- - .".. .•- ''. . . , , , 6 • ' . , • i. ..1. •. . ... , t 4 il 1 ' ' t .. , . . . ' i _ 1 . ":'11' '14 • ''' "...4• 1 ' . I 1 , .. - ' ,. _,-• • - % • .1, - '" ''.., "'i-. :'. . . •• .ON% ' ' '- ' - .. • ,,, - '', "1"''/'' *rtit -'''.. ''•4 '' ' 'I ''•-; ' . .• . " , ; ' ,` ' N' • , . 4„...,, ■".- ''.*•";: .1:t;'..'''',•1".4' ' ' . P';-' - `'• ..1; ' • 1 0 , g , • _ ... , .. . i'l • ."- „.- , .4_; ,-- , ,''' ::;'-'1: ':i;,' ..4"::' .. ' . ., ..: • I. ,.•7'pi,`,--,.. 4,...--- .7 ,7 , - 7. - $ • li. 1 4 • / ' 4 s 0 ...tAtik liiiim , . ,...„ -,,,,,,...iii ....1.„ . .., .• ; . I . ., • ,_ ., ‘.. •oste. .. . ' .'•• ,.i,•.:. .,e4z‘N.. \ . " • „LO s4'..','' °' h‘" / - '' - ' 4 . ' ,, i • dvity4k.,-JP'. , . , - \A-,, irr.= II ,, •' , ,. . i '- ,'- . , . x - Dia r. -----;;-./.t .4 ;,...,1, ''''' • , ',.:. ',,, • - , - i\('• .'llik._,./47,.;:.,'.:: ;„I'1.7.)., I ., . . ', , . ,...,-. .' ,i '..,, , .,., _ , , _. ._ . ........ . • . , 1-.. . ....41.,ti,.. .:.,, . , : . ,•4_,,,,.,..,..,.......„,_;,,:. 1 ,... , 1\ -A.e.v., • "mg • . . .i. , 3 1 ..., . ,. - .,:;., , • t- -ININEE----;-- -- Irlf-fr,„ •:-,..:- . ; ' 11 i' ■ . • .1 •.. , / i .4; 'i■; - ![\!..:\ • 1 — , ., ' ” . • • - r '''I'.1, .;\ 's■ . ''.\, • . . / \I.‘ 4, .. . , ...:. 4 • . •• I .. . , \ I. A- ', • .■• V • • ' ' ' 1",\ - - , • '- - ''''•‘. \ / , : 7. / . • .. ' -' - " -. f, , !.I"17' -I . • ,liwito,-• :::.1.4, . _:- .......„, _ . .• ,, , , ,' I" !!":... " - ' \\,!.;_ :. ....!! .rakk! ---# ••:.. . . , - .4 --C----X I 7-/A76-7' d-e_c_ --,... ____. —.ow Afr--------. .,----5,4.2„ear,00neam:-.17,14,---.0A--..a. 1....::..:4..7"- .....„,,,,din.i. -.or N.-•_ ---•._!..,_.... /V0/ T/11 S 1.a e_ ff /--L)K . C� 7 X ... i i.';.".•' 1 A i.' tali Viklitii;Q:4134 V:',,,,,;,.„,', ' •'f ' Y r k valik 4, _ �,r �14 ,r ' as ti,.-.1p-..w�yr Ai��{ ►A '• *. fit t. �ai'� I Al��' . R �;; . • ` +� e; is r' c �^} /.. .1.: sa '1 n � 'ryY! a t �'. . /, e t "rte ,.. _ y ,, is }. 1 rki rz IF , . .,„_,_ .?,...e,..:. -,-.414,-;!,'—, --;.. ' ,?.,. .,, ..t,..:. ..:, , . 4.4.4...- ;, .. :-. . ., , .., e . , e,, ,,,.. —;. -,,- .,,,.. , .. . ., . , ,,._ . r y < � t d7 ' .., a rl .Y ;` .A ' : ,fir' q :;a .� °;:::.',)' ';.'' E+. . 1 M. f. . . 1L. MA ` 5:* ; -.'''::+;< "7 �t�) '' , 1/4: tijiviili f +Y '� + 1 ,"' 6�' L' \. g. fir .∎.7 / 1, 111 .,./'...:-. .,, i ( , i 1‘. ' k '.P to 1.....,,,J`. a `� J v : ,I 1 - ' ' -z-,,,-.-.,. „&H. , ........ e)</Ste'/ G' d ee K. cc,�-,4 / 03/ZD/ZU013 1U:DU OU API —USUU rAAUL/P1 PALM b ur tsiVQ114\‘' WAYNE FRANZEN 0.4 ‘`\ ORDER NO.: 55487 #10 FENT ST 4/.'0 ',new .k• ITEM: 1 TYBEE IS,GA 31328 - A e, (10", rAFAEIA I sd 403 MONOLITHIC SLAB ON GRAD40,25m8 — . IP.0 SECT R AND SSTD 1099 S1P't" TABLE A NzilDMU4,1 ,,F10 -1 50„.1..,N7 IG Floor Plan WITH 2#8 REEL JAW M • ANCHOR BOLTS IFiC SECT. f1403.1 AND SSTD 10-09 SECT. 303 U100-1 BOLTS SHALL SE 10 INCHES LONG, EA INCH uo„ IN DIAMETER VIIIHAY,3 !i'A‘i CH viikSH vz Vg INCH 'fl-th,:.14. A iliEi Ji WONIal WITHIN 12 51,,,',W6ES OF CORNERS AND 10 TO 48 INCHES ON CENTER. P100-2 110042 FOOTINGS iRC SECT. R403 AND SSTD 10- 1 SECT. 303. 19Z 14 NIMUM FOOTING 20 MCHES WIDE BY 10 INCHES THICK WITH TWO O. b REBAR, 000_3 THE BOTTOW OF THE FOOTING UST BE 0mA, A MINIMUM' OF.141"INCIIES BEIM FINAL GRADE if t=1 1100-4 11011-ta . 1106-6 II 000-6 1r MOD4 -uowi 11 raoli-9 _ zar Dimensions Attachment Height: 120" Front Wall Height: 100° Front Wan Width: 240" Left Wall Width: 192" Right Wall Width: 192" Front Wall Roof Overhang: 12" Left Wall Roof Overhang: 12" Right Wall Roof Overhang: 12 PAGE: 1 of 1 )/GJ!LUUO iv:3U:OU AM —025U1.3 rtAI:UI1 ORDER MO.: 55487 ,DYNE FRANZEN ITEM: 1 #10 FENT ST 03/25/08 1 TYBEE IS,GA 31328 069 1, Right Wall A51,sLTLCI_________TOreiR913C_110:11A011TBli:TECIROcIAPot:E'\171,14:1:0,7:nivii 0E0N 42W X 1&.1382H 48w X 20.4128H 48W X 24.6865H • .. r 381AV X 32131158H • 1 i e 42W X SOH 48NSt X 60H 48W A 6 H 7 UN UF USA UF U!4 OF UA M WI IN SWING I I ( 1 4suv x zaH 42W X 24H -46W X 24H O SOLID 24H FACOULE 1 s p SOLID BELOW 4 SOLID BELOtt V MODULE 10 MODULE 11 MODULE 12 •I P I Dimensio fa Attachment Height: 120" Front Wall Height: 100 Right Wall Width: 192" Right Base Wall Height: 0 " Right Wall Roof Overhang: 12" Right Foam Width: 6.000 " PAGE: 1 of 1 ., ur 9_,EtiolosmiN_TDsmoN VSIr' u rf0A3kit4 °011:74:114: 148::Cr Wrril 73M _urojv _ - Arl .1.W./* 11...014uvo tk'itle ff4447°4 15, 0:t #Ao fel°S;p31328 ttti' z‘c,X\ SVID CO -''rotor:17"PAM", Mamf rifOIS' 74( 46'&(5(‘ - ''' ' :' '44‘‘).`' \I r ‘1■I a AND 97-4„.'" (a COD,,-- n,c, - ,ND Two j1;!.. . 1171\ \ C Illg;; ;.■"1'-‘ liiiiii..... ".1 1.11°.r \e a" 06\11 k\ \ ‘ 1 604 V.---- cli to t\it:10..„0__vg__ \71:_i_ ,.....................3ttr„.0,1 \ \ __,..... .........- --- __ _.,,......„,........... o_ Ili \\\ \ \ conmensions f r o r 1 t.: I1 Xf°17:071 trrlUe714:et 410111 tit 1 tcittil'2: ) Oi pitios: I Ot 1 !GJI 44.11.10 1U:i. .1:Uu Iu' "vvvv a n. la o AYNE FRANZEN ORDER NO.; 55487 #10 FENT ST at ��i'tex ITEM: 1-TYBEE IS,GA 31328 �� a �� e 03/25/08 ALL CONSTRUCTION MUST COMPLY WITH THE Left Wall SSTO ,c)—11__AND THE iriC ONE AND TWO Fj� �1WE:LL1NG CODE ° EDITION L a`se fC�l�1 l 4d �A . AND STATE OF GEORGIA AMENDMENTS 48W X 28.8603H 48W X 24.6885H 48LN X 20.4128H 42W k 16.1392H ✓ -� ✓ 's I r ti ` 'fir I I I 48W X eau 48W X 60H 48W 71 soli 42W k BQH F UN OF UN UF- UN OF F I I I I —� / ./ J/ 7 •:4 7551:4,*---:•:-.%:::-.•.•-• 4EW X 24*1 40W X 24H 4ZW X Z4H i4:3i3LtD BELOW:: :': ' a SOLID BELOW 8 SOLID BELOW U SOLID BELOW . rMetkiLa]:•:•:•};}:•?:{ ,.•• �,■ MOOLIS.E 4 Dimensions Attachment Height: 120" Front Wall Height: 100" Left Wail Width: 192" Left Wall Roof Overhang: 12" Left Foam Width:2.875" PAGE: 1 of 1 (--- ALL CCSTRUC` CN MUST COMPLY WITTHTHE Chatham County THE I'M proved Set of Plans Must SSTC� b `ti AND ,HE IRC ONE AND TWO Remain on Job Site at All Time`£ FAMILY DWELLING CODE EDITION REVIEW FOR CODE COMPLIANCE AND STATE OF GEORGIA AMENDMENTS Every effort has been made to identify , __ code violations, no oversight by the -AB _C v v \ _!l,� --) reviewer shall be construed as authority ABBREVIATIONS FDN FOUNDATION SHT SHEET to violate, cancel, alter or set aside 0 DIAMETER FIG FOOTING SIM SIMILAR any applicable codes or ordinances. The SMS SHEET METAL SCREWS I AB ANCHOR BOLT GA GAGE SP SPACE (S, ED) <`',j':-.777- < I_ review and permit should not be construed. ADDL ADDITIONAL GALV GALVANIZED SPEC SPECIFICATION, SPECIFIED p I _ i- ; \„.) :__,L_ ALUM ALUMINUM SQ SQUARE ` a) as a warranty or guarantee.. ANCH ANCHOR HGT HEIGHT SST STAINLESS STEEL U .- LC) k i i APPROX APPROXIMATELY) STAG STAGGERED A�\`+ J W ;.I V l R L 4. INFO INFORMATION STD STANDARD _I _Nkl Reviewed By Data ‘-3k)-476 BAL BALANCE MFR MANUFACTURER STL STEEL STIFFENER �► v 1-- z Z (!) BLDG BUILDING G— 1 COVER SHEET ' BM BEAM MIN MINIMUM STRUC STRUCTURE (S, URAL) 6%9 „� \ L - N CV B.O. BOTTOM OF SYM SYMMETRICAL • \w W BOT BOTTOM NA NOT ALLOWED ,~ m r I W CO 00 G—2 G E\E RAC \0T E S NR NOT REQUIRED T&B TOP AND BOTTOM �,I z Z J C/C CENTER TO CENTER NTS NOT TO SCALE THD THREADED /4.0 i9 N ,i '` H J co LR P— 1 LR P ROOF PLANS A\ C O M P O\E\T S CL CENTERLINE THK THICK (NESS) 0 0,1. ��� z W = COL COLUMN OC ON CENTER T.O. TOP OF r CONC CONCRETE OD OUTSIDE DIA TYP TYPICAL `. w w LR LRP SECTIO\S A\ DETAILS N Q z L OH OVERHANG CONT CONTINUOUS OPNG(S) OPENING(S) UON UNLESS OTHERWISE Q O L R P—3 L R P TABLES I CTR CENTER (ED) OPP OPPOSITE NOTED +r\ W DET DETAIL OPT OPTION (AL) VERT VERTICAL 16''''•••• LR P—4 LR P TABLES II DF DOUG FIR PLOJ PROJECTION W/ WITH W/O WITHOUT LR P—5 L R P TABLES III RAD RADIUS wE�DTSCREW DWG(S) DRAWING(5) REF REFERENCE / REFER ws EA EACH GR— 1 GR ROOF PLANS A\I E L EVAT I O\S EMBED EMBEDMENT REIN~ REINFORCE (D, IHG) EQ EQUAL (LY) REQD REQUIRED G R—2 GR S ECTI 0\S A\ D DETAILS ES EACH SIDE REV REVISION ESP EXPANSION J EXST EXISTING GR-3 GR SECTI0\S w Z W GR-4 GR TABLES 1 co GR-5 GR TABLES II - ;_ U CD GR-6 GR TABLES III RI r, c -f I0 Dr. AII_. f ;t,v'I'3 .'Nir r ST Iv — O GR-7 GR COMPO\ E\TS < E30- 1 E\CLOSURE PLA\S z 0 DETAIL LETTER CD —SECn°" NDMBER E30-2 E\CLOSURE SECTIO\S A\3 DI-JAILS _ -' S-2 .. 7--------_.SHEET WHERE SECTION LLI E30-3 ENCLOSURE DETAILS ISDRAWN.IFDASHED, W �--SHEET WHERE SECTION DETAIL IS DRAWN ON IS DRAWN. CURRENT SHEET a J E 3 0— 4 ENCLOSURE TABLES I t IF DASHED, SECTION IS DRAWN ON CURRENT SHEET CC E30—5 E\CLOSURE TABLES H z z E30— 6 E\CLOSURE TA B L-S III SECTION NUMBER , DETAIL LETTER : w z C� o \/ 3/8"=1'-0" S-2\ 3/B"=1 0" S-2 I=— E 3 0—7 E\CLOSURE TABLES IV SHEET WHERE SECTION IS SHEET WHERE DETAIL IS U TAKEN FROM. TAKEN FROM. N CO E30—8 ENCLOSURE C O N P O\E\T S F DASHED, SECTION IS TAKEN IF DASHED, DETAIL IS L1_ FROM THE CURRENT SHEET TAKEN ON CURRENT SHEET W 1 Z Q I a i o U o Esc._ ‘ . NI ar -ro Be C., SKEET ,. ' 4.... 40--• l yiN 44 __....... , . a, G-1... . . iiii lik 4 GENERAL NOTES AND SPECIFICATIONS I DESIGN CODE&LOADS III ROOF SYSTEM VI WINDOWS 1. THE ROOF PANELS SHALL BE AS DEFINED WAN THIS DRAWING PACKAGE AND 1. ALL GLAZING SHALL CONFORM TO THE REQUIRMENTS OF CHAPTER 24 OF THE 1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN. CODE. BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE FOLLOWING CODES: 2. UON,MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24". 2. GLAZING FOR GLASS ROOF SHALL BE EITHER INSULATED WITH 1/8"THICK FULLY TEMPERED GLASS ON THE TOP&BOTTOM OR 3/16'THICK FULLY TEMPERED a. APPENDIX CHAPTER 31 OF THE 1997 UNIFORM BUILDING CODE(UBC), 3. FOR COVERS W/O AN ENCLOSURE,ROOF PANELS SHALL BE SUPPORTED BY A GLASS. b. APPENDIX CHAPTER I OF THE 2006 INTERNATIONAL BUILDING CODE(IBC), BEAM,POST&FOOTING SYSTEM SUITABLE FOR THE PROPOSED APPLICATION. c. APPENDIX CHAPTER H OF THE 2006 INTERNATIONAL RESIDENTIAL CODE THE BEAM,POST&FOOTING SYSTEM SHALL BE PROVIDED W/ENGINEERING 3. WHERE APPROVED BY THE BUILDING OFFICIAL WINDOWS AND DOORS MAY BE 0 (IRC), SIGNED&SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCAL AAMA APPROVED WITH A RATING CONSISTENT WITH THE REQUIRED DESIGN WIND Ol d. SUNROOM REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE(FBC)- JURISDICTION OR DEFINED WITHIN A VALID ICC-ES EVALUATION REPORT.A COPY PRESSURE.IN LIEW OF MATERIALS USED FOR OPEN AREAS AS DEFINED IN t U W N EXCLUDING BROWARD&DADE COUNTIES. OF SAID REPORT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL @ THE TIME OF '�� J 01 GENERAL NOTE 1.3, � �- e. ICC-ES REPORT NUMBERS:PFC-1968 AND ER 4383P PERMIT APPLICATION. � �\U D I f. 2007 CALIFORNIA BUILDING CODE(CBC) �. Z (� N kz2 4. SPECIAL ENGINEERING REQUIRED FOR ATTACHMENT TO"SINGLE COAT STUCCO //'' p� y e� 4�jr1 H Z 2 2. ALL REQUIREMENTS OF THE APPLICABLE ABOVE REFERENCED CODE SHALL BE SYSTEMS. '4'. A.w. quart 7 A} s To E. C �7E - (9, ~1�� I ^ N MET BY THE CONTRACTOR OF EACH ENCLOSURE SYSTEM CONSTRUCTED USING b *+ •. �. C� w W a r�.-. rD Pte. SEcti 01�( X 30 f. _ _ w w tr co 0o THE DETAILS AND REQUIREMENTS PRESENTED WITHIN THIS PACKAGE. 2• E= ^� Z Z c d- 0000 IV WALL SYSTEMS p t p �, t � H _ v 1�'Ssto tK�. c�G FCtFG,• 0 •�-c cc Z Q 3. SEE NOTES UNDER ITEM VI FOR ADDITIONAL INFORMATION REGARDING WINDOWS. 1. FOR COVERS W/ENCLOSURE,THE ENCLOSURE SYSTEM SHALL BE DEFINED w W = �j WITHIN THIS DRAWING PACKAGE. 4`: '!. N - U ZZ iii.`��•�:. Q � � =7 V LAMINATED ROOF PANELS D D_ II MATERIALS 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED � � FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY CHAPTER 31 OF THE 1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND TEMPER UNIFORM BUILDING CODE APPENDIX,APPENDIX I OF THE INTERNATIONAL 6063-T6,(UON). BUILDING CODE OR APPENDIX H OF THE INTERNATIONAL RESIDENTIAL CODE. 2. ALUMINUM SHALL BE PAINTED IN ACCORDANCE WITH THE REQUIREMENTS SET 2. MATERIALS: FORTH IN PART I-A,SECTION 6.6 OF THE ALUMINUM DESIGN MANUAL(2000). a. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE 3. SHEET METAL SCREWS(SMS)SHALL RETYPE AB SCREWS. REQUIREMENTS FOR 3004-H254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. 4. SHEET METAL SCREWS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN b. EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE Q CONNECTIONS.A CTIOONS. PART LATEST ALUMINUM DESIGN MANUAL FOR TAPPING SCREW REQUIREMENTS FOR 3004-H254 ALLOY AND TEMPER. THICKNESS OF SKIN CC SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. z 5. UON,EXPANSION ANCHORS SHALL BE 3/8"DIAMETER AND SHALL BE EITHER,HILTI W "KWIK BOLT II (ICC-ESR 1355),SIMPSON'TITAN HD'(ICC-ESR 1056)OR APPROVED C. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL EQUAL.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ASSOCIATED DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: 1 00 ICC-ES ESR. i. PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED Q 0 6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS,THE WOOD OF THE BY EITHER PREMIER INDUSTRIES,INC./DBA INSULFOAM OR FALCON FOAM, FI U EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.42,SUCH INC.AND APPROVED UNDER ICC ES ER-3414 OR ICC ES ER-4059, U Z AS DF. RESPECTIVELY.THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS I _ MATERIAL PER TABLE 8-A OF THE 1997 UBC. 4 O 7. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING,THE CONTRACTOR SHALL BY AN ADHESIVE DESIGNATED AS VERIFY,THROUGH NON-DESTRUCTIVE MEANS,THAT EACH SCREW HAS A MINIMUM d. THE COMPONENTS ARE BONDED TOGETHER B LJ W Fw- OF 1/2"SIDE COVER ON ALL SIDES OF THE SCREW. MONAD M-650 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM J z I- AND HAAS COMPANY,AND APPROVED UNDER ICC ES ER-5394.THE ADHESIVE LT_ 8. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY OF APPROVED AS A CLASS 2,TYPE II,STRUCTURAL ADHESIVE,UNDER ICC ES 0.49 OR GREATER. ACO5. 9. ALL NAILS AND WOOD SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD 3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL z STRENGTH: PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS W W PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION a. 8 a: Frb=100,000 psi (S)AND/OR DEFINITION(S)OUTLINED ABOVE. O b. 12 d Frb=80,000 psi Q 4. THE MAXIMUM ALLOWABLE SPAN,FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED G. 14 d' F,.b=70,000 psi THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. D Q d. 16 d` Frb=70,000 psi EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN Z 0 L1� D e. 18 d Fib Z=60,000 psi TABLE IS NOT PERMITTED. z 0 f. 20 d` Frb=60,000 psi 5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO CC Ur z 10. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE TRANSVERSE JOINTS. H 0 STAINLESS STEEL. 6. THE SUPPORT AND ATTACHMENT OF THE SUBJECT PANELS SHALL BE I --h SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR 11. UNLESS OTHERWISE NOTED,ALL STEEL IN CONTACT WITH PRESSURE TREATED STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION. m LUMBER SHALL HAVE A G185 GALVANIZED COATING. 7. METAL PANEL FASTENERS SHALL BE ALUMINUM,STAINLESS STEEL OR O = z ALUMINIZED,HOT-DIP GALVANIZED OR ELECTROGALVANIZED STEEL. _J H Q 8. FASTENERS FOR ATTACHMENT TO WALL HEADERS SHALL BE#14,SELF-TAPPING LU OC SMS,AND 1"O.D.,SEAL WASHER. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.065 INCHES RESPECTIVELY.MINIMUM LENGTH OF SCREWS SHALL BE 1"GREATER THAN THE PANEL THICKNESS. SKEET K G2 / / -ROOF WIDTH / ROOF WIDTH ,12E °"• / / ENCLOSURE WIDTH 7 12 MAX ENCLOSURE WIDTH 24o MAX NOTES: / / NOTE 2 NOTE 2 / / = NOTE 2 NOTE 2 _ 1. DIRECTION OF PANEL SPAN SHALL BE ROTATED A ' ; `: �'�;, 'r 3; 90 DEGREES PROVIDED A RIDGE BEAM WITH I-- �RPy 2 LRP-2 LRP-2 N LRP_Zs LRP-2 (7,-\. SUPPORT COLUMNS IS PROVIDED. RIDGE BEAMS AND w �\\\\�\\��\�\!\�\\\\� \����\`\ \ ^•' w ! ! - p. LN 1/4 t. 'ILRP 2 SUPPORT COLUMNS SHALL BE DESIGNED BY OTHERS. AY \\\ \ I �, SC �l I,: 2. MINIMUM DISTANCE TO FIRST INTERIOR JOINT o o ') j r '` 9- NO 4 �N SHALL BE 2 TIMES THE OVERHANG OR 3'-2" v o ?� FROM THE INTERNAL WALL SURFACE, WHICHEVER o 3 z 3 z of o • :LRP-2 IS GREATER. � a el _, �. ¢Z z I vv 3 w RIDGE-----..„1 s1M L'73 ----- v ..._.__1 T m z z i • 3 FOR INSTALLATIONS WITH RIDGE BEAM. 3 L w ¢LRP-2 N w w �'f_-_ 'LRP-2 w w o a SL ON SL DN a. No a 3 N I ' ¢a p a- NOTE 3 NOTE 3 j B- 4. FOR INSTALLATIONS WITHOUT RIDGE BEAM. ARP-2 a 3 L w _I 'T :LRP-2 0 L.1... w ( 0_ ? z zz- uuI MINIMUM SLOPE IN DIRECTION AWAY FOR EXISTING p� CC w ' TYP PANEL 3 a u a TYP PANEL STRUCTURE SHALL BE 1/4" PER FOOT. ��� 3 i p LRP-2 Z �'•% U I JOINT I ,� w SIM ! z o- JOINT ► ' J LLT CV O z Z cn cD x i � ■ 11 0 4' ` ,?,,........d I� CV M 'LRP-2 \--WALL BUMP-OUT . -- k W r, w w M�. i _ I^ _ (OPTIONAL) I I A 4n w a0• 0 o TN ENCLOSURE BELOW 1 0 u> �•1 H Z J x "1'\ l .$ ii.t. � � �i' cD z Q oY ;�` \w I SHED a �RP_..' Is � r� TYPE ! .._ �; �U 'C L3f' o .Y E 2II " GABLE 'COO ;�'�. - s . J U z ROOF PLANS Q 1/4' = 1'-0' 12" MAX SIDE O.H. / / O.H. cL POST & BEAM COVER STRUCTURE 12" MAX OPTIONAL p ROOF PANEL SUPPORT -- - FILLER PANEL 12 OH /-� -ROOF PANELS 1 it I ROOF PANEL--\ a 1/2" MIN / ` 1 is d1 i. iIfT �x.r 3 -.: Oo � O Z i l i _ 3 1 ' N l 1-t 's [ I --mot_.... : ........_..}.._..._....... ........_..._......_......_....._...... ..... 0 FILLER I 1 STANDARD NON-BEARING Q 1- FILLER \_ PANEL z MULLION SPACING NOTE: U d- PANEL Z SEE GENERAL NOTES a OPTIONAL DOOR FOR REQUIRED OPEN Y SEE ENCLOSURE TABLES FOR E 5 _. SHED:: '} 1'? J:' AREA, (TYP) Y TYPE I I ._ CABLE' ROOF`..�_ WALL HT LIMITATIONS. Y['I I i.�L [,f }Lr Li W Lei COVER ONLY z o FRONT ELEVATI❑N FRONT ELEVATI❑N SIDE ELEVATI❑N z 3/16' = I'-0' 3/16' = 1'-0' 3/16' = 1'-0' z vl W w_ 2.346 t/ 0.258 / 2.230 / ' 0.370 / 4.640 / - 2.135 0.315 F-- 1.000 1.000 / ,i' \ 0.300 /i 2.600 / 1.740-/ 1.500 1' 1/7 Q LL 1 1 ;I W QC .088 O STD HR 11 .066 O sro HR f 111 -_„_, - z \ - 'i g .090 O HD HR ;l .102 O HD HR y=,j _.,-,�.-T Ir .. ,;, z i[ o ,„ j i 1=0.075 UON 3.375 O 3" F=- 0 1 5.431 O 4" PANEL 4 4,375 O 4" j� 1=0.080 3.990 t=0.09 UON 3.2so a 3" � 6063-TS 3.240 t=0.070 U0N � 4.810 0 4"PANEL 1=0.075 UON .� 7.431 O 6"PANEL 6063-T5 4.25 O 4" 6.375 O 6" ii 5,810 0 6"PANEL 6063-T6 ( U }. 6063-T6 11 6063-T6 IL I: 6.25 0 6" � m r" j LL A .088 O STD HR `I ! ...__......__.__._.....__it.iI .100 O HD HR t _______ \ _..__.._..._.._.__.__.... .700 J Zi D f- I1....,.__. 't; \ 058 ® sro HR f W I _. .1020 HO HR ( l CZ 0.450 1.041 .080 O STD HR jj v ' .100 O HD HR ! °"' '� / 2.450 / 2.125 ,�2 125 / 3.190 1.450 /-1.500 SHEET.OBO O STD HR 3" HANGING RAIL 4" HANGING RAIL (HR) 6" HANGING RAIL (HR) .100 O HO HR FASCIA GUTTER DETAIL / , . , DETAIL DETAIL / . , DETAIL ;: ,x DETAIL ,._ , t .a G'_ / K 488 t , 1598; ( `5;�1- ) 5.: :3" HALF HALF HALF HALF ; , / HALF �_ .-9, { LRP.(. 5 8 ) 6' (-- ---...\\ SEE PANEL SPAN TABLES ROOF PANEL FOR FASTENER REQUIREMENTS #8 SMS @24" c/c LEDGER FASTENER TO TOP & BOTTOM STUD #12 x 2-1/2" LAG *Ili _ ROOF PANEL SEE PANEL SCREWS ® 16" O.C. 0 Winal#8 SMS X24" c c SPAN TABLES �— # / ���•— CONT (5596 ) FOR FASTENER x ( 5501 ) �. / • in TOP AND BOTTOM r= �-''''4`►1.•ps 4 FACIA }Iiti i•Pii❖.•O�O'ii�•i "(15988) �•.❖�•�i��•�•iDO.•.0 ;:;;:;;:i�iO4O�idi�.��i•Oi�i i OR ii4. �ii•C _ titji!iiIIIj1t ;�+i"sCONT .♦ �.0 ♦♦ 1 ��O�*4 ♦4.7iA.w........`.a+....• ROOF PANEL N'+♦♦ +♦ X 1 ORM GUTTER ( 5597 ) �.+O•�i�i•+O // �i•�3•i i z N ♦ I / �•♦FACA 5596 �I/ a 6 ADDL O.4:*1i♦ ♦i( ) �. a .�,},....00... S �= w w G' 00 CO• (15988) WALL HEADER • 1.P.•.II 3 ♦.•... .�' '—.. �� ir' I Z d o0 +�••♦♦♦� �++❖••+•�i N i �+ OR SEE �D000..•� (5594 FOO TNOTES +�••••� ° • i•�� TABLES FOR 'I ■ l�3' 'i ° Z Q �OOOOOi� N �iiiii•, LIMITATIONS �+ GUTTER ( 5597 ) ON PANEL ■•• • #8 SMS 6" O.C. ROOF PANEL �r F \z W • , '•� ° w �• • ► ROOF EXIST ROOF EXIST / \ _ SPAN TABLES c� 0 SYSTEM STRUCTURE SYSTEM STRUCTURE \�ek�/ N Q Z FOR w VI 1..1 7111k v \`; Q ,- 0 O LIMITATIONS w w FRONT OVERHANG INTERIOR w SIDE OVERHANG INTERIOR MWFRS 1 I NOTE: 12" MAX 12" MAX WALL TOP ;BOTTOM SEE SEC 3/- & A/- PRESSURE . FOR BALANCE OF INFORMATION. •<15 -- 1____F 12-- NOTE: GUTTER AND FACIA SHALL ;........__.-<30.............._ 6 6........._......_......................... BE CONT © BEARING WALLS FOR 6 3 RIDGE BEAM ROOF SYSTEMS . ..;€i�17 \d At \i'-.1,-:( 'i:'�j�� �i R ::.1..i _ ..'.AC > i. ems:_' :.� SECTION i SECTION 2 SECTION (RP-)3SECTION e w NTS LRP-1 NTS LRP-1 NTS NTS Z w 0 I CO Q JOINT FASTENER #8 SMS ® 12" OC I (7 / U Z \ CC O W tii I / x S ALUMINUM SUBSTRATE W I- \ _ zQ ROOF / m °<,, p PANEL 11 j •• m ° 1 , z i x x Cl)s u-) W lc,3 - ADDL < Z < z N EXPANDED (Y J #8 SMS, T&B / M`, a POLYSTYRENE \ ° V~j Q - V — 't� N� `� „Do ° ° ° p Q ? - \ y -S W CC ...__.:........... z Z 0 n NOTE: Ct W EXIT ENCLOSURE STRUCTURE SEE SEC 3/- FOR I O--) BALANCE OF INFORMATION. I � YP -)AN "NT o CO DETAIL A DETAIL B La Z 1" = 1'-0" LRP-1 3'=1'-0' LRP-1 Q I Q o U o SKEET .,,,„..,.. LRPI-2 ("-- ---- STEP I-DEFINE DESIGN PARAMETERS STEP II-(CONTINUED) A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS B. DEFINE GOVERNING DESIGN CODE—SELECT ONE UBC Wind Loads 1. UNIFORM BUILDING CODE(UBC) Exposure Component Direction of Basic Wind Speedl'1(MPH) Load 70 80 90 100 110 120 130 2. INTERNATIONAL BUILDING CODE(IBC) Iz1 B,C or D Roof System Upward 10 13 15 19 23 27 32 3. INTERNATIONAL RESIDENTIAL CODE(IRC) Downward 0 0 0 0 0 0 0 4. FLORIDA BUILDING CODE(FBC) 5. CALIFORNIA BUILDING CODE(CBC) IBC,IRC,CBC and ASCE 7-02 Wind Loads 0, C. DEFINE BASIC WIND SPEED(MPH)—SELECT ONE Direction of Basic Wind Soeed(MP O Exposure Component u7 GOVERNING Load 85 90 100 110 120 130 140 150 J W N JURISDICTION BASIC WIND SPEED(MPH) _��A J F. rn Upward 17 19 23 25 29 34 40 46 B Roof System �� cv Z IBC, IRC, CBC 85 90 100 11 D 120 130 140 150 Downward 9 10 12 13 15 18 21 24 1:.► 1 1 i� z CD D& FBC Upward 20 23 28 30 35 42 48 55 �`C Roof System Downward 10 12 14 15 18 21 25 29 S w w O r UBC 70 75 80 90 100 110 120 130 Upward 24 27 34 36 43 51 59 67 _ — w w CD Roof System 4 .�.\ _ z Z d o0 1. IIBC, IRC, CBC & FBC WIND SPEED ARE FOR 3-SEC GUST SPEED Downward 13 14 17 19 22 26 30 35 :ir. Jo i ,i— z t_ _j _E-I 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED r '\\z W = (1) FASTEST MILE WIND SPEED � \ D. DEFINE"BASIC"DESIGN ROOF LOAD (2) UPLIFT PRESSURES MAY BE REDUCED BY 25 PERCENT FOR ENCLOSURES b7."--%.^::F�\w IV .— Q Z LESS THAN OR EQUAL TO 10 FEET t=oy // —I •— U_ O 1. ROOF LIVE LOAD—SELECT ONE (3) 3-SECOND GUST SPEED � f�! Q r ~ _ a. 10 PSF b. 20 PSF F. DETERMINE APPLIED DOWNWARD ROOF LOAD: \ 2. ROOF SNOW LOAD—SELECT ONE 1. LOCATED APPROPRIATE TABLE FOR ROOF DEAD LOAD(DL). USE DL=2 PSF FOR COVERS WITHOUT ROOFING. a. 0 PSF USE DL=12 PSF FOR COVERS WITH UP TO 10 PSF ROOFING. b. 10 PSF 2. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE. c. 20 PSF 3. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. d. 30 PSF 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW e. 40 PSF AND COLUMN IS THE'APPLIED DOWNWARD ROOF PRESSURE". Q 5. REPEAT FOR BOTH LIVE&SNOW LOADS.THE MAX.APPLIED ROOF Ch W f. 50 PSF LOAD FOR BOTH CASES IS THE'APPLIED ROOF LOAD"USED IN Z g. 55 PSF DESIGN. W CT E. DEFINE EXPOSURE CATEGORY—SELECT ONE EXAMPLE I GIVEN: Q o 1. EXPOSURE B I 0 d- LL=10 PSF i- 2. EXPOSURE C CD z SL=20 PSF 3. EXPOSURE D CY O WLDOWNWARD=10 PSF(IBC,90 MPH EXP B) W 0 NOTE,NOT REQUIRED FOR UBC JURISDICTIONS W SOLUTION: J W Q THE"APPLIED DOWNWARD ROOF LOAD"IS 22 PSF. W Z 0 STEP II-DETERMINE "APPLIED"LOADS CD z A. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE.USE Applied Downward Roof Load Applied Downward Roof Load w LLJ ASCE 7-02 FOR FBC. w Applied Roof Loads(Maximum of Live and Snow Loads)-(psf) Applied Applied Roof Loads(Maximum of Live and Snow Loads)-(psf) B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. Applied Wind Wind C. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE,COMPONENT Pressure Live Loads Snow Loads Live Loads Snow Loads w Q Pressure AND DIRECTION OF APPLIED LOAD (psf) 10 15 20 25 30 35 40 45 50 55 (psf) 10 15 20 25 30 35 40 45 50 55 O CC 0 22 27 32 37 42 47 52 57 62 67 z D. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROWS AND 0 12 17 22 27 32 37 42 47 52 57 Z C=7 COLUMN ARE THE DESIGN UPWARD&DOWNWARD WIND LOADS. 10 15 17 22 34 39 44 49 54 59 64 10 25 27 32 44 49 54 59 64 69 74 D L.d Z E. ENTER DESIGN PRESSURES BELOW 15 22 22 22 37 42 47 52 57 62 67 15 32 32 32 47 52 57 62 67 72 77 CC () O 1. ROOF LIVE LOAD(LL) 20 28 28 28 41 45 50 55 60 65 70 20 38 38 38 51 55 60 65 70 75 80 1— 2. ROOF SNOW LOAD(SL) 25 35 35 35 47 50 53 58 63 68 73 25 45 45 45 57 60 63 68 73 78 83 U 3. ROOF WIND LOAD—UPWARD(WLup) 30 41 41 41 54 56 59 62 67 72 77 30 51 51 51 64 66 69 72 77 82 87 C' m 4. ROOF WIND LOAD—DOWNWARD(WLooWN) 35 48 _ 48 48 60 _ 63 65 68 70 75 80 35 58 58 58 70 73 75 78 80 85 90 = Z 40 54 54 54 67 69 72 74 77 79 83 40 64 64 64 77 79 82 84 87 89 93 J — I z 45 61 61 61 73 76 78 81 83 86 88 45 71 71 71 83 86 88 91 93 96 98 Q I Q< 50 67 67 67 80 82 85 87 90 92 95 50 77 77 77 90 92 95 97 100 102 105 0 (_ O 55 74 _ 74 74 86 89 91 94 96 99 101 55 84 84 84 96 99 101 104 106 109 111 60 80 80 80 93 95 98 100 103 105 108 60 90 90 90 103 105 108 110 113 115 118 1. Assume Roof Dead Load of 2 psf 1. Assume Roof Dead Load of 12 psf SHEET „...... LRPI-3 r ENCLOSURE WIDTH / ENCLOSURE WIDTH r RAFTER SPAN La `& /-4.-0" / 4.-0"--/-4.-0" . /-4.-0"-,.,- --4.-0" 4.-0" / / CURVED GLASS NOTE: cr ' 112- , /IL I-D GR-3 I- . - D GR3 ENCLOSURE BELOW COVER MAY BE OMITTED Ln ct t.L,cr Sim PROVIDED ADEQUATE SUPPORT FRAMING IS La(r) /... / ..Z/// /7 ./...//./ ///e1/2. La(r) / /.././././/////////. ....../IZZ/Z,Z., .Z ZZ./.,..4.././/2/...___//.././itt./././.......I. PROVIDED © FRONT EAVE. FRAMING SHALL BE La La , SIGNED & SEALED BY A PROFESSIONAL cr •' i SOLID LRP ce I I III pi STRAIGHT GLASS ENGINEER LICENSED IN THE LOCAL JURISDICTION. ■. 1 I 1,1 .„ . • • . , , 1 1 ov, I , ,--„--. . . . i i Alb, :: / -\ 1 -4, , : - • -_, 1 STRAIGHT 89 _1 I I 0 7-2- III ii I ( 4,....._). . , i 1 0 00. -,- i GR-2 i i 1 : z 0 . GLASS o z , I I GR-2 11 : I I ,___ w - z 0 i i i FRONT BEARING ' I I I i . : s'-- ,F- , i 1 i • - 1, ,-END WALL ()I- I k WALL , : • ■ i -1', I - 0 o o I •-,--,i---..---it,---1 ! 47.6'\‘,1 . . a . . - ,-.,.., 41,-- -111 ---""" 1 i 1 1 • — ,o, , - ( , '''"---- / . Ciiii,_'.; it 11 - . '% • -d- 1 ! -2 ....■ i, 1 i 0 i l 1 0 '-- in 1 1 ......- -Aft...! 7 .:\ U.J I I I i 14-1 0.)CN __ GR-2 i ■1...._ (1.;',, 11 I 8-2,.' -.0■1 I ! : ) ( C- at.'1 I 1 II::%*‘ \% i.1,0„..:4, , : : GR-2 er i I i .1 4,,,, . 0 . STRAIGHT i o L.....:' GR-2 1 1 .,,,,,---k'---GLASS ' MI I 00 4,..r.-.5.'_`..1 . .. . ci 1 i -Ai's' 1 • 4t. z I 1 0 1 GR-2 1 j 04 i I /.. 1 0 - . RAFTER I: W GRI 2 0 ■i ■ P • . I i 1,/—CURVED - STIFFENERS • H , • it II 11 ' : • d 1111 \ 1 i _LI 0 Ix ' ilj - ' 1 0 1 k 0 1 i 1 1 in--1-----g-71 GLASS A L . -1.- ‘.1„ END WALL 41.-4- 1 FRONT / CURVED GLASS 1 GR-2 i RAFTER STIFFENERS BEARING WALL 4( ,-, 0 rei-1, ..; . -'..... ..z Lu = •• 1 \ \___\._ ROOF 1 4 RAFTER RAFTER •SOLID LRP 4- END WALL—' RAFTERS SPACING FRONT ' SPACING IP■001001t1 --I . 0 0 BEARING WALL NOTE: CURVED EAVE SHOWN NOTE: CURVED EAVE SHOWN ''''`,..N■41.‘■ < -- R- = RIDGE BEAM END WALL STRAIGHT EAVE SIMILAR STRAIGHT EAVE SIMILAR ROOF RAFTERS ‘., TYPE f. - SHED ROOF TYPE - PABI...E REIF ROOF PLANS 1/4' GLASS EXIST CURVED EXIST COVER STRUCTURE GLASS STRUCTURE _1 (7'G:' IJJ 1 — Z RAFTER SPAN 4(7" I Lu C SEE ALLOWABLE CURVED ROOF RAFTER 12 1 GR12 ./- / (5 12 I 00 I RAFTER SPAN TABLE GLASS 3/8"MIN.I 1 . ROOF RAFTER 3/8"MIN.I -7t 0, 0 0 0 0 0 0 0 0 & ° ' . .. , C_) Z w .. . . ... . _. • Li! . . . . D 15"INSIDE 1 : D < • . ,-, U)2 :•' , . , RADIUS . . :. . - :' 2 0 in ..• • ::,. . . , < • ' - . :. _IF. ET_ Z a ',.' 1 ,:' ,: „ .. . . : .. . . N Z>- Z LLI U) • . .. .: < • . . Ill CO 0 z- • • . • 2 Ei' ' . , . ., , • ' : . . . . .. .. .. iii . • • . .. .•, . : ,. II : ... . , .;•.;', . . . . . . , • .•,1 ,,,,,, .:: . .•' . . . . . . . . . . • . . , N ' I 11 1 f , I III 11 I , 1 II 1 = • ' 1 ,1 I , I I u I H I Z LLI — Z D ''X"BRACE OPTION L_ LT_1 Li_i MULLION SPACING SEE E30 DRAWINGS / I 1,1 I I u 12 0 Z L J\ i 0 48"OC MAX PLACE ON END EMBEDDED POST OPTION EMBEDDED POST OPTION WALL FOR GABLE (TYP @ EA CORNER) (TYP @ EA CORNER) I D ROOF OPTION CC 07 Nora 1 Z LJ I- L "X" BRACE OR EMBED POST BRACE OPTION SHALL _J BE USED WI ALL GLASS ROOF SYSTEMS. < I < LU X 0 (._) a 2. ENCLOSURE SYSTEM SHALL BE AS DEFINED W/IN THIS DRAWING PACKAGE. STRAIGHT EAVE CUR-VED EAVE END WALL ELEVATION BEARING WALL ELEVATION END WALL ELEVATION SHEET NTS NTS GR..1. (-- ------- RAFTER CAP #12 TEK RAFTER CAP ® 12" OC #1 2 TEK (SV4403) #1 2 TEK (SV4403) 12" OC Q 12" OC RUBBER RUBBER RUBBER INSULATED RUBBER -I - "-.7 f' r. G - : ::NEA% � f. / %ii /iiiiO3; /i,/ �. I OPTIONAL OL � �! INSULA �- ; INSERGLASS ELEMENT RUBBER j •% -: ._°!'_r RAFTER llal.A I i 1 i' O „� i,.;•i�,_,J I d� fir•„/ r•���• �.• LAMINATED ! sION AN 1 w ' U rC) 1/4"0 SMS ROOF w— ' — r O �� _ �� i J 3 L 0 c� N RUBBER MULLIONS z w� �� z z (D /�. fit! I - - - n N OPTIONAL OPTIONAL w RAFTER RAFTER OPTIONAL C F- \w CC r� .-. STIFFENER STIFFENER INSERT ELEMENT w w O_ GO 00 0 _�= 1/4"O SMS ivy . ■∎ 4441 ,- CO 00 Obit��y� r z W = SECTION 1 SECTION 2 SECTION 3 g a`►:-`'•� w Q Z HALF GR-1 HALF GR-1 HALF GR-1 f`-`I Q 1 O RAFTE R-CAP - �_ r ) y_-_----- INSULATED GLASS 1 /1 . — _ -__ r 1/l i. ROOF STIFFENER CAP DOUBLE BACK DOUBLE BACK STIFFENER CAP (NOTE 1) � SEALING TAPE SEALING TAPE (NOTE 1) J 6-#14 SMS ROOF RAFTER RAFTER ( ' (TYP) (NP) ( W ( EA RAFTER ' t -' rr \ I NOTE 1 ; — �4k 1 W I! i 2-#8 SMS ' �": y INSULATED i INSULATED 1 Q O W EA RAFTER !` ____ , 1 GLASS .v. , f�_ GLASS „„„f._ 4-#14 SMS i MUNTIN (� d _ �— CONT (AL) _ _ ' ® EA RAFTER U J i 1 1/4"x2 1/4"x.060" J a #8 TEKS @ J ( 2505) RUBBER '::: Z \ _J ¢ r*V '- -•- 12' OC '.'_ -- #8 SMS CO I:_._.. U c� j` 2-#14 SMS © EA RAFTER 3 r GR-3 12" OC / \ Li] H w / i \ w / LAMINATED ROOF PANEL J W 0 0 ( 4351 ) - 2-#8 SMS © EA RAFTER o 0 4346 L3/4x3/4x0.070",J SEE LRP DRAWINGS LT. Z 0 U_ U_ 0'-2 1/2" LNG NOTE 6063-T6 RAFTER STIFFENER (3 ( 4053 ) Z 1. STIFFENER CAP SHALL BE CONTINUOUS OVER to LiJ NOTES: RAFTERS. NOTCH SCREW GROOVE FOR FLUSH w FIT CO RAFTERS. MINIMUM SECTION LENGTH 1. MAY USE 4-#1 4 FOR ROOF Sc WALL SHALL BE 8'-0". I Q WIND PRESSURES < 25 PSF. 2. SEE TABLE BELOW FOR MAX WALL HT Z Li.J D BASED ON HEADER CONNECTION. — Z CD SECTION / 5� SECTION 6 D w HALF CR-1 HALF GR-1 = 0 Max Wall Ht.based on Wall Header le'lLqC Header Rafter Applied Wall Pressure 01 Type Spacing 15 pd.') 25 pstt1l 40 psft1l 60 ps1t1) CO 4346 42"&48” 12'-0” 8'-0" 6'-8" WA ( 1 Z F3-9 I 4351 42"&48" 12'-0" 12-0" WA WA _J Q .„---- ICI Applied load shall be less than or equal to that shown W C_ 0 U 0 STR IGH7 cA.Vc DPTIDN 'CURVED CAVE D T[DN SKEET SECTION 11111 GR .2_____,HALF I ----- STEP I—DEFINE DESIGN PARAMETERS STEP H—DETERMINE "APPLIED" LOADS A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS A. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE.USE B. DEFINE GOVERNING DESIGN CODE—SELECT ONE ASCE 7-02 FOR FBC. 1. UNIFORM BUILDING CODE(UBC) B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 2. INTERNATIONAL BUILDING CODE(IBC) C. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE,COMPONENT AND DIRECTION OF APPLIED LOAD 3. INTERNATIONAL RESIDENTIAL CODE(IRC) D. ENTER DESIGN PRESSURES BELOW 4. FLORIDA BUILDING CODE(FBC) A. ROOF LIVE LOAD(LL) 5. CALIFORNIA BUILDING CODE (CBC) B. ROOF SNOW LOAD(SL) C. ROOF WIND LOAD—UPWARD(WI-up)C. DEFINE BASIC WIND SPEED(MPH)—SELECT ONE ( LLU D. ROOF WIND LOAD—DOWNWARD WLDO ) U N GOVERNING BASIC WIND SPEED(MPH) J Iw- Cn JURISDICTION i + �.� d'; —I — UBC Wind Loads IBC RC, CBC ' , I. Z C7 N 85 90 100 110 120 130 140 150 Direction of Basic Wind Speed(')(MPH) ` J;, ; / Z 2 & BC Exposure Component , ��� ~' - N UBC 70 75 80 90 100 110 120 130 Load 70 80 90 100 110 120 130 -.1 U � 7. �w W 0 � � B,C or D Roof System Upwardc2) 10 13 15 19 23 27 32 C; a' , Z Z coo Downward 0 0 0 0 0 0 0 —� 1 IBC,IRC,CBC&FBC WIND SPEEDS ARE FPR 3-SEC GUST SPEED ® l '-----i i*--;'-1 H J _ 00 lec� \ U Z Q 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED � I f\ l= w w = t' w D. DEFINE"BASIC"DESIGN ROOF LOAD IBC,IRC,CBC and ASCE 7-02 Wind Loads a�;� .V N r Q Z Direction of Basic Wind Speed{MP "� 5�. I • Q ~ O= 1. ROOF LIVE LOAD—SELECT ONE ��►ji Exposure Component f w a. 10 PSF p p Load 85 90 100 110 120 130 140 150 � �� b. 20 PSF B Roof System Upward 17 19 23 25 29 / 34 40 46 '�` Downward 9 10 12 13 15 18 21 24 2. ROOF SNOW LOAD—SELECT ONE C Roof System Upward 20 23 28 30 35 42 48 55 a. 0 PSF Downward 10 12 14 15 18 21 25 29 b. 10 PSF D Roof System Upward 24 27 34 36 43 51 * 59 67 Downward 13 14 17 19 22 � 30 35 c. 20 PSF d. 30 PSF E. DETERMINE APPLIED DOWNWARD ROOF LOAD: J e. 40 PSF 1. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE. Q CC f. 50 PSF 2. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. w Z g. 55 PSF 3. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW w 0 AND COLUMN IS THE"APPLIED DOWNWARD ROOF PRESSURE". E. DEFINE EXPOSURE CATEGORY—SELECT ONE I c0 1. EXPOSURE B a. EXAMPLE: 2. EXPOSURE C b. GIVEN: 0 Z \ i. LL=10 PSF 3. EXPOSURE D OL O ii. SL=20 PSF NOTE,NOT REQUIRED FOR UBC JURISDICTIONS w W w iii. W =10 PSF(IBC,90 MPH EXP B) _J W ~ WI-DOWNWARD= c. SOLUTION: I" z O i. THE"APPLIED DOWNWARD ROOF LOAD"IS 26 PSF. C z 0 LLJ Applied Downward Roof Load w ' J Applied Roof Loads(Maximum of Live and Snow Loads)-(psf) Q Applied Wind Pressure Live Loads Snow Loads D C Q ix (Psf) z LLJ D 10 15 20 25 30 35 40 45 50 55 Z 0 0 15 20 25 30 35 40 45 50 55 60 L.ii 10 18 20 25 37 42 47 52 57 62 67 I 0 15 25 25 25 40 45 50 55 60 65 70 20 31 31 31 44 48 53 58 63 68 73 U 25 _ 38 38 38 50 53 56 61 66 71 76 i m 30 44 44 44 57 59 62 65 70 75 80 w = Z 35 51 51 51 63 66 68 71 73 78 83 J 40 57 57 57 70 72 75 77 80 82 86 0 CC 45 64 64 64 76 79 81 84 86 89 91 50 70 70 70 83 85 88 90 93 95 98 55 77 _ 77 77 89 92 94 97 99 102 104 SHEET 60 83 83 83 96 98 101 103 106 108 111 1. Assume Roof Dead Load of 5 psf ....... GRN4K K ----- Allowable Projection Allowable Projection Applied Wind Load(MWFRS)to Applied Wind Load(MWFRS)to Front Wall Side Wall Front Wall Side Wall c Height(ft) c Height(ft) 2 s j 5 20 25 30 °- i 10 15 2Ot I 70 101 .8 4� /%�'fJ� Ot m 7.0 3.2 8. 6f ,f, 1.5 . ',::;,5�1N�%�j / � 3 Y 7.5 0 11.0 7.4 . /,,..',,e;''/0 '1% STEP VI_-DETERMINE FASTENERS FOR ATTACHMENT CHANNEL m iv _ 8.0 8.5 jio:�./%j j i7 m iu �i �i f r��ff� x r' 9.0 7.2 iii/ /� .1A %%% x `- 9.0 9.4 6.2 j y%/4%o%d O //��/,��,� ,,,, �, /„� � A A. LOCATE APPROPRIATE COLUMN FOR TYPE OF CONSTRUCTION cn 10.0 6.2 j;/ j;%j % 10.0 8.1 r,%j '%%„%rp Q MATERIAL USED FOR EXISTING STRUCTURE. 'n 12.0 '94. a'',/.'i j i % 12.0 6.2 % �/ P,Z or.0,i �` U i N%���� �� / B. LOCATE APPROPRIATE ROW FOR APPLIED ROOF LOAD. USE MAXIMUM �lJ � J rn OF UPWARD AND DOWNWARD ROOF LOADS. ' I\ C7 Allowable Projection Allowable Projection H z C. INTERSECTION OF APPROPRIATE ROW AND COLUMN INDICATES THE _ n N Applied Wind Load(MWFRS)to Applied Wind Load(MWFRS)to FASTENER REQUIREMENTS FOR CONNECTING THE ATTACHMENT RAIL N� �a \w w 0• Front Wall Side Wall Front Wall Side Wall TO THE EXISTING STRUCTURE. 4,'`i,f '' - I- W w cr co co c _ Height(ft) c _ Height(ft) ''`i z z .J `t' 2 c s f;O 15 20 25 30 c 10 125.9 10.6 7.9 6.3 ,"er °� " _ rJff u 3 7.5 17.0 11.4 8.5 6.8 �'F �� . ' r W N .- Q z 8.0 14.5 9.7 7.3 ��A�/��'/� Y %uhf �' '`�� i Q F= O= oD e i ���i.�� M m 8.0 15.6 10.4 7.8 6.2 �i�re 9.0 12.3 8.2 6.2 � �� 9.0 13.2 8.8 6.6 � �� \��L .�p�. f�Jf t� 10.0 10.6 7.1 '�� /„01 %� / /�rj� /i'../ //2..2 10.0 11.4 7.6 /f> l�// ��./j��fj 12.o 8.2 r,/3.17. °ef,';eO''e t, //,,"/y >-A, '� ;4. ,. . ', : 12.0 8.8 o / /�-/ Allowable Projection c Front Wall Applied Wind Load(MWFRS)to Side Wall 0 'Q 21 Height(ft) O '0 10 15 20 25 30 35 40 45 50 55 60 m o .c u 7.0 22.0 22.0 21.5 17.2 14.3 12.3 10.8 9.6 8.6 7.8 7.2 Q CL 3 ct 7.5 22.0 22.0 19.6 15.7 13.1 11.2 9.8 8.7 7.8 7.1 6.5 W lc m 8.0 22.0 22.0 17.9 14.4 12.0 10.3 9.0 8.0 7.2 6.5 6.0 z r 9.0 22.0 20.3 15.2 12.2 10.2 8.7 7.6 6.8 6.1 5.5 5.1 Lu E 10.0 22.0 17.5 13.1 10.5 8.7 7.5 6.6 5.8 5.2 4.8 4.4 1 co 12.0 20.1 13.4 10.1 8.0 6.7 5.7 5.0 4.5 4.0 3.7 3.4 Q II 0 d- 0 z \ CC O w LU w LiJ I-- z a CD z cn LL1 w J cn Q D Q 1-1-1 J Ct Z 1-1-1 z 0 P L.0 I 0 z 1- i D m = z J Q I Q o U o SHEET ,..__.. GR-6 K o----- RAFTER 1.800-� 2.604 i 2.604—/ X1.336 = in CAP %PI) 4.. ilt!!�� i 250 0.312 F 1.750 �� n N H 3.450 t=.10 2.418 r 6061-T6 t=.075 r_3; t=.075 j 4.807 6063 T5 2.881 z Z 0% d- co 6063 T6 T _ T 03-T5 '# 4228 0. / / 1i T t_1 L 1.737 _It 1. y ` . w N .- Q Z 3.225 0.250 0.655 C= :: 0 T 5 , o, .., Q 0.310 = i 0.720f'�' p .1`--2.125-al' ,L 2.125 0.426 / / 1.557 4-1, ....4...111r. ` !' �- Z DUAL PANE SINGLE PANE RAFTER INSERT ATTACHEMNT CHANNEL ATTACHEMNT CHANNEL RAFTER STIFFENER STIFFENER CAP DETAIL DETAIL DETAIL DETAIL DETAIL '', DETAIL HALF HALF z...l HALF HALF HALF HALF /-1.750 J Q CC t=.062 Z 1.750 a 6063-T6 Lu 1�.-.., ,. t I a0 st. a 0 0.375 i/ / 1.000 ~ C.) z \ 5 W W MUNTIN J W ~Q DETAIL z_ o HALF 0 z w W J cn Q D Q 0 W m z 0 - Z w I- 0 pz m = z J o U o SHEET GRI-1 ,,N_____. (---- ---'' w o< I-- SIDE O.H. � ROOF WIDTH rr I R 12" MAX 0 /,� ENCLOSURE WIDTH ROOF PROJECTION EXIST STRUCTURE SIDE O.H. // i NOTE 5 NON-BEARING i f 12" MAX O.H. 12" MAX WALL E30-2(TYP OF 2) 'f_ ;SIM W E3o-2 76-.. 'E30-2 FILLER PANEL °\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\ .,\\\- \\\\\\\\\\\: \\��\\\\\\\\\\ ROOF PANEL 'f,__G_} r O t� i (OPTIONAL) ROOF PANEL OPTIONAL FULL HEIGHT ___T___,,[ E30-2 0) 1 2 MIN. I Z � � FILLER PANEL I = � FILLER I / I z z ix z z O N .110111 PANEL ___ j ■ ? o a°p ONE OF THE SHORT WALLS !(\ 1 °3 o J Cr) (OPTIONAL) I r _ — _ z a ° MAY BE ENCLOSED WITH E30-2 w o v o I IT a I ° o SOLID PANELS, LIMIT 1 'o°z ° Z C7 N N F. g O AL) . Z N o 3 w .....L ._� o. o y MULLION SPACING i0 48" S o S o w¢ 0- n N s w z E30-2 !E30-2 z w p E30-2 w z o i z� �i � �z �X z� \ ¢p a oow° ono N� w W 00 00 m w W 1 Y v wo OPTIONAL FUII HEIGHT SOLID 0 3 Z Z ix A 11111.1 '�� ® � - — p WALL PANEL I v 3 ri J o0 l j ti I' E o'2(TYP OF 2)'E30-2 E30-2(TYP) W W I W SUPPORT SLAB FILLER PANEL FLLER iAL): FILLER / �,�_.. . /\�..._ I N Q Z OR DECK '` PANEL / I STANDARD BEARNG { = R-� :;(OPTIONAL) MULLION SPACING (OPTIONAL) ! ^ \ .�,_,/'` '°"'__ _______ Q O SEE GENERAL NOTES STANDARD OPTIONAL DOOR OR GENERAL NOTES OEN J OPTIONAL) D a. FOR R QUIRED OPEN NON-BEARING o-, OPTIONAL DOOR-r'-- r : / BAY WINDOW AREA, F(TYP) MULLION SPACING AREA, (TYP) 13 ' ENDE ,....{ ...:.,f t I p� 1. ��.�f,r�..;. ;; '�V i�!I;'"`1�j� WALL '._�E ,���y`;_,..�.L�J =z .% cif'f-?..-�. .:._ _. L Ilillik TYPICAL SHED STYLE ENCL❑SUREm TYP PLAN 3/16" = 1'-0" 0 3/16" = 1'-0" :9�T / ROOF PROJECTION / EXIST STRUCTURE � ' .�T��} 12" MAX 12" MAX ~' ® ` A, NOTE 5 NOTE 5 f -,/ E30-2 O.H. SIM 0•H• i SIM RIDGE BEAM SUPPORT r • NOTE 2 ■ k >d,' f r' / ROOF PANEL f �l OPTIONAL 30-2 4E3o-2 FILLER PANEL' ROOF PANEL �"a �. i 1/2 MIN. 12 �! =e . a,,,,,Adl FILLER (i I �� „,0:41r, PANEL :/ z 1 4e r i0 :2 :L:VE 2 0 z F N N z o E3o-2 z F 2. GABLE STYLE ENCLOSURES A RIDGE BEAM t- I z W z a z SUPPORT DESIGNED BY OTHER. U z \ ■.®m y% 1® ` / 3. TRANSOM/KNEEWALL MAY BE EITHER "OPEN", APPROVED w 3 QC l GLASS OR APPROVED LAMINATED SANDWICH PANEL. w W )— SUPPORT SLAB I FILLER L FILLER 3 1 i FILLER PANEL 4. FOR SL=O, MIN ROOF SLOPE MAY BE 3/8:12. L� Z O STANDARD BEARING PANEL PANEL ' OR DECK (OPTIONAL) ■ MULLION SPACING (OPTIONAL) I STANDARD NON-BEARING SEE GENERAL NOTES (OPTIONAL) MULLION SPACING �- FOR REQUIRED OPEN OPTIONAL DOOR k FOR REQUIRED NOPEN WALL TO FIRST DIROOF CPANEL SEAM.OE FACE OF ENCLOSURE Z AREA, (TYP) ELEVATION AREA, (TYP) ul LJJ E, 1 WALL -R D ) 1 ;.A L E( _Vf F( 6. OPEN AREA REQUIREMENTS SHALL BE MET REGARDLESS L!-I OF DOOR OPTIONS SHOWN ON PLAN. F J TYPICAL GABLE STYLE ENCLOSURE o CC 3/16" = 1'-0” z z D W 1 0 O I U m = z J Q I Q o U o SHEET ,..._ E3O1} ROOF \ , (-- ATTACHMENT -J 1/4"0 LAG BOLT @ 24" OC \1 ROOF PANEL- w d 2" INTO SOLID WOOD OR)o�Za ' fir:t Orb• N 3 0 V�� � e w 1/4"x2" ADHESNE ANCHORS GUTTER •:x"314 N f `t % x w o PANEL ROOF ATTACHMENT w zF INTO BRICK OR CONCRETE •'u6%Yj,• .,,�'•uF!J•i°Y•. ,L'.L� nl� J 9'. d x,Z w VI ® F� V`�V� FACIA\�a: •f e e',a + N N o o wN �C'i ► �P ! ajfi? 0 w 3 ''yy.❖:�:;2•y:* 11 FLUSH W/ M w `s' "' 'd z i r�'.' ro,,,T STRUCTURAL WALL HEADER SHALL N a / w a o :: :•'e::'v ,'. 2-#8 SMS 0 E MULLION, x o � w o z .,+:0m;.. c3 44+:44•:4+ I BE FACE MU SPACE @ 24" BEAR FIRMLY ON I-o • 5469 _,z z z w 3 +:444`::So+.:4 #8 SMS @ TOP, STUD SECTION o i BETWEEN MULLIONS (TYP) o I 2 #8 S@ AND MID <r' :+:� E MUL , t:�,:.yyy.,...�o�:.::4.:+,. a:;o e„ E FACE B o<D 1 aaa.•v4,4 •:,a� )SACE 4" **4 8469 3807 w w ,..aov,.•,.yo•.: HEADER OVERHAND BETWEEN MULLIONS mow �;v�;�; �,;�3�* 12" MAX (TYR) w N° _0 SV4394 WINDOW 0 W = CONE,_ ION A.. U SILL I� �I o 0 CV E \ � — I ii.MULLION SHALL BEAR FIRMLY ON °°z 3 SECTION 2 DETAIL A :'` � �" H (-D `�' BOTTOM TRACK PRIOR TO - !� cV• INSTALLATION OF FASTENERS 0110 3" = 1'-0" E30-1 HALF E30-1 � i,� \w w 0 .. SCREW SIZE AND SPACING TO E hit �� I 11i _ w W co 00 MATCH HEADER w CC __ r 4 4 fIi H r J '�t CO ♦:•:•:• -I■d �:4�y�i�t�,yy ii9 ii F:�jt 4 \'I' C7 ( 4349) a a o HOTS. . Au. CZ t ztp1q (S• TO lvE- '9:❖ :':::'**1 \ \\ z = : :••o : as..v FILLER PANEL i • W W W 44:4+:"♦Oyh.1 N Q Z LOCATE SPLICES 08" MIN FROM N z g b2r+TE�e� � #8 SMS ® TOP AND �� $, �y�'a� (OPTIONAL) ` _ J U O VERTICAL MULLIONS Y o [r" BOTTOM AND MID �y+yp�i �p'•���5� r�, Q I■ w f ( I� HEIGHT (TYP ES ':�'•••'"a4Of' �" '• _ EXPANSION ANCHOR, o 1.2.1•f.. � ( ES) y',.� a'•• � •�l 001 : u Ir 1 ANCHOR 2" EACH SIDE CL d'�'�'"tt∎- 1 04:4+:":0:::::%44:,a� � h�a."� OF MULLION rte 3 KC) d:;?a•S.ar 4y�? ."4.4.r9y.a ay ENCLOSURE SUPPORT SEE :.:.;;? .00:::**4 • 1oy4�o'.••$• 44• DETAIL D/E30-3 FOR FOOTING ,y4s,;y y o,.....4 • REQUIREMENTS qW,cr" ��•�,�: ,.:?,4;y� j_---FULL HEIGHT NOTE: aa.•p*:. :ypy. :J'9 ': ::::::A is CORNER SEE E/E30-3 FOR ALTERNATE .aa.•4.oa..,ama. FOOTING DETAIL. �3 1/2" 1. SPECIAL INSPECTION OR :ia �i_:;,.as aat. I 3 3/4' EMBEDMENT MIN REQUIRED FOR INSTALLATION FILLER PANEL J THAT REQUIRE A FOOTING. Q (OPTIONAL) 0' :1IA<i`: N(_i WALL.. LLI Z SECTION 1 ( : Ire„ ? . NTS E30-1 I CO ( 2020 ) -( 2019) DETAIL B Q 0 ( 4042 ) \ HALF E30-1 FI 0 ( 4041 \ (2020)-ti 12019) ( 4042 }_\\ /--(4042 ) ANCHOR U z # {1i —, .\._-..vas, L_l � `. :.r_-r t . .1i:;-r.s d^ fl d ,, •'T kak Er 0 IFICSEC 03, 1 ADSSTD10 SECT: 803 WINDOW BOLTS fi4 t y p ir 1 L WINDOW 1_WAMBOW BOLTS L i I Y .1 p t 1 JAfi ��( (,__IE 1 I� _.. B''� WITH s EF t w i 4 q_'t [51s,N 0 WINDOW] WINDOW-! / i WINDOW �I INCH THICK 1 s ;r w 4 LOCATED z JAMB , JAMB T JAMB I _._ f 3B t sW Q,'Si '�1 � A 5 g'- it k„ CORNERS � ,.tf +� t (n l V�iTHN 9 ti' 1 H .� O is 1 1 W #8 SMS #8 SMS @ 24" OC--I #8 SMS @ 24" OC J INCHES O J 24" OC /REV\ (TYP ES) /REV\ (TYP ES) /REV\ (TYP ES) 0 < OMEGA .), I CHANNEL GA . Z U"r C' i i L`� 1Ti_IT*. H x: I'lCh;r_ U i t._ Z 0 LJ (2020) \ ( 2019 ) ALL Y y� �f MUST COMPLY = zz ( 4042 (4042 ) ALL COU E RUC 9 fON MUS t COMP �' I:H THE I- —, � S _rt _ D N AND ,tfs0 U .�CC co El I _1 i i :—j 1 \--WINDOW FAMILY 3E LI t w CODE J EDITION .ct _ LA 1_ Z r.:=; -1 JAMB s h r �� -I z l_.. ... }j ;lb GTATE OF GEORGIA A iii,ND LP,,T:� w R� li cC WINDOW J 0 0 0 il • F Pt �+ JAMB C Q's:A a� r`I Mr; SECT. R403 AND SSTD 1 -9 :CT SD, #8 SMS @ 24" OC- /REV\ 4041 ) t,IU 1 OT 3 ' IN HE WiD Ga y " (TYP ES) r p �� I �Ii. Issa SHEET l,�l::__)H 'H_i1 i IL. fJ,_F,".1 a 0 IN CH THICK `tf Ij H TWO 140 S °y y eA N DETAIL c : a MUST E HALF E30-1 A MINIMUM OF It( ES BEIDN FINAL GRADE. E30'2 / ENCLOSURE (--- #3®18 EW © \ ENCLOSURE WALL Ir 3Al g SST r � CL OF SLAB ' II WOOD SCREW 3 1/2" CONCRETE SLAB NOTES: Cl EA MULLION 1 �• R Ø O IN SEE 1/E30-2 FOR SLAB '/I MIN. 3/8" PLWD. �I�'. z r, o IN GRADE REQUIREMENT. ,Y. S_� `�+ •.. • O !+ to ° U `�3�12 OC HOOK 2. SPECIAL ENGINEERING �•��.�. �' 1' �_ ® CORNERS z_! REQUIRED WHERE FOOTING • SEE OPTION 1 FOR ►'►•�� ? O `��c� U I- N , ~° ACTS AS A RETAINING WALL. ' BALANCE OF INFO EXST APPROVED DECK I -a v H 4 t0 o w (BY OTHERS) ♦4:: ce w Q N ;, 3-#3 CONT HOOK Il w N #3012 OC GI CORNERS w ALT HOOK m = FROST LINE DEFINED BY °3 FROST LINE DEFINED BY 5 NOTES: ��1F / w Z ui O_ 000 00 1 d• LOCAL JURISDICTION LOCAL JURISDICTION 1. THIS DETAIL IS TO BE USED FOR WIND UPLIFTZr, H 3 _ 00 NEW OF 2x PRESSURE < 20 psf. � ° Z Q /REV\ BLKG (2x6 \j z w = 1'-4" MIN MIN) USE PT L`1 2. THE EXISTING DECK SHALL HAVE A PERMIT FOR w N ,- Q Z DF WHERE CONSTRUCTION 0 W/ E L• •L J SDICTION. _I U 0 R •'l :Y 7-- d OPTION 1 OP 0\1 y CODE 3. THE EXISTING DECK SHALL BE QUALIFIED FOR ALL EXST JOIST AT ADDITIONAL LOADS BY AN ENGINEER LICENSED TO 24" O.C. MAX PRACTICE IN THE LOCAL JURISDICTION. DETAIL D F. 0-.• - : • a • ! TH 1"_1'_0^ SIMPSON HUS26Z DEPT MAXIMUM HEIGHT OF THE ROOM SHALL BE 12'-0" DF MEASURED FROM THE GROUND TO THE MEAN ROOF HT. 5. FOR IBC, IRC & FBC ENCLOSURES ATTACHED TO DECKS, THE MAXIMUM HEIGHT OF THE ROOM SHALL BE 15'-O" MEASURED FROM THE GROUND TO THE MEAN /—WINDOW SILL 4.-0" DECK ATTA ;HMEF 9. ROOF HT. J CC CORNER W/ KICK PANEL DETAIL E Z POST INSERT / 3"-1'-0" 30-1 \� CORNER WINDOW VERT CONCRETE SLA: BOTTOM TRACK ��1 SILL MULLION °' L3 CD ALL CONSTRUCTION USE COMPLY WITH THE Q o > �� J= SST tt,-13 AND HE. !RC ONE AND C 1- 0 a` iA� /n DIAL STRAP ' 3= p gt r� t r �� — _ cY EMBED POST 1 1/2"x0.062 • Y('' FAMILY DWELLING +.+s'E ' _._EDITION \ IN CONCRETE 6063-T5 W/ '�BOTTO 1 �� 5-118 0 EA END a TRACK AND STATE OF GEORGIA AMENDMENTS J LW Q M CONCRETE FOOTING L` Z CD t PROPOSED MONOLITHIC POUR G j r\i��� NOTE: SEE GR DRAWINGS FOR MAXIMUM CONCRETE SLAB AND FOOTING Ll.l W 1'-6"0 ALLOWABLE PROJECTION REQUIREMENTS FOR I ' E Q X-BRACE OPTION. GRADE, ` < Q NOTE: _-_ I-III= zz W CY SEE GR DRAWINGS FOR MAXIMUM -_� -_� I-I I=1 Z U ALLOWABLE PROJECTION REQUIREMENTS 12" I�-���, II i1I PROPOSED PERIMETER FOOTING z LLJ . FILI .==:]—FOR EMBEDDED POST OPTION. � W/ (2) #5 CONTINUOUS REBAR � 0 12" " m EMBEDDED F L = ( =11E, X-BRA(NE P T F?,I w I— Z UPTUN "s J FOOTINGS w Et DETAIL DETAIL E 1RC SECT. FOOTING '10-99 SECT. o v o 0 3/4"-1'-O" E3 -1, GR-1 3/4"-1'-0" E30-1, GR-1 MINIMUM FOOTING 20 rICHES WIDE, Y 10 I•NCHE= i HICK WI H TWO NO. " SHEEr7 THE BOTIOM OF THE FOOTING MUST kki A MINIMUM F INCHES BELOW FINAL GRADE • i E30.3_, r ----- STEP I-DEFINE DESIGN PARAMETERS STEP II-DETERMINE"APPLIED" LOADS STEP III-DETERMINE TRIBUTARY WIDTH TO SUPPORTING WALL A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS A. ROOF LOADS-(VERTICAL LOADS): A. LOCATE APPROPRIATE ROW FOR ENCLOSURE PROJECTION. B. DEFINE GOVERNING DESIGN CODE-SELECT ONE 1. FOR ENCLOSURES WITH LRP ROOF COVERS,USE"APPLIED" B. LOCATE APPROPRIATE COLUMN FOR ROOF OVERHANG. 1. UNIFORM BUILDING CODE(UBC) ROOF LOADS DETERMINED WITHIN STEP II OF THE LRP C. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN DRAWINGS. CELL IS THE TRIBUTARY WIDTH TO THE WALL SUPPORT. 2. INTERNATIONAL BUILDING CODE(IBC) (INTERPOLATION IS ALLOWED) B. WALL LOADS-(HORIZONTAL LOADS): 3. INTERNATIONAL RESIDENTIAL CODE(IRC) 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. 4. FLORIDA BUILDING CODE(FBC) USE ASCE 7-02 FOR FBC. (SEE TABLES BELOW) EXISTING ENCLOSURE ROOF STRUCTURE PROJECTION OVERHANG 5. CALIFORNIA BUILDING CODE (CBC) 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. (PANEL SPAN) O al C. DEFINE BASIC WIND SPEED(MPH)-SELECT ONE 3. LOCATE APPROPRIATE ROW FOR WIND EXPOSURE AND ��� -r�"'` U r- in COMPONENT. II - Lil N GOVERNING a ��� J 1-- rn BASIC WIND SPEED( ' ) i , _ I JURISDICTION 4. INTERSECTION OF APPROPRIATE COLUMN AND ROW INDICATES SUPPORTING '�1 THE APPLIED HORIZONTAL WIND PRESSURE FOR DESIGN OF THE WALL . 4 \ + �A z z v) N IBC,IRC,CBC& 85 90 100 110 121' 130 140 150 WALL SYSTEM. ( ` +n 0-Ay, i\ it Z - N FBC ATTACHED 1h w w o r, .-. UBC 70 75 80 90 101 110 120 130 a. WIND PRESSURE VALUES ARE FOR COMPONENTS AND ATTACHED w CC co 00 CLADDING. 0 _1 LL �, z _Z 1. IBC,IRC,CBC,&FBC WIND SPEED ARE FOR 3-SEC e ST SP ED b. DUE TO THE NON-HABITABLE NATURE OF A PATIO of t ' � H 0 J Tributary Width to Supporting Wall !• . \z w = ENCLOSURE,THE IMPORTANCE FACTORS USED FOR THE Roof Overhan ft. aillii*2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED 11 w w DEVELOPMENT OF WIND PRESSURES ARE 0.87 AND 0.77 Panel Span g( ) \ N Q Z D. DEFINE"BASIC'DESIGN ROOF LOAD AS ALLOWED IN CODE. 0 1 2 `44*t. -I r U_ p 8ft 4.0 5.1 6.3 \ 4,11 Q - ~ _ 1. ROOF LIVE LOAD-SELECT ONE 5. ENTER DESIGN PRESSURES BELOW: ��► CL 10 ft 5.0 6.1 7.2 \� a. 10 PSF a. ROOF LIVE LOAD(LL) 12 ft 6.0 7.0 8.2 b. 20 PSF b. ROOF SNOW LOAD(SL) 14 ft 7.0 8.0 9.1 2. ROOF SNOW LOAD-SELECT ONE c. ROOF WIND LOAD-UP(WLup) 16 ft 8.0 9.0 10.1 18 ft 9.0 10.0 11.1 a. 0 PSF d. ROOF WIND LOAD-DOWN(WLDo,M,I) 20 ft 10.0 11.0 12.1 b. 10 PSF e. WALL WIND LOAD 22 ft 11.0 12.0 13.1 c. 20 PSF 23 ft 11.5 12.5 13.6 d. 30 PSF UBC Wind Loads Q e. 40 PSF Exposure Component Direction of Basic Wind Speed(MPH) CC f. 50 PSF Load 70 80 90 100 110 120 130 Z Lu g. 55 PSF B,C or D Wall System In or Out 10 13 15 19 23 27 32 (3 I 00 E. DEFINE EXPOSURE CATEGORY-SELECT ONE Q 1. EXPOSURE B IBC,IRC,CBC and ASCE 7-02 Wind Loads FL 0 ,:i- 2. EXPOSURE C Direction of Basic Wind Speed(MPH) U Z 3. EXPOSURE D Exposure Component Load 85 90 100 110 120 130 140 150 NOTE,NOT REQUIRED FOR UBC JURISDICTIONS B Wall System In or Out 14 16 19 21 24 29 33 38 L i 5 Li Y � C Wall System In or Out 17 19 23 25 30 35 40 46 >L z o D Wall System In or Out 20 23 28 30 36 42 49 56 CD z v) w w (i) Q ° w ct z z o Cr 0 LLI Z I- 1 D U CL 03 = Z J o O a SHEET E30.4___) (---- ------\\ STEP IV-DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL STEP V-DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL HEADER MULLION A. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. A. LOCATE APPROPRIATE TABLE FOR APPROPRIATE MULLION TYPE USED. B. LOCATE APPROPRIATE ROW FOR MULLION TYPE,APPLIED LOAD (SEE TABLES BELOW) DIRECTION AND MULLION SPACING. B. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. C. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS C. LOCATE APPROPRIATE ROW FOR APPLIED LOAD,MULLION HEIGHT AND THE MAXIMUM ALLOWABLE TRIBUTARY WIDTH THAT CAN BE MULLION SPACING. SUPPORTED BY THE HEADER. D. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS THE D. REPEAT PROCESS FOR BOTH DOWNWARD AND UPWARD APPLIED MAXIMUM ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORTED BY O LOADS. THE ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORT THE WALL MULLION. 4 ,.._ BY THE WALL HEADER IS THE MINIMUM OF THE TRIBUTARY WIDTHS rn FOR DOWNWARD AND UPWARD LOADS. E. CONFIRM TRIBUTARY WIDTH IN STEP III DOES NOT EXCEED ALLOWABLE �► ♦41 , �f� U w TRIBUTARY WIDTH. T �� � Zi J j rn E. CONFIRM TRIBUTARY WIDTH IN STEP III DOES NOT EXCEED 6 5 I ALLOWABLE TRIBUTARY WIDTH. .. r W r ( z ° N �4.00, ,4.00, z _ CO t N Allowable Tributary Width to Bearing Wall OMEGA M-F H Allowable Tributary Width to Bearing Wall OMEGA UTILITY, y ..c':L 44 U.. ��. W W 2 r,1 Horizontal Applied Downward Roof Load(psf) Horizontal Applied Downward Roof Load(psf) OC!� - w W _.1 CO CO Wind Mullion Mullion Wind Mullion Mullion !Ir,� z Z J Allowable Tributary Width to Header Pressure Height Spacing 0 10 15 20 25 30 40 50 60 Pressure Height Spacing 0 10 15 20 25 30 40 5� \•0 y . «4. ,�z z = Applied Roof Load(psf) -� Y �� \z Z Header Rafter Direction 7M 60 15.0 15.0 15.0 15.0 12.9 10.7 8.1 6.5 5.4 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.6 1 . r���4�` w Lu Spacing of Applied 7.5 60 15.0 15.0 15.0 11.6 9.3 7.8 5.9 4.7 3.9 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 14.3 ® 9.6 N Q Z Type (in) Load 10 15 20 25 30 40 50 60 8.0 60 15.0 1E0 10.5 7.9 6.3 5.3 4.0 3.2 2.7 10 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 11.3 9.0 7.5 �� Q CD O 10 \� 9.0 48 15.0 15.0 10.1 7.6 6.1 5.1 3.8 3.1 2.6 9.0 60 15.0 15.0 15.0 13.4 10.8 9.0 6.8 5.4 4.5 •-- D CL 24 Down 11.2 10.2 9.5 8.7 7.5 5.8 4.8 4.0 10.0 42 15.0 11.2 7.5 5.6 4.5 3.8 2.9 2.3 1.9 10.0 48 15.0 15.0 15.0 _13.8 11.1 9.3 7.0 5.6 4.7 , FI-9 V; Upward 11.2 10.2 9.5 8.9 8.5 7.5 6.8 5.8 12.0 42 12.0 36 15.0 15.0 15.0 11.4 9.2 7.6 5.7 4.6 3.9 42-48 Down 8.7 6.5 5.2 4.4 %///0;y77/'f ff/, 20 60 15.0 13.1 8.8 6.6 5.3 4.4 3.3 2.7 2.2 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 12.7 10.1 8.5 `' f f 7.5 48 15.0 15.0 13.0 9.8 7.8 6.5 4.9 3.9 3.3 7.5 60 15.0 15.0 15.0 15.0 14.6 12.2 9.1 7.3 6.1 v Upward 9.5 8.6 7.7 7.1 %4r,, fl/-' LRP Down 11.6 8.2 6.3 5.2 4.4 3.3 2.7 2.2 15 8.0 42 15.0 15.0 13.2 9.9 8.0 6.6 5.0 4.0 3.4 15 8.0 60 15.0 15.0 15.0 12.7 10.2 8.5 6.4 5.1 4.3 Upward 15.0 13.7 10.1 8.0 6.6 4.9 3.9 3.2 9.0 36 15.0 14.0 9.4 7.0 5.7 4.7 3.6 2.9 2.4 9.0 42 15,0 15.0 15.0 15.0 14.3 11.9 9.0 7.2 6.0 10.0 42 10.0 42 15.0 15.0 12.5 9.4 7.5 6.3 4.7 3.8 3.2 12.0 36 12.0 42 7.0 48 15.0 12.2 8.2 6.2 4.9 4.1 3.1 2.5 2.1 7.0 60 15.0 15.0 15.0 15.0 12.7 10.6 8.0 6.4 5.3 7.5 42 15.0 12.1 8.1 6.1 4.9 4.1 3.1 2.5 2.1 7.5 60 15.0 15.0 12.5 9.4 7.6 6.3 4.8 3.8 3.2 20 8.0 36 15.0 14.2 9.5 7.1 5.7 4.8 3.6 2.9 2.4 20 8.0 48 15.0 15.0 15.0 13.7 10.9 9.1 6.9 5.5 4.6 9.0 36 9.0 42 15.0 15.0 12.1 9.1 7.3 6.1 4.6 3.7 3.1 Q 10.0 36 10.0 60 Ct 12.0 36 12.0 60 Z 7.0 36 15.0 15.0 14.6 11.0 8.8 7.4 5.5 4.4 3.7 7.0 48 15.0 15.0 15.0 15.0 15.0 13.2 9.9 8.0 6.6 7.5 36 15.0 8.6 5.8 4.4 3.5 2.9 2.2 1.8 1.5 7.5 48 15.0 15.0 15.0 11.8 9.4 7.9 5.9 4.8 4.0 0 25 8.0 36 25 8.0 42 15.0 15.0 15.0 12.0 9.6 8.0 6.0 4.9 4.1 I 00 9.0 36 9.0 60 Q 0 10.0 36 10.0 60 ti N. 12.0 36 12.0 60 0 s. 7.0 36 15.0 5.6 3.7 2.8 2.3 1.9 1.4 1.2 1.0 7.0 48 15.0 15.0 15.0 11.4 9.2 7.6 5.7 4.6 3.9 7.5 36 7.5 42 15.0 15.0 14.8 11.2 8.9 7.5 5.6 4.5 3.8 f� I O 30 8.0 38 8.0 36 15.0 15.0 15.0 12.7 10.1 8.5 6.4 5.1 4.3 W W Iii 30 9.0 36 9.0 60 . 10.0 36 10.0 60 Q 12.0 36 12.0 60 \ 7.0 36 7.0 36 15.0 15.0 15.0 15.0 15.0 15.0 11.8 9.4 7.9 7.5 36 7.5 36 15.0 15.0 15.0 13.0 10.4 8.7 6.5 5.2 4.4 8.0 36 8.0 42 35 35 V) Lv 9.0 36 9.0 36 W 10.0 36 10.0 36 J 12.0 36 12.0 36 7.0 36 7.0 36 15.0 15.0 15.0 15.0 12.2 10.2 7.6 6.1 5.1 Ct 7.5 36 - 7.5 36 15,0 10.5 7.0 5.3 4.3 3.6 2.7 2.2 1.8 8.0 36 8.0 36 j 40 40 j CD 9.0 36 9.0 36 ``U 10.0 36 10.0 36 (^ 12.0 36 12.0 36 ( 0 CC m Z W 3 W I Ct 0 U 0 SHEET ,,,....._ E30.5...._y • r ------\ /4.00\ } 4.00 Allowable Tributary Width to Bearing Wail OMEGAMH-UTIL-MH Allowable TributaryWidth to Bearing Wall OMEGAMH-UTIL-T20-FH Horizontal Applied Downward Roof Load(psf) Horizontal Applied Downward Roof Load(psf) Wind Mullion Mullion Wind Mullion Mullion Pressure Height Spacing 0 10 15 20 25 30 40 50 60 Pressure Height Spacing 0 10 15 20 25 30 40 50 60 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 10 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 10 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.4 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 O 10.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.3 10.3 10.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.0 60 15.0 15.0 15.0 15.0 12.3 10.3 7.7 6.2 5.2 12.0 60 15.0 15.0 15.0 15.0 15.0 15.0 14.6 11.7 9.8 CO 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.D 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 ��, J N 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 pt 15 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 `\ ��. � J � I 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.0 10.8 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 0‘;', ' y qi - \Z 10.0 60 15.0 15.0 15.0 15.0 15.0 14.0 10.6 8.5 7.1 10.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.7 .- �� 14 z 0 . N 12.0 42 15.0 15.0 15.0 15.0 15.0 13.8 10.4 8.3 6.9 12.0 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.7 10.6 C':_ ifi \^y�-. ' ���W W R 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 y u __ W 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 �"t )' i,�]� H QJ st CO 20 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.1 20 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 -. :`' , „,!.i z = : _ .._ 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 11.8 9.4 7.9 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 �!#4IP.I W Ill 10.0 48 15.0 15.0 15.0 15.0 15.0 15.0 12.1 9.7 8.1 10.0 60 150 15.0 15.0 15.0 15.0 15.0 15.0 12.6 10.6 N r 12.0 36 12.0 42 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.4 10.4 J ,- 0 0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 i`�= D Q_ 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.5 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 25 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.1 10.1 25 9.0 60 15.0 15.0 15.0 15.0 12.4 10.4 7.8 6.3 5.2 9.0 60 15.0 15.0 15.0 15.0 15,0 15.0 15.0 15.0 12.8 10.0 42 15.0 15.0 15.0 15.0 15.0 15.0 12.1 9.7 8.1 10.0 60 15.0 15.0 15.0 15.0 15.0 15.0 11.7 9.4 7.8 12.0 36 12.0 36 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.7 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.7 10.6 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 30 8.0 60 15.0 15.0 15.0 15.0 15.0 14.8 11.1 8.9 7.4 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 9.0 48 15.0 15.0 15.0 15.0 15.0 14.2 10.7 8.6 7.1 30 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.1 10.1 10.0 36 15.0 15.0 15.0 15.0 15.0 15.0 13.4 10.7 9.0 10.0 48 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.5 10.4 12.0 36 12.0 36 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.3 11.9 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 J Q 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 12.0 9.6 8.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 W 35 80 60 15.0 15.0 15.0 14.7 11.8 9.9 7.4 5.9 5.0 35 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.3 9.0 42 15.0 15.0 15.0 15.0 15.0 15.0 11.7 9.3 7.8 9.0 60 15.0 15.0 15.0 15.0 15.0 15.0 11.3 9.1 7.6 cp 10.0 36 19.0 42 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.8 11.5 I 03 12.0 36 12.0 36 zzz 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 13.9 11.1 9.3 O 7.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 13.2 11.0 8.3 6.7 5.6 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 'v 8.0 42 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.5 12.1 40 8.0 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.0 11.7 U \ 40 9.0 W 15.0 1E0 15.0 1E0 15.0 15.0 14.2 11.4 9.5 9.0 48 1E0 1E0 15.0 15.0 15.0 1E0 15.0 13.5 11.3 O 10.0 36 10.0 36 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.9 12.0 36 12.0 36 J � r v W Ct CC ,Q t< C W 3 c ti 0 I Ct m Z Q I Q 0 0 O SKEET .,..„....... E30-6 _,./,. (-- ---- STEP VI—DETERMINE FOOTING REQUIREMENTS A. DETERMINE THE APPLIED WIND LOAD Footing Requirements 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE Mullion Trib Width Applied Gravity and Uplift Load to Roof(psf) ASCE 7-02 FOR FBC. Spacing in to Wall (feet) 10 15 20 25 30 35 40 45 50 55 60 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 0 5 /AT 7'-' 3. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE. :ir/� i f! ' j1 6 /rr '/ff, ,ll;� o 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN IS THE APPLIED WIND LOAD TO THE ROOF(MWFRS). 36 8 /` 'O, /f`/", jl' fff% g l /jfl ff ,%r ��` U 1- N / J — UBC Wind Loads 11 %% j lf 4 , `� ��, J v) I Direction of Basic Wind Speed') MPH 12 / 's z z co Exposure Component - O + r• N Load 70 80 90 100 110 120 130 0 B,C or D Roof System Upward 10 13 15 19 23 27 32 5 ffl/ jl ////'fff I A. i w y Downward 0 0 0 0 0 0 0 6 /"'j/;f.//fl,. f �/� ` i N z z -I 00 i,f".."7. jf fff. IJI a ® ° • i �i//i ,,,,/ rlr �lif fry _'` .�t7 •' ��o z i IBC,IRC,CBC and ASCE 7-02 Wind Loads 42 8 / "-, /i ,„,,„„ ;/// V j+� z w Direction of Basic Wind Speed(MPH)(3)(4) i cif /.1,,, ,//, 4,ff /If' '�/ •a•af+ -. \ N Q Z Exposure Component ffslffl flf., • f�f yrf!,;. :. J .- U p Load 85 90 100 110 120 130 140 150 10 v,,4 jff/. _ Upward 14 16 20 21 25 29 34 39 11 7/73 f / + B Roof System 1 fl m, Downward 0 0 0 0 0 0 0 0 12 /o% ,-/,.,r.,/ Ate Upward 17 19 24 26 30 36 41 48 0 C Roof System /;;.; /,,'.;'/j., , Downward 0 0 0 0 0 0 0 0 5 r; j� r j ,7%f, �eg, \� Upward 21 23 29 31 37 43 50 58 6 ,0/:%'", JZ 4../. �jf/f/ 1 D Roof System p ii lf; / flff/ 1,f II Downward 0 0 0 0 0 0 0 0 7 /y,;r /' j1. , /, ,'/ j,, „�//'If j , jf �f lff �•,,,.� 48 8 :.. •,•4 //ij /i„% viii' 1. Fastest Mile Wind Speed 9 y�, 0 Ar / 4, 2. Uplift Pressures may be reduced by 25 percent for enclosures less than or equal to 10 feet tall. 10 ff ff f•3. 3-Second Gust Speed 11 lfI fff /4t* Al 4. Pressures shall be increased by 15 percent for enclosures built in Alaska. 12 /,%%% //%%%% Q 5 /r/7/ '%ii!' '/, it ii. W /i' / /i /,i:. %iii /',•..,i i ,/�, ''rile',�., / ',,/f l/ / c� B. DETERMINE FOOTING REQUIREMENTS FOR DOWNWARD LOADS. 7 % -11.2371 41.274./- - 3.255 / 1 3.100 i i 3.050 i _...........k_�._.73 0.808 / -< n i j ,i I 0.630 II d 7 1.091 ` �; 1.4371.130:° - i -- _.__._. Imo_ Ge: u c1 3.100 ;.r 2.980 ' 3.100 0.631 7 2.781 ; :'. . u: :_::. t=.065 t=.050 2 4 O 6005-75 6063-T5 0.606 ,..,J, \ :_ .� t=.050 6063-T5 \ `.�\' _1 CN t=.050 t=.050 �� \ J 5 I 6005-T5 6005-T5 o is z Z (n (0 CN ELECTRICAL HEADER HEADER WINDOW SILL FEMALE H MALE H ( Q4' tf \w w 0 M REV /REV\ , iv. ,4 'n 1 \ DETAIL DETAIL DETAIL DETAIL DETAIL �i rr� �4� - z Z co °c°,A 041 HALF - HALF ° HALF HALF l HALF -' \ v>> MI • Z Q v /---2.187-y /-2.075--/ t 1.876-/ .11,D.7",:.,,,■ •� w Q w iii/Y/ J ._ UZp Q `- � = sr 1-7-14- \ \ 1 ...vt,;•,..,1.2441.104 1.244 I : 1 3.124 3.124 ........... -'� 2.876 \ I 0.419 X X0.375 0.437 i' X 0.357 t=.062 t=.062 t=.062 6005-15 6005-15 6005-T5 Q 0' w UTILITY MALE SECTION UTILITY FEMALE SECTION RECT TUBE 2x3 (T20) w DETAIL r...�REV\........ DETAIL ....!REv`........, DETAIL f /REV ..._. 00 HALF HALF HALF ,I C d Z \_ / 3.225 / / 3.245 / i O w LLI Li W F- T � Z o 1.275 " .r_.._.-,:.:.- ' 1.500 ' z 1 1n Li.J w C ' J V)(~) Q t=.050 t=.050 D ( Q Z W 0 6005-T5 6005-T5 Z_ z 0 BOTTOM TRACK RECEIVING CHANNEL 0' LiJ c.) ZO DETAIL ;r.' ` DETAIL il4, HALF .... - f HALF CO CY = Z J a I Q LLJ O 0 O * DIMENSIONS SHOWN ARE FOR INFORMATION ONLY. REFER TO MANUFACTURER DIE DRAWINGS FOR ELEMENT SPECIFICATIONS. S T Tr r T ,..„,..,._ E30.8____2 ral Notes�\Ge:e �� L.C.S iu�3V;3,_v'1.;(3 v: 'Cz.'''-.i"�'ii ,_ �u i . { 4 I NEW 2X10 BAND BOARD, USE 3/8'X3" GALV SCREWS NEW 2X10 BAND BOARD, USE 3/3"XF3" GALV SCREWS 0 48" OC. STAGGERED. 0 48" OC. STAGGERED. J �y. n(t, e (�'s v ' 10t'�0," A i ` 10t_0" 2x6 DIAL• 1AL ;-ACE EACH SIDE, Chatham Comay USE 3/• X3" ALV. SCREWS AT TOP AND '•TTO∎ OF EACH BRACE. TYPICAL a � � FR. IT A 0 SIDE BRACES ,/ :. 1 , 1 R CODE ouPL ''cE / LLJ e7 e=.Ff ,-u as been , t e cope v_,.,l -sie -, .:- _ U D rev_zv _ti ..- _ ,_ NEW STAIR BEYOND Z any s:1!.',_.s,._ ... _ .- e: w _ . ,_._,..,$s . The L■■W L.■■1 a e : ani permit ;i:oul '. not be construed > t c a wez" y c: guarantee. 4/ _ ._ u `1 0 is j i a _ __, , — r-- t tt M► - f 10 .0 20 • it 4 .y LL Et 0 SIDE ELEVATION FRONT ELEVATION w 0 0 1/2"=1,—O�, } - 1/2"=1'—O" O in V _J w o W 20t_0tt 201_0" 0 w I m ... !". 10t_0tt . . ■ 1 t1t_0tt 10t_0tt .. 10r_0tr ;y NEW 2X8 DIAGONAL BRACING EACH SIDE Of Me 0 L.L. ....., . . _....F . ._F.F . ....... . . �.. . _ • ...`... . - . . • .......: . .F...... . _.db:' . . _....Y. . �... . . �.. _..... ...,..r:� . ._..__, I T I I II I I NEW 2X8 DIAGONAL BRACING EACH SIDE NEW 2X8 DIASOf1 AL BRACK NG EACH SIDE I I 6-0"• `No. Revision/Issue Date I I EXISTING (2) 2X8 W/ LEDGER 11 U Firm Name and Address _ 1 0t-{�tt 0 1 Qt-o" BACK BAY ARCHITECTS 1016 ASHLEY ROAD I __.. SAVANNAH, GEORGIA 31410 912 401-8678 I ATTN: MICHAEL BAILEY I- I I ARCHITECT: RA7903 1 I I I 6-0" I I I I EXISTING STAIR Project Name and Address 15 I \ I I ! #10 FORT AVENUE ► TYBEE ISLAND, GEORGIA , 1 4%00 14 • , 13 INSTALL 7/16" EXT. GRADE OSB PLYWOOD _ _ _ 12 X S S T I \ L — O U S _ USE GALV DECK SCREWS ® 24 OC 0 PERMITER AND CENTER OF EACH SHEET. =X T G HOJS _ MI. 10 REVISED DECK PLAN EXISTING DECK PLAN Project - Shit 2008.09 9 2 5 Date 1/2"-=1:--0" /2"=1'-0" 8/11/2008 8 A I .#0,i Scale 7 1/2"=1-'0" \%i,