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5th Street 352 i�.;J; �� e-, P-4 AD tit 'V� 0 /1 --_-.- - - LU Vs- GG L I �i bN Qhs b r. w a _ - _ Jo OT c4f 28 AL (lit �. .. ....___ _ . ... ._ o .LI - f I lit Ito � 4^r F �� 10 0 -- ----- 0 ,10 rL.L FL 0 II �- 44a I , 10 CN *40 tri v` p�.ut~Ir I ---__ I "+ . r_ 01 41 I OD �. 02 CAV IL U ,OTI 114 or ' S 0 -r 9. 1 -- - . 0 Z . ELECTRICAL FIXTURES A—Progress P87-AT, recessed housing with P8082.28 trim and 1-100 watt Par 38 hump. + 8— Progress P87-AT recessed,housing with PM8-21A "Alxak"reflective cone trim Bund 1-75 watt a lamp. Par 38 s u h WL-28 shower tri . C—Pro�rese P8.7-AT recessed housing with P8072 o cr m and 1-75 watt Par 38 lamp. D-- P71 2-60 surface fluorescent with 4-1'34T12 lamps . . . - Progress s c P ores 1 s )E - Pendant Fixture to be selected by the Owner. Allow. S150.00/each F Porcelain k i 100 watt 19 lamp. . — Porce n soc et with 1- tt A- am 7'-0" 001.00 each G —Wall Bracket mounted as above finished Moor., Provide an allowance of$1 ch to be u Ow selected by nes. � » ELECTRICAL NOTES H—Walkway Light. Provide an allowance of$100.00 each to be selected by Q �• .;� { �� 4y,;. .•• :�� mow': 1. Comply with all applicable codes and ordinances. SDSmoke detectors shall be white lactic. y� . ',:*. ,'+ •• P a �' tis• � Gf+ �. 2. Supply,install and lam all fixtures. r � P Exhaust Nuto y • 3. All outlets shall be smooth white plastic. Switches shall be smooth white plastic,decor type, QTS •. . trans. [Til Vi F1 toggle. _ O , Rnels service PB--Nutone PB 18L 4. The Electrical Contractor shall be responsible for sizing all circuits,wiring, panels, , f Chimes-Nutone LB14 built in flush. and all other electrical requirements for and shall co-ordinate his work with all associated C „ 'r r•• jest. , , �� � ►. _ trades during construction of the proan allowance 100.00 per fan to be inetclled�fyyt � , • S. Electrical service shall be underground. - Ceiling Fans—To be selected. Provide 11 of S fns all fnfi•rn■ rrnel kz urri •rhorl"lg' inrlir�finn *11 Electric*1 Contrl+rtor. • ��. Ccs►� � �.rto '' �. '. �,�1 •. � � a �"" ; oil 14 E G� V -•r.9 �' Cl � GLj Gill• � ci f ; )SQA u dap G Ej 6E4L.1 44 Oct IT ILI ..� - colt 00 Pw . E Vt . �fy �. •I� 1 II � I� �1�- 1 I!� a a o 0 0 . _ _ µ_. _ _ o o � .. • a • � ( �'. l:.Cit t��:•�_.. _ . _ .... ----• ---- - ''}''`� --- --- IQ i . w.,...,.. j._:_ ...... .�.._.l � - - �` u G� GSI � •� , . . ( � � � 10 Fr- % 07 I - - -- 1 a Vill Li 47 j f " V4 cl ? K- -ro 16� I ( � �, l..l..�.t 1til E'1 ! ;� T �. 1.� a .� ..� f , s � AIR. CONDITIONING. NOTES " I. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. CO-ORDINATE ALL WORK WITH OTHER TRADES. . 3. PROVIDE A CERTIFIED ENERGY ANALYSIS AS REQUIRED BY THE FLORIDA ENERGY CODE AND ALL LOCAL JURISDICTIONS Q 4. ALL NEW DUCTWORK SHALL BE FIBERGLASS DUCTBOARD. + S.�.ALL, REGISTERS SHALL BE WHITE PAINTED ALUMINUM, �q 6. PROVIDE THERMOSTAT AS REQUIRED FOR NEW EQUIPMI'aNT 7, ALL WORK SHALL BE PERFORMED BY A QUALIFIED AIR CONII ( Vp� aaa. .. CONTRACTOR. - .• .. `•�/ "�- ry $• . SHALL BE NSIBL, , �R • . ' THE AIR CONDITIONING CONTRACTOR HA RESPO - DESIGN AND PROPER OPERATION OF THE SYSTEMS. ' � 9. THE AIR CONDITIONING SYSTEMS SHALL BE SPLIT SYSTEM HTi i I FT- EQUAL TO CARRIER OR TRANE.. THE UNITS SHALL BE COAST EAR COMPRESSOR WANRRANTY, SU BM M DRAWINGSAND BROCHURESFOR APPROVAL BY, 10. , ?� � '• .. ..,•`'. o l.� F.I.T+'f'T�'itTC`A i. �Y .A tv A tv'v n�an�•renter ,n.,.-ase •...-.r., . ,.,.-....., .._....•� ,.,._ t STRUCTURAL NOTES AND SPECIFICATIONS des:. 1Floridade, ACI, ATIC, AWPA, APA (Latest Editions) . •Co rids Building C • AWN 2. Live Loads' Live Load Top Li T rd--__---30 PS ` ' Root Cha. F n,; Floor Live Load—_----------------=-60 PSF 3. Wind Loads. (120 MPH), Exposure Category "C", Wind Born Debris Zone { 0 . Basic Velocity Pressure----_M_ PSF ��1 , �_. - , Uplift -34 PSF 4. Materials: - ,� Concrete: (Normal Weight-- 28 Days) - 1 f Slabs on grade and footings —3000PSI " Reinforcing, ASTM,A615, GR60(Lap 30 bar diameters) . 2x 10 Fiber Mesh Slab Reinforcing Hollow CMU: ASTM, C90, Type II Masonry Mortar, ASTM, C270, Type M Fat . Lumber: Wood construction in accordance with the Florida Building Code • / 'r 3 - r Studs: Spri,crPine, Fir,MC13, No. 2 _ -.4 � Plywood: 518", APA, CD-24% int, with eiterior glue (CDX) or Engineer d o Approved equivalent for roof sheathing., 7/16" for wall sheathing. OSB is atn approved r 611 equal.Ple _ t •' Nails: SD (a7.6 Inches on centers of supported edges (in the seams) and 8 W �U � Inches on. centers at intermediate supports in the field for roof sheathing., Reduce the 5 PP ( � ) f3•� or spacing to 4 inches on centers around all openings. "�. Framing Anchors: Simpson or approved equal, zinc coated. q Wood Trusses: Provide Shop Drawings, signed and scaled by a Florida Professional Engineer, .120 MPH,( 3 Second Gusts) Exposure Category "C", Wind Borne Debris Zone. r{.01`•(t i'wr +y p < r' GvN `u —/ Allowable Soil Bearing pressure:---- 000 PSF I t " S. Temporary Bracing: The Contractor shall be responsible for all temporary !bracing that is required in the new construction. 40fuPV, ro MATPO'drll l r WOA 30 051 crrG�. T�_NL; K Ulu—I r go 6dis 100 LO rTl 11.d s • I � f � N. �~ }►1(�N�t�l"j `�{ ��r' _... , ���.�� err . �� • t r I /� 1 •• t I 1 . t rte- . l . - .. .. .. - -. - .. .. .. _ .. . 1 . . - . ,. . . . C - �. - - .. .. _ ! .. - . , .' - - . - , .. - _ .. .. - .� 1 r ,1 _ :. .. y ... - .. - - .. - - - t - - . .. - ,' . 1 !A n 1 1 .. . 1 . .f {, • .. - _ 1 . - j . - . • . - . - .. . . .. I . 1 - .' `E , }} . , , r .. S . . �:. . .. - - . _ - . n' f.b ., - 1 _xr !J . j . . . . ' i ,�: - _ P � f �� ."� (Z r •- : �J••? .. '. : -. / z ^y, F, { l .. .. :� U �;;I " � . . . - , . . !f iI 1 . lJ f j . - ,f.� _ --. 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S , ... i / �j G a - c,t /eJ, r•. r 1 . ,� c • ,' �••J r { 1 � � ,tel /! � \ I - { i r "� ,- •1 - - .i _ ( /x _... �' i � ? r. i fi . s^ f f_ -. ti Y d• .�` fI - 1 F S�r � f- / A,�r r,r ,�: a. 171 -''�L M -�; 4� /i7e �� .J. +, �,flrr d/ r�. { � I ii - ,. - tea• - 1. . 5; �4 . � � �� i APPRoV D .r2� . rYrlj -F�rQ if > i I i CITY OF ATLANTIC BEACH ' { BUILDING OFFICE 'v JUN 2 0 1977 /�/ . ,r �r� � Y": �x fir' 4 I Gam�{_p fc�,�r--' � P r ,� s ,� - , QUA.O! — ' 1 �0�:.i T '!' Gam. yr1, ,«�L' IUi't / ir'r! �pE"C / /".cmo �i /rc. .� , , /� ,- ! By , G M , 1 -� - .. _...- .-may.,.,.rw"•• ..-r :+""az...w:.w�.r+,r 7�^�[+i.0 r'u � y r �... iiiw,rrpw ,. " . m - 'i (� ! i / pyo r , ,- , , I { - �® I i f/- ; a , ` ' m , { r -_._. ......... _.._._.._ �. _, _ __ - , . . M - - _ . .. - -. - _ - _ _ ,. , " ,� r - .. , .. . ._- _. - " - _. 1. . - .. . .1 .. ._..._.. ..,.�... - ,.. .ry,.. .,,..,, .. .Y ..... �. ._ .. I . . .. .. .. .., .. _ I _ - ~w _ ... . + .. _ _ .. _ ! - - _ - - _ •• - / I .. - � ; _ . . . k - - - 1 _ - . - 1 ` I. ;r� I . _ - 1 - _ _ I - . _ - , I- , - 1. 1 .': , - - . .. - '. ! _ - _ '1 I .I . . 1 : - - i , I 1 . _ . 'I I 1 _ J r - - r . , 1 ' . . . . .. . . 4t� I I ;�� I - - - . . _ __ . . _ . ___--{{ , . I I I . - . _.. _ .- ._.--- . _ :-- 'f . __ . _,.- -! - , _ __ - . Y I. '! . �( 4 , t, i 1 ) 1 k :1 . - . . ,11. . E, . f - _ Vii. Ii ii ` +' -+ i I I: r I1 'tf I. ;' " i it I :I _ ! ! i f`. -- I, - 'i - it J I! !r j' .� T - , i i ,' . �, t _ _� - -- . I . I- ,.. "; . . I I I '( - � , ' I f i ,4 I ! - . I: ;I .- • y I ,. : . d 3 -- -._-- ._ . . _ ..- . . . _ , O,- ,l A��,,$', o I , k - 1�', �f�� i . -� 7 . f '� ti rl ��?� rl r - �psP, .. , . I S _. - _ �.�.. .._ '._. -7 _.--- _-.._ _ _._____ _..__.__ ___.-_. _.._ _ -- r..._ _,___-__--T_ . �_ ._ _.- .- - ..... - --. - . . _ .. , I �11 _ /: L1 ...i 11 i 1•. . � ]� I I " { �k I1 I f 1 i I I 1 I ( ( `•y '.�f ,; (, I ' err . i, ��� " 1 I i f . I A is �" �- 1 a i ( ( j a X , I j . . II ( rl. - - - Y �,' ._. ... .. _. -.. . -:.. . ±{ _.- _ ._ : . ... .. ( . . - - . . .- . .. .. ._.._ _. . . . . ._ _ . I-- l *. �. . I ( ,�;��,,,-/ I (. 1 _ -. —•.— -- -3'(O ' _ _ _ . . i A,/es -A(`1 �4� . .. . - } ; r, i .. -. APPROVED CITY OF ATLANTIC BEACH .- ' i BUILDING OFFICE � .., )- �,' JUN 2 0 1977 _:_- . By^ � - .� r i1 5I .. r-� , . _�".1(��� (• I. //>/ , ,f ,a• , r f ;' F; _ .--_ ..---- . - .. ..._ . _.-_ . _ _ . .. ---�._.�-�.. ... -- -- -- _. - - _. . h , - 1. • F , 0 t'7 10 Wit w�,�rG i - • o � �, i.� 2.3c�� 4 � •• ; _ 4 I • - J lk1 - i iS' x 10 V7 I - LP 06- AOL 15 ► tt I • 0� N ) 40 _ x _ T� _ _ _ p , _ ro r c:R f _0e . oulur I F.1 ,C;ko 7 Ggr� r, %UI r 10 6hf;q I� w 8r q eel ,, Sol- ---- J t p P P R,ANTIC BEACH O F AT I �� IJITY. OFFICF 1 + { �. fir+ { 1 - ^ 1 � 1 BUll1.D1NG ..�..�w__.._- ___-_ - ._ __-__._ _ JAN 2005 Q II p a Y ► �= �-�-- I p l r.4 c Gv _Z8C--� 160 oil ,1 C:5 RE0 EIVED A CITY OF AT-LANI Ic BEACH BUILDING&ZONING �:.. j . . JAN 2 6 2005 rr COP C2_ , J rr . . .I _ F - - - . • ! - ,.. . j ;f ,.. - _ ... 1 • 4 �, . r. -,: . _ r .. .. .. _ f• ..'� "'.: . 1... ., ',,'... r.. ._ 1 . 1 . �, . 11 .. .1 I� �. �. . . - 11 i'...I� '� - - . 1 �. 12 4. -_ _ _ _ . _ , .; ­� . . 11 . , , - _ + i r 1 . � ...., .. __ . - I , I �I t I .,i.. . 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I .. , �. �r : : FLORIDA BUILDING CGDE, 20©'� DESIGN PRESSURES FOR OPENINGS - . . ., _ vlfiRsloH t.ot . . . .- , j k city . _ min tanc Fac6orh) 100 Prepared By CB.Bull .. Company Hfamtlton/Roes "�,' "'� '--� , < Exposure Cabnory C STRUCTURES Client Name Mhmlttgn/Ross �. '-. S _ . ' . . Internal Preesurr Co+fliSlent± 0.18 INTERNATIONAL,LLC Jab Description S;pec,Houee , Mean Root Haight(ft) 26 5Rh St.Alf.Bch. 4 . 1w. ' . Building Width(R) 35 Y "�� �_ BuildingLength(gtf13)) St O Roof Slo l06 Number HtemiRan/Ross R - N - 511F[T .. = • Gw I. A . . I "_T� - W MARK DESCRIPTION ZONE ELEV. h WIDTH M HEIGHT h PRIaSSURE PRESSURE # ; _ � __, . _ A Double Hu 4 7 3 5 34.3 X7.3 a ;'r 1 X B. Fixed Glass 4 8 3 3 F+r+l .._ . _-_____ _ - C.r f ixad Glass 5 36.3 a8] 5 2 7 34.1 J4.1 rre�n ,.. . !." .: . ­ D Fbisd Glass 4 7 3 2 36.3 -38.2 1. k1 4 fc Oeubls Flu 4 19 3 5 34.5 .... .. ._,..__ _ _., F Fixed Glass 5 20 3 3. 36.2 -37.2 �1 r ► r� - ; ..''_..___».,, _ , �___ _. ' _. .._..> N ,._. �_M G Fixed Glass 4 21 9 Z � [,,, U? IT- 33.0 aA.O [^ - L _.., _ 1 Front Door 4 8 3 8.d7 33.7 X8.6 - I gL '.4 ."I . . _____--_ ____ 9 6Bdin Glass Door 4 6 12 8 30.1 -33.0 �_� _ 4 Sliding t3lpea Dos 4 8 8 8 31.0 ; X4.6 _-. __.___ __, _ ___w. 8 Door Eo Gar 4 8 3 8"87 33.7 1 _ _. ,__.�____T _ 7 G eDoor 4 4 16 7 29.7 X8.6 _,_ ___.__ Y ___ T 0 im ax.7 Q �.* _ _ - _ __ .�� - . _ . _ - a �l>ai Glass Door 4 1a a e ,�._-----_-T _- _ rt u. -..-.-^_- _ 31.0 �L.0 �f I . __ .. I . .. I[111m� ' i . w I -.-_ --.----- - � . ", .-.:,.:. . . T" ..... .. � 111MU " , it, - , , , La-mm - . . . . I . .. � . -Cn; &* -�0.'. . �I 1 - •. W _ - - . ; . 1, , , 1. I . .. I.- ., �­'. .. . . , ,'. �' . . .L - __ I - - . . - 0 . . . .. I I ;I ' �, , . , . . .. . I .I I j ,' "L'.. ,' t!!t;j!�"� _.." . . --------7 1 - . . .- . . . . . - . __ . . .- .. .. . . , -� � ," .. - �. . I ­ . . � .. 'r ; , 6 . ,�''. " r 'a . loth - a �7 r, + .. D a. � V' S x y , . .. (fes ... - _-• . : w - - w > - . t 1 I J� ,, I.. 1L.--. f, ♦Sl� rr . o . .,•� w, Width f Edge Strip(a)in fral x ' '.. I I ,,t "e .:�+ . . . V I i 0 Fi r 1 l i� . 1-111llookA . _ . r, w I? .. i 5 Q 4i 1., ': .� ` .r . }. ts� i�•� 1 J ~' ti _. _ .. ._1. .I�,,.�•�•. I I F� _ - "' ry �.� 1 . I - T .. x ,,, .ne:'. , P '� . . . t, �. .. . . . . . . u o 0 4 � - - f I .... x. , .. -•. - _ I f t -�'46Vr�r.` err y ry , r ... 1. lltn _ m �� ' Ne n-i�n+ir Snrrw Nnrev .....�_�.-.n..� N >� w o _. 5 " 1 1 r 1 i ........... ........ _ r 1 W { o� WOOD ROOF TRUSSES Design Criteria: 120 MPH, Exposure, Category C, Wind Borne Debris Zone - Totally Enclosed structure v, i'L - , - �:«►-� rL.-2 x.l U Style to be Standard Type, .5 in. /12 in. pitch. * The 'Truss Company shall supply to the Contractor,Certified Engineering Drawings indicating all loading and wind uplift ,T t uss straps to meet this criteria. This i g 9 � information14 shall be . i submitted to the Atlantic Beach Building lding DiePartmett,fo , <<f -- _ permit purposes. Furnish the required sets to the Building De artiple rw 1 P P 4 g P �� two sets to the Architect for approval prig to the fabrication of't�ie lase _ _ _ ell -I. ' • - I I , .. L_--- ^1 t)F Vff TEL _ f In t -ifft VA I -0 Le r_7N V i � � + w ---------- • � �� fir � �� , �, tl �o � �+I 121• Dt' � ? ---_._ --... .......... ------ _ _... _._._... hr ELEC RIC AL FIXTURES I URES A -- Progress P87-AT, recessed housing with P8082-28 trim and 1-100 watt Pat' 38 (lamp. B — Progress P87-AT recessed housing with P8068-21A Alzak reflective cone trinn and 1-75 watt Par 38 lamp, �"✓ { C— Progress P87-AT recessed housing with P8072WL-28 shower trim and 1-75 wattt Par 38 lamp. D — Progress P7222-60 surface fluorescent with 4-F34"I 12 lamps E - Pendant Fixture to be selected by the Owner. Allow. S150.00/each F— Porcelain socket with 1-100 watt A-19 lamp. �; _Wall Bracket mounted(a7 7'-0" above finished floor. Provide an allowance of$11,00,00 each to be selected by Owner. 1 » It— Walkway Light. Provide an allowance of 5100.00 each to be selected by Owner.. ��•`�• ELECTRICAL NOTES ��� SD—Smoke detectors shall be white plastic. =� �, 3�('. f'• - 1. Comply with all app licable codes and ordinances. �C 2. Supply, install and lamp all fixtures. 3, All outlets shall be smootlr white plastic. Switches shall he smooth white plastic,decor type, Exhaust Fans. Nutone QT-8U toggle. PB--- Nutone PB 18L Electrical Contractor shill be responsible for sizing all circuits, Hiring, panels, service 4. The tr c P Chimes— Nutone LB14 built in flush. 1 b r and all other electrical requirements for and shall co-ordinate his work with all associated ! trades during construction of tilt project. S. Electrical service shall be underground. i Ceiling Fans--To be selected. Provide an allowance of$100.00 per fan to be installled bytlre,,r Electrical Contractor. (Jule In(flCatlll all b. Submit shop drawing-; for till futures specified and a pallet board schet - ' ....nna�..n nnrl nrin rr; Th:' (ufnY(• 1,^c•_ I` _-.. DR.A.WING INDEX NEW TWO STORY RESIDENCE , SHEE I I EXISTING & NEW SITE PLAN SYLVAN DRIVE TOWNHO ES 14LC SIIEI+�'I' GENERAL NOTES & SPECIFICATIONS SHEET 3 GENERAL NOTES & SPECIFICATIONS OWNERS SI(EET 4 FIRST FLUOR PLAN , LOOT 21 BLOCK 6 - 352 FIF � �� SHED„�, 5 SECOND FLOOR PLAN TI STS E ET SHEET 6 DOOR SCHEDULE ATLANTIC BEACH FLORIDA S11EE"I 7 FINISH SCHEDULE . SHEET 8 EX rERIOR ELEVATIONS SFIEE`�' 9 EXTERIOR ELEVA'T'IONS ap SHEET 10 FOUNDATION PLAN . SHEET I 1 ROOF & FLOOR FRAMING PLAN. SHEET" 12 ROOF FRAMING PLAN SHEET 13 SECTIONS & DETAILS SHEEN' 14 SECTIONS & DETAILS GEORGE BULL JR,, -- ARCHITECT STRUCTURAL SPECIFICATIONS 1800 SEVILLE►. BOULEVARD SUITE 3 sIIEE'I' 1S FIRST FLOOR AIR CONDITIONING . SHEET 16 SECOND FLOOR AIR CONDITIONING , ATLANTIC BEACH FLORIDA 3233 SHEET 17 FIRST FLOOR ELECTRICAL TEL; (904) 246-4469 FAX: (904) 247.2816 SHEET �s SE�:�t FLOOR ELECTRICAL pP Dvi o ANTIC BEA- .. - • �16�1N� OFF1 • • • s�.P 22 xoo� wur .; VE 0 COFC E IG A BU;LDING i�, ZONA(3 SEP 14; 2ao4 BY:F R E L w ;f - - - �35d\ �� 7T ai ' Of A141~F1lll AwKx r ., _ _ ...:..- . ..,' - •--- • ` - -"• mitt E a r -r te 5 1 H S 1 R G G T 90•00'00• 0•00' pLAr lip * +{ �. (4Md' PUGM7 Of WAY) mow N 9MOO* E 50.04' ) ►t . "V* t 9o.00• (PLAN . .••r••Ir • .r t• . u.rn ru..r.• r♦, t �. V. 1C l ► 1 weM 1� ► , ' Mlh►MCATId1 §40.4r (MCANATAM) • tit ^• ti'• �?. w '• 1� � ' �' � Lot 2 / �•r yrs � �r • r'•t,,•' , / % / � Impervious Surface [:overage r,� a • laIca • '','t',t• ' •.! »; L{? 21, Block 6 ;'�i blew ktideotiat Structure ,, r +! t �,'� ,' '•� ►�` � '1 °• ,o• Impervious Surface (:overage / Lot Area: 7,453 S,q. Ft. � ' f •;' • 12. i Existin .127 1 ;,:. tr •' • •'� . • .a ,� --_ - f'" House Footprint:, 2,39D Sq. _',, •. Lot Area. 7,4: 5 Sq. lit. �, � 'c�� Walks, Drives, Piads, 7;�G Sq. 1+t. .. ,r: ;r. ?'M ;• ' :• �:; + ,r• 3,3616 Sq. Ft. "`;. `••� 13 � Existing House: 1,094 Sq. Ft. ➢` j �� w r Q �'" .* �':;:, • ' •� Walks, Drives, Pool: 1,334 $9. Ft. (� �,� �r.i ''�'�y , f -c� Irwrytous Covera,me'4.5% • ••r*' •> ly x 2,448 Sq. Ft. 4 %(New) Iess 32,84°/a�i» st = 12.16% r- ----- X ISO •" 1 ,� .,» ltnperviQus CavcraE& 32,84% ...tr This,�aunt m_us�t dE41iD 1o.Street 'a dap °..eOL�6 s .. -. ' #, is, 1 • • : ,� " w'w : .t + _ ,/ �.7arage Area: 733 Sq. Ft. ..a ■ » $ ;' 8 1I�I Driveway: 510 .S%-Ft, —• ir "' ,i7 �11• t4. »•. L 1 1,243 Sq. Ft r QM AMD 40�LOT 231* X 77• BLOCK 6 •*»• yt ) r" 1 tri :M•� 1,243 Sq. F t. Diviided by 7,4:5! Sq. Ft. t� 1 ' Garage Roof uttered and X11' It Y drained to driveway slab and sloped • x rt . o to strut, s • ti • it a LOT 19 ;4 1: •' '• en BLOCK 6 OCK 5 t3" RAM 12• � yea Co 2 . 0 t LOT 21 "ta »` •, �•K. �+ ,� . BLOCK 6 • ,rte. ,a C.]' D.3' � v.l ►OV'+b 1 1• IR+7M � 0.1 roue�c 1 �t' rlv►+ rrt - �j0, �( rot o 1/�� + F•wt 61+1 89"43'57* '�41 W MVN (CATION N4 4RN1111QAT10M r two +od�rwrtc,�►� � tv er�3'sr w 7 .11' tIMtU4llJt1'C•D? 5®,.12 fMEASURFM ► c ,,. o�►o.� r: r Le W » _ Y X15 J-1 .SI- GENERAL NOTES AND SPECIFICATIONS NtETAG S IEWQRK tug 5ieel: See Structural Notes and Specifications. All Structural stgel ahtiMl be of the sizes and shapes indicated on the Drawings and"shall be finished with a non-corrosive Site C7eada Demolish and remove from the Site trees shown complete including all root !Slush. systems. All treeg marked with a red ribbon shall be removed. Alt others shall remain unharmed. Barricade special trees as required by the City.. Clear and grub as required to Milcolin ,�} Metals. Provide all miscellaneous�shapes and sizes in shelf angles, remove all grass, roots and other matter subject to deterioration. bolts, nuts, washers, and any other connecting devices required and indicated on the Drawings. ��ackfLliu,nd 9mding; Excavate to the grades and she E>tcavat• g pea indicated on the Drawin Backfill as required to all elevations indicated sad provide clean fill for uader A►RPENTRY slab and final grading. KQuah Cannutrv: All dimension lumber'shall be Southern Yellow Pine, Hem-fir-or equal, Termite Prom Provide"Termador'"under slab and perimeter treatment per all code Construction Grade, 1200 P.S.I. or better, Lumber in contact with concrete shall to requirements. Provide a Termite Bond. pressure treated. Plywood shall meet all or the requirements of the American Plywood Association for the applications indicated on the Drawings. All nailing or connection shall Site n ilii : Provide fill, piping and other accessories indicated on the Site be as provided in the Structural Notes and Specifications or as indicated on the Drawings. plan Provide all utilities as required and indicated for the proper operation of all systems. Finish tea gtr_y Provide and install all shapes and sixes indicated on the Drawings. Paving: All walk and driveways shall be interlocking pavers by Paver Systems or equal. Casing, Base, Door and,Window interior trim shall be finger jointed white pine or equal Pavers shallbe set,in a sand bed and installed as per the manufacturers standard sanded, and ready for painting. installation directions. The pattern, colro and style shall be selected by the r W ri2ood Tom;, Exterior Window and Door trim shall Hardie Board, 54'X 6 as Developer/Owner. As an alternate,"provide a concrete walk and driveway. The driveways KMr " aha!l have fibermesh reinforcingand visqueen underlayment. See Drawings, indicated on the Drawings. Install with stainless steel nails. Fascias shall be Hardie Board 5/4 X 12 routed 1/2" X 2" to received the siding and hide nails. I andscaoing and IrrigIt i n: By the Owner/Developer. horizontal Lala Sidisaa; Hardie Board , wood grain, 6 inch exposed face and shall be CONCUTEE' installed as per manufacturer's standard specifications with stainless steel nails or staples. rm�work: Form all concrete�to the shapes and sexes indicated on the Drawings. Provide BUILDING INSULATION All forms. W�11 In ltlation: Provide R-19 batt insulation at all 6 inch exterior frame walb, Provide Reinforcin„g_$tceJ; Provide all reinforcing steel indicated on the Drawings, Tie and install R-I I batt insulation in 4 inch wall between the Garage and AJC space, Provide sound hath AS required by all structural notes and requirements and as required by all codes, insulation at all Bath walls, QQ,n1Mte;. All concrete shall be 3,000 P.S.I. and shah be of the sizes and shapes indicated CrilinY Ins111Ation: Provide R-30 fiberglass batt insulation between trusses above air on the Drawings. All exposed concrete shall be finished smooth or with the finish indicated conditioned spaces, Provide R-11 insulation above the Garage/Storage attic. and shall be ready for any additional finishes indicated in other Sections of these Specifications. CABINETS A&D TOPS MA�Q�VRY Cjtbin&M1trk: Provide an allowance of 525,000 for Kitchen, all Baths, Great Room and Laundry Cabinets and tops, installed. Developer/Owner shall select cabinet style, top No ma14n:im required fo.f this ur41SSl, material, hardware color and finish. All tops shall be Corian or Equal. VINYL, CEILING AND SOEFkT Provide and install bead board vinyl ceiling(non-venting) in ceiling of the Screened Porch :4nd Entry. Provide and install vented vinyl bead board at nil overhang soMts indicated on the Drawings. MOISTU PROTECTI0N DRYWALL MeW Roofinj And N sinbrane: fhe membrane under the metal roofing"em A"M be D wit!!; D all shall w iY _ ryw be gypsum allboard and shall. be 1/2 inches thick standard type. minimum 40 mill, water shield, peal and stick membrane, installed in accordance with the All drywall shall be taped and finished and sanded smooth ready for the application of manufacturer's recommendations. The metal roofing system shall be 24 gage Gahalume paint. Provide zinc corner beads and accessories as required for the proper application of metal roofing with clear acrylic coating. Style shall be standing seam pans, 12 inches wide the system. Installation shall be in accordance with the manufacturer's standard with 1 inch standing scam and concealed fastening devices. The roofing contractor shall recommendations. Ceiling finish shall be a very light knock down texture. Submit sample use protective covering on footwear to assure a blemish free finish surface. All associated for Owner/Architect approval. flashing, gutters, downspouts and eave drips shall be Galvaluma Asphalt C m 3itiQn5hinarlM ( Alternate Price) The membrsine under the roofing CERAMIC ALL TILE shingles shall be 2 layers of 15 Ib. felt. The Asphalt composition shingles shall be Wily mind Second Flggr Substrate: Durarnck or equal installed in accords-nee with Architectural Grade, minimum 25 year, Color and styk to be selected by the manufacturer's instructions. Owner/Developer. Caulkine tend Sealants: Caulking and sealants shall be butyl or silicone and shill match Setting M and GrRuting: The setting bed shall be either mastic or cement base as recommended by the manufacturer for the proper application of the ceramic tile; Grout all " the surfaces sealed. Fite caulk all piping and other penetrations as required by applicable joints. codes. Use special non-expanding sealants around door and window installations. Und1rlavment: Provide a resilient underlayment on the floor system prior to the DOOW, WLNQQWS AND GL.A5S installation of the tile. " I Wood igteriar Doors; Masonite, solid core, 4 ra' ed panels and full lvavfd wood cors _Crtmic Tilt: Providean allow:snce of 57.00 per gqugre toot installed for ce' rsimic tile to he per; selected by the Developer/Owner. Submit samples for selection. Eximor Vinyl and Glatss Doors: Vinyl, sliding glass doors By Simonton or equal, 120 M.P.R., impact rated, -CARPET " Provide an allowance of 530.00/sq yard installed including pad..Carpet and pad to be Front Entrance 6021X As selected by the Owner/Developer, with tempered insulating 3ele-ettd by the Owner. Provide all and strips and accessories. Installation shall be of the glass Provide an allowance of$1,500,00 for the total assembly not including installation, highest qu.xlity with as few seams as practical.Assembly shall be 120 MPH, impact rated. G1Yl'INQ s."CAINCNG AND �?l�`j�ti�IYtiC ar g� f'D2pr: Galvanized steel, sixteen parcel white pre-finished with electric op,.rsttor, - - jamb and teyo remote controls. Provide lifetime warranty. Assembly shall be !ZO MP1•I' impact rated. �'ii.rJin t . Benjamin Moore Primer and Z coats of+ 1 Benjitatin Moore safety white high glass mildew resiatstnt enasrnel for xll.trim. One coat of primer and 2 cot►ts of txttrior latex , mildew howie pstint for the 'sitling. 1�yuhlr�i�utsg Windows, end Fixes (�11s.ss; " Simonton or equal, single hung, and flied with muntins shown and insect screens. lnttrior Drrwali: Btajantin ;Moore primer Sealer and 2 coats of Intel Regal Wall Sstita, i Witndows shall be 120 MPH, impact rated. " In rior Wood Trim, DwM Qkaing and Sg5ir. Benjamin Moore Alkyd enamel underbody Mirrors: Mirrors shall be /, inch polished plate glass, full width of counter topand from n+td 2 coats of Benjamin Moore l+npervo Enamel. ithe top of the bstcksplash to 6% 10" high. i Analicati4rn_and Responsibility: The Painting Contractor shall be responsible for sanding EMU and preparing all surfaces including puttying all nail holes,and caulking all joints prior to thea Application of primers windpaint. " Provide and allowance of 51,500 for finish hardware. Installation shall it be pp 1 { fl*%0'i 111VITE ft z allowxnce and shall be installed by the Finished Carpentry Contractor, F� ; �i ('Q2, >tr>trr agsplrs. All colors shall be stitcted by the Owner/Developer. CIE ••. Submit sarnpies for 3tiectio113. �JP,. `C� 'y d's i�rt '�, ��t�titt17S1111 ,, . 1 NEW DATE E T'' O STORY RESIDE � ORGE BULL JR. .'ARCHITECT .: SYLVAN DRIVE T0WNH0MES, LLC w- OWNERS 180l SEVIL;LA BOULEVARD,; QUITE 3 JID ATLANTIC 352 FIFTH STREET -- ATLANTIC REACK, � � EACH, 1FLO�.T�� ���3� ,ASH, FLO���I�A TEL (904) 246-4469 1 Provitle recessed Wssitcr/Dryer connection box. 5P Li . r�. �TA Us Kohler or.equal complete w/faucets aeal To ,�c�sOnks. accessories. . . 2—Medicine cabinets in M. Bath, 1- in Bath 1 & 2- in Bath Z Rheas 52 gallon donbk tiemien1 with Wre relief valve Water Head 1 1 .Paper Holdeir,ceramic and drain pan. 2--Soap Dishes Sbower,ceramic 2--24 inch long Towel Bars, ceramic . 2—Stainless steel,36"long Handicap Grab Rails ini Bath 1 SCR_EENFD WKfi IENGLQ,SUU i M i osat naz Provide and install white vinyl shelving. The screened porth enclosure shad be provided and igst"04 1100112 X 2„,White baked on aluminum square tubing with roll-in vinyl screen attaching method. The screening slsall be EQU MENT gray flberj&ss insect screen. Provide matching door with lock and closure, j nSW Provide an allowance of$3,000.00 - Range VENEER EXTERIOR WALL SURF-ACES { Dishwasher ��.._ i Disposal MicrowaveiRange Hood Wood Veneer exterior wall surfaces shall be Hardie Board,horizontal lap wince of$2 000.00 installed, siding maximum” 6-inch face exposure lapped per manufacwrer's'; unri 5ystetn: Provide an alto specification over.minimum of one layer of Tyvek or equal vapor barrier , Y num System: Provide and allowance of S2,o00.00 installed. membrane over the structural sbenthing. 'The nails shall be stainless steel siding nails and shall be of proper length to penetrate through the Pr&idc and install Majestic or equal, gas rear vented unit complete with aq sheathing. The application Of the siding; shall be in 'strict accordance: with " a�ccessorita. the Manufacturer's printed instruction manual for exterior walls: The siding and application shall be'in strict accordance with the Florida PLUM G N :CES¢i FIXTUMS Building Code, Exposure Category "C", Wind Borne Debris Zone. The Moto; Contractor shall submit to the Atlantic Beach Building Department any I.. Comply with all applicable codes and ordinances. and all information req-uired by them to substantiate the required product 2..All fixtures are white in color. I X All fixtures speeified are Kohler. and installation. 4. All piping shall be PVC. 5. All hot water piping shell be insulated. METAL ROOFING SYSTEM t r h ! lum r' r a ra 17"12j 1c and quick-couple f r METAL At adit on the Sc .tiled Porch. The metal roofing system and membrane water proofing underlayment shall meet and be installed in accordance with the Florida Building Code, Section jcr Bath Rath 2. LAvatories-- Integral with top. Fittings,Alterna brushed 1507.5, Aluminum Zinc-Allow Coated Steel (Galvaumt) ASTM A 792. 24 gage. Use 40 milt peal and stick (ice and water shield membrane)' Bath 1, Powder Room chrome, lever handles. . waterproofing underlayment. Roof pitch is 5/12. Installation shall be in strict accordance with the manufacturer's instructions and shall meet the requirements of 120 MPH (3 second gusts), Exposure Category "C", Wind Toilets- San Raphael in Master Bath, Wellworth K3520ED Borne Debris Zone. Submit to the Atlantic Beach Building Department all in all others. information and test data to support these requirements. Shower & Tub Fittings - Alterns brushed chrome, lever handles. 4tn: Sink-Three compartment integral with top with Coralis K-15172 compete with spray nozzle. _ r i ROOF COVERING — ASPHALT SHINGLES DOORS, WINDOWS, AND FIXED GLASS UNITS , ROOF SLOPE 5:12 1. Materials Installation of the window and door units, and associated hardware, shall be as specified in the manufacturer's installation 1. Asphalt shingles, underlayment, flashings, valleys and drip edges, and directions for the 120 MPH (3 second gusts), Exposure Category "C", 1 their installation, shall be in accordance with the Florida Building Code, Wind Borne Debris Zane as defined in the Florida Building Code. The Section 1507.3 Contractor shall submit to the Atlantic Beach Building Department all 2 2. Asphalt shingles shall be fastened to solidly sheathed decks. applicable manufacturer's information and test data,to support these 3. Underlayment shall conform to ASTM D 226, Type I or ASTM D 4869, requirements. Type L Underlayment application shall be a-minimum of one layers of 2. See Design Pressures For Openings, Chart felt and applied as follows: Starting at the eave, the underalyment shall be applied shingle fashion, parallel to the eave, and lapped a minimum o2 inches and fastened sufficiently to remain in place. OVERHEAD GARAGE DOOR f. 4. The asphalt shingles shall match the existing and shall have self-seal 1. Metal overhead garage door shall be as manufactured by Overhead strips or be interlocking and comply with ASTM D 225 or ASTM D Door Company or equal and shall meet all of the requirements and 3461 structural design pressures for materials and installation in the 120 5. Asphalt shingles shall be secured to the roof sheathing in accordance "C" with the manufacturers recommendations and test data,for 120-MPH (3 MPH (3 seg v�tci gusts), E�cpc�sure C:tt Gory C Wind Borne Debris Zone as defined in the Florida building Code. The Contractor shell second gusts)Wind-Borne Debris Zone as defined in the Florida submit to the Atlantic Beach Building Department all appli Building Code. Fasteners shall be galvanized or stainless steel, cable minimum of 12 gauge and .shall penetrate through the roof sheathing. information and test data to support these requirements. 2. See Design Pressures For Openings Chart. The Contractor shall submit to the Atlantic Beach Building Department all applicable manufacturer's information and test data as required to FRONT EN'I'12Y AND PEDESTRIAN GARAGE DOOR meet these requirements, 6. Valley linings shall be installed in accordance with the manufacturer's 1, '1't, e doors st+,.ell be shall meet all of the installation instructions before applying the asphalt shingles, For open requirements and structural design pressures for materials and valleys, lined with metal,the lining shall be minimum 0.024 aluminum, installation in the 120 MPH (3 second gusts), Exposure Category "C', �l '16 inches wide minimum. For closed valleys, covered with shingles, the Wind Borne Debris Zone as defined in the Florida Building Code. lining shall be one ply of smooth roll roofing, minimum of 36 inches The Contractor shell submit to the Atlantic Beach wide and complying with ASTM 1970. Building Department alt applicable information and test data to 7. Drip edge shall be provided at roof edges and overlapped a minimum of 2 inches. Drip edges shall extend % inch minimum below the sheathing support these requirements. and back on the roof a minimum of 2 inches. Drip edges shall be nailed 2• See Design Pressures For Openings Chart. not more than 12 inches on centers, a;- *�� r c� -. G6 BVD'• ^; 1, ?7 . . ij% 11 NEW STORY RES� ENE DATE` GEORGE I3IJLL TWO �R ARCHITECT Q 1.804 SEVILLA BOULEVARD, SUITE 3 SYLVAN DRIVE N ---TOWHOMES, LLC OWNERS � t � U ATLANTIC BEACH, FLORIDA' 32233 " 352 FIFTHSTREET ATLANTIC BEA ,K FLORIDA � � , "1 . (904) 2464469 • 04 247-28-16 ���� � ,► ell � �, �jif I _i►• ,�i:iii �-�� _..�. �. oov-ua r u 13 �i,c�b H c� v ,6,f G -1 �o C ►,l 415� A� � 2• � 4 � 2 3 0 0 � +�s N � �� w�-r� U-5 I - 1 5 f 1Jk, hK( • op + W. (5 k I � � � ��� �. � 11.1 � �•.� � = '` n � � � � �4 � 61T%v Ci I" to x � � ►� Viz) 1.- � � � � � - � W . ra$ CN 2 -363 0 Mau 4 r�u 41 00 1 � ' r � 4�•� +rte rte•• i , -fit An • - , � •may`.• �: , . ; y . A , Y . Q colt • �� , � � . I � ! � � ��-) x� GL �� �l 1. ri � - w . I . {. .._ ;._ `•' � ! + ! 1 a - �c� �- � - 3 Y .� t , �. 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O I 0.6254 X 3.25" } Y loft ZIAZ • :. �r � / / / lilt / r � IM 2C B EM 160C EM40 ;� tit :s-•• � �. r • Q.75'X 7' 0:76" X 3.5' O.d57t" X 4,125" ORO �I Y , r I • ev . 1 J - ttftt w ............. p� 7—1 7 W Alr AF 1� 4 ._ ._, w .. . ... . . .. .. . ... . . , ___-_:__.__.---_ •_��..._..-_.�._.-..._..__ �' �,,,, ,�►� -- - 5 l ( ----__ i � 10 ......... • M � ax �� � ZE AIN ZT, Li Irk sQ ry H/ �74 NC) tfz 114" IlzJV '� 00 ... _- . . N --- �L V�•�"" ! � cwt M �' �� �„ �?, aim Lo -•._. _.-. ---•----. -}- � ! � ( 1 { ` ` � , � j •� i. r rte, rte, ; p C� ..........:...., : ----:�.��.�._:=_�:=., �--- •'r_ --� �j �,p ..._-.w..� :�.-W��._.w.:�.;.:�_.�::•r::.w::': �. •ham . oe 71 A0611100 - �.� �� __�___..�____.--� s� _.. •�� • ••:_ _.���:.-::�: . • -_. ___ _._ X50 =._,-_------------ W_._._�._- _ O � - _ --_ ,tow ENO tx _ FLORIDA BUILDING CODE, 20101 DESIGN PRESSURES FOR OPENINGS VIR3101r 1.01 I YV1nd Velocity(mph) 120 Cornpanr IHWAMMMM knparirnce F.c1or 1.00 Prepared By IG.BUN Exposure Cetelory C STRUCTURES Client Marne IHsmihorVRoas InlarnMean j.►t± apressure (ft) 2Q iNTERNATONAI,ILC Job Moc►tpnon 16W.Hw" Wk*v Wkhh(M) 35 Std St.AS,Bch. GBulk"Length LL -� �- Roof 3lope '1( x1? t ,Fob Number hF+xmiltoNRoss . ; r= ti .ai l.i'� 'f } d*�' �{' di, ..� .•^. <' 'i •;�"'•���i•.,ll.�`9:���',�'�fa:�r'k � '��'• � � �:� �' /4•I MARK DrdCflN>TION ZONE ELtIV. M WIDTH M HE?OHt M PRE&SU"foanp} s a .. . -- _. — ` A Double 7 ] s 34.1 a7.7r�ry B Fixed Gtse$ 4 a 3 3 31.2 J01 r C Ftxed 012" 5 9 2 7 34.1 D Fixed Glesa 4. 7 3 2 36.2 at.2 E Double Hung 4 19 3 a 14.1 G��1� �� F Fbced Wsee S 20 3 3301 -47.2 �. 0 Fixed Glue 4 71 9 2 33.0 ae.0 1 Front Door 0 .3 e.67 11.7 ae./ 7 a ae a3 aoar 4 a 12 a ao.t a3.e !, _-_. . ..-.� «..._.. 4 S#dft Glean Doan 4 a 8 a a Door 10 4 a 11.0 -34.03 8.07 13.7 -XI . 7 Door 4 4 1a 7 21.7 a2.1 alwt Gpna Door 4 1 d 0 0 . 71.0 -34.0 �( 79) IT) - �, • ' Iii 5C ; .--._7 __.. -�. ---_ _ .____ — ....__ Wall I.S jil wlatlt or Edi.Strip(a)Insiat■ 1.$" „� ;'•f,`: ` C7) :r MamllbrF't0ee Soca.Houa.% (`tin• i r arm a. ..-- - G �,`•,` • . , vhf. � •r; � �� - - - ; �-;�-. . — --- __ ,IA - ENO 0 41 A7as • M 1" � �� ��'► W a4 v - M 240 x. 2-A Y4 �..� w �G Lo`p toga ol�� 11lad � � T W E oGt G- 5;0 ILI r1t10j p p � [o x 60 pot, . I Ov Il � , 9 I f ad 3ol - o wIN • - � + , 'ell qo � � Oil ENO G ` . - { 911 C4 CA ' 4 i a014 • t i I # W {It F " ► . CIA / Z i p01 • (� I ff 'V t ON I ax 1 x d 10 ^. r-o ,7w � w,. � ~ . _ r. ►..� WOOD ROOF TRUSSES Design Criteria: 120 MPH. Ex Q urg Calm c find Borne Dehiris Zong _ T218111 Enclosed sftacture �.va .. Style to be Standard Type, S in. /12 in. pitch. �ySZ The Truss Company shall supply to the Contractor, Certified Engineering Drawings,indicating all loading and wind uplift along with the required truss straps to meet this criteria. This information shall be submitted to the Atlantic Beach Building irtment for thy. u sets the Building tr�ten '� - purposes'. Furnish the required to e g ,... � .("4 permit purpo two sets to the Architect for approval prior to the fabrics on of thQ., r - 1.L • w 7 `� -J. X. l IN X . FOR µ [ ,� r P-4 •. .. .. . ---^'"'_ �( •1 •111' ' r I R' I n ii �^ ' \ �� t �� i' !• i ,, ;i i� }fit± ' !� � � �.. � � • �/ � � h i ), t� '1 is 1 •[ '\ i r; .. 1 -� _ . �•... - .. ------ - •--- `! ! � � �I i ,• it I .�� 4� �{ ..._. . �� ; ; t i � 4 � , r I� �� r { • ,t Y C�4 WOOD ROOF TRUSSES Des(g' n Criteria: 120 MP& Exaosure Category„ C. Wind Borne Deb 's Zang ® � Totaill_EnclQsed strugture . • GAN711EY�1� Style to be Type, 5 in. /12 in.' pitch. l The Truss Company shall supply to the Contractor, Certified Engineering Drawings, indicating all loading and wind uplift along with the required truss straps to meet this criteria. This «rar�aaaa C•'$ information shall be submitted to the Atlantic Beach Building De!partn ;l Wr permit purposes. Furnish the required sets to the Building Depanrtme9� • •.• /,�, two sets,to the Architect for approval prior to the fabrication of-tth��t a : ED . , _ � •, ; ,Nay � � .� IZ coo �74�1 � j' 9-3o.OAT lewl:,.� Mr2V1r ( ` G 0O.r1" ►r-1 ,�u1. Soort' 1��_k� b ? k91?/-:f t N5111.- - f�LLA INA4WDW e, 14 . p I - �I I•I L�x11��7 �I.� �Ihl�i ���1 .. ._._�_ r ��� �_----I _ __ ..f- - rWr �I fir��r, 3/�.I► pl.�°dry 6�'Ua..u1 1�(���,, ��� _ p 1', 2x2. I� C,r'y _--___. ._ � � ��� � ; gl,ds H IN C _I____...­_­_______. . : p. 1'', �x t o :�, t~�. �� .__.. _._.--�,, �_�' � • � Hyl d�� � � 6s�� TIN' + � n L i ZU Lo(o (,L• 4 I� 211 _ ` moo/► I/ oil mo po CAVE .W( f 5 WTI roe ' ` Z,c► � too - ._ _ .. ..__ � ...�.��.._ �, � � ,�� CJI� • / C G r. ..! - I /S . ► . 13 1 . I C7► d S ,fis A� �' STRUCTURAL NOTES AND SPECIFICATIONS des:. 1Floridade, ACI, ATIC, AWPA, APA (Latest Editions) . •Co rids Building C • AWN 2. Live Loads' Live Load Top Li T rd--__---30 PS ` ' Root Cha. F n,; Floor Live Load—_----------------=-60 PSF 3. Wind Loads. (120 MPH), Exposure Category "C", Wind Born Debris Zone { 0 . Basic Velocity Pressure----_M_ PSF ��1 , �_. - , Uplift -34 PSF 4. Materials: - ,� Concrete: (Normal Weight-- 28 Days) - 1 f Slabs on grade and footings —3000PSI " Reinforcing, ASTM,A615, GR60(Lap 30 bar diameters) . 2x 10 Fiber Mesh Slab Reinforcing Hollow CMU: ASTM, C90, Type II Masonry Mortar, ASTM, C270, Type M Fat . Lumber: Wood construction in accordance with the Florida Building Code • / 'r 3 - r Studs: Spri,crPine, Fir,MC13, No. 2 _ -.4 � Plywood: 518", APA, CD-24% int, with eiterior glue (CDX) or Engineer d o Approved equivalent for roof sheathing., 7/16" for wall sheathing. OSB is atn approved r 611 equal.Ple _ t •' Nails: SD (a7.6 Inches on centers of supported edges (in the seams) and 8 W �U � Inches on. centers at intermediate supports in the field for roof sheathing., Reduce the 5 PP ( � ) f3•� or spacing to 4 inches on centers around all openings. "�. Framing Anchors: Simpson or approved equal, zinc coated. q Wood Trusses: Provide Shop Drawings, signed and scaled by a Florida Professional Engineer, .120 MPH,( 3 Second Gusts) Exposure Category "C", Wind Borne Debris Zone. r{.01`•(t i'wr +y p < r' GvN `u —/ Allowable Soil Bearing pressure:---- 000 PSF I t " S. Temporary Bracing: The Contractor shall be responsible for all temporary !bracing that is required in the new construction. 40fuPV, ro MATPO'drll l r WOA 30 051 crrG�. T�_NL; K Ulu—I r go 6dis 100 LO rTl 11.d s • I � f � N. �~ }►1(�N�t�l"j `�{ ��r' _... , ���.�� err . �� • t r I /� 1 •• t I 1 . �fy �. •I� 1 II � I� �1�- 1 I!� a a o 0 0 . _ _ µ_. _ _ o o � .. • a • � ( �'. l:.Cit t��:•�_.. _ . _ .... ----• ---- - ''}''`� --- --- IQ i . w.,...,.. j._:_ ...... .�.._.l � - - �` u G� GSI � •� , . . ( � � � 10 Fr- % 07 I - - -- 1 a Vill Li 47 j f " V4 cl ? K- -ro 16� I ( � �, l..l..�.t 1til E'1 ! ;� T �. 1.� a .� ..� f , s � AIR. CONDITIONING. NOTES " I. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. CO-ORDINATE ALL WORK WITH OTHER TRADES. . 3. PROVIDE A CERTIFIED ENERGY ANALYSIS AS REQUIRED BY THE FLORIDA ENERGY CODE AND ALL LOCAL JURISDICTIONS Q 4. ALL NEW DUCTWORK SHALL BE FIBERGLASS DUCTBOARD. + S.�.ALL, REGISTERS SHALL BE WHITE PAINTED ALUMINUM, �q 6. PROVIDE THERMOSTAT AS REQUIRED FOR NEW EQUIPMI'aNT 7, ALL WORK SHALL BE PERFORMED BY A QUALIFIED AIR CONII ( Vp� aaa. .. CONTRACTOR. - .• .. `•�/ "�- ry $• . SHALL BE NSIBL, , �R • . ' THE AIR CONDITIONING CONTRACTOR HA RESPO - DESIGN AND PROPER OPERATION OF THE SYSTEMS. ' � 9. THE AIR CONDITIONING SYSTEMS SHALL BE SPLIT SYSTEM HTi i I FT- EQUAL TO CARRIER OR TRANE.. THE UNITS SHALL BE COAST EAR COMPRESSOR WANRRANTY, SU BM M DRAWINGSAND BROCHURESFOR APPROVAL BY, 10. , ?� � '• .. ..,•`'. o l.� F.I.T+'f'T�'itTC`A i. �Y .A tv A tv'v n�an�•renter ,n.,.-ase •...-.r., . ,.,.-....., .._....•� ,.,._ t • ��. Ccs►� � �.rto '' �. '. �,�1 •. � � a �"" ; oil 14 E G� V -•r.9 �' Cl � GLj Gill• � ci f ; )SQA u dap G Ej 6E4L.1 44 Oct IT ILI ..� - colt 00 Pw . E Vt 10 0 -- ----- 0 ,10 rL.L FL 0 II �- 44a I , 10 CN *40 tri v` p�.ut~Ir I ---__ I "+ . r_ 01 41 I OD �. 02 CAV IL U ,OTI 114 or ' S 0 -r 9. 1 -- - . 0 Z . ELECTRICAL FIXTURES A—Progress P87-AT, recessed housing with P8082.28 trim and 1-100 watt Par 38 hump. + 8— Progress P87-AT recessed,housing with PM8-21A "Alxak"reflective cone trim Bund 1-75 watt a lamp. Par 38 s u h WL-28 shower tri . C—Pro�rese P8.7-AT recessed housing with P8072 o cr m and 1-75 watt Par 38 lamp. D-- P71 2-60 surface fluorescent with 4-1'34T12 lamps . . . - Progress s c P ores 1 s )E - Pendant Fixture to be selected by the Owner. Allow. S150.00/each F Porcelain k i 100 watt 19 lamp. . — Porce n soc et with 1- tt A- am 7'-0" 001.00 each G —Wall Bracket mounted as above finished Moor., Provide an allowance of$1 ch to be u Ow selected by nes. � » ELECTRICAL NOTES H—Walkway Light. Provide an allowance of$100.00 each to be selected by Q �• .;� { �� 4y,;. .•• :�� mow': 1. Comply with all applicable codes and ordinances. SDSmoke detectors shall be white lactic. y� . ',:*. ,'+ •• P a �' tis• � Gf+ �. 2. Supply,install and lam all fixtures. r � P Exhaust Nuto y • 3. All outlets shall be smooth white plastic. Switches shall be smooth white plastic,decor type, QTS •. . trans. [Til Vi F1 toggle. _ O , Rnels service PB--Nutone PB 18L 4. The Electrical Contractor shall be responsible for sizing all circuits,wiring, panels, , f Chimes-Nutone LB14 built in flush. and all other electrical requirements for and shall co-ordinate his work with all associated C „ 'r r•• jest. , , �� � ►. _ trades during construction of the proan allowance 100.00 per fan to be inetclled�fyyt � , • S. Electrical service shall be underground. - Ceiling Fans—To be selected. Provide 11 of S fns all fnfi•rn■ rrnel kz urri •rhorl"lg' inrlir�finn *11 Electric*1 Contrl+rtor. i�.;J; �� e-, P-4 AD tit 'V� 0 /1 --_-.- - - LU Vs- GG L I �i bN Qhs b r. w a _ - _ Jo OT c4f 28 AL (lit �. .. ....___ _ . ... ._ o .LI - f I lit Ito � 4^r F ��