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W 1' ,,. .. ,. y� 1 s _ rti• .. r .. .... !. - 4_ .. - .. .. �1 _ - .. �! • ., r , .. - , - r , , _.- ,.. . 0 ... ... ..ter,..' I , e.,P .,... r e, r. r - .. .. <. .... . �,. ti Y i. „ . ,. .. - _,.. t n_.� ." W I I � � � . ,. a �� . . __ 1 - - — �- T e' 1 - I . . . I tf I 1 W . f . f (l G riy �'ti I 1. I ' I I V1 b+ :(� ` l e V �' .. - \., • ,: ,.. .. .. ( .. - r , .. - ... 4 . i , I A , i a, o i SO So l a 6 u o ��._._.._____.---I- ---.-- �. :: .., .. .N . � i . „'. - 7 1 . - ! r • � ....,,..leer !--- _ w I -r ' _-- ---__ --_ — _.---_-_-.___.-.�._.-_ _w w.�-:____ � _ � . .. S. - __� f F ! r . . _ . . 1 �� . _, - 1. _ �� 1 . �. �r : : FLORIDA BUILDING CGDE, 20©'� DESIGN PRESSURES FOR OPENINGS - . . ., _ vlfiRsloH t.ot . . . .- , j k . _ min tanc Fac6orh) 100 Prepared By CB.Bull .. parry Hfamtlton/Roes Exposure Cabnory C STRUCTURES Client Name Mhmlttgn/Ross �. Interrlrl Preesurr Co+fliSlent± 0.18 INTERNAT)CNIAI,LLC Jab Oescrfpdon S;pec,Houee , Mean Root Haight(tt) 26 5Rh St.Alf.Bch. . Building Width(R) 35 Y "�� _ BulldirgPe (gtf13)) St O Roof Slo l06 Number HtemiRan/Ross R - N - 5 • Gw . W MARK DESCRIPTION ZONE ELEV. h WIDTH M HEIGMT 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 .._T�.� _—_____ _ - 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 k1 fc Oeubls Flu 4 19 3 5 34.5 .... .. ._,..__ _ _., F Fixed Glass 5 20 3 3. 36.2 -37.2 �1 r ► - ; ..''_..___».,, _ , _. .._..> ,._. �_M G Fixed Glass 4 21 9 Z � [,,, 33.0 aA.O [^ _.., _ 1 Front Door 4 8 3 8.d7 33.7 X8.6 - _____--_ ____ 9 6Bdin Glass Door 4 6 12 8 30.1 -33.0 �_� _ 4 5Adin 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 ax.7 Q �.* _ _ - _ __ .�� - . _ . _ — a �l>ai Glass 000� 4 1a a e ,�.__ ----_-T _- _ rt u. -..-.-^_- _ 31.0 �L.0 �f w I -.-_ --.----- — � - •• W _ - - r 'a . loth - a �7 r, + .. D a. � V' S x y , . .. (fes ... - _-• . : w - - w > - . t 1 I J� ,, f, ♦ rr . o . .,•� w, Width f Edge Strip(a)in fral x ' '.. "e .:�+ . . . V f i 0 Fi r 1 l i� . _ . r, w r .. i 5 Q 4i 1., ': .� ` .r . }. ts� i�•� 1 J ~' ti _. _ .. ._1. .I�,,.�•�•. _ - "' ry �.� 1 T .. x ,,, .ne:'. , P '� t, �. .. . . . . . . u o 0 4 � - - f t .... x. , .. -•. - _ I f t -�' r�r.` err y ry , r ... 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. 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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� �' rq 3'/4" - 3/4" 6Y654LL WALL [NLFT . SWIMQUIP N4 _- rr� ---------- 1q,To 36" y �_ e •n h" CARRIAGE BOLT (TYPICAL) UE 4 7/9111 _ 1�4" Q ig1l� I 1— u e WHITE NE0PRI-NI- c1A. 4DIA. r �- !° I 1.13/8" SPECIAL * 1 _) WASHER (TYP) A _ _ 5/8° _ _ 1` OPENING -- IQB i8 I •�STEEI_ WASHER I` ti I � 1 I (TYP) DIA. p1A. 40 EPMAY'. 3/4" I BODY `p-Acii LATE e 7 Il E PLASTIC SNAP-ON CAP �I '1SCU-WS POOL �-t,TYPICA WALL • •'4 I N /a^ T, �I %&STER D� I-+ 4�1 SH FLAT WASHER (TYP) COL LOCK NUT(TYP) I r 9 D JO NT _ •�+I + • CbNCI?ET6 TILE G¢C)UT CONCQ`"TE TILE G¢Cri-17E - I Oi i IWS&QT NOZZLES SKIMEfL M _ ImE- 5KI1v1ME¢ TILE --�- -_ EYEBALL INLET FITTING �� o .Q a C v V n 5/8" 0 TRIANGLE ANCHOR JIG ASSEMBLY ' MODES. A 6 C D E ` B ��aaLTAR c�e�a_RaI�., / ASB-4'0.3 4' 16" 12" 2" 9" SWIMQUIP NR34j'1- DETLIL—A DC-TAIL-5 ASB6'03 6' 23" 24" 6" 10'h" . ...-_.._ t" VC-¢Tlcph 6DJU-5 KAUNT Cr- I" � n1 , - _ 174---_ m 4 ASB-8'O-3 8' 38" 24" VIDE O.D x .049 wall cov M T c a 9�L ° DIVING BOARD- F. Tvv��3o4 tiY. STt~. MISALIGNMENT_ _S9n° 73 � A J1 M ,7 812. ANGMOR i8 �TYR> �� DECIL 4 I •I :, \ \ W.L. O C DECK .TOP OF BOND BEAM I I 6x6"TILE 9 I m 4-O MIN, _ �OL J INT- ❑ (TO JUNCTI N 1 l; _ a I �— 1p4, �, °,• .,.o.� ~,D WATR LEVEL .i i� ,/ / /� • � i91 • a B u � � z 0' I IIx sa Y I I I In o• t / OPEN 1 N C•; r i I P07rING CoDUMP GRO �0 caNce�TE— v ( i, 1 _ !9"— ►— RECESSED STEPS €cQ LI r`e - 1 1 4 p I TO PUMP -SUCTION _ __ PPL . . d i LP.5. CQNNGCTIONS _ 1 4:. I QAIN LINE-----+rl I III a 9'VIA. ivf 1 n I ° f 4- �� STEEL BARS o S „ I AR011NP. LIGHT w11GNE 9u I EACH WA,-(T ,) --Lid 1 --L _ -- a O, 9"6 U-3 BEAM SKIMMER q 1 I • 1 GRAB RAILS INSTALLATION UNDERWATER LIGHT EIN15L•IED - a POOL FLOOR 6" DIA. — a fzA1L -- STAIN. STL. 1.90 PIA. k .044 WALL i3/till - I • FRAME r �'" `"I%•'"""� s CAP SUCTION •SINE I I WEDGE ANCHOR•-- SWIMQUIP* A02.L POR pRE$SURE TEST, ESCUTCI-IEO1�1— SWIMQUIP"4510 -- - ALLEN SET Si EW AMEN SET SCREW I11 I I i , „ I Ih 4 -- SUCTION CYCOLAC SUMP BODY !'/2" LRS. WYDROSTATIC REL16F VALVE SWIMCaUIP N2100468 `� n)):7P r,.��n, \1 4" WATEZ LEVEL ' annr \SIIaO ra itKIP, Ph"I.PS. COLLECTION TUBE I � 3O, o SWIMQUIP N4 7017-57 { i8 x18 x`1Q GRAV6L SUMP _ RUN 8"x8" DRAILIS TO ALL r WET SPOTS-GILL WITW 314" f � 0 0• GQAV6L. "' -. MATERIAL SPECIFICATIONS Q I, Bross body, siairlieu steel working parts, tough siliconer"y u66er�diaphh m and disc. 4 5'1 BACKFLOW PERVENTER r i / i RD. MAIN OUTLET HAND ' RAIL STE_ S WATTS ' *.8 *G Htlpt ELUNMit4T 111111111XVICK PRCI PO S ED m tsji _L 4 S. ITE 1 MAIN I RO ST 'REET AD i PREPARED FOR WALS [mm,11`1 INCIA L�j �.• ':il -...1 �- SSISI LANE J ,ni.I a I N PROJEC T n� — ,:_', LOCATION � INDEX IC.) FJ �_ AN ` R E V I S 1 O N S - - --- - - - i C, DUMN RD. Atlantic Beach ` NO. DATE DESCRIPTION SHEETS (\ \\ �� CID NO, SHEET 1)�:`(-',RI f-10N 73 p� _ --------- - - LEVY ROAD ieu 1110 C�• � od❑ (: �VF ? �i,EF_ reeoF PLAZA Sf n �. . . no I �D MAS rF. R LLGLNU ANIS NO I i 3 GEOMF � a cn IoQI ' PAVING, DRAINAGE, N ? ?F F' er SF VvE f? PI.AN 5 PAVIN(',) DRAINAGE, WA I FR & SP/t/M OF FAII S -_ U �__� ArLArITIC BLVD ��C��J C�� 0 V E D• — Chicopit Ba v0 - rio_C�ee�y dC'J� ►P P R �\C 00 ; ( _ G �� I CITY I ATLANTIC BEACH p1 �d�Q - \ 9U14DlIUC3 GPPiCL l 00 eptune I Beach ❑Q`� L/ . .. SECTION TOWNSHIP RANGE ` y: . 18 2 SOU TH 29 EAST APR 2 8 2000 JACKSONY LLE,,, FIRE P[ZEVE�I�r 'o - --- I N I T Y MAPDIVISION 'q s . S C A L E N T S 11EQUIRED BY FIRE MARSI-IAL, CALL IHE PLANS REVIEW ~ PLANS PREPARE[ BY : OFFICE AT 630-0969 r, , i i;0 L BUEME ENGINEERING, INC. J.ti RECEIVED 0 1857 WELLS ROAD, SUITE 231-C • ORANGE PARK, FLORIDA 32073 2 f► 2000 PHONES (904) 278-7677 FAX 1 (904) 278-1142 city of AilGn:ic Beach $� Rtillding attd Zoning ENGINEER OF RECORD MICHAEL J. BUEME, P.E. Ci CADD PAkrI'NER FLORIDA P.E. No. 45825 CIVIL DESIGN / CADD 'TECHNICIANS TAu'PODESK / SDFT]7ESK SUPPORT GEORGIA P.E. N o. 21242 c � � � � T T � D . 8596 Arlington Expressway S Suite A -n; Jacksonville, Florida 32211 F E E_3 R U A P Y 2000 Phone & Fax (904) 727-0047 tll MASTER LLEGEND o GENERAL SITE NOTES m 1. ALL BOUNDARY AND TOPOGRAPHIC INFORMATION 'SUPPLIED BY TRI-STATE LAND SURVEYORS, INC., JACKSONVILLE, FLORIDA, (904) 731-7235 EXISTING PROPOSED EXISTING PROPOSED � BUEME ENGINEERING, INC. HAS NOT CONDUCTED INDEPENDENT VERIFICATION OF THE SITE BOUNDARY OR TOPOGRAPHY AND HAS RELIED --� ON THE ACCURACY OF INFORMATION PROVIDED. 2, WHENEVER THE WORD "ENGINEER" IS USED, IT SHALL BE UNDERSTOOD AS•REFERRING TO BUEME ENGINEERING, INC. PROPERTY BOUNDARIES SILT F=ENCE - xx �c d ao 3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY. N EDGE OF PAVEMENT - -- SPOT ELEVATION 4. RADII IN PAVEMENT AREA ARE TYPICALLY 25' UNLESS OTHERWISE NOTED. 5. ACCESSIBLE RAMPS, SPACE AND SIGNAGE SHALL MEET ALL COUNTY AND LOCAL GOVERNMENTAL REGULATIONS. ROAD - - - _. _...._._..._ . __. .. REINFORCED CONCRETE PIPE LLj z 6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JkJRISDICTION OVER " r THE WORK, INCLUDING ALL PERMIT CONDITIONS SPECIFIED IN THE PERMITS OBTAINED FOR THE PROJECT. ROAD R/V�I ___- � __ - CA SCh-I BASIN ---- -- � � 7. DIMENSIONS SHOWN ARE FROM EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. C,4 �., DRAINAGE DIVIDE MITERED END SECTION _- 8. ELEVATIONS ARE REFERENCED TO N.G.V.D. Ll 5 �o 9. LIGHTING DESIGN AND LOCATIONS TO BE DESIGNED BY OTHERS. TOP OF BANK • - SANITARY SEWER MANHOLl'-. - - - - ® U)1,1J o � 10. ALL CONCRETE FOR PAVEMENT & SIDEWALK SHALL BE MINIMUM OF 3,000 PSI CONCRETE WITH A MAXIMUM SLUMP OF 5". SANI_r-ARY SEWER LINE .� --------_ .. . �y oc�c 11. CONTRACTOR SHALL USE DIMENSIONS SHOWN. THESE PLANS MAY HAVE BEEN REDUCED AND THUS, SCALING OF THESE PLANS IS , + DISCOURAGED UNLESS DIRECTED BY THE ENGINEER. Lij WATEIR MAIN 12. DEVIATION FROM THESE PLANS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER, MAY CAUSE THE WORK TO BE UNACCEPTABLE. 4.(i 15-75 � TOPOGRAPHIC CONTOUR. CO 13. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND TO BE MAINTAINED THROUGHOUT CONSTRUCTION, UNTIL PERMANENT GATE VALVE ` I!N u') 00 GROUND COVER IS ESTABLISHED. r 14. "FREES WHICH ARE TO REMAIN SHALL BE MARKED IN THE FIELD AND SHALL BE PROTECTED. DITCH FLOW DIRECTION FIRE HYDRANT ASSEMBLY X, J CONCRETE PAVEMENT o CHAIN LINK FENCE _x: X-----X----- 4 a PAVING, DRAINAGE AND TURBIDITY/EROSION CONTROL NOTES BACK FLOW PREVEN_�.ER (B.F.P.) -- - � -- ---- ASPHALT PAVEMENT " 1. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF PAVING AND 31, ADDITIONAL PROTECTION - ON--SITE PROTECTION IN ADDITION TO THE ABOVE DRAINAGE WITH ALL OTHER CONSTRUCTION. t MUST BE PROVIDED THAT WILL NOT PERMI r SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. FORCE MAIN - 2. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS, SPECIFICATIONS AND I/A/W 32. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. THE APPROVED BY GRADING PLAN FOR THIS PROJECT.(SEE SOILS REPORT BY AGES) ARE CLEARED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 3. ALL IMPROVEMENTS SHOWM ARE TO BE WARRANTED BY THE CONTRACTOR TO THE 33. WIRE MESH SHALL BE LAID OVER THE GRATE INLET SO THAT THE WIRE DEVELOPER FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. UTILITIES AND OWNERS OWNER AND THE CITY OF ATLANTIC BEACH. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 INCH OPENINGS 4. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE TO PERFORM DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY STRIPS SHALL BE OVERLAPPED. c - TRENCHES LOCATED IN PAVEMENT AREAS. 34. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS PUBLIC WORKS: CITY PERMITS: CABLE LQCATION AND VERIFICATION: POWER_ 5. PAVEMENT SUBGRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF INDICATED ON FOOT PLATE 1.08C. THE DEPTH OF STONE SHALL BE AT LEAST ATLANTIC BEACH SPECIFICATIONS. 12 INCHES OVER THE ENTIRE INLET OPEI\J NG. THE STONE SHALL EXTEND CITY OF ATLANTIC BEACH CITY OF ATLANTIC ERBEACFI MEDIA ON,E JACKSONVILLE F=LE.0 1 RIC T, 4TH AUTHORITY BEYOND THE INLET OPENING FOR AT LEAST 18 INCHES ON ALL SIDES. PUBLIC WORKS 800 SEMINOLE RD. PHONE (�0Q) 227-3385 23 WEST CHURCH STREET, 4 TFi FLOOR <. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233 JACKSONVILLE, F I.ORIDA 32.202 ATLANTIC BEACH SPECIFICATIONS. 35. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO ATLANTIC BEACH, FLORIDA 32233---4381 PHONE (904) 247-•••5826 PHONE (904) 6,52-6055 �> 7. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO COMPLETE LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED PHONE (904)247-5834 MR. GEORGE WORLEY, II MR. MIKE MCKENZIE _ O CONSTRUCTION. AWAY FROM THE INLET, CLEANED AND REPLACED. MR. BOB KOSOY, P.E. _ 8. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM THE CITY OF 36. BALES SHALL BE EITHER WIRE---BOUND OR STRING-TIED WITH THE BINDINGS Y ATLANTIC BEACH PRIOR TO PERFORMING WORK IN THE CITY RIGHT-OF-WAY OR ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. - DRAINAGE DISTRICT: TELEPHONE: _ HIGHWAY DEPARTMENT: GENERAL_ _COI�ITR_AC_F_0_f_<_ EASEMENT. 37. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE _ 9. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY RIGHT-OF-WAY INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. ST. JOHNS RIVER WATER SOUTHERN BELL TELEPHONE FLORIDA DEPARTMENT OF MILLIGAN & SON CONSTRUCTION MANAGEMENT DISTRICT 301 WEST BAY STREET TRANSPO�TATJON 1030 BERNATH DR. WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF 38. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH 7775 BAYMEADOWS WAY, SUITE 102 JACKSONVILLE, FL. 32201-0309 2250 IRE'NE STREET SWITZERLAND, FLORIDA :522.59 LLJ CONSTRUCTION & REPAIR. FLORIDA 32216 PHONE 904) 350-2131 JACKSON\�ILLE, FLORIDA 32204 PHONE (904 187--3134 SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 4, INCHES. AFTER THE BALE. JACKSONVILLE, ( ) - ... ' 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING ARE STAKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED PHONE (904) 730-6270 MR. ALEX MITCHELL PHONE (5)04) 381--8779 JAMES A. MILLIGAN, VICE PRESIDF::NT ..Y UTILITIES AND SHALL EXERCISE EXTREME CAUTION WHILE WORKING IN AREAS AGAINST THE FILTER BARRIER. MS. CYNTHIA MCKEE MS. CARC)L WRIGHT EXISTING STRUCTURES AND UTILITIES. THE CONTRACTOR IS TO VERIFY ALL GRADES AND INVERTS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO 39. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST NOTIFY THE OWNER/ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING TWO STAKES OR REPARS DRIVEN THROUGH THE BALE. CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGE 40. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM MADE TO EXISTING STRUCTURES AND UTILITIES. ENTERING BETWEEN BALES. 11, CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS WATER TER /\ ND SEWER 11 ER N(" TES REQUIRED "f0 INSURE COMFORMANGE TO STATE WATER QUALITY STANDARDS. 41. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE Y Y f1 � l f"'1 L 1 - L BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE - a 12. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF EXISTING GRADE, PREPARED AND SEEDED. SUBGRADE FOR PAVEMENT. 42. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 1, CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE 22. ALL GATE VALVES SHALL BE ATLANTIC BEACH COUN-rY PUBLIC WORKS DEPT. STAN- 13. UNSUITABLE MATERIALS. UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL LOCATIONS AND DIMENSIONS OF BUILDING AND+ EXACT BUILDING U'TILI'TY DARDS. VALVES SHALL BE MECHANICAL JOINT,CAST IRON, BRONZE FITTED. SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY AND REQUIRE REPAIRS SHALL BE MADE IMMEDIATELY. ENTRANCE LOCATIONS. ALL VALVE_, WITH CITY RIGHTS-OF-WAY SHALL OPEN BY TURNING TO THE LEFT. VALVE-S SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI r f1 COMPACTED. 2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF WATER TEST PRES;URE. V, 14. ALL DEBRIS RESULTING.,FROM ANY ACTIVITIES SHALL BE DISPOSED OF OFF--SITE BY 43. SHOULD THE FABRIC ON A SILT FENCE OV FILTER BARRIER DECOMPOSE OR AND SEWER WITH ALL OTHER CONSTRUCTION. BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND 23. FIRE HYDRANTS SHALL BE ATLANTIC BEACH PUBLIC 'WORKS UTILITY DEPT. 5[ANDARDS L� CONTRACTOR, I/A/W LOCAL, STATE & FEDERAL REGULATIONS. THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR AND SHALL OPEN BY TURNING TO THE LEFT. TO THE OWNER OF A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE I- 15. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM 44. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL BY THE OWNER AND THE ATLANTIC BEACH PUBLIC WORKS. 24.[ ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS IN THE SITE BY THE CONTRACTORS: DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN ACCORDANCE WITFI A`JlWA STANDARDS AND THE A rLAN rIC BEACH PUBLIC `WORKS �r 16. ALL SWALES SHALL BE SODDED UNLESS OTHERWISE NOTED. DEPTH OF THE TRAP REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE 4. ALL ON-SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURREN r DEPT. STANDARD REQUIRMENTS. NO CONNECTION TO EXISTING POTABLE ■G.. AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. ATLANTIC BEACH STANDARDS AND SPECIFICATIONS. WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED 'NATER LINES HAVE 17. ALL EMBANKMENTS AND SIDE SLOPES ASSOCIATED WITH THE STORMWATER PONDS 5. ALL UTILITY TRENCHES SHALL BE PREPARED AND BACKFILLED IN ACCORD-- BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE, IN ACCORDANCE WITH LATEST AWWA AND ATLANTIC BEACH. ANCE WITH THE CITY STANDARDS SHALL BE SODDED AS NOTED ON PLANS AND DETAILS. 45. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION . 18. TEMPORARY CULVERTS SHALL BE PLACED IN ALL S4VALE5 A5 NECESSARY TO AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, 25. AS BUILT" TO THE ATLANTIC BEACH PUBLIC WORKS ALLOW CONSTRUCTION ACCESS TO CONSTRUCTION AREAS. SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT. 6. THE CONTRACTOR SHALL COORDINATE 'THE WORK WITHIN CITY ARE REQUITED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC SURVEYOR THEREFORE, IT SHALL BE THE CONTRAC'TOR'S RESPONSIBILITY TO 19. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED BY AND 46• FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL AND METHOD OF CONSTRUCTION & REPAIR, CONTRACT WITH A LAND SURVEYOR REGISTERFD IN THE STATE OF f LORIDA ' � r REFER TO THE FLORIDA DEVELOPMENT MANUAL -- A GUIDE TO SOUND FOR THE PfREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL L•J�.� COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHALL AND BURN PERMIT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURREN f CI rY OF ATLANTIC LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT UTILITIES AND SHALL EXERCISE EXTREME CAUTION WHILL WORKING IN AREAS BEACH UTILITY DEPT. STANDARDS AND SPECIFICATIONS- THE COST OF 2.0. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. NEAR EXISTING STRUCTURES AND UTILITIES. THE CONTRACTOR IS TO VERIFY AS-BUILT SERVICES SHALL BE REFLECTED AS PART OF THE CONSTRUCTION SHALL BE CONSTRUCTED TO CONFORM WITH TYPICAL SECTIONS AND DETAILS ALL GRADES AND INVERTS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS COSTS FOR EACH ITEM, LE. PAVING AND DRAINAGE, WATER AND SANITARY SHOWN ON SPIFFY 5, AND SHALL BE CONSTRUCTED TO CONFORM WITH 47. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT 'TO NOTIFY THE OWNER/ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING SE`PIER. Ir IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE AS- CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. TO ALL WETLAND AREAS WHERE THERE IS A POTENTIAL FOR DOWNSTREAM CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OF PAY FOR ALL DAMAGE BUILT DRAIAIINGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH UTII_I rY WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION. MADE 'TO EXISTING STRUCTURES AND/OR UTILITIES, AS DIRECTED BY PUBLIC WORKS. DEPT. A MIINIMUM OF 4 SETS OF SIGNED AND SEALED AS-BUILT DRAWINGS 21. ALL DRAINAGE STRUCTURES TO HAVE "TRAFFIC BEARING GRATES. WILL BE PROVIDED TO THE ENGINEER. 4$. ALL DISTURBED AREAS SHALL BE GRASSED,FERTILIZED, MULCHED AND S. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PROIR TO PREPARATION 22. FOR PAVING AND DRAINAGE DETAILS SEE SHEET 5. MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. OF SUBGRADE FOR PAVEMENT. 26. ALL WATER AND SEWER CONSTRUCTION WITHIN ATLANTIC BEACH cl SHALL BE )ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED O 9. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE STORM DRAIN PIPE OR S TRUC- UNDER THE PROVISIONS OF CHAP•rFR 489 FLORIDA STATURES. 2.3. THE CONTRACTOR SHALL CONTACT THE ENGINEER 48 HOURS PRIOR TO THE 49. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION TRUES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL INSTALLATION OF THE STORM WATER FILTER TRENCH SYSTEM SO THAT PROTECTION TO ENSURE `NATER QUALITY STANDARDS ARE MAINTAINED. PROPERLY COMPACTED. 27, TELEVISION INSPECTION SHALL BE REQUIRED BY THE CONTRACTOR FOR CONSTRUC rlo�l �4 ON-SITE INSPECTION CAN BE PERFORMED. FAILURE TO COMPLY WITH THIS s OF SANITAFRY SEWER LINES 8" AND LARGER. TWO FULL REPORTS WITH VIDEO TAPE AS REQUEST MAY RESULT IN THE REMOVAL AND REPLACEMENT OF THE SYSTEM. 50. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND 10. ALL DEBRIS RESULTING FROM ANY ACTIVITIES SHALL BE DISPOSED OF BELOW -FO THE COINDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND POND BOTTOM OR OFF SITE BY CONTRAC-rOR. MANHOLE, !LOCATIONS OF SERVICES, ETC. SHALL BE SUBMITTED TO THE ENGINEER. ANY 24. SHOP DRAWINGS SHALL BE FURNISHED AND APPROVED PRIOR TO PURCHASE TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. DEFECTS ENCOUNTERED SHALL. BE REPLACED OR REPAIRED PRIOR TO TIIE FINAL ACCEP I-ANCF., OR CONSTRUCTION OF ANY STRUCTURES. 11. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR A'r HIS EXPENSE. 51. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH 28. SHOP DRAVVINGS SHALL BE FURNISHED AND APPROVED PRIOR To PURCHASE OR 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT REQUIRES A COMSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER '12. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY. CONSTRUCTION OF ANY STRUCTURES. W STAND OF SOD AND/OR GRASS WHERE NOTED ON THE PLANS PER CITY OF MANAGEMENT DISTRICT. J;f� ATLANTIC BEACH AND SJRWMD. 13. ALL UNDERGROUND VALVES SHALL BE INSTALLED WITH AN ADJUSTABLE CAST 7.9, TAP FEE'S WILL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION BY GENERAL V 52. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL `NATER IRON VALVE BOX TO GRADE. CONTRACTQR. 26. ALL INVERTS TO DRAINAGE STRUCTURES ARE TO BE PRECAST. MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD 27. ALL SLOPES STEEPER THAN 3' HORIZONTAL TO 1' VERTICAL ARE TO BE FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE 14. ALL SEWER MAINS SHALL BE PVC (ASTM-3034) DR-35. 30. BACKFLOW PREVENTERS' TO BE APPROVED BY A FLAN TIC BEACH, SHOP DRAWINGS OF ALL SHALL BE PART OF THE CONTRACT•. BACKFLOW PREVENTERS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. STABILIZED WITH SOLID SOD. 15. 'NATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE, n UNLESS OTHERWISE NOTED. 31. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES 28. "AS--BUILT" -- AS-BUILTS ARE REQUIRED TO BE SIGNED AND SEALED BY A 53. CONTRACTOR SHALL DETERMINE VOLUME OF REQUIRED FILL TO OBTAIN SITE AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCLD C • 16. WATER AND SEWER LINES ARE DESIGNATED •TO FINISH GRADES AND SHALL BUILDING POSSESSION AND THE CONNECTION OF SERVICES. ,..., FLORIDA REGISTERED LAND SURVEYOR THEREFORE, IT SHALL BE THE BALANCE AND COORDINATE WITH ENGINEER TO ADJUST PROPOSED POND SIZE. W CONTRAC'TOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR BE PROTECTED UNTIL FINISHED WORK IS COMPLETED. C7' REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD 54. CONTRACTOR FEE SHALL INCLUDE COS F OF DISPOSAL OF CLEARING DEBRIS SHALL BE MAINTAINED BETWEEN 32. CALL PUBLIC WORKS 24 FIRS IN ADVANCE OF CONSTRUCTION FOR LOCATE. 17. TEN FEET HORIZONTAL SEPARATION ALL ALL OTHER UTILITIES REQUIRE 48 HRS NOTICE. LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT DRAWINGS IN AND UNSUITABLE MATERIAL BELOW THE POND BOTTOM OR OFF-SITE. WATER MAINS, SEWER MAINS AND STORM DRAIN LINES. u ACCORDANCE WITH CURRENT CITY OF ATLANTIC BEACH STANDARDS AND 33, IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE rRENCH, 'WORK SHALL BE. SPECIFICATIONS. THE COST OF AS---BUILT SERVICES SHALL BE REFLECTED AS 55. CONTRACTOR SHALL INCLUDE UNIT COST FOR ASPHALT SHINGLE STRIPS WITHIN 18. ALL WATER LINES CROSSING SEWER LINES AND STORM DRAIN LINES MUST SPOPPED c- AND THE PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE i' PART OF THE CONSTRUCTION COSTS FOR EACH ITEM, I.E. PAVING AND BID PACKAGE. MAINTAIN MIN. 18" VERTICAL CLEARANCE OR WATER MAIN SHALL BE D.I. PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT r ON DRAINAGE, WATER AND SANITARY SEWER. IT IS THE CONTRACTOR'S PIPE FOR A DISTANCE OF 10' EITHER SIDE OF `NATER MAIN. GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN THE. CONTAMINAILD u RESPONSIBITY TO PROCESS THE AS-BUILT DRAWINGS FOR APPROVAL BY THE 56. CONTRACTORS FEE SHALL INCLUDE ALL DEWATERING.COST FOR CONSTRUCTION. AREA: THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY CITY OF ATLANTIC BEACH. 19. THRUST BLOCKING IS REQUIRED WHERE `MATER MAINS ARE TERMINATED SOLVENT NOTED. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED i' 57. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH PROPOSED LANDSCAPE PLAN. AND AT ALL BENDS. ON AN IMPERMEABLE MAT AND COVERED WITH A WATER PROOF COVERING. THE 29, THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT PROPER AUTHORITIES WILL BE NOTIFIED AND THE CONTAMINATED SOIL HELD FOR F' REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL 58. AFTER PREPERATION OF SUBGRADE AND PRIOR TO CONSTRUCTION OF BASE COURSE 20. 2" WATER MAINS TO BE SCH 40 PVC, 4" OR LARGER WATER MAINS (C900), TO BE gR18. PROPER DISPOSAL. SE-IFFY DITCHES AND S4�JALES AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL INSPECT THE SUBGRADE AND MAKE RECOMMENDATIONS FOR THE 21, SANITARY SEWER SERVICES SHALL BE 6" PVC MINIMUM SIZE WITH A INSTALLATION OF UNDERDRAIN. ALL INLE rS SHALL BE PROVIDED WITH TWO - 10 FOOT MINIMUM SLOPE OF 0.008' PER FOOT. v. 30. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY LONG STUB--OUTS OF PRE-FORATED PVC UNDERDRAIN PIPE. EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CON- 2 OF S Co STRUCTION AND ONLY THE AREAS THAT HAVE BEEN STABILIZED. 7 0--.--. -. M- -.... � m r�- C) cm I d m < I z in i m 0 � � -A . . 'L, 1. � u he " � ! Z: cc j� � : < I I ; j 'I- CL BZ*l I I . I = Lu - I I . � : I � i l�� CD i I� , i z : \1 I LU < !� - - cc LA- . ... � LU 0 . - z 6 0 a p- r-_ . CAO , I () r-- . ,I.. - � u cr.) C4 — I z Lu A "I — � �- — I I- -- � — I LU - n � 1 5 - I, - 12" f - — 0) w , � i� I - - ------= 6 2! . ji 1, . — .. I 00w%% i .o�0`11,11/", 11 . 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Clo.,,,,,,�-*V-.'. 1 ,y� ,."I lli' ,,A*' ;, -'I_- %�' " �11-1`fl;"-, ',,'.'r� �,�-""�,l 1-4 i"R, , �'��,�,�",,,-IIL411--. , = , ", -:, 4.)�4- L"�� 11 ""�,-" ") ,�l'.11,��",��-�,i�1.1�":��',�,"",�.. , ", .� .1 -�.�j' ',"R Z t;L, .1�. ,�-.�Z' -,�-.-N.1.7V% j- ;�Y .",��Y.�j,.'L ,*� . , ft� , '... -, "'L ;,;�T`Y , , - , "j P, .4�1�, ,d"';,�,��,",K ..�C��.�, "',�Al, ,,�'.i- -!Iit�,Ill �� -,,��, ,,�.rj,'t ,.�, a = . - (--",I -,',� C, -" ,,,, �-- , ; . 7 �. I A a a V. g a , I I . M, 11 li, -1,, - , a 0 -- 77 '2�'�J',Ve";"� hugg . . . I of 9 & 0 a , I ol a , , - IMIMMEM; — 0 0 0 a 0 or a A - I 0 m ��l HEET . ��l. .-..- . ..- - .. . . - I ��l-- ---.-- ... . IN . ... - III 1---- �� III 4 OF -5 - , --.. . ..-....- .. - -....-- --- li��ilill�� ro, I = CONCRETE, 3000 PSI 7„ _ ti - DIMENSIONS c�C QUAN-rITIES 5" M GRATA SIZES CONCRETE Cu. Yds. SODDING S . Yds, Wire M1eSi, - -- 0 C") FINISI.I GRADE ) ) _ D X A Q C E F G Single Double Triple Quad N Standard Extra Single DoubleTriple Quad Single Double Triple Quad A _ •.;,,;,; 1/2"R Pipe Pipe Pipe Pipe Wei hkPi e 5tron Pi Pie Pi e Pi e Pi e Pi e Pi e Pi e Pi e �� []C g P g p P P P P ._P._.. �p P_ p O FIARDWOOD STAKE BUILDING - _ � _ _ '• _._ 1" R -j LABELED "WATER" --i 15 2 -7 2,27 4.09 6.36' 4,03' 8' 1.22' 4.63 7.21 9.79' 12.37 1.19' _ 0.76 1.16 1.54 1.94 8 10 11 12 18 2 10 2.36' 5.12 7.48' 5.03' 9' 1.41' 4.92 7.75' 10.58' 13.42 1.21 0.85 1.28 1.71 2.17 9 10 12 13 24 3'-5" 2.53' 7.18'0 9.71 7,03'/ 11' 1.73 5.50 8.92' 12,33' 15.75' 1.25 1.02 1.58 2,15 2.75 10 12 13 15 �`Yl \`tel �/i /w\\G . 36' 5'-1" 2.87 11.310 14.18' 11.0 15 2.24 6.67 11.75 16,83' 21.92' 1.33 2 3" 1.40 2.38 3.33 4 24 13 _�4__._. _..._-15_.--- j 7 12 Q / 30' 4-3' 2.70 9.25' 11.95 9.03 13 2,00' 6.08 10.33 14.58; 18.83 1.29 2 3" 1.23 1.98 2.74 3.50 12 _ _ -- R WR- 15 T- 1.7 ...._ ?a.- 1/2", o. 42 6 -0 3.05 13.37 16.42. 7 13.03' 17' 2E65' 45 7.25 13.25 19.25 25.25 1.38 2 3 1.60 2,83 4.04 5.26 14 17 19 22 `" zzz486 -9 3.22 15.43 18.65' 15.03' 19' 7.83' 14.58' 21.33' Y 28.08' 1.42 2 3 1.81 3.26 4.70 6.14 15 18 21 24 -��- � -- 6 3/6' 7" �/ W 54" 7 -•8`r- 3.39' 17.49 20.88' 17.03' 21' $.42 16.D8 23.75' 31.42 1.46 3' 4" 2.03 3.7$ 5.54 7.28 17 20 23 27 W60' 8'-6 3.56 19.55' 23.11 19.03 23 9.00 17,50 26.00' 34.50 1.50 3" 4" 2.28 4,36 6.43 8.50 18 22 2.5 29 Q A 6.42' D 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. ------ ------`"-'- ----'•`--- LL- 0 O 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. - 12" SIBGRADE MIN. L.B.R. 40, MAX, PLASTIC • Q O Concrete slat? shall be deepened to form bridge across crown of pipe. See section below. INDEX OF 6, MIN. DENSITY �)6% co MODIFIED PROCTOR, A.A.S.H.T.O. T-180 I';- I" ` i" BALL VALVE CURB STOP N N 1 1 �T ��- � w � DUMPSTER PAD DETAIL 18" CITY OF JAX. CURES AND GUTTER L U � r I" SCHEDULE 3/pa I---god I '. Beveled Or Round Corners N\ Construction Joints Permitte n 80 PVC h©pa�arles�Sue 2'Sod z 10 WATER MAIN f 6 ;?s1 Mad, c tlrrd/1s111 Grate 4" PORTLAND CEME , C] an Ds1 /s A /f p o 0 0 o r a MIN COMPRESSIVE 8TRENGTHR3000 PSI p WATER SERVICE o o t3 BUILDING 5L - - Grgleg Spaced Tq" c © I o FINISHED W 4:1 T C. 1 �� - _-__� GRADE 1.0.L3. T.0.8. PAVED SURFACE Clonerata 3` Construction Joints Permitted I _ 13.0 13.0 Cn FINISHED GRADE d IPIpe Connecto - '- ., -'� �) cep Soddlo.�� Ditch Grade 1. ,. „ C• IT� �. II L� U, T z 'yv c Q Ld 2'• 1 Not Lass Than n �� Fastener �I > G.I. LAMP HOLE COVER SIMILAR No Pipe Joint Permitted 8 _ & EQUAL TO NEENAH FOUNDARY CO. unless Approved By The En9lneer 8" Concrete Slab, 3" Thick, Reinforced W Sod E 3' 2' sod iv FIGURE No.R--1971 Paid For As Pipe Culver WWF 6x6-W1.axWt.a - - - 18" SQUARE P IF PI a To Be Included Under Unit Price For Mitered End Section HOT F. ELEV. 10,0 CONC. PAD *Slope- SECTION To I Pipe For Pipes 1F3" And Smaller 3" 4'' ,j _ ....._...__.____._.�.. - CLASS 2500 # CONCRETE 3" P.V.C. WYE BRANCH 2:1 For Pipes 24" And Larger. TOP VIEW-SINGLE PIPE 6" STABILIZED SUBGRADE MIN LBR 12.5 I 6" MIN. ALL SIDES AND BOTTOM COMPACTED TO 95% MAX a , 0 DENSITY (MOD PROCTOR) P.V.C. STOPPER C)C. �•� 8 (EDGY) MITERED END SECTION SIDEWALK TYPICAL POND SECTION CAREFULLY CAREFULLY TYPICAL CLEANOUT ( Sewer) IS„ RCP f Bc+18;'MAx_� COMPACTED Bc+18"MAX COMPACTEDB TRAFFIC BEARING f Bc+-12 MIN- Bc+12 MIN, SOLID COVER NOTE: CONC. DESIGN 2'x 2'x 6" THK. SIRENG'1114,000P.S.I. SHEETING BC SHEETING QC --_-._- CONCRETE PAD PARKING BY 00 8" CMU WALL BUILT IN PLACE �� DISABLED ' L" PERMIT VALVE BOX GLI pv C N & COVER - FINISHED GRADE 2'11'11p'L s ANCHOR 3/8"XX3" + - (FrF'-26) o l - �, STAINLESS STEEL �� J�� rr,;,rrrT - I=1TI -1(�f'�T1= i INTO MASONRY(TYP.) m «.I �' wr1ET-srOP ADJUSTABLE SKIMMER SHALL BE 1/4" /4 BC --- ALUM. PLATE BREAK BENT f 4 MIN. VALVE BOX OR CUT AND WELD (TYP� Nr- .J 4" BLUESHAPED BOTTOM SUI >-ABLE PAINTSTRIPE•- GA EE VALVE IS" RCP. COMPACTED GRANULAR c UNDISTURBED SOIL wturE _-- WHITE a � �, MATERIAL rr=_ STANDARD SLOTTED PAwT- 4-� PAwT-,GRA TE 8" 3'-0� F 8°(� ALL EXPOSED CORNERS I 3-3/1' AND EDGES TO BE HALF SECTION HALF- SECTION HALE SECTION HALF SECTION TYPICAL TYPICAL - - z" xz" x 1/4 I CHAMFERED 3/4" SHEETED TRE.NCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH PARKING HANDICAP C ANGLE IRON SEAT 2' I SPACE GRATE ELEV.= 13.0 MECHANICAL JOINT o TOP OF SKIMMER/WALL TYPE 11 TYP E i �A��Es_.._+..... RESTRAIN BOTH THE UPSTREAM aI ° ELEV. tz.0 - - AND DOWNSTREAM SIDES of FITTING COM PAC-FED,GRANULAR BEDDING SHAPED BOTTOM W TAMPED BACKFILL 1' -� a• BI.LiE PAINT WITH ADDITIONAL PIPE RESTRAINT IN ° ° _ -"-_ T STRIPE ORDER -r0 PREVENT MOVEMENT. / Cj < [1 ala WEIR EL. T 11.1 r I q „ a ww IE «_ C L A S S B 4" wHI rE PAINT GATE VALVE AND BOX � �- W' �` ° ° �- � � '"` S�`�"'��`'�- � �•� PAINT STRIPE---- � v, d ° STRIPE- r GROUT, OR "P.AM NEK" JOINTS I�•°f WHEN REQUIRED -- -t" BLUE BEDDING DETAILS PAINT o s TRIPE 1511 RCP �4� L4� 4a. • ° 4 0 8" O.C. B,W. 1 1/4" ASPHALTIC CONCRETE - TYPE S-1 �1/I I � , �'- 2 INV. EL. = 9.7 (15' E.) 7.0 (15" W.) 7.0 (6" PVC) P 1 N � laJF- �' PIPE MUST NOT (3E 6" COMPACTED L MEROCK � W 9 ) - - -- - /ih��- w7i��/%A��7rC�w/n� MIN LBR 100, 98% MAX DENSITY (MOD PROCTOR) �, " NOTE: ALL HANDICAP PAVEMENT MARKINGS SHALL CONFQRM `FO - -•_ IN CONSTRUCTION ---- -- �� ❑ �, FLORIDA D.G.S. SECTION 255.21 AND CHAPTER 553, PART V OF #4 0 6" O.C. B.W. 12" STABILIZED SUBGRADE MIN LBR 40, '' II „� THE FLORIDA STATUTE. ` MAX PLASTIC INDEX 6 `� �2(°�(�(` G� �iQ P W MINIMUM 1j N BEARING CAPACITY 2000 PSF • • COMPACTED TO 95% MAX DENSITY (MOD PROCTOR) .: w . _ [ C,,� 0 �} � 0 C-C,, � r,� �,� PARKING LOT STRIPING DETAIL LU U) W1 WEIR ELEV. 30" VIDE CONC. PAD POND NO.1 W/ 3000 PSI F'1C SIGN Q 0.33 11.1 .___._.� - Q er S � 3 -� --- 12" _ AG I`'or 6" BACKFLOW PREVENTER (MODIFIED) TYPE "E" INLET (INTERNAL WEIR) ASPHALT PAVEMENT O � 48" MIN. METAL FENCE POSTS DRIVEN r'' INTO GROUND A MIN. OF 2'-0" WOVEN WIRE FENCE c7 � � y (MIN. 14 GAUGE; 6" MAX. 10' 0.C• GILL LFT=TT TT� -'I I, �I�T �7 T�I I I- �1� �r -IT�fI JJJ) ITI7---�1�~ MESH SPACING) (MAX FILTER CLOTH ( MIRAHI, POI YFILrER X TTT TTL �I I M= 11=1 I I`-"''I I I- 56'note/• I I Y III_ � OR APPROVED EQUAL ) W c � TT MMUM DEPT VARIES C6 as•MINI UM I UNDER PAV1No WHITE P AI N TE 0 0'MINIMUM 9'MNIMUM -- ---- ---I EMBLEM d J [7(1571Na UT$,IIY PIPE 70•MIH. Ql 50'MIN,UHOeR PAVINO 1Con z 1 >, RI FILTERCLDTH SEE NOTES OR 49 ISSN';(I 1 7/ES ,/r PIPE CENTERED OF UN 48 BENDS(SIZE V ES TRENCH u- o r-u PIPE CROSSING. +• O /// AT CRaS51NG. i 1 SIZE TYPEAVARIES"� pIWO VIk,N = Q . SEE Nags. r��{ PROPOSED WAFER MAIN \\-- + I PARKING LJ Y 4 SIZE k TYPE VARIES SEE NOTES DISABLED OR 4,Y 1CALSEN$ (I 11 1//y,22 1/Y _ _ r� Tri IHC L£N['T)I tlF Il f£HP£70 4E•RE5rfLVNED EACH- OR 43' BENDS (SIZE VAhIES) NLL L.ENCT11 OF PIPE cENIFREA AT BACKFILL TRENCH WITH �J N0 seE HQI EARTH AFTER PLACING ~� 1 2' P E R M I TW SIDE OF BEND 5/i4f1 BE W ALCORCHNCE WRN 7A67E FILTER CLOTH[7 FOR MEGNNICAL RESIrWNr LENGTHS, (SEE DCtN4 /// --•-- H/PE 3H4U BEALL NTS 20'46H.EACH SIDE OF MECP M4414e RRE9TR Ea EX6RN4 / FAOTI SIDE OF AfNO SHILL VE>N ACCOR4KWC SIRE LihV111 OF IRE PtPE 10 HE Id5TRIVNED RV�E AS peew JOINTRANED �I � GDNSTRUC TION AREA C)_7 /// W07+7 YR IX FVR k4aW At RIEMW0 LIENU $ b C)N L Y ?� NE4.IDINT t1 -� I (sr�E OETNL w-JI)AK JOMS 70'WL E401 LAI SIZE AS REWIRED gvw Or DztvN 0 HPE 5M4L Ll Mf00AWALLY '•-D•• `i` PIPE CONSTRUCTION SPECIF-ICA MONS (` --- - "--- �- NOTES: 4" WHITE 4"BLUE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES <tF )C�O /1 O FINE J w_ 1, IF EXISTING UTILITY PIPE IS A WATER MAIN MOTES: 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES PAINTED LINE PAINTED LINE {pL lJ d r= 6-INCHES OF SEPARATION IS REQUIRED. SPACED EVERY 24"x 24". - I- IF EXISTING UriLrry PIPE IS A WATER MAIN 3. LOCATING WIRING REQUIRED. SEE DETAIL W-44. 6-INCHES OF SEPARATION IS REQUIRED. 3. SILT FENCES TO BE INSTALLED IN LOCATIONS PRIOR TO BEGINNING OF 2.IF EXISTING UTILITY PIPE IS A FORCE INN, SANITARY SEWER, , _ RECLAIMED WATER WN OR STORM SETYER, 18 INCHES OF SEPARATION 2. IF EXIS77NO UTILTrY PIPE IS A FORCE INN, SANITARY SEWER, 4. DEPTH OF BURY TO BE f6"MINIMUM IN PAVED AREAS MEASURED CONSTRUCTION TO CONTROL SEDIMENT. 4"BLUE 4' WHITE IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS RECLAIMED WATER MAIN OR STORM SEWER, 18 INCHES OF FROM FINISHED GRADE. D£P7H OF BURY TO BE JO"MINIMUM IPI w EPARATION 15 REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING a. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN PAINTED LINE~ PAIN FED LINE SHEET C9p0, 0905 OR p.l. PIPS SEPARATION CAN DE REDUCED 70 8-INCHES. S UNPAVED AREAS, FUNCTIONAL CONDITION. Cl) A FULL LENGTH OF PIPE SIt4LL BE CENTERED UNDER EXISRNG UTILITY UPPITY MAIN IS C900, 0905 OR 0J. PIPE, SEPARATION CAN BE MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. REDUCED TO 6-INCHES A FULL LENGTH OF PIPE SHALL BE 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION CF'NTERED OVER EXIS77NG U711•JTY MAIN TO PROVIDE MAXIMUM JOINT n 3. LOCATING WIRING REQUIRED. SEE DETAIL 'N 4a. SPACING FOR ALL CROSSINGS. WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. rr r' ADJ. UNDER EXISTING UTILITIES - MECH. RESTRAINT DEVICES ADJ. OVER EXISTING UTILITIES - MECH. RESTRAINT DEVICES SILT FENCE HANDICAP PARKING SPACE HANDICAP PARKING SIGN OE 5 a� c. PLANT 50HEPULE _QffERA LAAFE Wr5- L-ANP36A E 6AL-GULATION5 Q SYMDG.- W-56RIPTICN SIZE SPACING REMARKS TE 5I-1 fli5;P ALL D157ZRtED FROMTY 5. rTE LAAv56 GGNTRAGTGR :5;6 1 APJJ5r PLANT ttP5 /N AGl.GR mrE WITH AREA-6 AVr PLANTED rtMr E4W GR MtG A 4 Ta / SL.a�E EWA& 5/TE G"fFkl;s QL qM:V S LARIFGl.IA 'LALFF_L. OAK'" 14'- 16" IST., 4" GAL A5 6 IIWN SSP AU_ R W/N#vO D/5TLR 52 AREAS WfM ARc5Mr/11E 6All/A6)9-4S5 REQj1RED l.A P56APE, INTER16R VUA PO PLATANUS 0661PEWA_6 "5YGAMORE" 14'- 16' HT., 6" CPL_. A5 SHOWN IME66 '9rtERWr_5C LL05TRATED GN PLA&5 (5th WrE "A'� A P9 NTT- GUT; FL." Gid DAWCE RDOr 5Y5T6Al5 APaW FX/5r/17 T7WE-5. VUA AREA: 8,637 SF. m TAXOPIUN PISTV I-W 15AL.P CYPRESS" 14'- I6" HT., 5" GAL. A5 5HOWN Pa N( PT 5TGiRE XPI TERA5, EC�Nr GR A?• HlA`ERY GN Ra5?F ZGIE GF EXl5rW9 TRff5 KffO JIRPD: N4 6f, MG MYRICA GERIFERA "WAX MYRTLE" Id- I2' hiT, 6 GAL GC.WO51TE A6 SHOWN 3 TRLWS 0 2" EA MININLM 2. AN Avi6%ArL lRR/6Ar,�rl 5Y5T5w PLAN _,5tki �f 56&dl77F.D TO T7f P(70VIDED: SGa 5F- MIN. IPN LEX WI?FGRPI NAVA 'VW. GURFORP HaLY' 3d'- `y6" IIT, 5 6PL 42" OG. G/rY Cir An Wr,, GfAl,q FGR 9ffVIEW AM AFFWVAL PR.W rD ff TREfwS: 3 TREES ILEX VOMW'VOMITORIA "6CHELLIN&S DWAI2" HT, 14"- IS' SP, 30A_ 3d' OG- GI1vWAMENr GF G�TR1L 7.rTA:; ALL LAIC GR DRIVEWAY AREAS P/STLRPE7 AY GGNSTRL_TIGN 5i1�4LL PJ J_NIPERU5 GHINEN515 "PARSONI J`.NIPER" IV HT, I4"- IS" SP, 3 OAL, 24" OG. THE IRROArIeW WORK -51ILL AE GGtih'PN4TED WffH 77F WGRIC RETLfZI�D TO GRIC�MAL GliT97/T/GN, GR pET7FR, AT COMP[E1-lGN GF WGRK �J6S: 5�+4 Sr. ® 25�= 216 5F. } SOD PASPALM NOTATLM "ARC-iDWINE 15A-iIAGRA55" GF rtE 6EAERAL e:;W Gre;R PRI,�F r0 40 TR.GT"k, 1N 216 5F. ® 9 Ste./ 5I*URl 24 9*tV515 m SEEP PASPAJ M NOT-ATLM "ARC-&WINE 15MIAORA6" 3. rtt L AP_li;APE GGNTTlAGrGR 6LMU VMIFY ALL 5/lREQ-xREP LANPSGAPE, A_a6 LEVY ROAD L Al1G L alry L.GGAr,Ivvg o10C_R6RGC,IvD & ACNE-eRG1m) !'1 iR VUA FRONT-ACIE: 134 Fr. 7-a G~AK/ICY Wa? REMJIRED: 1,340 6 G A RFLA �. Q /IDEP: 1,340 5F. MIN. v &L L41vX�...GA/'L" G'fG5 5rG1LL I.EII/E �" "R F` 61?," "A' YPR Gt=55 A�L_Gn �rREk-5: 3 TREE5 z 61112,1T6: 134 Isr. 0 75%= 101 f. cn o NOTE „A„ 101 fr-® 3 IF./ SrIR�- 34 `3riw�s a- THE GOWPACTGR SHALL 500 ALL PROPERTY AREAS A5 VUA ROI LA�CxaGAPE, ALI�IJ6 MAIN STREET o ui V� �rrAeE: 70 Fr. � w SHOWN ON ml5 LANDSCAPE PLAN. 500 ALL 9L6PE5 EQLU+L _ a TO OR EXC.EFDMv A 4 TO I RATIO. SOP ALL DRAINAGE FACILITIES INGLLDINCv SW&E/DfrGH Sl.! ,s AND t0TTOMS. REQUIRED: 700 5F. cn TREE M i T i OAT i oN 6AL 6UL A T I ON5 TREE L EOENP �IDEP: 700 S0 MIN. ��5: 2 TREES SHR1J�5: 70 tr-r ® 75%=. 53 Fr. DROAI7G AR.6E INE � I SEEP & Y A1. 53 Fr.® 3 L.F./ SF�IRlJl3= IS 5riR11�5 .04 REMAINING pISTLRpF� c IN RIC�fT-Cf-wAY AEA.S. � """ TREE TYPE PRAT GTER T)�5 7'O TFEE5 RffLAGFh Nr TPF�S P DENOTES PINE TREE > PE R5vfGW Off IWtF5) R60A?E7 /N /W-fr-5 (�iO%) FRiGPG'SEP M /l-rL5 Rb�t)IREP GAPE, �FERINE� EAST RESIDENTIAL. w ` 141 ffr. PRaIFLrED OAn 7RFf5 Ad' 1p' 211;' WID DENOTES OAK TREE RU'<))REP- 1,700 6fo PRROVIDED: 1300 ef. MIN. pRp�G SFS BOO„ 3OP„ 287„ CAM—DENOTES CAMPHOR TREE TREts' 142 Fr. ® 25 LF./ TREE= 6 TREES t 1 FEtr(,E: 142 Fr. OF � H&-I, e6% GPAqX woG>? FIANCE 0 z IVGN-PRaTF.GTF17 „ PA-- DENO TES PALM TREE rRffS rO NIA N�q PRED = z RP R�JIR=D LAPSGAPE, PFfERIN6 NORTH PROPERTYPLaN LEOENP LO—DENOTES LIVE OAK TREE VUA fRCWAGE: 10 Fr. P RVf�v TREF5 Sod' R55 IJFE�: IOO S`. AW TOTAL REPI�AENr INMES Fi:1F N~AK CREDIT MAC— I I TS SF MIN- PROPOSEP SYCAMORE TREE (6" GAL- MIN) PER SPECIES S�IONM Ohl FLAN0 MAG--DENOTES MAGNOLIA TREE 20 TREES TOTAL (37%) rlO GAL- IN. I I I - I PR6F05ED LAYFL: OAK TREE (4" GAL MIN) 5 TREES TOTAL (9%) 20 GAL IN. • PROPOSED BALD CYPRESS TREE (5" (,AL- MIN) 10' 7 TREES rOrA_ (13%) 35 GAL IN. 7 J 0 U 9" P 8 PROP05ED WAX MYRTLE TREE (6GAL GGMP05ITE MIN.) 14" P 9" P CATCH BASIN /moi 22 TREES TOTAL (41%) 132 GAL, IN, C 15" P F . l 0 3" WO i 13" P 0� rD CJ LAR6E REC�UIREP PER CITY ORDINANCE 3 MG 11" P 12' SMALL 6HRl..P MASS G x 1.S P 12" P .' , 4�• WO 14" P � �,.,... .. 12" P REQJIRF� PER GIN ORPINw'vE 0 12" P x x . '^ x X C ght P 15" P e" 6"4", ' „ I , I 14 P � 14 F 2.3" P � O 12 P x I NOI`�- ALOIT2 RE51TNT/AL. FRD�T !A_ : �. X z THE OMER 5HA(L IN57ALL A VIs5i� 56REEN TO �OVTfEEP IN I ' 1 o P 10 P x x x p' P 1 " P FR[// e �LE 1 MADE GF AN 6 ET Hl9l1 WOGP PR/VAGY l� f� o 3 P 14" P 13 P 15" P )5L ILPINI/ }- FENCE WITH A MINI" (r 859' GpAGIT-Y � � � Q < C�, � P PROTECTED TREE 52 v x x " � TO PE PRESERVED Z 10" P 15,. P 12 PA Z w 3 WO V 1 D" P x x `�. x 0 10 P 13" P X 18" P 7- 20" of 8„ P 5„ P 11J G ZO" P 15ARRICA7E (iYPTI) (� 12"P � I 15 ' P �J ) " u U 8" P X 17' DESIGNATES WHEEL STOP 15 IAX 12" P 21 Z n " P ( 15" p Lc IX x x PE516NATE5 OVER IEAD 8" P " y1 � 12" P 1 13 WO � Q POWER LINE 70 �� I x 2 X I 6"LO 15" /' x 18" P V' 15 18„ x P�"C 12" P g» P ..� DESIGNATES PARKINCE) ENP ISLAND G1" 12" WO I �� 21" P X QLU C i 18" PAp'ee�'• Q" – Lo p �r, (J N 0 04 O 21 P G�� [L' e�.�. �.. U o T I 18" P 15" W 5 Lu era. Q� Q u7 TO SSE P TREE - WO 0" Wn ° 10" WO `� J V)Q N o FOR CREDIT 0 , D N v 18 P . _ , L� _ 0 U � co /E�_ 8" WO 9 n WO o (Z)s" 0 n - - __ 0 -r O o 8 18 P � a L 6 WD 8"oW0 0 6 WO Z-1 "4- 7* 7" p 0 15" PA U �0" MAG. � O) 8 ° 0/E 0 9" CAM 9 W d _ � �0 /E TREE PROrEG rloN z Y 12" PA O ZONE L INE L U � rn � 134' LE Vy DRAWING NO. 60/`"1L1._- �"= 2_6 " DATE FEDRUA RY 28, 2000 PROJECT NO. 2 0 0 2 8 6,3(7 � 1' LANP66APE 5f EG 1If 1 GAT I ON 5 PART I. GENER& below finished grade for pavement surfaces. All planting areas shall i--A 66OPE OF WOWS c. Plant species, types, size, treatment, and spacing shall be as be carefully raked to a smooth uniform grade free from hollows, va NSE. a. The landscape work shall include the furnishing of all labor, materials, described on the plant schedule. depressions, and other inequalities and from stones, sticks, roots and equipment, assessories, and services necessary to complete installation of other debris and to provide uniform positive surface drainage. STAm TorRST �s q q trees, shrubs, ground covers, grasses, grading, watering, irrigation, drainage, d. The height of the specified material shall be measured from the Landscape areas shall drain with a minimum slope of 1.15%. Maximum AS ►fCE}pRY FOR and suppementary work according to these plans and specifications. ground, when planted, to the top of branching system excluding immediate grades for all landscape areas shall not exceed a 4 to 1 slope unless FIRM OYPORT terminal growth. The width of the plant shall be measured across the otherwise indicated. =q b. These plans and specifications are intended to include all phases normal spread of the branching system excluding immediate terminal growth. rT� of work required and incidental to ndeInten y complete landscape Heights, widths, caliper sizes shall be in accordance with the American b. Layout at plant material locations and plant beds shall be staked OR " OR pRAt�IGlES q.. . instal lot ion, whether described or not. Standard for Nursery Stock by the The American Assoc. of Nurserymen. by the Contractor and approved by the Owner or Owner's Representative a, '^q IR 2" x F rIAR17MINI IN Or prior t o digging p l a n t pits o r preparing o f plant beds. A DRIV7=N F`IRIv<.Y A Mwrrl,M Or e. Palled and burls ed plants shall have firm, natural balls of q A " INTOT� SUVOR� c. The Contractor is responsible for verifying project site conditions and earth with sufficient deth and Biometer for adequate support and M� Tof3AO�Lnv6 all required labor, materials, and equipment necessary to complete work P q PP c. The Contractor shall locate and stake underground cables, electrical feedin of the root system conduits, drainage pipes pes and other utilities i I i t ies so proper precautions ions ROVE TOP & 2 STRMD 11 6A� eA_V_ indicted an these plans and specifications prior to pricing work. g ry and procedures can be taken pr i or to I andscope d i gg i ng, excavat i ng, 6VE N.Rl1P IN AV �!'� v� � d. The Contractor shall submit to the Owner or Representative itemized f. Container grown plants shall be well-rooted and established in grading or, other landscape work. 3" MLtUt plant and material lists with the complete installed price per item the container. Container plants shall have been grown in the yy2 FT�� CF Z container sufficient ) Ion to have developed a root mass that will r" 5AJaF WITH l�D ON MAIN aTW t�,TURN_ retain its shape and hold tog e t h e r when removed f r om t h e container. 11". PLANTINO OPERATIONS !V' 6ONTIN*�")5 RIM and a fatal lump sum price for the project. U Imo- AWITION5, DELETIONS, AND 5U5TITUTION5 Representative, or Landscape Architect reserves g. The Nursery supplying the plant material shall have a minimum a. Plant pits for trees, shrubs, and vines shall be excavated with a. The Owner, Owner's Re P P of 3 years documented experience specializing in cultivating and vertical sides according to size and spacing shown on the drawings. —1 — 1=� Q the right to add, delete, or substitute any part of the work shown an The diameter for tree and shrub its shall be a minimum of 2 feet I' co the drawings or outlined In the specifications without terminating the growing plant material. The Contractor installing the plants shall have P �— greater than the diameter of the root ball. The depth of the it _ a minimum of 3 years documented experience specializing in plant 9 P P SPFLIr`IEDPLAt�rrMeM'x the contract or contractors responsibility. In the event that a field installation. Maintenance services shall be provided by the installer. shall be at least k inches below the root ball when the plant is WATER & TAMP TO Q, — order increases or decreases the project cost, the contract price shall in place. All backfi 11 Ing material shall be PLANTINO 501L MIXTURE as REMOVE: AIRPOGKUS be adjusted according to established unit prices, submitted to the Owner specified. All backtillin material shall be tamped in (" lifts under this contract. I I-�. DELIVERY, STORAGE, HANDLING OF PLANTS g p �"' GOTAPAGTEI7 SOIL to remove air pockets around root ba I I. A b inch high continuous FLAWINFi MIX DELON! W 2 X CpIL. DIA b. Plants or other material substititions by the Contractor shall not be a. All plant material delivered to the job site shall not be stored earth rim shall be formed around the perimeter of the plant pit ROOT bAl.-t-_. H accepted, unless authorized in writing to the Owner, or Representative. for more than 60 hours prior to planting. Keep root balls or containers to retain mulch and moisture. moist during delivery and storage. Protect plants If proof is submitted that any plant or material is not available, then ats from injury in storage A the nearest equivalent in size and type will be considered with and handling. No plant shall be bound by rope or wire so as to damage bark b. All trees and treeform shrubs shall have a staking and guying system the rte, r� D corresponding contract price adjustment if necessary. or break branches. pr shown in the details. r b wires shall be encased in rubber hate to TREE. STAKING-- SING - TRUNK DETAIL prevent damage to trunk or branches. Wires shall be kept tight at all p 1-6.- INSPECTIONS, ACCEPTANCE, AND REJE6TION5 b. During shipment, plants shall be adequetely covered with a times with galvanized steel turnbuckles. N.T.S. z tarpaulin or other suitable material for protection from sun/wind. c. Set plants level and plumb, as shown on drawings, so that after settlement, a. The Owner, or Owners' Representative shall have the right to accept or Palled and bur lopped plants not planted on delivery shall have root reject any part or all of the work which in his opinion does not meet the balls sufficiently covered with moist so ! I and mulch. All plants shall the top of the root ball is flush with the planting soil mix. i3ur ► ap, requirements setforth in the plans and specifications. The Landscape be watered frequently to retain moisture until planted. No tree or wires, and binding ropes shall be loosened and removed from top and sides, Architect shall be at liberty to inspect plant material or other materials shrub shall be planted with a cracked, broken, or excessively dry root ball. but not from bottom of root ball on all balled and burlapped plants. __J at the nurser in transit, or at the project site and shall have the right Container grown plants shall have sufficient roots to hold earth together, y' p j g without being root bound, after removal from the container. d. All plant beds and tree saucers shall receive a 3 inch layer of to accept or reject the material at any time during the contract period. 9 shredded cypress mulch. NOTE: The Contractor shall remove rejected material immediately from the job site. I I--G. TOPSOIL e. Prune all broken branches a n d thin all small branches with core. !STAKE TO FIRST ttR.aWC,I-t�s ILA b. Upon completion of the project, The Contractor shall notify the Owner or A5 NFO�SSARY FGR SU PORT Owner's Representative in writing when the job site I ready for inspection. Topsoil shall be fertile agricultural sandy loam high in organic matter f Soil Preparation For Ground Covers- Spread three inches of pent over FIRM - Within two weeks of the inspection not ice, the Owner/ Representative entire ground cover area. Spread organic fert i I izer at a rate of SFO WIRD X1.1_ NOT TOL" free of roots, sticks, rocks, weeds, subsoil, clay and other impurities OR Rl.D AwaG�NT shall inspect the work and notify the Contractor of those items accepted orpounds per 1000 square feet of bed. Rotor mix area to a depth of 8 with a pH value between 5.4 and �1p. Tasoi I may be excavated Pram the job � OR GRANr�e rejected. If necessary, appropriate adjustments or replacement of material p ,inches and remove rocks, st icks, trash and al I other foreign debr is. V x 2" 11ARIYWOOD sTA<FS V V , site, if such soil meets the minimum requirements of this section. Topsoil by the Contractor, the project will be accepted it to the satisfaction of apply a pre--emergence herbicide, and mulch area prior to planting. DRIVE7�IFIRMLYAMINIMLMOP shall be delivered to the job site in a moist but not overly wet condition. INTO TM � the Owner. The Owner shall accept responsibilty for maintenance, when Thoroughly water area and firm the plants into ground ever mixture. punchlist items are completed, unless otherwise designated. The Contractor PRIOR TO P&"LLW6 shall be ultimately responsible f o r t h e health a n d vitality of plant I I-0. SOIL AtvtEl�MEi`f i MATERIALS 111-6. GRA551NG 2 gn:?" 12 6A ft 6A_V material and workmanship through the guarentee period- REMOVE TOP & WFZTyy16WANP p.CeA!51fffD Sodding- Prepare sub-soil and eliminate uneven areas and low spots. SPE SAP W RLWR 1-106E 6 - 9 I-0. PROTECTION GF PROPERTY, WOWV�r1F-N, ANP THE PLMV-, a. fertilizer f o r planting b e d s a n d trees s h o I I b e a free f l o w i n g a, g� P p I" TO' OF 5 *(E V composition with the fallowing proportions: S% Nitrogen; S% Phosphor ic remove all foreign materials and undesireable plants and roots. Scarify �'" NU-M 2WIRE %LPPORTSat&LW_ .— a. The Contractor shall protect the Owner's and adjoining lands and property Acid; 5% Soluble Potash ; and 25% of elements derived from organic sources. sub-soil to a depth of 4 inches over entire area. Apply organic fertilizer FORM RW" LIEU ON MAINSTRL6TLRA LL P 1 9 P P Y a s s e c f f led a t a rate t e o f SFO pounds n d s e r b" 6a4rIN M)5 RIM from construction activit which could result In damage or destruction. Fertilizer shall be delivered to the job site in full, unopened and p p p L000 square feet. Thoroughly mix Dw�r1C,rE� Y g labelled bogs or containers bearing trade name, trademark and warranty of the fertilizer in upper 2 inches of scarified soil. Wet ground area sufficiently, _ T Each bag/container shall clearly label the manufacturer's's statement prior to sod installation. After light watering, install sod in tight p b. The contractor shall take approporiate action to protect workmen and I retain the minimum percentages of ) ant food b weight. closed joints with no overlapping. Stagger end joints f2 inches minimum - = —� Q_ of analysis and shat ca p g p y g ( n the general public from injury by the proper installation and maintainence fertilizer shall comply with laws regulating the manufacturing company's. All uneven edges shall be trimmed to allow a tight and close fit. _ — _ ��— ��- V , of warning signs, lighting, barricades, fIa men, raIIin s, and other production and sale of fertilizer in the State of florido. 9 Thoroughly I� 9 9 N v stretching r e t c h i n o f sod d i s allowed.l o w e d. T h o r o u h l saturate t u r a t e s o d d e d areas e a s aF'(r.(.1f=1�D PLANTING MIX safeguards on and around the job site where construction activity exists. and the 4 inch topsoil area with water. After sod and soil have dried WATER & TAMP TO The Contractor shall protect all equipment, materials, and work completed, b. Peat umus shall be a suitable type Insisting of reed or sedge peat roll entire area to level and to forma good bond between soil and sad- R AR POCKETS including items i rest a l l ed or equipment used by the General Contractor. a SON(not peat moss). Peat shal l be f ree of st icks, lumps, stones, roots, inorganic PrINCG MIX 1OW or acidic materials with a minimum of 55% organic material content, a b. Seeding- Prepare sub-soil by roto-tilling to a depth of not less ROOT DA-L T x PALL I-E. REPLACEMENT OF DAMK-)EP WORK pt range between 4.O- 50, moisture content of �%- 5Q%, and conditioned DIA than 4 inches. Apply three cubic yards of peat/humus per 1,000 square feet. The Contractor is completely responsible for all damage and destruction by stockpiling for a minimum of 6 months. Remove high and low areas and till soil to a homogenous mixture of fine v texture. Remove all foreign materials in top k inches over entire area. ^� to property caused by his work or his shall be activity. Replacement of c. Manu_r � Commercially processed cow manure shall meet the minimum Roll, Rake, and remove ridges and fill depressions, even and uniform, 1L LL: damaged or destroyed work or property shall be done by the Contractor re uirements of the State of Florida Fertilizer Law. p r�, I � D n who performed the work. The cost of repairs or replacement shot I be paid q to meet f inished grades. Apply fert i I izer at a rate of 9 pounds per TREE STAKING- MULTI----�TRUNN PETAIL z � � < by the Contractor who is responsible for the damage. The Contractor shall) d. Lime shall consist of a dolomite type round limestone with a 1,000 square feet uniformily over seed area. Mix fertilizer thoroughly g YP 9 with upper 2 inches of soil. Apply seed at a rate of 200 pounds per acre p[ also repair and pay for damage caused to adjacent or other property areas min '' umm of 95% carbonates. as a result of his construction activity. evenly in two intersecting directions. Dv not seed Areas in excess of N.T.S. � � W those areas that cannot be mulched on some day. Do not seed immediately t-F. GOC`(rRAGTOR'5 RESPONSIbILTY AND LIAl31LTY e. Mu I ch sha I I cons i st of No. 2 Grade Cypress wood shavings or shredded fol lowing rain, on windy days, or in drought periods. Light I y rake seed cypress free of germination inhibiting ingredients. into ground. Roll seeded areas with a roller not exceeding la pounds.g sW a. The Contractor Is responsible far his work including all material , Water seeded areas daily to insure good germination. Mulch materials P f. Planting Sail Mix for trees and shrubs shall consist of a conditioned, shall be straw or hay consisting of oats, rye, wheatstraw f5ermuda or �. tools, equipment, licenses, surveys, permits and property required for and uniform mixture of 25% peat, 25% cow manure, 507. clean topsoil, pahiagrass. The mulch shall be applied at a rate of nine tons per acre execution of the job and in meeting all Local, State and Federal Regulations. and 12 pounds of fertilizer per cubic and of mixture. Maintain a H level He assumes the risks and hazards of the job site including liability for P P y P and cut into soil evenly across area. between bodily injury, health of his workmen and property damage In execution 6V- 6.5. Lower pH by adding wettable flowers of sulpher to raise � acidity. Raise soil mix pH by adding Lime as specified. Adjusting soil LLI of the job. mix pH sha ) I be done by the Contractor if required after sol I testing. c. Maintain al I lawn areas by frequent, watering, ferti I izing, FORM 6AJaR wi i � weeding, trimming, rolling, patching and replanting as required to V' COPfrWUOUeRIM 4 b. The Contractor shall examine all conditions of the project site II-E- SOD establish a smooth, healthy lawn. The Contractor is responsible for — LC 5and compare them with the plans and specifications. The Contractor shall be lawn maintenance until final acceptance. comfortable with work requirements necessary for completion of the job. Sad shall consist of ASPA certified, nursery grown, cultivated grass -- —� �� involve o b s t r u c t i o n s III-- D- IRRIGATION �l,FEP PI�wTu 1[ti I_ work that may The Contractor ' s required to perform o Ytype as indicated on ) ant schedule with a strong fibrous root system, T,H,p drainage, excavat ions, f i I I Ing, and other natural and as-bui I t credit ions. and free of stones, burned or bare spats, with no more than 5 weeds M'x WATER & No allowances will be made to the Contractor by reason of his failure to a. If an automatic Irrigation system is to be installed in lieu TOR %V& AIR review conditions or requirements of the project. per 1,000 square feet. Sod shall not be stacked or stored more than V of hose bibs as shown on plans, a shop drawing of the layout and hours before installation. design must be submitted to the Owner for review and approval. l''�` �� ll�lll�ll WW 1-6PROJECT 5CttEPL E I I-F T h e shop drawing shall also be s u bm i t t e d t o t h e Permitting Agency a � �EED The irrigation system x ROOT 5A__�[A X reviewing the plans anspecifications. I~ The Contractor shall submit a written schedule of his proposed progress to shall be fully automatic providing 100% coverage to all planting W w Q brass seed shall comply with all minimum provisions of the Florida E-the Owner for review and approval prior to commencing construction. He areas. Pop up irrigation heads shall be used in all lawn areas- Seed Certification and Testing Law. Germi not (on rates sha I I be the GJI II�U PLANTING DETAIL x is responsible for coordination of his work and progress with the Generali The irrigation system shall be installed so no mixing occurs between maximum percentage required for variety specified, but not less than 50%. � Q Contractors work. The Contractor shall maintain his schedule and proceed with plant beds and lawn areas, nor fixed spray, gear driven or impact heads. The mixture shall contain no noxious weed seeds and foriegn material AGA-100 ra ual), shall be W Q shall not exceed 2%. All seed shall be contained in producer work in an efficient or approved qt manner when areas of the job site become available. A double check backflow preventor,s sealed bags' AI I work areas shol I be kept neat, clean, safe, and orderly at al I t Imes. mounted in a rectangular valve box (Id' x 12) on service side of the N.T.S- w 40 Lo shall bear a State of Florida Certification label. All stored seed �Y) p His materials, 1 labor, and equipment shall be furnished at such times that water meter and directly adjacent to that meter. Uro U a the wank performed shall be properly and fully complete on schedule- shall be free of mold and moisture. Seed shall never be stored In -6 vat wet bins. III- E. EXISTING TREES Z Z - C\2 I-H. IIS. AG6E550RIE5 Special precautions shall be taken by the Contractor to o The Contractor shall guarantee all plant materials, except trees, for a period protect trees from damage. Tree barricades shall be � . o of 90 Pays after final acceptance. Trees, treeform shrubs, and alms shall a. Cru wire for stakingtrees shall be 2 strands of 12 gauge V1 z be guaranteed for I year commencing after final acceptance from Owner. All annealed galvanized seel. g g installed as shown and specified on the plans. No Filling w Y) •-• other materials and work shall be guaranteed for one year. Prior to final or excavation shall occur within dripline diameter of the tree, r 0 V)Q acceptance, the Contractor shall submit a written guarantee that all labor b. Chafing guards for guy wires shall be new two-ply reinforced unless otherwise o fse specified on the drawings. not be of materials ., - or movement of machinery or equipment shall not be permitted ., � z�z 'i furnished and work performed at the job site full complies with the lads, rubber hose, "q �z P 1 Y P P within the dripline of the existing tree. pa U specifications and contract. The 6ontractors guarantee shall also cover all t` work, labor, and materialsfurnished by his subcontractors. c. Stakes for trees sha I I be of size and dimension shown on drawings. III---F. POST PLANTING-) CARE. Such stakes shall have been treated with pentachlorophenol or equal I-I.. SUSPENSION OF GONsTRUGTION OPERATIONS wood preservative. Creosote shall not be an acceptable preservative. The Contractor shall maintain all landscape areas until final � a The Owner or Owner's Representative reserves the right to cease all work est d. Insecticides herbicides--� If chemical aPPlications acceptance by the Owner. Maintenace shall include watering of operations for such periods of time that he deems necessary. The Owner /P icides/are required, then there substances shall be approved and regulated plant materiaI, cultivation, weeding, pruning, wound dressing, 2 x 4 P.T. 6F095MtR sha I I submit a written request to the Contractor to stop all work operat ifions by the Environmental Protection Agency and the State of Florida, Dept. disease and pest control, replacement of poor, dead, or stolen, �-•. z/5 OAWi1"( 2 x 4P.T. P05F including suspension of shipment of materials and equipment. of Agriculture and Consumer Affairs. plant material, repair to erosion areas, settlement areas, and MW. staking and guy wire repair. ORb' MIR PART II- L N?SCAPE MATERIALS e. Dra i nage pipe for plant beds or low site areas sha I I be a minimum k Inch AAS Pipe, III--G. FINAL CL EANUP II-A PLANT MATERIAL Upon final completion of work and before inspection and acceptance, rade or better per Grades PART III. WORK MGUTION all aspects of the project site shall be thoroughly and completely UVISTUR� �KrINeeRXE a. All plant material shall be Florida No. l g and Standards for Nursery Plants, Parts I and Il, Division of Plant Industry, cleaned of debris, stains, materials, defacements, and temporary DRAWING NO. Florida Dept. of Agriculture. 111-�A PREPARATION OF PLANTINC7 AREAS facilities. Likewise, any repairs which are the obligation of the a. Finished Grades shall be established. The contractor is responsible Contractor shall be completed. b. All plant material shall be sound, healthy and vigorous, densely foliated for al fine grading. Finished grades for al sod areas after settlement Ill-H, LANPSGAPE PERMIT REI UIREMNTS f1 with well developed branch and root systems. All plants shall be free shall be one inch below abutting walks, pavements, curbs, walls and other If, for any reason, the landscape work is changed after the landscape TREE f EE P OTEC/ V 1-If N DETAIL of inserts, pests, larvae, and eggs and shall have no physical damage surfaces. finished grade for plant beds after settlement shall be 3 inches plans have been approved by the respective permitting agency, any DATE or adverse physical effects to prevent healthy, thriving growth. subsequent changes must be resubmitted to the agency for review and ffEN?LV9Y ?$, 2000 approval prior to commencing work. PROJECT NO. 2 0 0 2 8 Fr. i a n .. .i._ _ ._ _ --.. .v-�-�_-- 97. - S ` Y1' Y Si , . �n '; 3-fir s{{ i Y. a i y,,, r / f 4 N P Y �. r.:", ,,, , ,,, .ABBREVIATIONS "I I I ..I . , ; .I. .1 _.A �wj �01 > y S ; a .i. '� ff y 'ti. G�r:� C T y � _ M , - � 1s ., f A/C , AIR' GONDITIQNING' 11. 1 EXH. EXHAUST r, ``; AC. ''i " ,.-� . AC US ICAL: XIST. EXISTING MAINT MAINTENANCE (S) SOUTH BOTTOM= k.45 - ACQUS:T� V ACQUSTLGAL TILE:: XPAN. EXPANSION MAX. MAXIMUM S.C. SOLID CORE . CoR� AC.T :- r INV- 8.sa EXPOS. EXPOSED MECH. MECHANICAL SCHED. SCI-IEDULE A[)D�N(E) ADDITIQNr�AL) f^XT. EXTERIOR M.C. MAIL CHUTE SECT. SECTION 12'" R.C.P. � �(3 / INV.= 8.50 CATCH BASIN ADJ, �, F METAL SHT. SHEET AD."J.USTABLE ELECT. ELECTRICAL MTL. o /� INV.=8.57 TOP= 11.57 ALUM, ALI�M(NUM MEZZ. MEZZANINE SIM. SIMILAR U f �4LT, ' r* r. AL1`ERNATEF MFG. INV.- 8'52 MANUFACTURING SQ. SQUARE t SLOT 9.8s "� ANODIZED ANOR, r . MFR. MANUFACTURER SF OR �' S' p ,� l APPVQ 1F APPROVED>- F.ALM. FIRE ALARM MGR. ( CJ) SQUARE FEET �T ) 85 MANAGER S.S. STAINLESS STEEL �� 5 05 00 - 15'X21'%?.C.P. .ter APP ,.- ,` r7 . APf'ROXIMf TE FABR. . FABRICATE MIN. MINIMUM STA. STATION "' sssro �.e AR..GH�, "` ( FIRE EXTINGUISHER MISC. MISCELLANEOUS STD. STANDARD s 2 5 ARCH TECT :or F.E. ARCHITECTURAL F.E.C. FIRE EXTINGUISHER MTDP4 . 1. T-. 8'2• DO "'A11T0 AUTOMAT{C;:, ' CABINET MOUNTED . STRUCT. STRUCTURAL La �-�,e MUL. MULLION SUSP. SUSPEND ED " c, II V. „ r 'AVG, i y �`,; AVERAGES F.F. FINISH FLOOR M.TH. METAL THRESHOLD SYMM• SYMME7R CAL � � • cn F.H.C. FIRE HOSE CABINET MW. MICROWAVE SYS. SYS CEM ''- waft, 8,""... ANQ FIN. FINISH(ED) o a�O '0'Q SPL. A�_� 7" ,_",FF11 ABOVE FINISH FLOOR �~ `�' g FLR. FLOOR �I SPLASHY11 , ; FLUOR ,. I . . . .1 � �;:: , . , �llrl I .., 1 , -, 4 , _ ,� - . FLUORESCENT T -a,p�8 �11 � cn , 7�. ,�,-: ; �B;," � , .� . 1., , F.O.C. FACE OF CONCRETE (N) NORTH1. �� Q (n . - . .. I . I _!',�:��,�--,. .,'.... ��!_ " F.O.F. FACE OF FINISH N. NEW T&B TOP AND BOTTOM �Q BD �. BARD <,.,, . F.O.G. FACE QF GYP. BD. NEG. NEGATIVE T•B.D. TO BE DETERMINED o F' �r BLDG'S ;.`h A,� NG � „ CON o S �,,a BUfLDI F.O.S. FACE OF STUD N•I.C. NOT IN TECH, TECHNICAL Mi TER CONTRACT ENO ECTION� nom, BLKG BI.QCKIIG F.O.W. FACE OF WALL NO.(Ok� ) NUMBER TEL. TELEPHONE . ��INV.= B.25 BRKX �' BRAGKETr FR FRAME N.T.S. TEMPD. TEMPERED �... NOT TO SCALE r qRZ� ' BRONZ FULL SIZE TEMP'Y `y gSMT.` ' BASEMENT F S TEMPORARY t'C ', F"i. FOOT OR FEET0 TEMP. GL. TEMPERED GLASS �"' ,� o Q j r ' F-F FACE TO FACE TRK. TRICKINESS) : . "'." l s 0 '' 11". FURR. FURRING O.A. OVERALL TYP. TYPICAL I ,, r _ �,, Q d as A. F'WP FABRIC WRAPPED 0•C• ON CENTER T.O.S. TOP OF SLAB I `�' oLn W '`Q CAB CABINET O.D. """"� ` f C31 PANELLING OUTSIDE DIAMETER �,�,,..' , :'L ! a a y G:.0 CENTER TQ CENTER OFF. li 'D a O GER - CERAMIC; G OFFICE a w - l O.H. OPPOSITE HAND j �' .ct^ V o O C KG CALKING°` GA. GAUGE OPNG. OPENING U.L. UNDERWRITERS Q � °,,ie 1 .3 CENTER .LINE GEN. GENERAL OPP. �.,, f - Q g `" 14, OPPOSITE LABORATORY S CLG r GL. GLASS OR GLAZED ORIG. I v CEfRING ORIGINAL UTIL. UTILITY ' O I - OR CELL GYP. GYPSUM U.O.N. UNLESS OTHERWISE NOTED ►� ) . . [�-� �, ' G��S, C405ET' GYP. BD. GYPSUM BOARD .j 0 � ' "�I (� O z .V BLk, GL aR - GWB GYPSUM WALL BOARD � ' z l 'CLR. OP CLEAR OPENING Q G , PART. BD. PARTICLE BOARD 7 0•. �+ �� Q CgNC 'COLUMht'''. H P•I LAM. PLASTIC LAMINATE VERT. VERTICAL n CON CDNGRE,I , _ -- - - _ - PLAS. PLASTER VEST. VESTIBULE . K a' N, G�,NNECT OR' HDWR. HARDWARE PLY. PLYWOOD V.I.F. VERIFY IN FIELD a z r `..' it � � CQNNECI ION` .: HDWD. HARDWOOD PNL. VOL. VOLUME W' PANEL , ,�' v r GaNS- <� �* ' CQNSTRI CTLON; HGT. HEIGHT PR. PAIR VER VERIFY ~I d 5.9' t1. CDNT '.r >� GQI�IiINUOUS.' H.M. HOLLOW METAL PREFAB PREFABRICATED VWC VINYL WALL COVERING a U CONC. l rER - R C.P. s CTiON COR C4F NER1. HORIZ. HORIZONTAL PROJ. PROJECT _� ' I -- v CDRR, CORRIDOR HVAC HEATING, PTN- PARTITION E i ., c� o � CTR CE,NTER" , VENTILATING AND PTD- PAINTED w "� G`w COLD WATER' AIR CONDITIONING PWG• PAINTED WOOD & GLASS (W) WEST 11 �7- HOT WATER PB PLYWOOD BA K W N85'05'Op'yy . .. . � ;.. . . 1 . p o INV.= 6.45 1 Y 8�o�� , I .1 w 114' .'. ,.,� � - .1 . '. �� ,, . L I I . V U C BOARD � WITH /E�_� QI I W.C. WALL COVERING O/E rYP woOD P D A ,: DOUSLE `ACTING 4�lD WOOD Po ER POLE ,, DBS I.D. INSIDE DIAMETER WDW. WINDOW `4 NAIL /N POIyR OLE DOUBLE ' INCL. INCLUDE(D)(ING) QUALITY W.H. WATER HEATER -��--�� 33.16' o E BENC MARK ELEV. 2 28 � DEPT , DEPARTMENT ' QUAL. p�EP P ELLspur �' INFO. INFORMATION QUAN. QUANTITY W/0 WITHOUT DET x r QETAIL INCAN. INCANDESCENT WP WOOD PAINTED CEN TER L : er DEED LEVY ROAb //VV SA 924 - In d F=° r :DRINKING' FQ,UNTAIN; W.S. WEATHERSTRIPPING NBso "o �� a/e DIA i R ° I o"w 1z RIgM ETER ' v so R w 236.91' - C. ----- _ Y DI ,s>' WT. WEIGHT � ---�_ - � M" DIMENSION. J WOOD VENEER -�--- RE. RELOCATE WV. Q W, Z ,; DIV,: DIVIsION W .j. JAN JANITOR R REMOVE ��-- -- ORN, ' ,. DOOR R/A RETURN AIR Y ` m. 86 RAD. RADIUS - /NV. 10,36 .. . - DRAWING RECEP. RECEPTACLE YD. YARD J DRW, DRAWER ANGLE REF. REFERENCE Q' LEVY - - � REEL. REFLE TED W INV= 6,53 RoAn LAM. LAMINATE C LB. OR POUND REINF. >_ O REINFORCED MISCELLANEOUS C� 71 .1 1 ' ' 1 . . , . - - I . �.. 1. , ��__�'.. '. . _,, 11, .1 . . L.H. LEFT HAND RESIL. RESILIENT ROUND Q (E•),. : 'EAST LQR• LACQUER READ. REQUIRED Q ELEC. .ELECTR G, H Q Lv REVISED FOR TOPO AND TREE LOCATION W.O. /� 99-5387 12-9-99 ELEVATIONS BASED ON N.G. V.D. 1929 I R RIGHT HAND SQ J EL. :, ELEVATION RM. ROOM 0 SITE P LAN m ELEVR ELEVATOR RND. ROUND SQUARE ENGR , ENQINEER R•0. ROUGH OPENING ❑ SCALE: 1 „ = 20' EQ ' I. EQUAL REV. REVISION INCHES (OR DITTO) EQUIP.... : EQUIPMENT R.F. RAISED FLOOR • ry' �,•.. z _ �} y r•'' _+ :a . ' . . 11U , I LEGEND INDEX Ca1.NSTRc�C-r�aNF cLAs ��CAT�QNS. . w , .. CQNSTRUCTON TYPE IV UNPROTECTED, SPRINKLED ,q ELEVATION REFERENCE 11 OCCUPANCY` GROUP F At T.O.S. ELEVATION DATUM POINT REVISION NUMBER AND CLOUD EL. t-0'- 0 ONLY LATEST REVISION D 2 Q c CLOUDED) A3 B SHEET NUMBER MAS HT, 55 a SHEET Np. DESCRIPTION DATUM POINT �jlMAX ''S F, PER FLOOR 63,00'D .5'.F. r, r p) ' -- ` �- DIRECTION OF ELEVATION VIEW ACTUAL :5 F, `(SHELL) � ! 8;gZ5 ' � `l It 1, � f a a. s,;Y. A WINDOW TYPE DETAIL NUMBER . � - L; f Imo-- A0 1 COVER SHEET, SITE PLAN OCCUPANT f�OAq 8;95100 . 90 PEOPLE �x I A1 . 1 SHEET WHERE SHOWN >, y .;;; A1 . 1 FLOOR PLAN , DOOR WINDOW SCHEDULE I I I � 0 - 5 ► . RESSE:WIDTI :RE4'D B;9257C,2 = 1'8" C 36" REQ'D � °> I r CIRCLED AREA TO BE DETAILED DIMENSION TO CENTERLINE 4, . r, �. , 0� DooR MARK C ) �. A2. 1 EXTERIOR ELEVATIONS/ WALL SECTIONS C - ` __ EGRESS `WIDTH PROVIDE'D 6 36 ;-:,z- a T/^i r. , S1 . 1 FOUNDATIONS PLAN 8c DETAILS 511 T +, BREAK LINE SCOPE, •,OF "WOR c ? DETAIL REFERENCE ,f --- n/E nom- OVERHEAD ELECTRIC A3 THE` ExT.NT• OF WORK_,:,IS •.THE CONSTRUCTION OF A SHEET NUMBER NE1 PROJECT CONSISTING OF APRE-ENGINEERED -- x x --- FENCE I�'Ab'r?�I . S�lE. SECTION REFERENCE BUILDING. SHELL;, ALL INTERIOR BUILDOUT UNDER 2 - SERARAT GaNTRACT G�51GN ,JAS}. ALIGN SURFACES AS INDICATED A3 SHEET NUMBER �A1� . 1 /D DIRECTION OF SECTION CUT1.1 . . Joy Na. p35 L?C} a « lrr rljlll ! . ,! • , --------- - .. I . . . sF+��r� ,Ap.1` a a q ' c. f 11 . � � r L� 24 2 WEATHER STRIPPING 150'-0" -: SUPPORT POST t.t A2. „ 25'-0„ 25 -0 25 0 w 'Zo X7100 25'-0„ 2cJ'JO , zo ov'iaKo JAMB ¢ U'o-W, 0 THERMAL �woUa-z N SILL 3„ 3 -8 2 ,> PANL 4 ;a M�.. �101 ow�z 4 MONO ( ) FRAMED OPENIN w - zWzz} i.' � UwQa~aLU w~ Y 4'--0" PI �VIDE 4' SQ. o5 N0Coz'''r o F Mz ED OPENING I I �0 �,�u, o F� FUTURE '"\ � z ¢o �o . I WINDOW DETAIL- CDII EJI AUST FAN. � SCALE: 1 1 /2" 1 '_0„ °' I I ( I I I • II II � I � p � II II Q II II DOOR JAMB II o I I I ( SUGGESTEC) I w - � p L, Q DOOR POST rI. _ STRUCTURAL � �� DEMISING WALL I '`� �rl� � � � � Q .. J o -`� 1 II I �� II LOCATIONS — �' I ❑ D W a- LINE Qo I I '�� r '� 1 ,� �� , --1 ► , � a,a ��N I I �Ln 0cit r o � w � 6" X71 3'-0" 6" DOOR ON MODULE - II Y CLQ ROUGH PLUMB II ROUGH PLUMB Q W Z a I ROUGH 'PLUMB ONLY I I ONL\( --1 ❑ -j 3'-8" 8" DOOR 6" OFF MODULE ONLY ILAIf) e Q m 6r, 6'-0" 6" DOOR 6" OFF MODULE r II J ] DOOR WIDTH 0 MODULE LINE = =- I I � � � � o MODULE LINE a a0 cn I A II II w DOOR DETAIL O II N N N II II 2 0 SCALE: 1 112)l = 1 ' _0„ I I o 0 0 0 -0„ 0 0 O 25 -0., _ Q O 25 -- „ 25 _0 6CJQ AMP METER 25'-0" 25 -0 _ _ 3 4 P1.12 6 pCIENTER W/ 20 DIISCONNECT - ,� 5,f4 15,-4>, 14,_0„ 15'-4» 5,-4„ 15'J40„ 5 - "�— '4 � 10" �' - 6 N n, 7' 6" 14'- 10 Q W ❑� Ld J Q Ala." m z J � Q FLOOR PLAN �- SCALE: 1 /8" = V-0"-0„ o� ❑ ❑ ..J 0 Ul C] z w J U DOOR WINDOW SCHEDULE _ w FINISH SILL JAMB HEAD REMARKS - NUMBER TYPE MAIL SIZE THICK FINISH UNDER CUT RATING HARDWARE GLAZING AFRMME MATL FRAME - T ROLL uP 601) AMP BREAKER 10 4 WIRE. � 1 A MTL 10'-0"x 12 '-�0" - FACTORY - _ MTL PAINT F A3.1 - - SEE NOTES 1, 2, 3, & 5 1 20 208 2 B MTL 3'-0"x7'-0" 1 3 4" PAINT GROUP 1 - _ _ MAIN PANEL 100 AMP 10 4 WIRE n ALUM 1 '- 0"x3'-6" 24 CIRCUIT H f - - 600 AMP 3 DIA 4 WIRE r METER AND 120 -,)08 - VOLTS 3 DIA 4 WIRE J - '. o I� y L {= DOOR / WINDOW TYPE JEA HUD ho -E BOX 2X 4 - 250 KCM ALUM 2- 2 112" CONDUITS 2X 4-250 KCM ALUM J 2- 2 112" CONDUITS M � H,nml SVE EL- E (---',`TRIC RISER DIAGRAM JAD _ TYPE A TYPE B TYPE C NTS 1 /00 - 03 5-0 0 A1.I �— Q 1 3 3 1 3 1 2 51.1 S1 . S1.1 S1. 51.1 S1. S1.1 z o :1 S1. ' 51.1 51, 1,1 S1. S1.1 51. 51.1 S1. S1.1i S1 .1 51 1 0 � o Q ,c I 2 x -- _ _ - - r - - - 1111% i 1.1 S1 .1 CJ CJ CJ CJ C C G:J CJ' CJ C C CJ Y _ CJ CJ I I fl N I I � I I .0 - S In I r vz O CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ �,Lz)� 'K ov�axuWO Zz a¢OwNz� 51.1 51. w c�awj0a ca UwIL r H i a� '_'om 000ww I Q) a wx�ow I CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ I 1 I 1 .1 S1.1 I I [.n Lni I I m o a CJ CJ CJ CJ CJ CJ C CJ , C;1 CJ CJ CJ CJ CJ I U W < ❑ ❑ W ❑ � � � o w Z JGJ CJ CJ p CCJ CJ CJ CJ CJ CJ J p_ I W 5 > Z I I m W Z _ ,� I Q J ❑ I HAIRPINS D �: i � in Q I I CJ CJ CJ I CJ Z CJ GJ- CJ CJ CJ CJ CJ I W L3 ❑ _ in Q Z J L - - - - - - - J L - - - - 2 W � Li LL - - _ - _ _ _ _ - � 51.1 S1. ❑ J�lk 0 5 6 5 6 "04 .5 5 6 5 6 5 ° a 51.1 51. S1.1 Si . S1.1 51 . S1.1 S1. 51.1 S1. $1.1 51. 1;1 S1. S1.1 S1. S1 ,1 51 . 51.1 S1 . S1 .1 S1 . V) 0 r FOUNDATION PLAN SCALE: 1 /8." . Q, Q Q LSI o � _ � 5 CONC. SLAB [l] W/ FIBER MESH 5" CONC. SLAB 5" CONC. SLAB 1 --#5x15'-0" Q m J W/ FIBER MESH W/ FIBER MESH HAIRPIN � Q J M L3 Z = QL ❑ 0 to CT U 1 ,-4„ , ADD 2-�-#5x4'-6" 2-#5 CONT, #3 TIES @ 36" O.C. 2'-6" 3'-0"x5'-0" 5-#5x2'---6" 2-�-#5 (CONT, #3 ADD 1 - #5x2'-0" EA WAY #3 TIES @ 36" O.C. SECTION o SECTION w SECTION 1 2STRUCTURAL NOTES SCALE: 3/4" = 1 '-0" S 1 .1 S 1 .1 SCALE: 3/4" = 1 '--0" S1 .1 S1 .1 SCALE: 3/4 l '-O" S 1 .1 S 1 . 1 U DESIGN CRITERIA: (ALL DESIGN PER SBCCI STANDARD cf) W BUILDING CODE 1997 ED, UNLESS OTHERWISE NOTED) �+ 1 . LIVE LOAD: U ROOF-- ----- -20 PSF U) SIDEWALK 5 CONC. SLAB 5 CNC. SLAB 5 CONC. SLAB 1 -#5x15 -0 2. WIND LOAD- - ------- 100 MPH PER CHAPTER 16 W FIBER MESH W/ FIBER MESH W/ FIBER MESH HAIRPIN CAULK / 3. ALLOWABLE UNIT STRESSES: A.) CONCRETE--- ----3,000 PSI �- B.) REBAR-----ASTM A-615 GRADE 60 & A-305 I l ' 5/8" EXP. MAT'L C.) HIGH TENSILE BOLTS-A-325 �Q d • • • " - S D.)- WELDED ELECTRODES-A-233 CLASS E-70XX � 2 - 5 CONT ADD 2-#5x4 -6 E. SOIL BEARING--- -2,000 PSF 2-#5 CONT, 1 4 # 3 -0 x5 -0 5-#5x2 --6 ) 1 -4 #3 TIES @ 36" O.C. #3 TIES © 36 O.C. 7 F.) STEEL DESIGN--- - - --CURRENT AISC MANUAL A-36 Q STEEL WITH ONE SHOP COAT OF PRIMER G.) METAL BUILDING- -- -----PER CURRENT MBMA RAW SVE SECTION 4 SECTION 5 SECTION 6 G�siGr`i: JAD SCALE: 3/4" = 1 '--0" S1 .1 S1 . 1 SCALE: 3/4" - 1 '-0" 51 .1 S1 .1 � SCALE: 3/4" = 1 '--0" S1 . 1 S1 .1 4. ALL SAWCUTS MUST BE MADE WITHIN 8 HRS OF CONC POUR. nA�. 1 /D0 .pori NO: 035-00 51.1 5c6q Lely PU'f'ER/END USE GUSTOMER RE5PONSIE3ILITE5 GENERAL NOTES ' 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate I.I Fa'Orlcation shall 'oe in accordance with U.5.A,'s standard practices in compliance with the applicable sections, relating to design requirements approvals and secure necessary permits from .cit County, State, or Federal Agencles as required, and to advise/retase U.S.A. to Fabricate and allowable stresses of the latest edition OF the "AWS Structural upon receiving such. Welding Cade U.S.A.'s manufacturing procedures have been 2.2 United Structures of America's (hereafter referred to as U.S.A,) certified by: V Reference Certification numbers � � � � standard spqciffcations apply unless stipulated otherwise in the Contract p °9011 Documents. U.S.A.'s design, Fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work with any other I.C.B.O. FA-327 interpretations to the contrary notwithstanding. It is understood by both C�- Parties that the BUYER/END USE CUSTOMER is responsible For clarification of U.S.A, inclusions or exclusions From the architectural plans and/or specifications. Houston "135 2.3 n case of discrepancies between U.S.4.'s structural steel plans and plans n Column) M-195023 �or other trades, U.S.A.'s plans snail govern. (Section. 3 AISG Gode of Indiana (Far Beam and Standard Practices, 9th Edition) Indiana (For Rigid Frame) M-195622 2,4 Approval of U.S.A. drawings and calculations indicates that U.S.A. has Indiana (For Straight Column) M-195621 A.I.-S.G. Certification For Metal Buildings ) / correctly interpreted and applied the ContrIct Documents. This approval Member M'r3MA constitutes the contractor/owners acceptance of the U.S.4.'5 design concepts, assumptions, and loading. (Section 4 A15C Code and ME3M`A 3.33) ' 4 1.2 MATE IAL5 ASTM DESI6N4TION MINIMUM YIELD ( U. N. a - C 2.5 Once the BUYER/END USE CUSTOMER has signed U.S.A,'S ,4ppr°ovai Package and the Not Rolled Mill shapes (�22 lbs/Ft) 43& FY = 42 K51 �- � project is released For fabrication, changes shalt be billed to the BUYER/Hot Rolled Mill shapes (>22 lbs/Ft) 43o FY = 36 KSI END USE CUSTOMER including material, engineering and other costs. An additional Structural Steel Plate (Webs/Connections) A5,12 Or 450 FY = 50 K51 Structural Steel Plate (Flanges) 4529 FY = 55 KSI Fee may be charged IF the project must be moved From the Fabrication and snipping schedule. Cold Formed Light Gage Shapes 45.1(4 FY = 55 K51 Gable Bracing 445-78 Extra Nigh Strength , 2.6 The BUYER/END USE CUSTOMER is responsible For overall project coordination. All Rod Bracing 436 FY = 36 K51 interface, compati'oility, and design considerations concerning any materials Roof and Wall Sheeting A792 FY 8 = 50 , 0 K51 1 FY, = 30 (, 0 not Furnished by U.S.A. and U,5,A.'s steel system a p to be considered a+nd A3© Machine Bolts coordinated by the BUYER/END USE CUSTOMER- SpeciFic design criteria concerning Nigh Strength F3olt5 (1/2"0 to 1"0) 4325-N FU = 120 K51 � � this interface between materials must be Furnished beFore release For Nigh Strength Bolts (i I/a"� to 1 I/2"(�) 4325-N FU = 105 KSI Fabrication or U,5.4.'s assumptions will govern (,section 4 and Commentary, Anchor Bolts (IF su fed) 436 FY = 36 K51 ! AI5G Code of Standard Practice, 9th Edition) f PP.1 453, GRADE B FY = 36 <51 pipe � / 2.1 It is the responsiL iiity of the BUYER/END USE CUSTOMER to insure that U.S.A. s plans comply with the applicable requirements OF any governing building 1.3 PRIME Shop primer paint is a�_rust inhibitive primer which meets the end authorities, The supplying of sealed engineering data an or ravings P-636 and is U.S.A.'s Red �, the metal building system does not imply or constitute an agreement performance of Federal 5pecificatian TT- Oxide color. This paint is not intended For long term exposure that U.S.A. or i,ts design engineers are acting as the engineer of record to the elements. U.S.A. is not responsible For any deterioration OF _ � dr design professional For a construction project. These drawings are OF the shop prime t as a result OF improper handling and/or UNt 'I' ED STQ-LUCTU -L � ��' Sealed only to certify the, design QF �.he structural components furnished by U.S.A. storacge. U.S.A. sh at be responsible Far any Feld appliedaint and/or coatis s. CSection o.5 AISG Gade of Standard Practice, ICA 2.a The BUYER/END USE GU5TOMER is responsible For setting on anchor bolts and p gerection of steel in accordance with U.5�14.'s "For Construction" drawings 9th Edition) 7 - pp TAT Tj only. Temporary supports such as guys, races, Faisetuork, crib'r+�ins or + SPECIAL GOATINC�S: DRAWING INCT �AC.CIACT� - other elements required For the erection operNtian shall be determined 1.4 GALVANIZE❑ OR P See Contract Documents and Furnished and installedbythe erector- No items should be purchased from a preliminaryset of drawings, includinganchor 'bolts. Use onlyFinal ' ''FOR CONSTRUCTION DRAWINGS" For this use. f 5ectlon -1 '415C Code of 1.5 AL BOLTS ARE I/2"0 x 0'-I" A301 EXCEPT: Standard Practice, 9th Edition.)a) Eave strut connection - 1/2"0 x 0'-1 1/4" 430-1 b) Endwall rafter splice - 5/a"0 x 0'-1 3/4" 4325-N connection - I/2"� x 0'-I 1/4" A325-N 2.9 United Structures OF America (s responsible For the design of the anchor bolt to c) Endwa I I column to rafter permit the transfer or forces between the base plate and the anchor bolt in d) Main frame connections - SEE GROSS SECTION r 0 2 5 3 shear, bearin0 and tension, but is not responsible For the transfer OF anchor bolt NOTE: Washes are not supplied unless noted otherwise on drawing ,� Forces to the concrete or the adequacy OF the anchor bolt In relation to the ^ I I C concrete Unless otherwise provided In the Order Documents, United Structures of f 1,6 A325 BOLT TIGHTENING REQUIREMENTS BtJ lr�+' � � L � f�-�� ol�lOI`t�✓T,� INC, America class not design and is not responsible For the design, material and construction of the Foundation or Foundation embedments. The All high strength bplts are A325-N unless specifically noted otherwise. T r END USE CUSTOMER should assure himself that adequate pravisians are made shall be tightened by the turn-of-the-nut method in END V 'E CUSTOMER �- 4�� W41_5N�'LU in the Foundation design For loads imposed by column reactions Of the bulld(ng, Structural bolts accordance with the 9th Editfan A15G "SpeciFicatlon For Structural Joints UsinUYE ORDER building site.g ASTM �p D other impaled loads, and bearing capacity OF the soil and other conditions of the ,4325 or A490 Bolts". A325-N bolts are supplied without washers B ' f It is recommended that the anchorage and Foundation OF the building be unless otherwise noted on the drawings. are deli ped as bearin t e connections T p� � �-�L4N-1-�IC �E4C4 FL C' oU�j'�'Y r--�U\r�� designed by a Registered Professional Engineer experienced in the design All bolted connections unless noted g g yP J OBS ITL_i D OF such structures. (Section 410 MBMA 19ab Law Rise Building Systems Manual) with bolt threads not excluded From the shear plane. 2.10 Normal erection Operations include•the corrections of minor misfits by 0 BASIC BUILDING FP�T: 5e - � x 150 I '- 0 x 181 m O 1 I� moderate amounts of reaming, chipping welding or Gutting, and the I.� CLOSURE STRIPS ARE FURNISHED FOR APPLICATION: drawing of elements into line through the use OF drift pins. Errors which cannot be 4orrected by the Foregoing means or which require INSIDE- Under roof panels at save TN15 5TRUGTURE 445 E3EEN DE51CzNED IN 4CCOFRED 4NGE WITi-4 T1-4E FOLLOUJINC A5 INDIG,4TED: major changes in member configuration are to be reported immediately OUTSIDE - Between endwall panels and rales trim to U.S.A. by the BUYER/END USE CUSTOMER, to enable whoever is responsi'o e - Under continuous ridge vent skirts "GOOFL•-0�'D5 either to correct the error or to approve the most efficient and economic �. _ method OF correction to be used by others. (Section 7 415t Code of l.a ERECTION NOTE: . 411 bracing, strapping, s bridging shown and pro U-5.A. For this building is 0U545tanolarc� «'i�i"1,4> Code Ed I t 10;'1 ■ LL 20 P5F TrlbUtary ,4rea Reduction Standard Practice, 9th Edition) required and shall be installed by the erector as,a permanent part of the structure. . 58C ❑ LL-. f 5F NO FZeoIUGtIOn If additional bracingis required For stability during erection, it spall be the � _ 2.11 FIELD MODIFICATION5 - WARNING Neither the Fabricator par the BUYER/ENI) D El Ground SnOW Load P5F U5E CUSTOMER will cut,,drill or otherwise alter his work, or the work of other trades, erector's responsibility to determine the amount OF such 'bracing and to El UC"' SE�<F0�jUFRE El ❑ G (� D procure and Install as needed_ to accommodate other trades, unless Such work (s clearly specific in the contras P ❑ Roo Snow LOaol P5F documents. Whenever such work is specified, the BUYER/END USE CUSTOMER is ❑ r'i15�4 9ro For Wind Lows i''iP�-I Importance Factor responsible Far Furnishing complete information as to materials, size, acation 1.9 ERECTION AND UNLOADING NOT BY U.S.A. PE� ICAO ER 401a ■ UJ I �� 100 — and number of alterations prior to preparation of shop drawings. (section 1.10 SHORTAGES F] BOGA EXPOSURE ❑ B U C ■ Collateral 3 E'SF AISG Gode of standard Practice, Stn Edition) claims Or snorts e5 b buyer must be made to U.S.A, within Five (5) ❑ G ❑ 5e15miG Data zone- Aa ' Qv- 61I15S- 5PC" I - _ The strength, stability, and Safety of this building may be modifications by Gutting, drilling Any c g y y E ,,SCE E /PO5URE ❑ E3 in days after deliver or such claims will be considered to have - - or removing any components of the building. No Such modifications may be ma e working y y without the written approval OF United Structures of America, Inc. been waived by the customer and disallowed. [I OTi-4ER _. �__ _- __ OTi IES _� Collateral loads or other components provided by Others may be supported on this 1.11 CORRECTIONS OF ERRORS AND REf',4IF5 (MBMA OJO) U I'1EZZ4NINE: LL ___. PSF CDL �P5F building in the designated locations IF specifically included in the design loads, Unless the connections For such components have been designed and detailed by Claims for correction of alleged misfits will be disallowed unless U.S.A. l, Goole OF• Latest Issue to be Used Unless Otherwise Noted. U.5.4- the customer is responsible to ensure appropriate connection details are utilized. snail have received prior notice thereof and allowed reasonable inspection OF such misfits, The correction OF minor misfits by the use of drift For ioulldtn�5 WIt�1 Cranes= See Gross Sections arid/or CaICUIatIOnS For IOaCllnr� � pins to draw the components into line, moderate amounts of reaming, 2.12 WARNING In no case should Aluminized Zinc steel panels 'oe used arid cutting, and the replacement OF minor shortages OF material COvERING s TRIM 45 INDICATEp in conjunction with lead or copper. Bath lead and Gopher theIy harmful chipping a re a norm,31 art oerection ansubject to claimNo part of- - � corrosive effects On the Aluminized Zine allay coating when they are a ,3 p f tid are not ■ 2664 ■ USA PPR ❑ olfte Ll UL90 Fasteners-:. ❑ 1114 x I" STS Member d Stitch in contact with Aluminized Zinc steel panels. Eden run-oFF From copper the Building may be returned For alleged misFits without the prior approval of U.5.A. Ll24GA El USA R ■ .Aluminum Zinc ❑ Northern Roar El 012 x I14" SD5 Member Only W/ STS Stitch Flashing, wiring, or tubing onto Aluminized Zine should be avoided. - r ❑ 2464 USA "Guardian I" 55R ❑ Silicone F:rlolyester ❑ Wide Mastic ■ 12 x 14" SD5 Member with Laptek Stitch ROOF y fa: fJ Fired ■ Long Lire Fasteners n C] 24GA USA "Guardian Ii" SSR ❑ K par Cli 4.13 SAFETY COMMITP' ENT UNITED 5TRUCTURES of 4MERIG4 has a commitment 1.12 ERECTOR NOTE ❑ T _ ._T Color ❑ Law ❑ Floating ❑ Stainless Steel Fasteners Erect steel with piece mark corresponding to location of piece marks on Special Regquirementa -__w _ __ -.._ ___- ❑ Nigh ❑ Articulating Thermal Bloclts: 0505A ❑ °t" ' to manufacture quality building components that can es safely erected. drawings, Erect and plumb ba s progressively to insure overall width However, the safety commitment and ja'o site practices of the erector erectiong p y p g __ _ A. and length is maintained. ■ 26GA CJ USA 'A" ❑ .. _ ❑ Kyndr ■ Silicone Polyester Fasteners: ❑ "14 x I" STS Member d Stitch are beyond the control of U.S. wAL.L. ❑ 24GA ■ U54 "R" Color SANAEL4,5AN ❑ Long Lire Fasteners F1 1112 x la" 5D5 Member Only W/ ST5 Stitch It is strongly recommended that saFe working conditions and accident Special Requirements _-- prevention practices be the top prlorlty O ❑ Stainless Steel Fasteners ■ '12 r I!4" SDS Member with Laptek Stitch ,f any job site. Local, State, ■ Standard W/Gutters a Downspout ❑ Standard W/Eave Trim ■ Base Trim ■ MFO1 ■ 0201 ❑ DP01 ❑ Base closure and Federal safety and halts standards should always be Follows toe p insure worker safety. Make certain all employees know the sa Fest and TRIM Gutter _C.CsREEN Downspout G-Gf? � Eave take C.GREEN Corner `..TAN _ Jamb 4 Nead ->Z �I BaBe Trim SSI ATS- most productive way of erecting a building- Emergency procedures Special Requirements _ MFO1 (STAN) ___. I _ _ ■ Silicone Polyester ❑ Kynar Should be- known to ail employees. NOTE! Customer To Provide GolorS Denoted + Daily meetings highlighting safety procedures are also recommended. The FASCIA n 2roGA USA ❑ "A" ❑ "R" ❑�._.- __..___ Color__._ Trim Color use OF hard hats, rubber sole shoes For roof work, proper equipment For With + +0F Any On Returned DwG� s. PANEL El22*4 Special Requirements _. _ _ ❑ Silicone Polyester ❑ Kynar handling material, and safety nets wr.ers applicable, are recommended. l9 3/1/00 SOFFIT '■ 26GA U 5 A ❑ "A" ■ "R" ❑ _ _ Color— S.TAN Trim Color nREEN Ica I/ra/00 PANEL ❑ 24GA Special Requirements � _ _�_ ❑ Silicone Polyester ❑ Kynar 4 I.1 12/15/99 BACK ❑ 2664 USA ❑ "A" ❑ "R" ❑ color _ ,�_ Trim Color —4.— PANEL D 24GA Special Requirements __ ❑ Silicone Polyester ❑ Kynar I4�> 8/28/98 PARTITION ❑ 266A USA ❑ "A" ❑ "R" ❑ Trim Color ' Irl PE RM I T L�/(�/OQ PANEL. ❑ 24GA Special Req uirsments . _ ❑ Silicone Polyester ElKynar P II l /9rO ❑ 2oGA USA ❑ "A" ❑ "R" ❑ Color _ Trim Color �10 �OC7 Number 2 l / Q LINER ❑ 2464 Special Requirements _- __ ❑ 5ilicons..Polyester ❑ Kynar p' SHEET Ll OF i 13 t 5/31/S4 T 2 3 coo a o 150'-0 0/0 STEEL { 25'_0 25'-O b ~ 25'_0 25'-0 25 -0 �. I'-I 3'-1'2 2'-3 2 -3 11-8 1'-5 PURL.IN LA" E5 - El ❑ D5 (TYP) E3 E5 ❑ ❑ • E1 ❑ E3 . CL23 (REF. 5TU � \ Z6 Z4 r w Z2 Z5 \ r► z1 X3 , m 0 s 1 zt -� I I /r I\ z61 \\ I z41 I z2I XII i Z31 Z5 i I \ I ( I i e V I t I I I 1 i i `\ce I I I 1 , I z61 z4; I X21 . ' I X51 zi I I x31 L -- r , 1 \� ,/ z4 Z2 " Xi X3 Z5 \ z6 / / X4 Z2 p , Lu X5 \ z6/ _ [ — _ — [ ] Zi q. r r ] -- � / Z5\ Z3 0 Z2 X4 �. Z2 Z4 z6 G�ti,/ Z5 \ice Z3 zl r _ 1 z31 I zi I �� • I x 1 I z41 I z61 \\ z5l / ( I i - - I t I I t i � I I �� I I 1 I ...• I I II i Zi I z�l Z6 \\ ZF I I z31 I I z21 I I 1 I I I o� "D1 i 71 ' l I d) m Z Z /iZ \ C (P - f a X6 �/ \e Z3 zl Q i X2 Z4 (/P/ X5 \i w / CL23 (REF. 5T1) E a ES ❑ 05 (TYP) ff ' 4 F-1 a E4 E4 ❑ a Ero a Era oc E2 u v CI - CI G OOF AM I NCt LAN a e a 1 , 4 - + .* STANDARD '15` 11 AND "55" DRAl,UINCxS *.. 51W SIR SIKH 52 52A 53 54 54A 55 55A 56 51 58 58A 59A S9R 510 511 512 513 514A 514R $15 516 511 SIS 520 520A 521 521A 522 522A 523 524 52V S26 521 62BA $28R a 53f� S30AS3) 531A .$32 533 533A 535 536 936A5365531 S31A 538 538A 5388 539 539A 5398 540 S40A 541 541A 542 543 544 " 545 546 541 548 549 550 551 552 553 554 55'5 556 551 ER TO NOT 558 559 560 561 562 563 Uo4 S�aS 566 551 $52 553 954 Erect steel with piece marks corresponding to Ibcation or piece marks on � erection drawings. Erect and piumla bays progressively to Insure overall 555 556 551 SS8 559 SSIO $511 5512 45513 SSI4 5515 SS16 $SI'ya. ! width and length is maintained. 5518 SSI9 5520 SS21 S522 SS23 6524 C"IATERIAL** ISSUE REV- DE5CRIPTION DATE �o� DESCRIPTION: ERECTION .PLAN . **ACCE55oRIE�** •s: * *s **TRIh'I** MK. OTT. DESCRIPTION i ANEL5 I TI N MK. OTY• DESCRIPTION P1 PERMIT /�a cII�TOMEIz: MILLIGAN a SON CONST., INC. R 'OF-26Gq/PBWA-ZINC GUTTERN2&&A/C.GREEN MK. QTY. DESCR P O . 9.TAN DOWN5POU1�-26GA/G.GR1ri;N A 6 30`10 LY WALK DOOR (WHITE) W/ W5,5rD. HARDWARE ATLANTIC BEACH, FL WALL-26GA/R/ �} I�II� LOCATIpN: 5 1 -26C,4/R/a-7AN CORNER-1ronA/5.TAN p F, g " THROAT 10'-P�° vENT (A.ZINc) W/ 8.9. t DAt-1PER BUYE1R NO.: LARRY UJ,4LSNAU.1 JAMBlHEAC7-26GA/S,TAN G 12 SKYLIGHT x II'-0 (80X/R/WHITE) vr� tN$, TRIM t CHECK .5Y ATE I - FRAMED OPNG. (FOR RUD) UNITE}p. 5Ti✓2LIC1�TURES OF AMERICA, INC. RAW{NCx BY DATE' BA51; 26 GA/B SLATE D 6 IO-0 x 2 0 B,QI", 4/4/00 10-0 -0� FRAMED OPNG. (FOP, FAN) itis e�se�ia� 4-0 x 4 2 Nousrori,TEXAS r»sg JOB " GADS D WING " ISSUE P1 m lr;; RA>c>~'� c GREEN E zee-. 2-�z4, 2 5 33 5 �Ov E 1 0� '' 1 t~7 r„•. . s.. . i t. -. . I . . r F _ � . _. F - 11 � -- i 4' I,: > , .. I ,. ,, - y .1 . . . . - . . ,I .11� I . . I I . . . . I . . . I - I I ' ' , " ' , '. . . I . . . I . � . I I I . I , . �"`�_ ., '' " " ' , .411, . . . .I . . . . . . . .1 . - . I - I . .1 . I 1�;�. , -11 - '... . . v . . . . . I I I . . . � . . I I .,�, . �-,- 2 3 -1 I - :k`, .r 0 , w _ II+) 1. I'-I I'-1 1'-I I'-1 1'-I I'-1 1'T T `-8 1'-1 T 1 ► v , aJ . I f . ($) UP x 214" A325 BOLTS � i (J" CONNECTION FE) M I i..• ' 'R' WALL. PANEL -BASE CHANNEL1. M +' `� IP!"R 4 ,! X21 X22 t. X23 Z2.4 XZ5 Z26 _ 1"'AIR SPACE - h . ' Nl ,11 j HI - HI HI NI HI p L, ° -I 5 © d (D V � an d MF@I I "� ow v „•. Q Z16 11 Zll X18 "� 11 ZI9 Z20 X1 MA NRY F . , • ti.' (O , z-I Z15 - . 4^ m p p p - p p () (NOT BY USA) 3 MTL. STUD (NOT BY USA) '" i ,, t N IIAu M N X — , N X N r: 11 _ _ _ I k _ _ _ S�CTIU�I 'I�1� 'f - ',M ® OPEN FOR OPEN FOR OPEN FOR OPEN OR OPEN FOR OPEN FOR __ ._,� j - . . q (MASONRY) (MASONRY) � (MASONRY) (MASO RY) -7 _ (MA50NRY) (MASONRY) - � - k ;, 'i - r - . � r f!; . . , . ��• s . I * � --^. /}y Q U! N 1 1 I p 1 r 1 N 1- 1 I e 1 '+10 '' cv ' 8'-� F • ..s •. J•/�/�. w iv 10'-0 8'-� '-0 3 - 8 -10 10 -0 cv 1@ -@ 8 -10 3 -0 3 8 -10 I -0 cv 1@ -@ S 10''0 l . . .R / - _. r fn) 25'-0 25'-0 25'-0 25'-0 25'-@ 25'-0 [ x� " ' I 101@151-0 2�5 -10z is - 2�5 -1012 I@�15 -@ 2�5 -102 o154 265 102 I@ 15 -0 2,D5'-1012 <,� Tia { ,•J'. 51DE WALL SHEETS 2 5 -10z , y FILL. HEIGHT . . _ 150'-0 O/O STEEL �'. I , . r: . n - , .,-.I * � .yl ,.I., . I I I w' ` LE�' tION LINA ILII 1f. • �c, . _ . r . ,.�. • . , - r $' h; .• , 7 . r K ilry �u g d 2 I I 's �: I. . • 7 :4 L. r ; 4'-012 1@'-5�a 4 -012 10'-5 4'-012 10 -5 4'-012 10'-5a T4'-012 10'-5 4'-012 10'-5 L _i..,.. r r,mac ' - 1'_ 1'-41x i'- I'-1 I'-1 I'-I 1'-1 I'-I 1'+ z 1'-I . � ;• E. ,g-,. F �I I ".. _., ---1,i . ..."."_,� 0 , , - io.� 7 .I i . I I . 1. -. . .. '. .. . _ . ., - - - _..-„,. .. _ . . . - . . .- .. •_ - ._ ,_.. ... -. . .._ .. . _.. ?•r �: .. � , I . I . - .. . . ,�_ --- - - - - - � _�:- - . , `_�, � , -- , .L,�'. :-7, , -- -, .- - .1” __ � I . � . - . . I ,,��l I . �7, : .'I . � : '.1. . 1 41 1 -_ -_ --- 3 c_— I I I I . I c_-- . . . � . ,��,_. � I 11, . . 9 I I . - ____ I __ . . . I I . .. .. .: , .. v %1� . I I _J' .I I . - . - � I , 1-11 -'f' . . I .- . . . . . .!" !�_ _ - , 1. I m - . .. 1-1 . 0 1� .. . ,._ '. I . '.I , , I I I 0 a � . I . . I .. Ill 1� , . ... I I I I . I- . , . . 1, - _. . ,,,, .� 11-1 "I - . ;t . I . .. ,b , . Ak . ,. tt z28 �t Z29 i z29 z28 Z31 ,; , zl111. , i ` . . 0 Z28 -i x29 z28 O 4 a r) Z30 O X29 x Z30 .. , 1 ' 11 �- 1. ,�b,, m , r • X2Z z28.- 0O ` 229 �C�3 X29 z28 Z21 � . w �: Jw '` �ry y:- `. . t1i f k . .. „,, - . . . _. ' , w l ♦ ,. c 25'-0 25' 0 25'-0 25'_0 25'-@ 25'-0. . I ,r''` . a r 'l.. 5fDE WALL '.$PESTS « . ./'' ' w° } ► FULL HEIGHT 150'-0 O/O STEEL '� , ELEVATION L. IN� "{pII - - 1 ° ; , w .. 4. . " °' - �•. 1 .f z r " . r .} . I . — , �, 1 r _` 1'11 , 4 ;1 { - • Ii, I y J ✓ �. }'• ti . Y . M f, r , 11 ! .. 1 I. # . . • . * b.` F .. ' . - - I k 'i, y r y. Y y '.� - t w , . . r;9t 7 ;! ..M', • it 1SS�IE0. REV.,RESCI IPTION DATE y D.E5CRIFTION: ERECTION PL � I' - . _ . - -= 1. .;. x ,ZS a ;~ r v t' x M . I y I'rIET A 4 66 rQ,O � �(G.• . I ISR I`'IILk.:ICx N . 1 ' P � uTOMER= . .. L. �. r `. t y «gV T;• r i� -r. d q '+ L. r' � f,'' T G F Y'. TAN (C BEAR .N L, L» ,�. aI r. . .. T'I N' , r , t5G 4? �;4 O a r F Y f* L. S' J� t. s I p'e,.. ,p. n , ,µ ,x a _ 1 • 1; Y: ! . r..+'. '.,,.., - as ✓.•Ll_ ,k.'.. 'i• - :r - r T :1. : .W F t 5�n iM y y,"� ir-: ti4' x 4w r. - - F :.' '7'.. �.y-p :a a.t E9 ,h. ... a r r •,. E a. RQ e. a .. r. UN 1' �1 E C 1 '1. ' UREA• 7F AM I �4 r _4 r F I. YK' r3 y 9 A" .L � ^.Yy r a • 13.AK, .ee .�. .,,� ..r, .. �'g .. e �,y., d 1 'r •_� FBF. ?! w ti, ,ti::- •'.:5? .�_ N", r .� .ru,� �: d Z ,•�ca�. -�r �I,, '�<' .�• W N r� � �:,: �_ !a a t JQE '' pvf. Rio 1 :, ( a . ,. a.... . e. , s a .,.. :. . . - 291-442-82d� I •. ^� .• -.a �,r �p,,t. �!y� ) .. .. -. , , .. ,. • •. - .. :'i.; /' t I/�}�►j//may w�; .y... .1. , 'M./rM', �' ': - a. . ', y ,; r5. . rxh '. 7 .. :, �'. .. 'e: 'r:.r. . r ..x '.J't. r,hti �t r ,,�. Y'i tt .r „ ',. 43 .. _ .. .. 1 Rr + .a'. ,. . v -�•� W F. - _ ...-. d - . h''' r-1e. el - ter. .�:�; �, 'W.m 4 - - t 9 j�: y ,a"..: Y w n , w 'u x- Gw .( i "j• -, • _�.. .. ' 9^ f• b 1, ., ,. t • .. .. -'+ y v y. F Y - - r..S 5 F,, w 't f a+a .. _ '.t S. -. o :.'S b° `.fie i':,;. a f P d x w L'c.. • . :. - r .,..-C 3.. r r ... .. , u �. r- .. , �.. ]. .f yr.., + a. i •• .. ., a. 4 �, ,K1. 11 111. �, k �- c i; _ s 4vrw_ *o .. - , ., yr r , 1 r d 7' , G g B C , D A A D 2ER 2ER IER� IER . 1ER IER — 1 X34 Z35 Z34 � X34 Z35 Z34 Z33 - --, Z32 Z32 Z32 Z33 Z32 Y r m Z32 X33 X32 Z32 X33 X32 U U ul rn t W W W MA ORY MA5 RY - (NO r BY USA) (NOT BY SA) ' d 19'_9 20'-0 ' 5'_O 5'-m rag'-& O/O 5TEEL rag'-ro O/O STEEL"., L CATION LIN �li �� _ ELEVATION s LINE E LEFT ENDWALL RIG PT ENDWALL D A 12 1'-0 LAP 12 1'-0 LAP I I I N lPI "NI N LIQ CD N In (� N LII -1 N (D LIQ N CiJ Ln M ' iV !I� N ll1 r 1 11 1 1 m lP N lP N T T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 co i� co c� a� a� o� g e� (P o� co co c� i� a� a� U 0 ap a� a� ca N h N CW N N N 3 3 3 3 ' Ilill SPEETING '4 LINE 11111 S�#��TINC� LINA - - - - . r y -LEFT ENDWALL RIG- PT ENDWALL 1 y ' QRS 155LJE REV. DE5GRIPTION DATE �q� DESCRIPTION: ERECTION PLAN A. P1 PERMIT 4A5. � CUSTOMER: MILLIGAN A 50N CONST:, INC. • yL, LOCATION: ATLANTIC BEACH, FL BUYER NO.: LARR"r WAL514AW UNITES STRUGTUf�ES OF AMERICA, INC, DRAWING f3Y DATE CHECK BY DATE P912 BUSCWCX4 BA"1 , 4/4/OO HOJSTGN,rFcA3 1103g LOADS DRAWING- " 155UE 251-442-8241 , . 25633 ZEF Gow �.,, f r . . '� +r' R 6` a � rti i - r 6 p _.. .. , n -. .. - - sx { ` r.a y � }: y .. - _ - - sr. L r 1 k - > rary r 1 'r° r t r 1 }„ . r. t .% _a I^ ` I . ,. ' • _ " - y , . a, �' y: ' ' .. .$ t dG. - ti 4 ,4 t:•°: .. . .. - ;v . A - .. "�: i' _ .7 . ♦ �.c :1 i ,'� J y y Ir 4M"' } 1 -2r V-21i 4'-9� 29'-IO►� '_ 1 ., , . � f , 2g�-Im�a 4'-' 4'-5 ' po 4'-S 4'-`� _ , 4'-9j «. ; r1 4'-9 4 -9 1 �-c k m r� , r Imo, 2 4 -.I ,► t "� r`. .., P 4•'-9% 0 h ,w 4' - — 'pBR' ANSI t ! 5'.O� IL -2S f 1 15iV p f•1EL 2 � ��,�" , GANOPY 11'-@ , . Yl.►G -. - 2 �LI[s�41' I@ Z 1 r Is'-_ _ _ _ �" 1 Bye ANEf~ 4 �,pBR� pANEh 3 _,F,BR, . AN " - - , .1.1 . f pBR - - . • K"� . ,.T,": - s , '� .. - I ~0.T 4✓ : .k, r ' y'�.f . 1 .. ._. _. _ _ r _..-... _ _ .- r . r7 L }�L E r ,� I 14 I a ,� 'l VI' r I ,, f . , I 14 . X61 1�s `x 2" A325' BOLTS I I "� �i* s I f V CONNECTION 1 ) . I �m�■ , -- , 23 , 'f . 6J - -- � T `# 'R' SOFFIT PANEL. - ,- CS) r�a 21i1� A325 BOL S t _ �V CONNECTION R-1 I . / , ., . r ) X111® x 2," A325 BoLT1 I ' FB-& " GONNEGTION FI?) . . _ FB-8 �« .., . _ I _ 4 s wt I P I .. ,� _ p ? }t °, . i . 4 Imo, . ' .. . FLANGE BRAGES ARE LOCATED ONE I r y w, SIDE OF FRAME ONL Y.(UNLESS NOTED) (� r ; s ►t1 v . , ' -, J - y - - - . I . . _ - . q wI i ,. :A,. . ,_ _ v." _ - � I d ao U . . ',. , :I Q �y � I (L . , � I `A o I � 4 (V 1 �B. J 14 -f u I :.�. _ r � i tu . . FB-3 - { �I >n ; • _ -� 1 %_ d, - • . . I � Ar r r.' } �`5r�, k i.:r• f ;: .. a .. yiM,' . r f 1 K I �. 5 � FIN. 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'kM Garner MEMBER VOt a"Clovis Pim ^� �m;?� '` �GQlcl orrrl' cv SCREWS Brkt. .k M R a 12"ON CENTER - T' I 4 cl•'sin riE Frame Go tum __ECC ) _ r , r n(MIC;E 5 d r ;, � -m ad to r ;: f , }, . . 0 4! Sheetln Clip I Q O QIV, operator 0114 al - 1R i. - -" D , "[' -optional singly twit`chain • r �c• c - (MIS-CL&) - QAMPER A55E��_._ . o 0 POOR HEAD TRIM ->same direction as pivot bracket 5ADI7L STRAP: opetat A t;"cas dam 5ldewa l l Steel (p�10{) ASS MBL7 ha„die. pulley�dtcrr wl + �", \ ERE OR NOTE: L (2 Per Vent) Data it 3 ' hardwers onal� r ins, . M,Mail (4)Bolts d all Girt Blind Dam r �� a g.' A'"' E3re.,(IF Req'd•) a OF From eg Sider End Ra Fter . Rivets Pa tch Planer , B�_Cross Section ( B'aFFle C1 Ea: End) roar Eurus Bird Screen t: _- PURLIN LA 5 Endwall Steel Line BaFFIe - • Angle Detail 4 1. CP Rivet txyer ;i -(8 Bolts.Add 2 additional per fln .bra) An IB - - ' °` r l37 e BaFFIe StdaBtrd 9mt ' ' r ' C Y nt) Detail5 Skirt ,% ,, . COLD FOf'zM CORNS�' COLUMN f � Biro Screen' q . NEAQE� QE1'AIL AOR Fi�AM�D OPENINC�a map anate � , • r. eel Lln + Sar,idle Strap i NOTA, Ddwp er and bird screen Sedt • . RQQF 5t not bhown or clarity. 1. "�I tit 2 FOR 8x2.56 - 9�hieeld . •. �u W/ Pivot Brkt. DeteI16 - - • • BaFFles / VENT A55HMBl-Y 1? TE AIL*re . . �: I" (GY 'Per Vent) �: Endcat� • Y Purlin 'E Aegle VENT1 ATOR A.55EMBLY (cont 1 , ill � ave Strut S sheeting . 17008 JAM a End Angle Rivet damper STEP 4 - Insert pre-aaaemLalad damper thru end,Inaurrng that _ F 'T �atcht elide charmers are on the same side or,saddle strap&as W 14 Pivot brackets. Lay In place loosaltu ready for naxt,Otap. i 1 A< Angle (4 Per Vent) . ��, D O C7ETAIL I step g - Insert rain shield thru and,above damper,and attadh ..-' ' JAMB TRIM(DJ011 O to all b baffles with one blind rive!per ba/rte. !ATTACH WITH PLAIN *• . ;� �; 51de Skirt STEP 6 - Insert gutda reed tFru ba fla angle of center daaembly. Place POP RIv1=T5 a 12"a/e) f r I Blind $Ida rubber backed.wesbar o ar rod arta bglow berriq angle and :t t I . . . Riva! Panel Insert rod thru rgqin*Ng1d._Place sacGr t wae}bC'Dver rod ' y f Strut Purllri �I End RaFtl°C 1 bale%rain shfol' 4mol conllmia rod e{ry dam ar 1 saddle - (°Cel° Or °(1.1"11) /� Side strap. tush washer tv underglde ref rain efiidlptd = +v' , i (If Required) � - Pana► i' , N SECTION THRU JAMB Will panel r VENTILATOR-ASS M Y Baffle ale Emd� STEP 1 - Position 2 side panels as shown and,pttach to barrfes. U. r I, I .. . . "A (4)12 (14 a II ( _ Gap .NOTZ 1pottom hales should be fastened last. . •� Pdl'18� Ben g STEP ho , STEP I - Position 2 aide skirts over 3 saddle Bird Scr An la � A325 Bolt yr 5T 9 - Insert 2 bird sexeen,anglei snapping a r4 leg bstwa r ;�, CO3 Endwall Column have Pivot b tad49teapade-awsimblocl0 DETA�L 3 D TAI baFFla =side penal F9aa D4lAit 3) + r r � ti. II II 11 11 j � . ( Cee Or tF ) I and pgfntlrlg to the¢ams, dlregtion as STEP 9 • Insert 2 and caps (raids of side p4m4is and fasten to end � . ' . ~y1 `' 4 Roof Steel Lone shown to Use aseemblt drpuitng. gird - Datall 3' angles 4,damperr petd�.•'inaura�laud eoseert angle*era under - � Do not raster iintf{etc z, screen . Iipa•of and cepa.,(9EH DETAIL 5 s Et) ` t r Frame i i . , , . stitch Screwr3 At{2"On P. t i,i � Endwall Girt Rake Trim . Center with Continuous Tape (6) � c la �•�• STEP a - Pos(tton 6 barrio& over the side . STEP 10- Attach 2 bird screen tiara by Ineerling under top lip ld each end Rivet at I r &k)rtrt,2 at'each sedate,efts End: cap but on top or bird screen anal**, to aragie only(p ail•4) ," • ll'tC-RT011 Sealant tinder trim Side. Skirt s6cure thru!are_punched halls,with Ribber side TION x � LQ . AVE STRUT CONNEC Roof Panel 2 bund rivets ti-ru baffle,aide skirt, Baked Panel STEP II - Seal area of rain shield and cap with exterior grdd4 ea4lent r . E3EA INCA END FRAME and edddla)t otrap.. MOTE: Baffle on �e1 Washar& fBeaDatall 6) � .. ` i ' . � opposite:aides and this alma and fats rf� aTEp 2 ; A between side anal and bird . ': ✓ ry - y `4 e. t l 7 Y". «r F r �. ' •.a ,-.; II � . „ • - 12 12II 121t - have 12 }' Caulk And Po Rivet II p. EdV� trot IVe ) I u 1� t'�i �� POP Ritre Po R to 2 ll' ,► s s.. P yp II •II ► 3 ..� Z 0 I@ el Gutler '2 .a Ghann +y h• I K t' " DOwnBpaf} • DaWnSpaU, o ' `` O FI�id �01�•ed. ' Field �QIt6Ct Gtl - it u l �I �U QG TION °'Detail 'A .. o LOCATION • I► II r« - - - Y MEMBER SGREUJ LQG tali MEMBER SCBE L /� .��=�'" , Downspout 5tr� Downspout 5tra De ` p II II _ GALL MEMBERS ExG�PT AS-NOTED):" - .. II u (Z) S�rewS Between Base (ALL MEMBERS) 10. Panel . ., A Panel A _ - � _ Field Bend Gutter i . - I. �,• n II Member And -1 -3 �Girt, It ,{ 211' . . - ,` � • ^r R L WALL A PANEL'WAR Tabs Into Downspout Downspout _ 12 12 I - p _ ^ � , � :=�Ma iri.game (I) S�retu Between All 1 II II .I u l I u' t u I U u '1'�Il .D. SOUl' STRAP ATTACHMENT Rive Z 1 a �' •'i . a � -I ;Rafter s•, , _ Pop R Other Members. - , p " - N ° . - ,• ;, w: Goiter 9tra '( •gG�u And C I) Screw At All , � , � i rF'• - � �. � ;, . At:4'=" "on Por �c�l Stitch 5cra� Dou�SPour ro Gurr�R D�rAI M order locations. ' . � r - -.. •• •, A! 3..��"Otti�'enler dot �G02 � •' ,. Stitch SGrews - MEMBER �GREUJ LOG;4TI�N petali'rAll 'F'op R(ve1 Gutter „ ,I , ! 3'-0" or 5'-�° have Cano Sidewdll Stesl Line ._ _ �. DETAIL � (P�AK�lRL1N, EAYE STRUT, AND f'ANEI ENi? l.APS) 4 d -Coltec Eave Strut ILII ��' �� Stitch screws At Contfriuous ?ape Sealer EAvE CANOPY T AIN FRAME 20" On Center 3$"x�i l3tandardl • ' �, { , I"x 3z (Optional? , Inside closure a Memk�er 5crews'At ' ' Downspout Stra Field Gut Gutter �'� _ - Stitch Screws At Member Screws 12'k On Center With X" Pattern � �--Extended.Leg On � , �� _ 6" on Cent�;r 6° On Center Roo?'•Panel IIPBR" Panel Only. - •� i' � t s �` PO Rivet 1 SECTION"A" POP - "All Outside Closer z - it I � _ DETAIL 'A. ` Girt i Ilxnn Buildln Gol Cutter jMK-EG.� �dve•Strut • . , '� x . . - Build n9 Go 9 r - „ 4 Eave Channel „ •' � rt s, , ; 5 lice Detail "A' Member Screws Gan�(�•�dve rr�im � Raaf Panel -. �• .SofFit Pane � - ,y Portal Brace (MK-CB •Stitch Ser�uS At �- - a" � r, _ (l f Req d) - ;i �la��r - � . . r Return Downspout �-�—.. SaFfit Trim (MiC-5T@I) 12":Ort II n ' SGREW PATTERN5 5NOU1N, � --�— .. � r • � ��k� \7-T • I Wall Panel ns ou D.S. STRAP Qt1ANTIrY Continuous Tape Seater SATISFI', UL-9Q,� _ .• • _ :. p Baa Member°iccrewe At •-�'� .. • _Dow ace 3a x 3,' (Standard) 2N � � a�� SAYE N�IGN. QtIANrlr � " 3„ - �,�-EQU{�EME�T� FOR {��. - ��eldecto�r - Member Screws At � ((loll Panel ; PORTAL BRAG FRAMING ELEVATION ' . A ha'-ra 2 I x �� (OplionaU Perlin 12" Ori Ce •`� .� Fn �_ First Be Specified On Order) . .5. 12 m 2 nter Can°��Ttrn �oF k Pane D.S.`Kicic�ut - - �• � Burlin 5 (�Save Cana r• � 4' . o, • . 'd' i4-� 2 Eave 5ECT14N TNRU PEAK PURLIN AND PANEL END L'AP r ;f�n't�ItWl7P© Rivits on3 Sides) . 4 , ,.v. - x �r p � 16 -(d 2 Fave Struts Strut "Flealber 5crewe At �;,; a .a; Y SECTIoN� �'NRIa EASE GANOPr � standard Dimen�fon5 Combination Base •ai • 2 I( li,' it IICater -. _• " _._. � ��' ,� ,.�.. . ,• ..,� ._ ,.�:. J t -12 On fader . . , r r 20-0 _ h Arid: r � - -- -". . . •. � ��'• � cANaPr iu�gv� r�lrt' , WITH aOFFIT` 25 -0 � • gOlUN5P0 Mai am � • r' p A AT SNE�T�D WALL � r • � 141 A325 Balt � Rafter PURLIN , Main � l B`r' U.S.A.J, - _. p 'f • ' N��1'� U S�.,ionly'Provides,the : ' ROOF I*AEL Frame - ti. NgTAI TIGrI LSO p1K II roof perils: ,411 other mater.)a_I `' WALLaPANEL r � _ rFle�>�NTS .��, l Place head vection a+d Jal�an Fiat vurFace!Floor)with and hardivare (a by oth�:rs. ^, door 61de Up. Install bolts and note Gorneclhg head l0 .. rJ'aym�ki�vq`Ba Pura �thjat�heady►s1-t`k��ltJto jambe vo tt,at the S`M: • r•_r� � • } i ?. befall door Isaf rn trans, for ua cleararra at Fratrtacy:uur�.AlNi Imo• m � II .�`.- ,• 7s* o/c/ s� head and�/3Y clearance at vtriicer janb- .' �IQE LL M Itt t=rams Column - CLIP ANGk.1=; BOLTS, HANGER, '• � o . . - ;� �• � � 3 TIII up theaet(ra avve&kj a►d anct+or jamb to Hoer. >;TG•• � - - . BY OTHERS 1�,. Tti�IM(FIND GUT T MATC�"I GUTrEtZt II l 1 ti J ♦ �^�,, Pklnb hinge jarlb bnd•aeem'bk�.F�eld cut gime it recNirod Portal frame • r - ;� 4" �� DOOR Ll~A _ j-- •� � Portal , 4 and striker,larlb to building'etivctlre,tbor Ir II arld ira�trane to panei`akhe l tl optional From _,, FbIdCUt1 held II e SECTION � ... �. r thaehokt erlChot C I(jarb axtane)orlb ht roq dJ. ,� POP Rl t SE 'R I deetred(neW � �:� r 5. ►rlvteu heiau toptronaU reatheretrip,head nl�� ". y'�' �uTT>rR flit F,t�ct.oSED t YInyI�COnlac � r - � . ftrvl. Ac�(uvl so the iv door uilei►h the II _ 3 I I --- � lion f a het dont as tFde �2) 4 N,T.�. � + - - - .. �, ,�,•-. ;;•< cbead pobi . �+'� 9a ... , r SMALL � LARGE SIZE SAYE GUTrt� �4 RAKE.TRANSITION - ,1 will not ova the Main Frame • t� w ./ .r ':� 4 luil(t+itafere nith.)ha'la 'and �•.. �• --O O.G. � -. Ley', �" M'm•:� ,° '` �. ., ,. (UP TO AND WA-it Z,11 Fi00F SLOP'?:? +,. � a' ' ENG4.;.C�:DIRT.. ,: L I a _ .�.� rather ised � Golumn a, ._ ,4c�e;-ptd�le Connect iQt7: meta t l " cu Portal Frame � CsIRT _ � � ,�., :� •' ATTACH WITI-t IZJ. � - N-�-'� - ;,, Drilling of bolas in F'tanges'pf•.pur`lfns is struclura(ly';detrimantal to-'the member. Any - •• MEMBER SGREtt18 re to b,s'at'tdched GI TJ collateral laada;:'which are included.i►i the. purlir� d$sfgnr loads, � ,� s.• ,, (�IELl7 CUT R 1. � r Tin n a .. p t4 _ by . co ectio directic� t the weld sly' `3' a�.`"' .y. • � DOOR JAMB TRI � P'OC.pJOi rATTAGFI W/(PLAIN) 4 ° d o _ Fi�rld I"Iodif'ications t.Uarnirt' � - � ` ��;�•I JAM•l� POP RJ5/1~T$+ 12"D/GJ J JAMB I� a (,rAr, PANEL) � f RaF. Gav$r sheet LI �aragra h 2.11. SEG N ,I ;�. � �:�,• DETAILII All SECTION C , y JXEI � JAMB EXTENSION 5 t ,3 r PU L r > R PURLIN ti i _"-+ IRT N Member 5ere+u8 At�'On Center ijRT Screws R . Member Scr - o '.v, 9 _ t - Y - , Y Member WIGWS At Z prl Center - _ ,. - - � r r. -. •J T w1A:\;�. - RIVET OP FIN. FLOOR A - Aa fr.:. �"� ;,� :6} !"., ,•: a, :-'-, I FLOOR t Center _ QE , ':TAIL. '� �- � .� rr' ,•°�.�• 3@� AS R1rQ'D. - _. - - FIELDAf?.'�f=10ltN ..... . AS'.REQ'❑ ��?� A� RIWCJ�D. A5 REG2'D { C-GLAr'iP _ CU E.�Cx � ,� . r s+�•-' , . :. . ' . :.. ° (�@7. J ALL-THREAD 1017 ALS- ,;. SMALL. 4 LARGE" - _ ,. " ' , ,� ,• '.:� ,�J,�A �.* . , . SECTION TNRU STANDARD SK1'LIGNT ROOF PANEL . r,.,• '' is Connec�iork't'hraugFT the! s �• r, -�{, FO FIELD LOCATEZ7 IUALlC I�OC7R - , ,:, _ . - i'i`ange c-clamp f GUTTER/RAKE `. i,>�,�Yr .;• r �.: 1 •- an ecce tral?le connection- fldngea"�;t�ot:• accaptable TRANSITION . 3'-� GIRT.SUPPLIED ONLY WHEN - - .. '• _ . - . Tape Sealant Tape Sealant f� RANSII'l0 a �. . N @ PER WORK ORDER. . . ,. . , `�$� '".•�� A� �L ;; REaulR�p BY DEsI� R II ht panel - - DEtJ'�iL f[ � � � ., :�:, ..� _ .� ani. 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A,+ mayy.. .�4. � �- �•.•.,' ... r ✓w.i � iY ... ,. .. _ . � .. , a ... ,, .. .. { f� w Tr •� '� !' -r- tr k .:,7r' 7,Y�i>_ �`. .. '�° -.Zk` • :' .. .� � : .. . .. _. -. r .. lar '.•a_ ,y � .. r" 'F 'a•.tr�d'••' ,.. -Y .. . . t.. r ,,9 •,r!'g r: � .. ,'£. , d. _ .. .,, ,, .. , , '!Y._ . . _. - .. .. .-x;'. . ar^ .. .A ��.r}'S � . '°ls. ., . r - .-. I. • '. '1'.L: ! c - tir. _ .. .•4. r }. :•( w. _ _ ' s11a�WALi. f . - I 11 ` •-., STEEL LINE1. 1 � � . I . I - . i ' -o � : ' . _ . i .' .'% .�� ,. I.. - . > _. - , .' . - 11 ." : � I . _. .1 '� - .. ..' .: �o _ ' - . . it I . I .. . � .' . I l50'-O O/O STEEL 511wi;L L1N!~ 1 . 1111, - '' . , S?, ..ry 5', . 25'-O 251-0 25 -O 25'-O m O >z t -, 1. �' _ " . N Cil w l . - ,q ,1 , A I 22 22 22 a 22 22 r �f 12 • E % I - : _A I . 3 OPNG. WIDTI- x.. jjj/ - . ^ n 1 : y Z' '2 4 + . I�;.. I '@. ,. . -� I O �; 8 , Q MIN.) •: $ i. ti s At Y.. ,4„3411 ANCHOR E3QL 1,.7 x: 2-IZ"� ANGNOR 5OLT5 t . 1. t J `�" t t C t 1 I h% TYPE G _ L , T I I A I q A , s 1 A - ' p SICaEWALIr`, ► , q 2 - ,STEEL LINA •i 2 4 .. ,° I.. i • '' 1. - % � y 11 -) . r V �, . r ;:. . u �. . . a r' f: AP . I I y ° Y K `f.3'� f �, .' C cv O �.3 tt " -.: � , cvJl , �G - "'' 13.4" ♦ 13. x` z ,Xl e. y' I . .- 7. 1 1 . . 0 . � f I . 9 i �: I I .i;�i: . . O H , . I In 9.3" I.SK 't j p[ -.94 F aw- sem.. W () T O 13.1 5.9 . . d 0 z ( w I I . . ;@ 2-�II0 _ANCNQIy - 91; 5• , I ... _._ . . - . - _... .. _ U K Ic `., A . I "I I K k . 8.9 13.7 ENIDWALL + '' * `Q . �a,TEEL LINE - " 'a S In 3 . t ' ;' ,, G CSL+IUL� y MT3, . . . I - I @ � .,A 0"I . I - .1 . ; . .. I I I 1_'@ . . I.. , . I I 1 $ . . I . 7 # -i.I" 23RR r • ►; , 11 - - w' , , 0 ' . � . � '..� , S- � D L+WL . .__� 1' . , K , y _ 5C/...•I �.C.f .2 r to K ' ' A"'� a' --E*- ^ -_-tom- • dd , j. fe 10 r s A .;4 - A . ti A. A ,. _; .,:. I I � . . I , � ,4 � - .. - L+W d - J • ( IXK I D R2 r . MAIN F AME EAGTION5 LiNES 2-� : % % g 2-�j tl, Al`CCNOC ` BOLTS yaw B p Q E Tm D I: D D E E E E D D D 17 . E E E E D D _91- IUIND-01- . BA % tletl F ,. , I .,.�. --m E E E "' f ..' w ; bj- cel - _ A - ___�_ 0 . b crl - _' _ _ ' 1� 11 ' / T"�jIm 11 � T I ,Q 7;71 hl N N (y 'T%11; . fry, 7i .4 Cv C`a Cy� 'j �q' C•l '�rCy--"It N N ' -I-Z/T r y* i 'di I , 1 I dSTEEL "e � • (o.& K LINE . . _4 S 1:N: � I d I d I2 2 2 E 2 2 2 2 E 2 2 2 2 2 2 'F 2 2 E 2 2 2 2 E 2 2 2 2 2 2 2 E 2 d I I I . < 'd 2 2 2�1 11 E 2 2 12 K MASONRY' ` 147, I- I (NOT BY USA) , ;: 2`-w IO'-Q '-d 3'-Q !'�2,, 3�-e ' $ { ► . im'-o 2'-O� . iQ'-O 8'-10 3'-0 1'-2 3'-O 8'-1O 10'-O 2'-O 1Q'-O 8 -10 31-O i -2 3 1-0 1_0 0'-4 imam x 1 (ht �Y 1 -. : 71, [ I . A -1 t .. - 1 , .3 ` 25'-O 25'-O 25 -O "� ' x j r. f,. wt• , ` .. 25'-O 25'-O 25'-O _ :. a STEEL LINE .- B12AGE �3AY REACTION ,� 1 x. " , BASE CHANNEL" _ 1. 1 11 t� :jENE Na: Es ANCHOR BOA ` SE� 'iNC FLAN LASE TRIM rRAMSET) U,�ING> r M. •C.' Anchor >3oltg (t'1F01) CUI'1BINATION BASE TRIM 3. ,y OiNCz.,'CLIII ,TN { L", The Anit al t I '�shown on this drawrng locate the An , � rn reFerence tq•bot tho'Bulldln'g 5teel'Llhe and the outside ar U-5.A.'s � . . I,. 5 gT anal ret s caf l-1(a". MASO�1R7 AND ANGLE s2+a1 tr�E 1p,p STEEL LINE 1 STEEL LINE � (By at yrs. STEEL LINE Y� Ut ited'Striictures of A,me�tca le responsible for the design of the anchor I 11 I • ._ . a b. rce�,b tweed the b'aa4e late and the 1 - blit, ¢permit.:"the i~r8n$�or of fa p 21 3 ""'•.�• ',. 11 anchUr tacalt rri-�1ir;'bc�rng, and tension, but Is not respoi�5lbls For the 2 tl 2 3 FIN. FLOOR � _::�_f FIN'. RCQOR ` , 1-1 trdnsfer,af dnahor bolt rorcaa•ta'the.cgncret or the adequacy of the FIN- FLOOR FIN, FLOOR r ba►t`ln r'efatro fa _the'ccaricrete. PL + LL V= iI[ ." h ancha n. I ?Ifinless otiherwf 4. ravtded to.the Order Docr ments, llnrted 5lructures of . / ..A 3,3 K 3.3 K `�1. p real onsibfe for the"deet n, material, ' • .. i not �--- 2 x211 ANCNf,�R' BELTS � Amerlc8 dolga hot desrgri ands p 9 a a • a , , n embedments. The End a a• 1~7 L + WL � - , "nc `'crtnstru'c T n 4f the foundation or Foundatio 4; • °: ' 4 ° 1. V 5.� K y � , + ti, 11 �A ;° ; a9 A iJ e•,G stome6should.assur4 himself that adequate provisions are made + '' � 1, a - . a, C tt rt �; 3 �. ,. w RAMP = 3.9 K A5 T ti. "irr lFe Founddtion-dBsl n..far.'(Dada imposed b� column reactions of the (IF REQ DJ �(y�^��) B 4. RwW- I � +r. -+ and'bearin ca acct(' of the colt end .. r n .. ' `� d a ,9K 4.9� r a4c r vq ;f fv;,`: bUildrnG�r GtIr'impDsed load9t. 9 I' J 4'A • y a t. r r r . s "�.' 4 other'&ne ltidns or the, t7uitdrng.site. • a a . , . . � ", + ,' Y n r unda iron of. the build in r. IE racy mended that the anchora e a d o g •_ - S `, , ►:# m 9 r a 4 7. - !� i r n he ,'a rlenced t n (neer ex $ A o al �- ION T ofe i E A 'T .M t. 'i "e Pr s 1''i E E�, A INCx � E • a �r d � � p .W. GOk.. �L,�: G R ••a t t'F � E E RA be•a�� t ';tea.a �� g a. U , T t .t. rt tt :. .. t.i . tt .., I tt .F AI`1E tEA ow is®' Buiidln 1 ORT A ' N �: I at tures. (Section Aim MBMA 198 L R g .: 12' a r~ o uc ru G'. I .�O r�- �. 5 E1 ,� r i X10 Tr 5 EOMI S C {ON - �. 1�:: - .., ,. NaT : SHf;AR'ANCLES qND QR ANC R i ( . ( _N T k:•. 5 tema,M a . - s .O� . : Y U- . .. .. . x s:. . U , TIES ARE N01.FURNISHED B S A. i n (UNLESS NOTED) .. 4 ." , es aCB t same elevat o LE e. Iat d Irk f Bag P J. l ttG1iY C� ail Ba t ,. ,�f� - Z, IN" 5 ST AN O -t E [- 'E3 L ..r. i ,4NC �.,.. . LINE L NE �.. 1 V. oi=scralPrlaN DATE .SC[ I ''TlC7N: x, �. s P k SYMBoL D i QTY L G' .P . . UE. _ I _ D� SS RE ANCHOR BOL. �: � s "y. A 1N , « ': O D Cz w,. L A IN - O D r ... 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AND, �HITECT N Y ph, 3R4, 4' PIR VIQE4,S(5TQ 4 5. UITING Rk,"'AN /O'R.'AR iTECTURAL, K DO y'H ;MEMBERS 'To NE ONL A THE"WR1#EN,,APPkbV A� HE RCHITECTt Ern q i�d 6- PRO%16E,,:KA0 GUARDS- ON,,0kk�0 HEADS CLECTRIC_TFLEPHONE, E�VAT 0 R M ITTIN.9s, A�'Y'�obmb.�AL'OFFSETS. OR.,F -WJ7H ,PTHER DES P/OR. TO. MAINTAII PF P -E,g. Ctt ER lip ANICAL,"ELEMICAL 1 STALLATIORI �Tl 7 _'WITO �Ikr got Iob, '7CT F SH$,ANC ItIRFLASH. R R tSTOP:1 'CEILNGS. 'FLO � k j Tloq,�l OF smqt FIRE WAL4% _C0 W E,;FIRE, RATED ENZTRATON& -AC IN'� �PE U0 10 CE$�_!PANCILS TO.,ALL VALVE5, AUO�E.NO' IN �E dEL G AND, EQ RE 1p�BE COO,DINAT "WITH.A W D V '�A P� LI TINq f%j RE $Y FM5:. Ak ST ;PI1PE-.SRA L��,BlElEAM NED OIEFORE.:ASS� lib,AW'A'O GIN01 ''PIPM, H�AD� 5-AN E MOLY A' �43 �Au QMATIC, SPRWMR"'IEO(�A�ok R�tl F4: 1405, 0 BULS'ELEME TS TQ- N tAC'FACILITY TO, BE A FAqT Y,,MUTV& ''VALVE, SML,PC,, FULLY PRI NI�L �91R .,Iyp RV115E 4 'UPt 'WORKIN PR�SS R�. A 4 N'OF FLOW-��PF�$SURf�AN YEW L H� rIRE S0906-hNT40'00. -WILL,81�,PR .E T'RESPONSIBILE TRADE$, .ADPITIO Dff�p N . I - � - OA WiRlkq�',00,.AppfFIONIA4,SwllqHE� RE,QUIRM TO BE13 N W RK 5�O OUTSIDE WALL 01 OVV�R; ING" AccUMOLIsHEd ONbER THCj ALL N 'AN "'AL':'0�ACCOMPLISHED.,UNDE TA6 SECTfON 017�, -4D IN THE EIL CT�ICAL 3 PE, (Co AN�Q FROM WATER SUPPLY �WVKVINAJI'C'A�L'ELECWCAV��ITEMS WI.T.q ELECTRICAt,,,tON AC�l r 7. 01�4, ... .. 'SPR NXLEW;HQ0rZ 7, )FIALL�I3� R, N�TALLED ,NQ �Ufflllt -x OVk 'AGNET [HE,,RQQ m;v DING LCOKS. SPRAY N URS S AL QF 4zVOV�R E Et AREA T ME 'ROOM IN�LLI H LIS 0.PARTITIONS. M'OF A,, I�NG�HEIGHT C M,OIR Ak� '6THM �147ICAL IdibAf�b-A SHALL BE 8PRINKLER,�-�M�S MOU -ING' 20�7'Aft NTED7 IN'�EIL FF__ HALL'140 8E,8LOQ,KEq BY:*A F NY"WAILLS' (t I NAN AWAY.,,'FROM 'R SPRINKLER DtF E, u jl� FQPI 'OF ' I . ., ... I . 1.�1 �, V., L A80 .�;ANQ EVOW %OSED FMI OF WIUR. S1AtjATN, A M NIMLIM FROM [:80TTOM OQfIff. L L( DUCiWQRk i WE $ECTINO. SURFA�g,- /Fl E LL L MIN, �5/8* 14 IIP FS�AILOAlt (D LT_ f �J L t—HR. nk RAlEb 2-7H4, FIRE-RATED qYPSUM WALL ASSEMalY G'fPSUM WALL ASSEMBL 14'-10' A01 FIOESTOP SVSTV?,I LTI FIRVTOP SYSTEM LIL sy�IEM NO. W0053 UT SYSTE NO, VA,,1054 F RATINO I HOUR F RATING,* 2 HWP� NOTE1 ,1`10UR' FIRE RATEb PIPE 2 KOUR FI`RE RATED PIPE PENETRATION DE�AIL PENETRA�TION D�TAIL SPRINKLED PER NFPA 13 994 ) BU-ILDING ' ADDITION TO BE FULLY DENSITY REOUIREMENTS AND THE FOLLOWING MINIM'UM , DESIGN _�)YSTEM 1-0 BE LICALtY, REQUIREMENTS , SPRINKLER HYD.RAU' TO. 11ST11 CALCULATED . D G R OUP I I ORDINARY HAZAR ELECYRIC . 20 GPM 1500 F ALARM BELL 250 GPM HOSE STREAM FIRE, -SPONRI PLAP4 FLOW SwIlcH F.D.C. LOCATED ON SYSTEM SIDE OF SACKFLOW PREVENTER AT [HE STREET. LIGHT HAZARD MAIN D F I E AREA P M R e i!� ons SHOTGUN-90 RISER 0 , F� V CHECK VALVE W/ (2) PRESS. GA. DRAIN AS$MB�'� E E A By N 01. DATE _QmR P ON i / ) N - FL, X FL. O,S0 CATE VA. W/ TAMPER SW. ALL SLAB LEVEL P EXT, _W WEI LF YE N E BU - I IN CCA A N F,-,' [\,' F F-" .'HANGER 71-14 LAB TYPIC-A NO SCALE 9 y Threod Rod En ;neered 0 F. . .7 All 7 -1 r--) t i 11 L -RD'[LE I CONC. FOOTING Drawn By R, Top Bearn Clamp ATR t TIE BOLT ILE `4 V i- I J,(SEE DETAR Approved By A. 'RA' TA,, JCZY�;� '7 . 4 u C CORE OR SLEEVE Date THRU FOOTING (FIR NfPA 24) MAR. 7, 2000 Job No, RIER DE- TAh- Drawing No.. 4 Total S�ieets SCALE Sheet No." A LF Y 7- :9, " INV.= 8.50 I r• O 12" R.C.P. STRUCTURE SUMMARY BOTTOM. 8.45 1 1.5 o I INV,= 8.,50 A �� CATCH BASIN S# DESCRIPTION GRATE INVERT � o v TOP= 11.5.7 INV.= 8"52 S-1 A EXISTING HEADWALL - 9.24 SLOT= 9.85 STORMAND P S-1 12" MITERED END SECTION - 8.76 8.5 DATE: Q--J�2000 S-2 15" MITERED END SECTION - 10.0 a w .--_ 0 xx xx --�xx 15"x21"R.c.p. S-3 MODIFIED "E" INLET SEE DETAIL SHEET 6 � -z �, xx Lam! ¢ xx xx S-4 MITERED END SECTION - 6.7 L_L_j a xx x xx xx �fVV 6'! PLASTIC 11.8 ---xx =10.93 xx xx 11.4 xx xxxx PIPE SUMMARY CIA xx--_ w xx 12.1 FROM TO SIZE LENGTH TYPE W Q), x XL1.J o SCALE: 1"=10' S-1A S-1 12" 30' PVC O • 13 0S-2 S-3 15" 9D' RCP V) J S-3 5--4 15" 100' RCP 3: x 9 .88 � 00 12.1.9 CLEANOUT (TYP) TOP = 11.1 CLEANOUT TOP=12.0 INVERT=6. INV. = 7.8 TOP 1 .01 TO =1 .97 TOP=11.10 CONNECT TO EXISTING INV 7. 2 INV.- .46 6" PVC @ ELEV.=6,0+ x INV. 2s CONST 6" x 4" COUPLI G WATER OVER SEWER CONSTRUCT 96 LF OF Q 0 TRIPLE 4" ADS UNDERDRAIN v 7� i m @ S = 0.5% EXISTING 6" PVC CLEANOUT F.F = EXISTING PAV'T SEWER SERVICE X TOP = 14f 13.71 11.4 INV. = 6.2 0 4' SHLDR. r w 0. 61 AC r 0 EXISTING GRADE n d ^ 1b• 1 INV.- 8.25 Lj Co J NOTE: CONFIRM EXISTENC LOCATION 2 ELEVATION OF SEWER SERVICE PRIOR x d• « + y: T �J r w TO CONSTRUCTION. '• ;• � •' • • 1 © 9. 0 m �^� . .+ �2. 12.90 SECTION A- A o t z z in LLJo > N �. x LJIJ 4 0 CLEANOUT (TYP) o 2 LF OF 11.1 TOP = 10.71 a m CONSTRUCTo CONSTRUCT 140 LF 4" PVC SEWS SERVICE INV. = 7.46 I OF 6 PVC FIRE , ' Q S = 1 ,0% (VIN.) 2 X �•� LINE CURBING -f' (BY PLUMBING CONTRACTOR X (TYP) BULKHEAD EAST SIDE OF POND a a t t t a (BY OTHERS) Wo 61pPVC TOP- 12.71 x S-2 8' SLOT=10.68 15„ PLASTIC 6, � 15 W. f N W WATER OVER V•=6.9U �" 1 ).00 W n DRAINAGE E. INV.= 951 INv. INV.= 6 =9.8 N � .71 5 Z TOP-1 .06 TOP-10,81 TOP-I .09 INV.-7j65 ^/! Q INV=8. 9 INV.=811 g d hal 18" R.C.P. g _4 x xx17 CLEANOUT INV.= 6.37 xx TYP xx xx � (TYP) xx ,r, a CONSTRUCT xx xx � . xx 6 12.93 IN .= 6.45 6B.F.P. 'o xx �. SILT FENCE (TYP DRAINAGE DIVIDE (TYP) xx xx x - CONSTRUCT 3/4" BFP xx xx _ ��,� (BY PLUMBING CONTRACTOR) Q; ° o/E 11.43 TYP. WOOD POWER POLE �- BENCH MARK NAIL IN POWER POLE 72.37 FOUND NAIL IN 20' ^ BENCHMARK ELEV. 12 28 MAGNOLIA TREE fes, "A ( TO BE RELOCATED ) ELEVATION =13.85 W CONSTRUCT 110 LF 10.3 10.6 TRANSITION CURB TO OF 1 " PVC POTABLE WATER 1-9 �� oZERO REVEAL (TYP) SERVICE NQS 9.8 ` g . 10 8 fid' (SD Box °/E EXISTING 5/8" WATER METER TO BE ~ S BUILT W 1� �+ INV.= 9.24 �-1 UPGRADED TO 3/4 CITY OF ATLANTIC Q V o/� BEACH STANDARD WATER METER A 10.8 W 9, grin ROVWAMW MO""ar. rRr-srAra twNv suRvarolLs, nv� -. 10" 12" 8411 BATMCAD0*9 wAr WTE/1 W P.V.C. .MICKspVO4 31-723rLORIOAJsss¢ EXISTING 17 w 10 � � EXISTING 1" WATER SERVICE w I PIMGMlE 90I 7J7-7235 *� re+tvtsr"*rrWrn -.` ``'� ' a FIRE HYDRANT �U W _ _ x • wnunJr �� ••••~` L v REGRA(DE 100 LF OF SWALE, 7129 nj W 10" r ++ r(51 ti (.,� "..SAhdTARr pRAN1Y SrSifM LY �' ° ' .. • 3: 1 5S;, 2' BW � S=0.4% , . Di W smrHuw�lp!f DRA .1Gl'rSFSPf �,,_rruwrA,w N SEE DETAIL THIS SHEET 71 W _ �1 __WA M*UAB : V 4 - Sril r►cw 7 City cit Atlantic Beach 2 10" - -- REMOVE EXISTING ENDWALL W '"��As' ��r . f ��o� CONSTRUCT 30 LF OF l3ullci[ng anr� Zoning INv= 10.38 ON��ORA Iw ``'r"°"& s °.rn ax CO STRIJCT 10"x6" TAPPING 12 PVC C� S = 1 .6� & EXTEND 12 PVC fLt14lDA eoAx�. Nxws ANO I1x.021rLORIPASTA 7VIMNOMt Rsccrrorr ,,: 't' . SA D L E V & VALE .aMATCH EXIST. SLOPE) .. _ MtrrroereNr rror#a,eturwpaeaN s �err `^ ' " o } >, �? 116 SHEET / .5., a`a LEVY ROAD •42 N F Srit£ir,P. sell "T ( INV. - 6. 53 4 OF 5