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2nd Street 328 / 330 / 332 / 334 79-0-0 N07E5 (1)RtFER TO I0B 91(RECOMMENDATIONS FOR O---------4- 64-4-0 HANDLING I.*451 ALLA1 ION AND TEK ORARY -- 14-80BRACING.) REFER TO ENGINLLREO URAN:INiiS f Ul+ O PERMANENT BRACING REUVIREMLNT S. b-9-0�I 1 -O-O d (2)ALL TRUSSES ARE DESIGNED FUR 2'U.C. MAXIMUM SPACING UNLESS 01 HERWISE N01 ED. a (3)ALL WALLS SHOWN UN TRUSS LAYOUT ARE CONSIQLRCD TO GE LOAD Bf AHING LYJLCSS J �nVll W ACI U1 HLR'WISE NJTED. O u- w �4-4�$ - (G)ALL R4�OF TRIS HAN&E15 10 BE SJMR50N z �3 14-4-8 HUS 26 AND f L00R 1FL5S HANGERS TO BE SIMfsuN 11'IA 422 UNLESS OTHERWISE N01 LO. V • r + LIJ _ \ (5)BEAM/HLAOCR/I'iDR/LINTEL TO UE FUWJ1511EU Q 0 01 BY BVILOLR. u IF o - 2X12 L DGER FT01 O' 0-8_0 STT r, - - I n t� 2 -2X12 LEDGER �TQI .� nJ W F 0 Q o 14-4 8 O LLf Q (t r —��14-4-8 1 LLco z J A)? 4-4-8 LIJ W FIFAO tN+11:Y`fi rs rd ltr rei4rR�siWdy or Lhr lrusf fcbrKeta. J .� LkL buss desgner.a pWte mxnd xtaa* F'er wns neclnp trusses. UL - are cm Lm to trine 01,,a�gxed to�peve-,tpw-'b IX4 eecLlon�0. �0.�K OIr (� - aro ck � d�rp aect�m.and la>,a9e-t osrQ much"nl 1J `-0-0 O �_ Le i Wired n;pecd'c g I�d 04 trusses sMll to a*6rd LJ and fastenad n e siror L an4 W�povlrr Hlrxe rn drecl -_ zap cied v�kiwq s aWiil d trusses moil be brazed et 24' {_O_r� r un crnLF maxmw. Wf @ ra fired bolt m clad sl.do"q:s 14-8-0 b4-4-0 a �w 1 vit to iod Lme d ,p T ce le epx� i � t Trusses mu>L to r¢rr;kd Nrlh extrmrr xne dlrrq erertm to "` Greve-dwaA ur p—al n04 Refer la lruii mpm.:rq Try_ �O I for caNctm ad deep reWements Dfc iakLML"we l� 0 0 supper l a a,ler for Lie EXIttER O RE�D Lo-de w I yto r �,I r� ( /��� WOOF �_l r� �('r_) Q L_ comet m M,eq of ass y "A" ACTT O O U U-.E�JI S 0�..._ L 1/11 Y C�U r IG-4-8 crov� --,� the suwm Drp SL'u t'e. Desyrcrs d sppartnp cmr c4ud I 14-4-8 are Sf�-LLY reipmmUe fa LJ.Mew ity of Lher product 0m ie vnc SHOP DRAWING APPROVAL AAI A THIS LAYOUT IS itlE SOLE SOURCE FUR %'A 9-0-0 'Oµ0 —* r ABRICAT ION OF TRUSSES AND VOIDS It ALL PREVIOUS ARCHITECTURAL OROIH1^v`` �4-- - AND ANDA TRUSS LAYOUTS, REVIEW V APPROVAL OF TICS LAYOUT MUST -�-0 7_0_0 BE RCCEIVkD BLPURE ANY 1RUSSES 1 WILL 13E BUILT. VERIFY ALL CUNDIT10N5 12-0-0 0 Lf) t✓7 TO INSURE AGAINST CHAtlCtS THAT t O C7 O \�!O _— WILL RESULT 1N EXTRA CHARGES TO YOU. J C) 01 ",' _�_r _� -� Approved L M `� U �, w (� _ 0 t p CD j C ` - 0 0 O 14 4-8 Uate � w w O 2- 2X12 LEDGER rFT01 Y a [h BUILDEFeg TRUSStCD � 2 -2X12 LEDGER BUILDERS TRUSS MFG. p hr7 C) . . QI ` QI \ I HPPFLkCD TRUSS HINCHOR BI' BUILDER 1506 Bedell Ave. HEEL IIEIC'tHT - 0,6-3 C7 �JWoodbine,GA 31569 ' I �I b'IJTTOf1 = 26 f1IN. CIO - 10P 2x4 MIN. 79-2283 — O S (912)7)922284 Fax LLJ (800)443-9652 Tall Free cxr ti 0 "- www.btruss.com L;LU [ —L - -ad 7� fold Meer a15 12-0-0 `� 0 1 1 lax�Lk�s - a 6-9-0 7 (lila ibc Beech FI 14-8-0 64_4-0 --- 79-0-0 oo e_r op M H LA p 0J U U - _.Z' 8 I B d1 03 I ss 103W� i ,I I _ it F LUT 9 LOT 7 Imptrvious Lot Coverage: 60.54 Percent i ImpIrvious L ver e: 60.54 P rc n C► , Site Area: 6500 Su. Ft, i Site Area: 6500 . F - 'd Building: 2370 Sq. Ft. r Budding: 2370 Sq. Ft wale{, walks, � Driveways, l Driveways, Pads: Ig§5 k. Ft � Pads: 1565 5�n. Ft • 3 3935 Sq. Ft. 935 Sq. Ft. 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I 1 _ lot— jr e i � f r I f C� lj�' F{- �. ....... �,. ... �� �...... .. meq' F 1 ° 1 _ S1 M-w -�4 _ _ __ _._ .. r C Z _ � ..._. _ M _..F_ _w _....... _. ._ _I t 1 t .._ Tl- -IT f f . t _ e _•�_�. . �. �.;.. Vit,: ►� �,,, a NI -t err � W � f`4� YL — --- 'et U 0 EL Tt F1__H111-- I r M .moi ; ! - HTT1 rr rt Lit �f "' I1 tr ` !i I _ i r i i I i } f I i r DUPLEX TOCEAN BREEZE TWO ATLANTIC BEACH, FLORIDA SUN & SKI DEVELOPMENT COMPANY I SUITE 900 30 GARFI.ELD PLACE CINCINNATI, OHIO 45202 . a 7 i GEORGE BULL JR. ARCHITECT 830 THIRD STREET SOUTH, SUITE 206 JACKSONVILLE BEACH, FLORIDA 32233 TEL: (904) 246r-4460 FAX: (904) 247-2816 } CRAVED { FOEC1 ZODZ N�rfaPp Wi�Ay 'c �C GH Cry r Y fiy • � .r � // ifs .. La iv r~� r r S Y AA � r i I I W t N GENERAL NO'�•E►5 AND SPEC MASONRY BUILDING I.N�ULATION Special Entrance Daor, Exterior"A"• Flush birch exterior rated with ttst eyed insulating N d" IFiCA'I'IONS — � � � p g glass panel and applied muntins. H M N Block Masonry: Concrete units shall be standard weight and shall be of the sizes indicated Wall Insulation: Provide R-191iberglass batt insulation at all exterior walls. Provide qT q. on the Drawings. Provide galvanized masonry wall reinforcing at 16 inches on centers sound batt insulation at all Bath walls and at Bath floor/ceiling areas. Q S1 I EW URIC vertically within the wall. See Structural Notes for type of mortar. Provide'." Styrofoam insulation board on exterior of concrete block between furring Garage Door: Galvanized steel,five panel white prefinished flush for Exterior"A"and 10 ll rxtolitioDemolish and remove from the Site all buildings, pools, driveways, walks, strips at Exterior"B". Provide%" Styrofoam insulation on interior of block walls between recessed panels for Exterior"B", both overhead type with eltctric operators. Provide n• w � All work shall be true, plumb and levet, Remove all excess mortar so as to render the wall the furring strips at Exterior"A". y electrical, mechanical and plumbing services , foundations and all other existing smooth and ready for the application of materials and work required by other trades. lifetime warrant Doors shall be rated far 1201`LP.H- 1 he lowest asst in the trisling foundation. improvements above grade and to and including t p Contact the Architect prior to beginning the work so as to have a complete understanding h E'CAL5 Roof Insulation: Provide K-30 fiberglass batt insulation between ceiling rafters and li in 1 o Horiz nt 1 Slidin Windows Cas meat Wind ws and Fixed GI ss• � I trusses. Kisco or equal, baked on white aluminum frames and muntins with insulating glass regarding the scope and responsibility of this activity. ^ Structural Steel: See Structural Notes and Specifications. AU Structural steel shall be of CABINETS AND TUPS (Tempered as required by Codes),complete with insert screens, hardware and muntins. ►� Si fearing: Demolish and remove from the Site all trees complete including all root Units shall be rated for 120 M.P.H. Sliding Glass Doors, Windows and Fixed Glass shall be itj C the sizes and shapes indicated on the Drawings and shall be finished with a non-corrosive 3 with a red ribbon shall be removed. All others shall remain p of the sizes indicated on the Drawings r systems. All trees markedfinish. Provide ShopDrawings for Architect's a roval. unharmed. Barricade those special trees as indicated on the Drawings. Clear and grub as � pp Cabinetwork: Provide an allowance of$15,000 per Living Unit for Kitchen and Bath required to remove all grass, roots and other matter subject to deterioration. Cabinets and tops, installed. Architect/Owner shall select cabinet style, top material, Mirrors:_Mirrors for the Baths shall be Y." polished plate glass and shall be of the sizes r••4 W 1liiscellaaeous Metals: Provide all miscellaneous shapes and sizes including shelf angles, hardware color and finish. indicated on the Drawings, 04 13 Excavate to the grades and shapts indicated on the Dolats`,/rpu�s, wlasmhe usdf�w other connecting devices required and indicated on the W Excavation, Backfilling and Grading: Drawings. Backfill as required to all tlevations indicated and provide clean fill for under g uplift wind connectors indicated etre by Simpson,hot dipped MgigURE PROTEL[ION FINISH HARDWARE04 galvanized. 4 d" � slab and final grading. Membrana Deck Water r tin Exttrior deck membrane waterproofing shall be Vulkem W Poo r p,QQ gs p g Allowance. Provide and allowance of 51,000 per Living Unit for finish hardware. � requirements. Provide a Metal Ifandrail Syjtm: The metal handrail system indicated on the Drawings shall be urethane pedestrian traffic deck system with base and top coat. Top coat shall have silicone Installation shall MA be a part of the allowance and shall be installed by the Finished Q ? 'Ier 'Termite Protections Provide under slab trtatment per all code eq Stainless Steel cable type with stainless steel to pipe rail and stainless steels square or f 'Termite Band. yP p p•p q sand knish, "This product maybe purchased and installed by Coastal Construction Carpentry Contractor, � � N rectangular rails for the posts and bottom rail. System shall be Alloy Type 304. Submit Products, Jacksonville Florida. Telephone 398-7171. Provide Manufacturer's Standard Site Drainage nd Utilities• Provide fill, piping and other accessories indicated on the Shop Drawings for Architect's approval. Comply with all applicable codes, Warranty. Additional finishes, such as the or wood, maybe installed ovtr this system STUCCO AND DRYWALL provided the installation is in accordance with Vulkcm C7 Site/Drainage Plass. Provide all utilities as reyuircd and indicated for the proper s standard recommendations. Q� Vapor Barrier: Provide 15 lb. Felt vapor barrier over the plywood substrate prior to the Q .0 optration of all systems. CARPENTRY Metal Roofing and Membrane: `The membrane uodtr the mttal roofing system shall be installation of metal lath. Pavia • All walk and driveways shall be 4 inches thick concrete with light broom finish. minimum 40 mill, wattr shield, peal and stick membrane, installed in accordance with the ---� g 'The concrete driveway shall have wire mesh reinforcing and visquetn underlayment. See Rough Car ent • All dimension lumber shall be Southern Yellow Pine, Hem-fir or equal, manufacturtr's rtcommendations. 'The metal roofing system Shan be 24 gage Galvalume Metal Lath: Metal lath shall be expanded, self furring,zine coated type or Aqua K Lath Drawings. Construction de, 1200 P.S.I. or better. Lumber in contact with masonry shall be metal roofing with clear acrylic coating. Style shall be standing stain pans, 12 inches wide with paper backing. All corner beads and accessories shall by vinyl. Accent bands shall be g pressure treated. Plywood shall meet all or the requirements of the American Plywood with I inch standing seam and concealed fastening devices. 'The roofing contractor shall styrofaaw and shall be of sizes and shapes indicated on the Drawings. Installation shall be Landscaping and Irrigation: By the Owner/Developer. Association for the applications indicated on the Drawings. All sailing or connection shall use protective covering on footwear to assure a blemish free finish surface. All associated in strict accordance with the manufacturer's standard recommendations and the Lath and be as provided in the Structural Notes and Specifications or as indicated on the Drawings. flashing, gutters,downspouts and cave drips shall be Galvalume. Plaster Institute of America. CONCRETE � � � � r) Finish Careen rv: Provide and install all shapes and sizes indicated on the Drawings. ulkin n 1 n • Caulking and sealants shall be butyl or silicone and shall match Stucco: Provide scratch coat over metal lath first coat and brown second cost over the 2 l , n sizes indicated on the Drawings. Provide Casing, Base,Door and Window interior trim shall be finger jointed white pine or equal, the surfaces staled. Fire caulk all piping and other penetrations between floors and as scratch coat. Scratch and brows coat shall be compatible with the finish coat. The finish Formwork- Form all concrete to the shapes and es g sanded, and ready for painting, rtquirtd by applicable codes. Use special son-expanding sealants around door and coat shall be elastomtric with integral color. Finish of fitld areas shall be smooth, "wormy all forms. window installations. type"with accent bands of smooth sand finish. Installation shall be in accordance with the Reinforcing Steel; Provide all reinforcing steel indicated on the Drawings. `lie and install Exterior Wood 'Trim_: Exterior Window and door trim shall be pressure treated and of the manufacturer's standard recommtudations and the Lath and Plasttr Institute of America. as requirtd by all structural notes and rtquircments and as required by all codes. shapts and sizes indicated on the Drawings. Install with stainless steel nails. DQQRS, WINDOWS AND GLASS Drywall; _Drywall shall be gypsum wallboard and shall be 1/2 inches thick for standard Wood Shingles Wood shingles shall be cedar sawn, 15 inches minimum length and 5-inch Wood Interior Doors: Masonite, 4 raised panels, paint grade. type and 5/8 inches thick for Type X fire code. All exterior btaring walls, floor ceiling nce t • All concrete shall be 3,000 P.S.I. and shall be of the sixes and shapes indicated exposed face and shall be installed with stainless steel nails. assemblies and roof ceiling assemblies shall have 5/8 inch thick, 'Type X fire code. All other on the Drawings. All exposed coucrete shall be finished smooth or with the finish indicated Louvered Closet Pi hi •D or Whitt Pine, fn es tr ointed stiles, rails and louvers louvers, paint and shall be ready for any additional finishes indicated in other Sections of these 4 �= g l p walls and partitions shall have 1r2 inch thick standard type. See details for the installation Interior Wood Stair: Carriages shall be Clear fir, 2 X 12 with oak treads. quality. of Type X fire code at interior furred ceilings. Ali drywall shall be taped and finished and Specifications. Install treads with 1-1/2"X 1-1/2"X 1/8" thick aluminum angle with 3- 1-1/2" screws per sanded smooth ready for the application of paint. Provide PVC corner beads and leg. See Drawings for detains. Wood and Glass D22M. Cltar fir stilts and rails with tempered insulated glass panel. AF accessories as required for the proper application of the system. Installation shall be in accordance with the manufacturer's standard recommendations. 2" 1 PLUMBING NOTES AND FIXTURES GAS FIREPLACE Gas Fireplaces shall be by Heat-N-Glow, CERA�ti11G 'TILT, SPECIALTIES Note} Vantage Lint Builder's Series SU950TV, -- direct vent. Provide gas line form tank I. Comply with all applicable codes and ordinances. i Underlavnrt lent: Provide resilient expansion underlaymcut or`✓4" Ifardie Board over floor 'r it t s ' s• 2. All fixtures are white in color. St Ater,rwepYce including k acteovidi a gas substrate as recommended by the manufacturer prior to the application of the setting btd. Master Bath & 'Toiltt 3. All fixtures specified are Kohler. starter, valves and log kit. Provide exhaust/ 2--Medicine cabinets with glass doors 4. All piping shall be PVC. fresh air'termiuws and all vent piping„ Local ! Dealer is Sawyer Gas Company, South Wall Substrate: Durarock or equal installed in accordance with manufacturer's 1 --Paper Halder, ceramic 5. All hot water piping shall be insulated. h instructions. 2— Soap Dishes Cgs Shower, ceramic Penman Road, Jacksonville Brach,, Florida. 2—24 inch long Towel Bars, ceramic Setting Bed and Grouting: The setting bed shall be either mastic or cement base as Fix_tures recommended by the tnanufacturtr for the proper application of the ceramic tile. Grout all Lavatory and Bath: joints. ' 1 —nitdicise Cabinet with glass door Thin Floor 1 — Paper Holder, ctramic BatLav & h Lavatories— Pennington K-2195 with Alterna brushed ('tr�mic 'Tile: Provide an allowance of 55.00 per square foot installed for ceramic tile to be 2 — Soap Dishes rgl tub, ctramic chrome K-6950 trim (black inserts). selected by the Arch ittctlOwutr. Submit samples for selection. I —Curtain Rod, chrome plated Toilets— Wellworth K-3520EB complete with seat. FL,OORINC: Powder Rooms: 1 —Medicine Cabinet with glass door Shower Fittings Alterna brushed chrome K-6900(black r•nstrts). "file Flooring Provide an allowance of$5.00 per square foot installed for quarry tile or 1 — Paper Holder, ceramic N similar file flooring at the First Rooms:t Floor Foyer, hall 1, Powder Room and Great Room. 1 — 24 inch long Towel Bar„ ceramic cLavatory-- Ladena K-2215 with Alterna brushed chrome K-6940 trim Provide resilieat underlayment prior to the installation of the tile. Grout all joints, (black inserts). Closet shelvin ww 00/s installed including ad. g: Provide and install vinyl coated wire shelving by Closet Maid or equal r i n allowance of$25. d See Drawin tar all uantaties and locations. 'Toilet Wellworth K-3520 EB complete with seat. Carpet-, Provide a q y g p gs q p Carpet and pad to be selected by the ArchitectiOwner. Provide all nail strips andW accessories. Installation shall be of the hi quality and the installation of seams shall be E UIPM_ENT M1last-er,Both Lavatories (2)— Ladena K-2215 with Alterna brushed chrome K-6940 ghest q O as ftw as possible with the finished visual affect almost invisible. trim (black inserts). Anoliances: Provide an allowance of$4,500 per Living Unit for appliances to be selected W Z Lzr PAIN"TING, S'1'AININ(;� AND FIN15NlN(i by the Owner: 'Toilet— San Raphael complete with seat. Refrigerator Exterior Wood Shinstles: Cabots, bleaching oil and silver gray stain mixed 1 to I Range Tub—Custom fiberglass with Alterna brushed chrome K-79$0 trim f� proporstions. Two Applications required. Dishwasher (black inserts). Disposal Exterior Wood 'Tritn�Falcias, Soffits, Doors, Etc.: Benjamin Moore wood primer and 2 Range Hood Shower Fittings--Alterna brushed chrome K-6900 (black inserts). eA coats of Btnjamin Moore safety white high gloss mildew resistant enamel. Washer N I h Dryer Kitchin: Sink—Brookfield K-5942 with Coralais K-15172K lever faucet with ,,,., Interior Drywall: BenjaminMoore primer staler and 2 coats of latex Regal Wall Satin. spray nozzle. W Elevator: (QP`1"IQNAL) The Elevators shall be by Waupaea Elevator Company and Interior Wood Trim, Doors, Casing and Base: Benjamin Moore Alkyd enamel underbody provided and installed by North Florida Eltvator Company. Contact Bob Oaks *a 346- Laundry: Provide recessed washer/dryer connection. d' W and 2 coats of Benjamin Moore ltupervo Enamel. 0307. Interior boistway size is approximately 4'-0" wide X 4'-6" deep for a Custom Lift 0. F type cab. The cab shall be Designer Series for custom finishing. Provide telephone box and Water Her eats: Second Floor location to serve Second and Fiat floors: A2olication and Reskgnsibility: The Painting Contractor shall be responsible for sanding all associated gates, rails, hardware, machinery and safety equipment necessary for the Rheem or equal 52 gal. double element highboy with (Y30 and preparing all surfaces including puttying all nail holes and caulking all joints prior to proper operation of the equipment. Provide manufacturers standard warranty and Pressure relief and drain an. /`{ w.l rj M the application of primers and paint. operating instructions. Third floor location to strve Third floor: Rhttm or equal W Lar W 4 "r 40 gal, double element highboy with prtssure relief and y C219rs_and Samples: All colors shall be selected by the Architect�"Owutr, Security System And Intercom System: Provide an allowance of$3,000 per Living Unit for drain pan. W O Submit samples for selections. a Security System and Intercom system to be selected by the Architect/Owner. Q let r ^�\ U lV rM 'VERY IMPOI�.I'ANT NOTE ot V2 ch V THIS PROJECT HAS BEEN APPROVED FOR VESTED RIGHTS FOR CONSTRUCTION STANDARDS UNDER TI, -�wr•+., •,� STANDARD BUILDING CODE LATEST EDITION, PRIQ • �' TO MARCH Is 2002. SEE ENCLOSED LETT ER APPROVED: BY THE ATLANTIC BEACH BUILDING OFFICIAL. 'FII ., 7 PROJECT' IS NOT SUBJECT' TO THE STANDARDS OF THE FLORIDA BUILDING CODE. . i��': p•' '' '.--- OQ , LOT 9 LOT 7 N ,� • •A M Impervious Lot Cover#fie: 60.54 Percent Impervious Lo KQver e• 60.54 Percent .,,.. Site Area: 6500 Sri. Ft. f ? Site Area: 6500 Sri= , Building: 2370 Sq. Ft. Building: 2370 Sq. Ft. �""� �•• Walks, Wilks, wo Driveways, C Driveways, r..� Pads: I 5 Sq,, Ftj ; Pads: 1565 fig. Ftz 3935 Sq. Ft. 3935 Sq. Ft. Pt if � d _..._ ..... . _._._._- __.�.._ ....__._ _ � _ � _ (moi" rrr i. w r 1'( fI.. 1.�..�'` 1 ( .. 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L 7 irw4= a W V W 14 eok' %V4, ev Fi-611 Ire �.��.a Yr' �,/�"� � 'fA�,��•f �� f � �4 �. ���"'^, '� !'r ,,fir `'" N W _ I _ Iff )jl t I I I {�,� n/,� Amy ►t ®( +1 j// IMPORTANT NOTE -�4\\% ICA j•i.��',p �' - wy, All notes, details, symbols, i . ! - t • I p - dimensions, or any other � � =rC."all ! ?. _ *, *_ ! ' �nformatxon indicated on each •tiro - CEJ ` ,.� r k / Sheets A17 A/� �►,/9 -;` .� :` Section, Shee , , KljfjqV.' I' : A/109 A/11 and ,x.14 are typical .. _ , 7 for.all Sectloolm V a � V v � WQ hw r V W - F rn Q -- __ OVER c � _• d IZ • i ��_ _. _ _ ... __ ______ ________._________ _ . ___._ _ _ ._ !� Y ��� A ge �,a � rT5TA3�• CAPa Tar UNDER ' t� _'r SAM PLATE WT. TTPC-4L. 12w•x it ]• TT9T43i•STRAP TiE9 BENT p>rEf<l90TH 2x sr1NJ trR7C+p W •._ LAWAR TWM 4'-Ir WIDE. 50E$G7F►�ADEr�' STUDS *1GrG NpLL7pO4N TPP r BOTTOM GTI 5DES OF • 3 2.OFF 2x COM.W=PLATE , "R5P4.9r.S7 PLATE TI¢EVER. pfiJER STID•FaPOF Atd� NOTE,AMT t5/1'APA SHEATWNG ON 80TW I •SEC"ROG�PR Sl:E$oP W7EMOR STUD SWEAR , l t TVPIC.4L. �(3)2x*{IM 2-I/,T'PLT"ugvD.fid NAILS 1 WAt.L9 4a-fEF�4 WDIGATEfD ON PLAN. AV WC TOP/BOTTOM 3-2s EA$09 OF WALL QP9Wu<A -�-^-^-- ' LAWtFA TwM WAY 4 2-21t FOfs 5r%A1LERWALL QPENNL'r,S, I 24 Wxv STUDS•fi•WG. ✓�' � a !+}' � -++-�—2x I:IOpC7 ATi1P9•1i'Wa. -- t 4 2x 9LOCKIIG rrp: , j l TrPIGAt , k WA"CF NM 2x OLOGKWi TYPICAL r• F ` 0 2.2x CFt VLES 2x p.T.CONT.U00D PLAT WV :T TrPIGAL V2.0 x a• LOW-@ ANC-WOR 5MIS ' I I W.MK 2'0 x'/••TWIGC WASHERS 0 321.CIOi 1 TCP OF FN.61 FLOOR ff-dr qY GARAGE FN FL.ELEV,VADA, 1 t ,. �.. R5F'4'STUD PLATE TfE 2•V2'•LAG BOLTS EAG+I )•2x CONT.wgpqSTUDS R5P4•Sr,Q PLATE TIE •� ,�.(�I E CTNEFSTUB $ OP SIDE Of WAIL OFEHG9 TT E • u , OFIE"MRS MAL OR . 4-5 WAN -0• Zi�5 TSFSAL HEADER DETA' IL ' NOT 40 kali*: `) ( i l • i1 i � y• 1"• M • S �► , ,, i ' ' -- 2 1/2 �_ i ! 1i i•1• 22 •�•� PooINSTALL 5/6' DIA. 6 1/2 A NCHOR � � t NO WASHER REQUIREDPQ t a% / ►�t. :$.: I/8 (SEAT LJIDTi4) 2IP 1 . 13/5 Vi 0 °V 'ry 4X 0.6 Ss � �+ 0 V Grp,' �%1'• ` -- a o i fir © r HTT22 TENSION TIE DETAIL wW NOT TO SCALE: 04 : W 6 .. � P' I M� rv� L 4 IMPORTANT MUTE YY 4 All notes, details Symbols �- 1111 1 c°`+ Y„ • � ► .._� `.. '. - -~ w __ -- dimensions, or an other �,.�� A Lr t___ 4ir� ay.� R a► r�'» ':'� -in/ F,. + ✓ information indicated on each law -: �• r - .tib , ',•. Section, Sheets AI7, AJB, A/9, A/lU A/11 and A14 are typical �, ,...,... �: . - • �u for all Sections. �, •. ; •• ry , 1 i �■I p N 1�1 a M N K �i Z eq a _ -- T `T R ru YAJ A�-- 01 f�2 � 6 v'j _ g l �.�. . ooe -4 2- rt 4A Z W/ CJS✓ ' `.. -g.,�- - ..� , o0looo 01 00 11 4 W) a v A � � i Ii IMPORTANT NUTS �. All notes, details, symbols, ral _ r dimensions, or or any other + information indicated on, each Section, Sheets A/7, A/S, AJ9, �Ri A/lo, All l and A14 are typical for all $ectioaas. , R �� i 00 w Q � aw V Ch Ch -. C > a 1 , _.,,� • ... MSA. eo 12, t TT l 2— wF E ksx row- a r _.._ -_._ _..__._..__.,.�,_..r_-�....__..._�..-_.'._�.�..,.......�.:,—...-,....�.�-��__'_..__•__._.,...-,...._.-Mme.«�..�Y. �_....-_.•----^...-..._J..f....�-_�_..__..,--._..�._.�_..__•_•-_.. .. .... .. ,..-..._..._...-..-__........ .: L . w-� IMPORTANT NOTE , �'� •� � �; jJ 7 7� ' All nates, details, symbols, ar . dimensions, or any other ,o� �F ` : =�� : �,� -fc- a _ . -_ . _ . � �w : . w. information indicated on each Section Sheets A/7 A/8 A/9 _s5 . ,,.r44, A/Ia, A/11 and A14 are typical I, fo,r all Seg-Ons. _ V v � V H .. � O F �.� �o - , V � Q . �� Oriw_- 6/fit i 1 j � N �xc4 t =► 1Ol gat "�y �', «''+t`� `Y� rt ,�":�t,,�• ��1'? ,� � .. _-•-- _ rw.+� ,ice "�li, -.. __ �� _ + ,q t i L 1� . M-Pi WYN 0 ,9 fy, O�jfr r � I all I { V RO � a eV t' All 1..: � �..A SAE'•... � >�..�,..:( ':. - - 1R - ` -s!'�• ... ....µ" ' 4 7�,j '....•.. � n.ww4F s .n w:.n.s .'P �• �.,} r �.,r -�-- IMPORTANT TE '�•r r ' + All notes, details,,,,sambols , 3 - _ r I dimensions or an other '�. _ �; .�„ 1 � +r'"< X . 1 5". P. � � .� r• {1��P ••�� � � +; " r _._ . ._ information in.die ted on each l Section, Sheets A ?',A/8' A/9, = - 1 A/�it U, A/11 ani AW are typical. fir it S+eexon 118" DEEP SAW cur tl Tl4 A UJlrT BLADE "CONC. FILLED CELL W/ 1-05 BAR CONTINUOUS FROM FOOTING�INTO, . SAME DAY ON EARLY POUR ON 51DE5 OF WALL OPENINGS HEADER CMU ABOVE, 4 6 -O _ � OR FIRST THINCx.NEXT N a COHC. 5L,aB U5E (1) 05 ON EACH OF TWO CELL5 EACH 51DE OF WALL OPE ING5 6x6 W2.11 U2.1 wlf. Mot�IING ON LATE POUR LARGER THAN V 0' WIDE AND NOT TO EXCEED 4'-O' C/C FLAT MATS. x x x x x x x 00 WALL i THICK \ \\f \\.! \� \/ SLAB ` COWACT FILL r� 4 1x6 WOO'J ` ASTM D-1551 BLOC►CING • TYPICAL V� w PANEL JOINTS, TTWP AL a' CLo5ED FILLED CELL U E11.0r—KING • GYPSIJh7 BOARD JOINT$. END CMU BLOCK n .04 A RE INF. W/ 9 GA TRu5 a w TYPICAL. CONTROL. JOINT TYPE auR-o-WALL 04-1 N 1x6 CONT-WOOD PLATE W/►lt' 1 x 6'LGNG ANCHOR 15OLTS NAVW4 ! NOT TO SCAL13 A STANDARD HOGK WITH 1'•M 'I THICK WAWSER5•91' GIG,TYPICAL. REINFORCING 9 � p� 4' COKIIET5 51-AB UJ/ 1**� Q 6x6 - W2.11 UZI UJ.I,U.F.FLAT MAT ASSU"IED FINISHED FLOOR Uj I' FROM TOP OF SLAB �w v TYPICAL (!)5 GQNIIMXJUS MAIN ' ELEV. ®'.m• AIN RESIDENCEE51RESIDENCEE CONC. FILLED CELL W/ © TOO ` - R. L. FOR 1-05 BAR CONT. FROM N �•C�'31 MEAGER �----�-�-- � EXP. JOINT MATERIAL 4 SEALESMOOTH CONTINUOUS PAINTA5L.E 5UOACE. PREFABRICATED V"$TEM WALL W5 u, r•--.. _._.X __._ _...., . .__ FOOTING TO TOP OF o � ' DUIJELS NOT ExGEED d9' ♦ n t. • • w r * • C4. 5EE DETA.L .0 a'. __ �T --- CORNER HORIZON. p _.-� 4 7 =T� ' WALL W/ MIN. OF 25 LAP " v, \Y. v li i I .� . • a --1 �� REINF. Q ALL ¢• 8' TOP OF FOOTING CD x—x x x x—�--- x x x x x x x x—�--x x O V (3)5 CONTINJOUS n., ( CORNERS PQ 09 TRANSVERSE TIES Lv ' •, . !• E L E V. • 9'-Q7' h1A IN RESIDENCE a 3Ea' G/C /\ !■M TY' XT, WA INT SECTION � �" . i 1 -4 GOY1f'AGT FILL _ ASTH D-551 COWAGT FHL COMPACT FILL TYPICAL ASTM f7-155-1 � C 0 TYPICAL D-11250 TYPICAL TYPiCA�L ' TYPICAL AN5ION JOINT ` FILLED CELL DETAIL G T` E. FOOTING SECTION 1 THICKENED 5LAB 5ECTION 2 �' AL_ � � B I NOT To $OLE 12 NOT TO SCALE 12 NOT TO SCALE' 17 NOT TO SCALE I2 FOUNDATION NOTES: I. REFER TO GENERAL NOTES 1 DESIGN CRITERIA ON •� )I SWEET14 10'. 6 ,, ,� ! u REFER T4 51 PLAN OR SURV2. A5&-W'lEC> TOP OF FINISHED EY ORETRUE ATIQtG.V 01-0. i D. r !1A I LB 1� "" T ELEVATIONS AND FOR WALKWAY ELEVATIONS. _ { 3. TOP OF FOOTING ELE=VATION 15 2'-0' BELOW FINISHED FLOOR ELEVATION. 4. SUGGESTED C.J. LAYOUT IS 5HOU.N ON PLAN. DO NOT ' ----- --- PLACE JOINTS UNDER TILE COVERED SURFACES. REFER TO JOINT DETAILS 'A' t 'g' ON TW15 SHEET. If i ( q ► 5. ALL CI-'1U WALLS ARE SHEAR WALLS. REFER v� it 410 1� K ! ��� TO GENERAL NOTES ON 5HEET 'f4' FOR WALL ---- ---- SHEATHING t NAILING OF INTERIOR WOOD STUD WALLS. APPLY WALL SHEATHING Off! BOTH SIDES. TYPICAL, .N�_. W�-�IER1� THUS 5>-IOWA ON PLAN. jI ILO r OAF AV4 6# 00 -0 4040 '1 16 70 IMPORTANT NOTE: _ � t~-- � � � � � 1 IILO All notes, details, symbols, i ( I �_ . _ . . .. .. dimensions or any other ( L-- - --- information indicated on each _ ._ _ I - - �_ -�---- -- -- ---- ' ---- ---- --- --- - -- I �� duplex unit is identical on the -- �-.. I I _...__. . . . . 1� � � � ( � `� .� �,.,� N other unit, opposite hand. 1 1 �- 41 � I✓ , 0 4 , 1 E_ r► i ► I ,4 file W w 1�..- - - ICU _ +11 r a w 1 / / i ► • • • • • I i s r r aF Ar rod LA 111n 1 ell 4) 4�-•-�. — ' w w I i 10 AW � ♦ / JillP'� r i F �4 r TrTTT!ll � '� I �� - ter. � � �� � I I kN- fir a t 1.1vh. ALO V 7410 i414 �00' ENO i / p� ICA ,. ,, . � _,. ,, , v lz� r+oo-PMU { 'Mut I L (_` . f- k - TT O WyC25 X !� DL- ,C� C► � -- C V I:t�t M a VJ I t d moi' •� - `� f -for - d ,._. ... . :...� ► ,�iU� !�' i� wc� cru, { _ s FLO OR FRAMING NOTES • 1. Refer to General Notes and Design [-+ 1 ! 't �3• _ _ __ _._ Criteria on Sheet 14. ! 2. Second Floor joist bearing elevation ... / is 8'-3"-3above First o slab. bvv rst Fl or - > 3. Third Floor joist bearing elevation! • / I _ _ __ is 18'-3" above First floor slab. Z 6 x 4.VIA Al! exterior walls are shear walls. 4 = Interior shear walla are thus shown on the Floor Plans. Apply plywood wall sheathing to both R x sides of interior shear walls where shown. S. Refer to Sheet I¢ for uplift connectors. —LL I I fll 11 11--Z JI.lir... T-9 ; ..,. �__......T. . � �Vii' " �. I► ► - �►� �� } �`� -: 9t41-5,'r- A V4 01 P�54:; 1 a�'J yl !:� sol-1 . $4 1. W To H I re, r-�) i::� L- <::P e--' r= V.. /0111- 1 NA N.D. GALV. STEEL PLATE W/ 4•-1/a,41' FULLY WELDED METAL .� C. ,.•-� f ►� 5TRAFS, t ���011 ;�►� a �) �� : � , �I � '��. 10 '+ } � � it � �l 6 off k5 5AJ'A IMPORTANT NOTEPOR. -; � � � � �. � �,���.� � � _ �, 0 • { W/ NOLE5'FOR 112-4 �LT5 All notes, details, symbols, ► _. dimensions or any other f, �. _ ._m__ __ __ _ � __�_�_._ _ _ w_ w.= .w �:_-_T�._r ' { --- - �N u�EB 0 1 1 AND FLANGES ._. . _ _ ._ _ STAGGERED 0 12' %. 1 information indicated on each F ( ►I /` • • • .+ ( all r,i� ,� •. t V •f �I I �f / duplex unit i = ,__._ !0 VJ I V ,� /, I V• .,� • s identical on the ' � r rf ,� s � oh 1' - t other unit, opposite hand. � til` 5T9. A15r, CONNECTOR J ( I I -._ y v' {.----- '-'--- _ r l T�'^�•1` .+�r. • F}ice- .i.' , , .... . .. . -...-._ , . . • . . . __ •__ . I-t o C5 .j ►1'. .. - 'i , fJ OL Ij {{\ Y N w .. 9 X7''1-- . .._ � . r. �.....^ 4 1 .� ... .-- ' N) F - _. _ �_ * - F` _ ISI r + Vit' I . `,R ■_... � '""V IL � r`r ' � � c''�, •W J r 6f441) _ w. Nww ~ zz .� r•r " ;! = + ' , p F•«FAQ •..••,a, , r• I moo . , NERAL WTE2 1 055 CRITERIA FOR OCEAN BREgZi= ROOF FRAMING NU'I'ES I. CODES: Standard Building Gods ( 1991 Edition ATTIC,Nps, APA,AGI,Al�, 4 ASCE ( latest edition$ ! UPLIFT CONNECTOR SCNEnUL E i : W 2. LIVE LOADS: .�. 1. Refer to General Notes & Design Criteria ' ROOF LIvE LOAD . . .. . . . . .. ... ... . ... . .. . .... 20 P5F M ry on this sheet. 5FLOOR LIVE LOAD 1MP$cN FASTENERS . .. . ..... . . . . . .. . . , . . . .. 40 P$F !w■�i UPLIFT REMARKS :i 3. WIND LOADS: BASIC WIND SPEED (v) a 120 MPW Wi CONNECTOR TO TRU55 TO TOP PLATE ! IMPORTANCE FACTOR(I) = 10 2. Rooffruss Bearing Elevation 27'-10". UP TO 415" N 2.5 5-ed 5-ed TRu5$ alliLOCATEGORY - 11 1 EXFO5.+RE CATEGORY = C atTAa ITA04U4t a►f a rWarri .�./ TO 435" NGA-10 4'-V4'0 x 1.1/2' SCREWS 4-V4'► x 3' SCREWS TRU55 INTERNAL PRESSURE COEFFICIENTS • •1- 0.18(ENCLOSED) ����� A� 3. Refer to suggested roof truss profiles on this ' S�; SON Cp-1PONENT9 AND GLADOW5 SEE ATTACHED SHEET. ed raa,� .�•off` „,►� W 0 ' PRE RE PANEL Ai ALOGIU Ky � ,: Sheet and to approved truss Shop Drawings 4i5" TO 5850 N ! 4-Sd 6-Bd x 1-►� TRUSS 4. MtATERIALSS; M T �' � j For exact dimensions. " " 585 TO 145 W 8 5-IOd 5.8d x I-1/2 TRtJ55 CONCRETE. NOW'1AL WEiGRT,MIN.2500 PSI • 28 DAYS u�l FkBERMESW REINFORCE EN �..( L=1 I` FIBERME5W: IF ADDED,USE V2'MONOFILAMENT, . DOSAGE: 314 LB PER CUBIC YARD 145' TO 9900 W 10 6-ad x 1.1/2, 8.8d x I-V2' Tft55 REPAIR OF CRACKS IN SLABS DUE Y0 SHRrNKAraE, IMPROPER601L CONDITIONS, 1 �e "� °rre rc�or�r� � •t. See Uplift Connector Schedule on this sheet for DIFFERENTIAL SETTLEMENT, 15 THE FULL RESPONSIBILITY OF THE CONTRACTOR. p Mechanical Fasteners at truss supports. 145' TO 1000" MTS 11 1.10d EA 51DE NONE TRU55 s Structural steer plate$ . . ... . . .. . . . . .. . . . . . .45TH A36 GENTEl4t NC►tee rr, U ASTM A997 , p W 1000' t0 1450" NTS ZO 10-lOd EA SIQE NONE. TRUSS Highstxer�th svuctsha urel steal (W- pes)...... BETTER Welds.... .... . .. ... .... ......... Aws,sakes E10 rprr t 1-. ------ Lr BETTERCXA(tTrJ 1450" TO 1600" W 16 5 10-led 2-10d TRU55 2.104 2-PLY TOSS CONCRETE aLouc A$rM G90,TYPE ll, rm , 1500 PSI ,T 14'30' TO 1600" W 16-2 10-tad MAS50NRI' MORTAR ASTM G210, TYPE 'S ?600' T Z05D" GT 2 !4•ibd 14•lbd 2-PLY TRU55 REINFORCEMENT: ASTM A615,GRADE b0 �rfiri°w O L Lt1MBER lI1pOD GONgTRUGTION IN ACCORDANCE WITW GRAFTER 23 OF TH_ FLORIDA BUILDING CODE. Wit& PINE FUR,MG19,NO. 2 t�t �nn�TO aa COMMON U4 cow.(TTra � 205V TO 420V MGT NONE 22-lmd SEE SWEET W-3 5P)DS s JOISTS: 5PRUGE. EXT. t W. SHEAR WALL s ROOF SHEATHING ALL SHEATHING AND WALL PANELS SHALL 0 � 4200" TO 8665" NGT-2 NONE 8.10d 2-PLT TRUSS PANELS. Ir MA9. BE 1/16THICK APA APPROVED r 1r� 8665" TO 9685" NGT-3 NONE 6-led 3-PLY TRU55 EXTERIOR SHEATHING FA5TENING: 1 ROOF SHEATHING ATTACHMENT PLAN V p o ^ FASTEN SW!~ATWING WITW ed 6' ON CENTERS OF SUPPORTED EDGE$ r Not To SGA 66650 TO 9685" 1-6T-4 NONE 16-lod 4-PLY TRUSS (N THE SEAMS)AND • 12' ON INTERMEDIATE SUPPORTS(W THE FIELD). 315 RSP 4 4-W x 1-V2' 4.8d x I-V2' STUD TO PLATT: WALLS: FASTEN SHEATHING ON EXT. WALLS UY ed • b' ON CENTERS OF WPPORTED EDGES 2w4 Of""ar�R 0LOCJ 4 caata� ROOFra a�FELT ON � GENTEI CENEATW SH#ATWk4a JON?. v&W,oROACkO � FASTEN SHEATHING OF( INT.u.ALLS WJ Bd 4' ON CENTERS OF SUPPORTED EDGES !g// •snarcm ( rxoaP U .. { ATTAGI�TLV('.liJ id TQEi.A11.R7 (�'E.f4 TIS pAhF1.B�FATHWG(T'tT'J " 5P I 6.104 4.1@d STUD TO PLATE (IN THE SEAMS)AND * !2' ON INTERMEDIATE SUPPORTS(W THE FIELD + OR(2) id (owAe r sr [Trr �e 585 RfTTr"r� W FRAMING ANCHORS: NOTED ON PLANS BY '51r F50N•OR ENGINEER APPROVED EQUAL- ! RAF( 8.1+•oa rTTra 1 " STUD T PLATE WASHERS: A5TM F 436. r�r�ae�a• rr_faseLs">a+erarra 065 SP 2 6-led 6-10d Q O PL WA&7SNMz6WWNUTS: A5TM A 563,GRADE'A' HEX. (1)Taal T 152V META .6 26-IDd NAILS TOTAL STUD TO STUD FLOOR EPDXY: 5lMP5O4 STRONG-TIE Co.PRODUG '5ET' ADHESIVE. OR W b NAIL$TO Ix4 1 e .cwfnra ". . . _.,......._..._ . _.__._.__. _.__.._.___._._.___..... .._..---•- TRUSSES: ROOF rRU55 FA15RICATION SHALL BE APPROVED BY IC50. DESIGN PER TPI. ! (V Ad"LA• _. .. ... -, CONT.2X4 LATE PROVIDE SHOP DRAWING5 SIGNED AND SEALED BY AN ENGINEER e,�e f RAT KM HOLDING CURRENT REGISTRATION N THE STATE OF FLORIDA. � >� srx4s,ra MAX acrr�u [s� MINIMUM METAL PLATE SIZE IS 15 SQUARE INCHES AND ALL"LA ro ESE Fes+E�INTO T •Orr. 3 J 1( PE5K,NED IN ACCORDANCE WITW THE DESIGN SPECIFICATIONS. �'�+'�A nK �e �` / V FOR LIGHT METAL PLATE CONNECTED WOOD ROOF TR,►55E$. STANDING SEAM ROOF COVER : PROVIDE SHOP DRAWING A CALCULATIONS SIGNED 15EALED f GABLE END WALL SECTION _ BY AN ENGINEER HOLDING CURRENT REGISTRATION W THE j NOT To erAt.t STATE OF FLORIDA 5HOWNG TYPE 0 SIZE OF ROOF PANELS, CaACIL r�r€R CLIPS;AND FASTENERS TO RE51ST I}PLIFT FORCES NOTED ABOVE. d"06-71- VA' �.6.7 = 2 0 F'SF. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO VA'•64F ATFUra f,A" (2)*d NXILS ILAGN TP406 tTFI&A.. A55uMED ALLOWABLE SOIL PRlM55URE ,@0 INSURE THAT THE EXISTING SOIL CONDITIONS CAN SAFELY CARRY THE 5UPERNMPOSED DE54N LOADS 'Y(rr��++T ad NAt1A��wc.rYt�ic.aL. 2LENCrTi�G�1TE7 77 21. 1 Ad NA"1 V cfe.ALTEWATE WITW TOLERABLE AMOUNTS OF SETTLEMENT. LaTez ea:Apr crcaT Rio '�-•. TOENAIL AND t TrPt,A1. FASTENED iM(A. hNLS r OR(b!Sd�M�i TD 2x4 S. TEMPORARY BRACING: [JW(Trrj — WW FRoVV AW-AAe•29V rx CONTRACTOR eWALL BE RE5PON51BLE FOR ALL TEMPORARY BRACING Ti-tAt 19 2xsrantt•eYr"• Y� REQUIRED DURING GON5TRUCTION TO KEEP EXI5TINCs STRUCTURE 5AFE AND �i _ PLW5 UNTIL TNI~ ENTIRE STRUCTURE 15 IN PLACE?'. BRACING 5t-lOtt�! G?N rORAtUtNGS ,a I `7 -- - 15 FOR THE COMPLETE STRUCTURE ONLY. 6. ALL 5TRUCTURAL OPENINGS AROILM OR AFFECTED BY MEC�HANCAL, ELI=CTRIGAL ANfJ PLW'18iNG i:r Tu Trr .a T 4'STS?_P T.t• NAL E VERIFIED tNiW EQUIPMENT F'URGRASED 5EFoRE PR%EMD 6 WITW STRUGTtiRAl. v Htr. a �� EQUIPMENT 5 L B 60 41 ��fZ r T, ej D toe, f 1500 51 10 1 11 00 -Tr, U S� ! �� w �c o N co r Fh _ V. — T M►�►" �1 +n n T1 NJ ts \C) 00 � �- 2 110 � ee lid _ _ .� .. _ -1L _- _ �� - �, �► 010 < - _ 151 4 p�T••'•L CAT vim"' ter' T • w • w ��: i .......... ELECTRICAL NOTES AND FIXTURES AIR CONDI'T'IONING NOTES 1. Comply with all applicable codes and ordinances, 2. Supply, install and lamp all fixtures, 1. COMPLY WITH ALIT,APPLICABLE CODES AND ORDINANCES. 3. All outlets shall be smooth white plastic. Switches shall be smooth white plastic, 2. CO-ORDINATE ALL WORK WITH OTHER TRADES. decor type,toggle, 3. . PROVIDE A CERTIFIED ENERGY ANALYSIS AS REQUIRED BY THE FLORIDA H ° 4. The Electrical Contractor shall be responsible for sexing all circuits, wiring, pan , ENERGY CODE AND ALL LOCAL JURISDICTIONS. service and all other electrical requirements for and shall co-ordinate his work with 4. ALL DUCTWORK SHALL BE FIBERGLASS DUCTBOARD AND FLEXIBLE all associated trades during construction of the project. ROUND DUCTS. S. Eleetarical service shall be underground. S. ALL DUCTWORK SHALL BE INSULATED AS REQUIRED. • 6. Submit shop drawings for all fixtures specified and a panel board schedule 6. ALL REGISTERS SHALL BE BRUSHED ALUMINUM. i*4 indicating all circuiting and spares for future use. 7.. PROVIDE THERMOSTATS AS REQUIRED FOR THE EQUIPMENT. 8. ALL WORK SHALT.BE PERFORMED BY A QUALIFIED AIR CONDITIONING Fix ur : CONTRACTOR 9. THE AIR CONDITIONING CONTRACTOR SHALL BE RESPONSIBLE FOR THE 04 w A--Progress P821FG, recessed housing with P806tirr 31 trim and 1.75 watt BR40 lamp. DESIGN AND PROPER OPERATION OF?IiE SYSTEMS AND SHALL WARRANT a [•� SAME. �-D W ON B—Lithonia or equal surface mounted wrap around fluorescent future with 4-40 watt cool 10.THE AIR CONDITIONING SYSTEMS SHALL BE SPLIT SYSTEM HEAT PUMPS white lamps. EQUAL TO CARRIER OR TRANE. THE UNITS SHALL BE COASTAL QUALITY WITH A 5-YEAR COMPRESSOR WARRANTY. SUBMIT SHOP DRAWINGS AND C—Progress P7171-13 wall sconce mounted (a3 6'-0" alt. with lamp. BROCHURES FOR APPROVAL BY THE ARCHITECT. D—Progress P821 FG rtcessed housing withP8068-21 "Aluk" reflective cone trim and 1-7S d Q watt BR-40 lamp. CsD E—Progress P321 FG recessed housing with P8069-30 shower trim and 1-60 watt A-19 Q (,� "'toe �. tamp. F—Porcelain socket with 1-100 watt A-19 lamp with lamp guard. G—Pendant Dining fixture,surface mounted, 250 watts, to be selected. Provide an allowance of$150.00 per fixture. H— Progress P7306-30 fascia and wall mounted white polycarbonate fixture with 1-9 watt 3 fluorescent lamp. Facia mount at center of facia at entrance walkway and wall mounted at 16" a.CC at roof garden and 6'-S" all other locations SD—Smoke detectors shall be white plastic. Exhaust Fans. Nutone QT-80 PB— Nutone PB ISL Chimes—Nutone L814 built in flush. Ceiling Fans—To be selected. Provide an allowance of$100.00 per fan to be installed by the Electrical Contractor. a Flo Y F G c .✓ ix �j _ 4 1 r 71 ora ,w,, evqll t +.w iiTlI � g f 1' _ - m d �+ 3 � a 04w t _ 17 w , ._ CD IMPORTANT _ T NOTE. _. �� All notes details s mbols 4___ ___ __ _. _ �, ��,,, , X , ,41+ � Q dimensions or any other, information indicated on each duplex unit is identical on the _ . . .�..�._..._ ._... -- _._.._..... ._.. ...� ._._. ..�. ----- . other unite opposite hand. -��,yQ�..F�`�tf'�J� Ix ` • { i • i ; ,per J6 w : Nom... .wrW , ••.. ♦ ..w wo p F--RU o %wo Ong) 11 l � 9 i f. t . d e "POO. i� � �.�. !:� G� � LI �' 1 1..�• � � �`'� � 40 i ty) r IMPORTANT NOTE: All notes, details, symbols, M Lill d�c� , � � ,� dimensions or any other . 1 information indicated on each duplex unit is identical ' on the 1 , l . _ Y other unit opposite hand. . ;W COY'Y _ w v r-4 v 1600 CIO, � fes! t r7� �•�' �� }' i �, m W .. VTI Olt U ' ri, a P4 'dr o 0 > !� �Ifo I%Lt (0 O N P t o � NNW, I � � •r i - - -_ -- tT fiLI FT r rt r aq T T. - y f 62 ?fit j 2P I F7 _ _ r //- —�, ��, �b � � d�� _._�..�_._ �� - -- . %fit,• �,��� "' r �. ► W r I tn COO) Eno r- kill r'v_* f ` . doo, IMPOR. rANT NOTE. All notes details symbols, dimensions or any other v Q ` -- _ _-_.•_ . µ _ ` information indicated on each CP duplex unit is identical on the w other unit, opposite hand. � N z � 1 i ! �' ' ."". / �• r" F 1"Jt 1�.,a,.A C-:4-0 -1. V :.,� • • Y a e • U .