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SEMINOLE RD 332 OTT OF... AOA AP,& 'ju, #Stu 8e4MA00WR44i& I WW'W June 21, 1972 COMMITTEE APPROVAL We the undersigned Committee hereby approve the plans as corrected on the following described lots in accordance with Commission directives. 277 Saltair Subdivision 278 279 261 266 �=-268 269 R. ry Planning Board R. H. Hilliard, Director of Pidblic Works P. C. /'�� R. C. Vogel, ��ity Manager APPROVED CITY of ATLANTIC BEACH BUILDING OFFICE Date...... P L 0 T P LAN LOT 268- SECTION No. 2- SALTA] R , ATLANTIC B-EACH, FLORIDA. I,0 Ct 1 ki Lo CAkPOAT g /1. 21 9' CON RETE D21 VIE T4 4s cr- 1 /00, Lu SEASPRAY AVE 50# PIW f =ago= PLAN NO: A 8- 0 ME-3-29-7 C S 1 T L E: PL 0-r f c m 5 CHKD: c c L SACET OF CONTRACTORS C,-)RPGRAT10i Co GEORGIA [J�ACKSONVTLLE. FLOR' II'D'A �5 �D -Z_ FIIA l"orat 2005 For accurate register of carbon copies, form Form approved. VA Forr�26-185'1- may be separated along above fold. Staple Rev.3 A.j - completed sheets together in original order. udget Bureau No. 61-R051'.1 RI Proposed Construction DESCRIPTION OF MATERIALS No. (To be inserted by FIIA or VA) U n d e r C a n s t ru c t i a n S.�5'07_/61/v 141�2-1 Property address city state '4��4 Mortgagor or Sponsor Empire Home Loans, Inc. 4 So. FirBt St. Jax Beach, 19 . Construction W�ftce Contractors 2843 San PabYelkoad Contractor or Builder corD. JninkAonville, Florida (Name) (Address) INSTRUCTIONS I. for additional information on how this form is to be submitted, number required, then the minimum acceptable will be assumed. Work exceeding of copies, etc., see the instructions applicable to the FHA Application for minimum requirements cannot be considered unless specifically described. Mortgage Insurance or VA Request for Determination of Reasonable Value, as 4. Include no alternates, "or equal" phrases, or contradictory items. (Con- the case may be. sideration of a request for accep!once of substitute materials or equipment is 2- Describe all materials and equipment to be used, whether or not shown on not thereby precluded.) the drawings, by marking on X in each appropriate check-box and entering the 5. Include signatures required at the end of this form. information called for in each space. If space is inadequate, enter"See misc. 6. The construction shall be completed in compliance with the related drawings and describe under item 27 or on an attached sheet. and specifications,as amended during processing. The specifications include'his 3. Work not specifically described or shown will not be considered unless Description of Materials and the applicable Minimum Ccnstruction Requirements. 1. EXCAVATION: Bearing soil, type Sandy Loam 2. FOUNDATIONS: - Footings: concrete mix 1:3:5 strength psi 2500 Reinforcing As Required Foundation wall: material Conc- Block Reinforcing None Interior foundation wall: material None Party foundation wall None Columns: material and sizes None Piers: material 69V reinforcing 8"xl6" Conc . Block Girders: material and sizes ��Alumlnum Beam Sills: material Alum. Ferimeter Plate Basement entrance areaway None Window areaways As Required Waterproofing Footingdrains 4" Ferf. Drain Tile wheii�Req�d. Termite protection Soil Poison JA 4 4 - I UA j Basementless space: ground cover Non e insulation foundation vents—MOX'IT"Al im Special foundations Additional information: Solid cap block and termite shield where required -- 1 access door -- f8_u_x_2_4_w_min. 3. CHIMNEYS: None Material Prefabricated(make and si,-e) Flue lining: material Ileater flue size Fireplace flue size Vents (material and size): gas or oil heater ; water heater Additional information: Total Electric -- None Required 4. FIREPLACES: None Type: E] solid fuel; F] gas-burning; []circulator(make and size) Ash dump and clean-out Fireplace: facing lining hearth mantel Additional information: 5. EXTERIOR WALLS: &-UU1JaA 4 12 ig W464 El ptl I g S 2"x4" IdiNNIIiii,S tU d S 24 11 12'&.e_PrPb'r?-,'n9y.Ifullding papt�r or felt 0 y ; FK] solid; C] spaced - 11 0. C.; Ef diagonal, Siding grade type size—; exposure—"; fastening Shingles grade ,type—; size—; exrDsure-11; fastening StUCO cost work thickness ath weight-1--bib. Masonry veneer - - Sills Lintels Base flashing Masonry: E] solid C] faced [—] stuccoed; total wall thickness facing thickness f - acing material Backup material thickness bonding Door sills Window sills Lintels Base flashing Interior surfaces: dampproofing,— coats of furring Additional information: Exterior painting: material Prime - oil base number of coats. 3 Gable wall construction: Z] same as main walls; [3 other construction 6. FLOOWITFAMING: R Jst. Alum. Strapping joists: , �Tade, and species ALCOA other 2 11 X 14 it AlU M bridging anchors Concrete slab:1] basement floor; El first floor;X] ground supported; E] self-supporting; mix 10:5 thickness 4 reinforcing6"x6l' #10 W'W Mesh _; insulation ; membrane Fill under slab: material Send thickness—". Additional information.. All vegetation, Topsoil & Foreiwn matter removed. 7. SUBFLOCIRING: (Describe undeflooring for�pecial floors under item 2 1.) t4l' T&G Nailed and glued plywood 41X8, AD pine Material: grade and species 7 ; size ; type Laid: E] first floor; E] second floor; [3 attic—sq. ft.; E] diagonal; C] right angles. Additional information: 8. FINISH FLOORING: (Wood only. Describe other finish flooring under item 21.) LOCATION Rooms GRADE SPECIES THICKNESS NVIDT" BLDG. PAPER FiNisit 17irstfloor— All bedroom and 2ivinw rDom - Carnet - See Section 27 for spe-cl-ficatio gv,X,&;c floor All other rr Doms : Armstr:)npr V1nvl—Asbe8tQS- _".11Q Attic flo--r— Sq. ft. Additional information: FHA Form 2005 DESCRIPTION OF MATERIALS VA Form 26-1852 DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: Y.19. 211 Studs: wood, grade, and specie 2"41 size and spacing 4"99" 0-C- Other Additional information-_&!!t�H*&24F11*__5 tZ u C C U1 UT"Ttl_. 10. COLING FRAMING: 2"x4l' WD TrusseB24" o.c. joists: wood, grade, and species— Other Bridging Additional information: See Ro9f TrUBS Design Atte,ched to plr;ns 11. ROOF FRAMING: 24" o.c. Rafters: wood, grade, and species 2"x4 " WD Tru s a e S— Roof trusses (see detail): grade and specie,See Roof Truss Additional information: Desicn attached to plans (must be stc- ned) 12. ROOFING: Sheathing: wood, grade, and species 1/2" CD Plywood 4 'x8' w/ Plyclips K] solid; C] spaced—" oc. Roofing SD Asphalt comp, grade 1-C size 12X36 ; type 240# Wind Resistant Underlay Felt ; vp h or thickness size 36 fastening GbLlV- N&US Built-up roofingAB shown on plans 11001tumen ;�Zum 'r If plies 3 surfacing material GraVel 1400# Flashing- m1tteriai Alum. or Galy, Iron gage or weight 26 ge El gravel stops; C] snow guards Additional information: 13. GUTTERS AND DOWNSPOUTS: As Required Gutters: material Aluminum gage or weight 26 F_e; size shape OG Downspouts: material Aluminum gage or weight 26 3"x4l' ; shape Rect. number Downspouts connected to: C] Storm sewer; sanitary sewer; E] tJry-well. )C] Splash blocks: material and size Conc. 12"X30" Addifional information: 14. LATH AND PLASTER Lath [I walls, C] ceilings: material weight or thickness— Plaster: coats_; finish Dry-wall FL] walls,FL] ceilings: material Sheetrock thickness I Z2 finish P F1 J n t nypr Va C torV fi n i Bh-; joirittreatment Tape. Mud & Sand 15. DECORATING: (Point, wallpaper, ek.) Rooms NVALL FiNis" MATERIAL AND APPLICATION CEILING FINIS" MATERIAL AND ArPLICATION Kitchen -4 Sbeetrock - painted enamel F'-Sheetrock - semi-ACCOUStical Bath Sheetrock - oginted eriamela Sheetrock - Semi-Accousticel Other Sheetrock - painted �__Sheetrock - Seml -Acrnustdcal Additional information: 16. INTERIOR DOORS AND TRIM: Doors: type Flush Hollow Core material Luan thickness 1-3/8 Door trim: t) Aluminum material AlUminuM_ Base: type Classic material 14 Fine size 3-1/2 Finish: doors'91��esc & Varnish or Paint -; trim Aluminum baked on enamel- Other trim (iteni,ope and location) Attic & Plumbing Access Additional information: 17. WINDOWS: Windows: typeDbl. slide make ALCOA material Aluminum sash thickness 1-3/8" Glass: grade 33B or DSB C] sash weights; [3 balances, type None head flashin 6ga. where Req' d Trim: type Aluminum material Aluminum Pai nt B a k F d e n n"M La _; number coats 3 Weatherstripping: type ComDressi on or Vinyl material Aluminum Storm sash, number NOLP Screens: M full; E] half; type Aluminum number 8.11 ; screen cloth material Al umi rum Basement windows: type material screens, number—;Storm sash, number Special window Additional information: 18. ENTRANCES AND EXTERIOR DETAIL: Main entrance door: material Luan width-16 thicknes-1_-7 A It Frame. material Al 12M- :hickness 3,/L" Other ertrance doors: materialComb. ( 2 11 te width 3 2 thicknesa_-3/4 Frame: material Al 11 M- hickness3&" Flead flashing ]Poly. or tt Felt — %Veathcrstripping: type5pr. Bron7,p nr Vj1iYd1-s Al 13mi num Screen doors: thickncssL__1_Z§number 1 screen cloth material Al um- Storm doors: thickness_"; number Combination storm and screen doors: thickness number—; screen cloth material Shutters: [] hinged; Z] fixed. Railings p P r p I n n n Atticlouvers FlLEISLIC Or MEA-81 RcrPened Exterior millwork: grade and species Kdkp Paint 0 11 hS Re number coats 3 Additional information: 19. CABINETS AND INTERIOR DETAIL: Kitchen cabinets, wall units: material Wood - shop built lineal feet of shelves—; shelf width 1211 Base units: material Wood ; counter top Laminated plastic; edging Same Back and end splash Same 4 ' high Finish of cabinets Factory number coats Medicine cabinets: make Lqwson * ; model— Other cabinets and built-in furniture-D-er ;�Ipns - vanity cphlnets in hathrninmg Additional information: * or eaual 20. STAIRS: TREADS RisERs SrRINGS HANDRAIL BALUSTEkS STAIR Material Thickness Material Thicknen Material Size Material Size Material Size Basement Main Attic Disappearing: make and model number None Additional information: Attic Access - 20"x24" CS.Sed Opening 2 21. SPECIAL FLOORS AND WAIINSCOT: THRESHOLD WALL BASE UNDERFLOOR LC:%TION MATERIAL, COLOR, BORDER,SIZES,GAGE,ETC. MATERIAL MATERIAL MATERIAL Kitchen OnCl storaae/utility room - 1116" V.A.T. Eone Wood Cone. 8 Bath 1/15" Armstrong V.A.T. or equal None Wood Conc. All other rooms - Caroet Alum. wood HEIGHT HEIGHT IN SH WERS LA)CATION MATERIAL, COLOR, '11oRDF_a, CAP. SIZES, GAGE, ETC. HEIGHT OVER Tug (FROM FL000R) Blh_ Fiberglass Reinf. Tub 8411 8411 8411 Z Bathroom accessories: E] Recessed; material number— Attached; material Chr. Plate�,mbcr 10 Additional information: 22. PLUMBING: NumEzit LA)CATION MAKE MFR's FIXTURE IDENTIFICATION No. SIA COLCR Sink 1 Kit Gerber 76-234 3211x2l" hite i Lavatory 2 Bathe Gerber 16-744 1911x16" hi te Water closet, 2 Baths Gerber 21-202 P--hite i te Bathtub 2 Baths Corl Fiberglas (one oiece) 51 hite Shower over tub'��' 2 Baths Gerber 48-720 Stall showerL Laundry trays Washer Conn. 1 Util. Guy Gray T-200 dhite A6 durtain rod Door Shower pan: material Water supply: X1 public; [] Community system; El individual (private) system.* Sewage disposal: ZI public; E] community system; [] individual (private) system.* *Show and describe individual system in complete detail in separate,drawings and specifications according to requirements. House drain (inside): E] cast iron; E] tile; F1 other House sewer (outside): Z] cast iron; C] tile; [j other Water piping::E] galvanized steel; 0 copper tubing; [] other Sill cocks, number Domestic water heater: type Dbl . El . El e c tr�fAake and model Rheem heating capacity 40 — 27.5 gph. 100* rise. Storage tank: material Glass lined _; capacity 40 gallons. Gas service: C] utility company; E] liq. pet. gas; E] other Gas piping: C] cooking; F]'house heating. Footing drains connected to: El storm sewer;-[j sanitary sewer; C] dry well. Sump l3ump; make and model capacity discharges into 23. HEATING: Hot water. C] Steam. E] Vapor. E] One-pipe system. Two-pipe system. C] Radiators. E] Convectors. [3 Baseboard radiation. Make and model Radiant panel: 0 floor; C] wall; M ceiling. Panel coil: material [] Circulator. C] Return pump. Make and model capacity gpm. Boiler: make and model Output Btuh.; net rating Btuh. Additional information: Warm air: [] Gravity. E] Forced. Type of s�stem Overhend Sunply - 'Centrel Duct material: supply G.I . ; ieturn Same Insulationper YIPS , thickness 21! E] Outside air intake. Furnace: make and model Carrier 40EA002 — Input 10 5KW _Btuh.; output 37, 000 _Btuh. Additional information: *or equal E] Space heater; E] floor furnace; E] wall heater. Input Btuh.; output Btuh.; number units Make, model Additional information: Controls: make and types Minn.-Honeywell Additional information: Fuel: E] Coal; 0 oil; E] gas; 0 liq. pet. gas;n electric; E] other storage capacity Additional information: Firing equipment furnished separately: Gas burner, conversion type. C] Stoker: hopper feed bin feed E] Oil burner: E] pressure atomizing; vaporizing Make and model Control Additional information: Electric heating system: type Input—watts; volts; output Btuh. Additional information: Ventilating equipment: attic fan, make and model capac.ty C fiTi. kitchen exhaust fan. make and r .,(,i.l Gray &. Dudley Ele6tric Hood & Fan Other heating, ventilating. or cooling equipment—Bath Exhaust Fan - Nutone Model 8661 * or equal 24. ELECTRIC WIRING: Service:)o overhead; [:] underground. Panel: E] fuse box; JD circuit-breaker; makeFed .Pa C i f I C AMP's 1 C�0 No.circuit. 24 Wiring: E] conduit: [-] armorcd cable; [E nonmetallic cable; [3 knob and tube; [:] other Romex W/wrouLd e s *IQ Special outlets: K] range; EXwater heater; :K] other Dryer nut.1 et E] Doorbell. n Chimes. Push-button-locations— Froiit & Rear Additional information: 25. LIGHTING FIXTURES: per plans Total number of fixtures 13 or Total allowance for fixtures, typical installation, S 100-00 Nontypical installation Additional information: 3 DESCRIPTION OF MATERIALS DESCRIPTION OF MATERIALS 26. INSULATION: LOCATION TuICKNESS NIATMAL,TYPE, AND NIMIOD OF INSTALLATION VAPoit BARRIER Roof— = _M=11 3i rfwul Ceiling 6" Batts - Fiberglass or equal YeB Wall 411 Batts - Fiberglass or equal Yes Floor HARDWARE: (make, material, and finish.) Westlock: * Brass w/chrome ba.th locks ; Exterior locks keyed alike �k or equal SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and appliances which are eccept- able by local law, custom and applicable FIIA standards. Do not include items which, by established custom, are supplied by occupant and removed when he vacates promises or chattles prohibited by law fror? becoming realty.) General Electric J-300 Electric Range or equal 27. MISCELLANEOUS: (Describe any main dwelling materials, equipment, or ccristruction items not shown elsewhere;or use to provide additional information where the -pace provided was inadequate. Always reference by item number to correspond to numbering used on this form.) Carpet: Dayton ag Mfg' d. per FRA bulletin U.M.44-B Tmperin,l 11il-Is 20 ounces per sq . yd . , aver. pile 1/4" , 57, 600 density Pad: Fortreso as Ij .' d ppr FILA bulletin U.M.44-B General Felt Industrics See FHA Structural-BulletIn Number 717 "Alumiframe System" All Plywood to be Grade 11arked DFPA All Trusses to be stamped w/ Mfg. Stamp PORCHES: Per - plans - Foundation and roof framing as house, deck 4" Reinf. (10 Fra. ) Concrete Slab - Ceil. 3/8" Ext. Plywood - Columbus & Other Wood Surfaces Prime-Oil Baoe 3 coates . TERRACES: GARAGES: 4" Concrete slab w/10 ga . wire mesh. Door as per plan (if any, carport or garage. WALKS AND DRIVEWAYS: Driveway: width9 �10" base material Undi s .Grp d�thickness surfacing material Concrete _; thickness 4 Front walk: width —0, 4 ,. material Concrete; thickness Service %valk: width 3) material Conc. ; thickness 4 Steps: material Brick or P/C Conc. ; read, 11 "; risers 7-21 Check walls As required OTHER ONSITE IMPROVEMENTS: (Spec�f y all eAterior onsite improvenients not described elsewhere, including itenis such as urusual grading,drainage structures, retaining walls,ftnce, railings, and accessdr),structures. Drawing prepared by Construction Service Contractors Corp. 306 Academy Ave. , Dublin, Georgia and 2843 San Pablo Road, Jacksonville, Florida LANDSCAPING, PLANTING, AND FINISH GRADING: 'ropsoii—,, thick: F] front yard. [-] side yards; E] rear yard to feet behind main building. Lawns (seeded,To2WJ,=ipKeF41):�� front yard Al 1 side yards All 4�1 rear yard PC; Planting: [I as specified and shown orl dra%6ng%; 0 as follows: Shade trees, deciduous, caliper. Evergreen trees. to B & B. Low flovvering trees, deciduous, to 8 Evergreen shrubs, to 2 B & B. lfigh-gro%%ing shrubs, deciduous, to—' — Vines, 2-year Medium-growing shrubs, deciduous, to Low-growing shrubs,deciduous, to— IDENTIFICATION.—This exhibit shall be identified by the signature of the builder, or sponsor, and/or the proposed mortgagor if the latter-is known at the time ofapplication. Construction Service Contract s Corp. 1 Aoril 1972 1 ? Da e Signature ;,4T Signature FHA Form 2005 VA Form 26-1852 4 GPO JOGS C48-16-0081-1 296-152. MAX.OVERALL SPANS SPECIES & GRADE MAX OVERALL SPANS NOTE 15 Lc (with 4" booting) (with 4" bearing) OVERALL SPANS SHOWN ARE BASED 15Lc 1 15 Lc ASED ON THE1970 ON THE USE OF A 4"NOMINAL WIDTH b d 2x:4 TOP 2 X 4 BTM. OF BEARING. UNLESS OTHERWISE SHOWN, ILC C 10.83 Lc 2x4 TOP 2x 4 BTM* GRADING RULES - OF BEARING MAY BE USED q1-1 10.83 L c: I I CHORD CHORD CHORD CHORD UP TO S 3 e I . I to I to it. (WWPA, SPIS) I I it WHICH WILL PERMIT AN INCREASE a f 1 V2 X 3 Y2 1 V2 x 3 72 IVX 3% % X3�;' .N THE MAX. OVERALL SPAN OF 8". C 33' - 1 " 35'- 4 " Douglas Fir-Larch Select Structural 35'- 4" 37' - 9 h 9 32t - 0" 344- 7 " Douqlos Fir-Lorch No. 1 14 - 2 " 7 - 8 5 9.5 Lc' _L h 6.6 7 Lc 6.67 30'- I -LDouglos Fir-Lorch No. 2 31 ' - 3 " 32' -10 3 t LC 28' - IT 40LC- 40 LC 31 ' - 4 351 - 4 " uglas Fit-South.Select Structura.l._i37- 5 - 37' - 9 30' - 4 3 3'- 3 " Douglas Fir South No. 1 32' - 4 " 36' - 3 11 C. x Symm. about 276- 9" 29' - 6 " Douglas Fir South No.2 32'- 2 T GHT FIT FORCE DIAGRAM except as shown 30' - 6" 32' -11 " Hem-Fir Select Structural 32' - 6" 35' - 1) ,$ 2 28' - 61" ern-Fir No. I -11" 321 - 2 30' i 128"- 2 5x6 TIGHT FIT SHOWN' U'E D AS 'Lr rl Or P OIA 'R AM 29'- 6 H 2 5' - 0 25 - 9 Hem-Fir No. 2 27' - 2 4 X4 to 3 4'-0 30' - 0" 9 untain Hemlock Select Structural 32' - 0" 361 -1011 33# Mountain Hemlock No. 1 31�- Q 33'� 2 4x5 to 37'-9" 3 ' 5 29' 0"_ 0 - 2 251 5-1 26' - 9 MountoinHemlock No.2 27' - 7 29' 2" . _ 1 35' -11 TIGHT FIT 29' 9"_P32' - 11 Mountain Hemlock Hem-FirSel.Struc. 31 9' 0 7 28' 611 29'- 61' Mountain Hemloc: Hem-Fir No.] 30' 7 32' - 2 11 3X 24' - 1W 25'- 9 Mountain Hemlock Hem-Fir No.2 - 2 ALTERNATE TOP CHORD 36' 3 37' _'9 34' - 0" 35'- 4 So. Pint Select Structural KD .. SPLICE 35' - 4111351- 4 So.Pit*Dense Select Structural KD 37-' - 9 .37' - 9 a' . 2x:2 351 - 0" 371 - 9 " 32' - 10" 35' - 4 so.Pine No. I K D 3 7' 9 b. 34' -4"__358 - 4 So.Pine No. I Dense KD 36' - 7" 30'- 5 1' - 3 28 ' - 0" _i8 - 7 ' .Pine No. 2 KD -1 2 12 12 32' 30' - 9" 31 10" So.Pine No. 2 MG KD #-10" 34' - 8 4' + Z�q12 11/2 12 32' - 4'ir 2 " Sot Pine No. 2 Dense KD 3 :43 71 - 9 4 11 371 - 91- 33' - 2 W 4 SoL Pi no Select Strileturol AD 35 1 - 916 EQUAL AREAS 34' - 61' 3 5-- 4 So.Pine Dense Sol.Struc. AD 36' 9" 37 2.5 x5 31 ' -10" 33' -10 So Pit* No. I A D 14 ......................... 0" 61-11 a. I D�nso AD I - 371- 911 its 33' Pine N 51- 6%1 1 2 x 4 261 - 5" 27 4 %So, Pi No. 2 A D 28' - 8 29' -10 AD 3 V 5 32' - 11 2.5 x:4 1116 30'- 3 ISo.Pine No. 2 MG 2.5 x 5 to 26'-8" - T" 3 3' - 6 1 SaL Pine-No. 2 Dense AD 33' 2.5 x: 6 to 32' -0" Approx. equal spaces 6 F'/4 5x6 2.5 x 7 to 36'- 0" 901 4 2.5 x 8 to. 3 7'- WE B M E M B E R S tof the above listed grades may boused for web members ALTERNATE BOTTOM CHORD I Tj Ir Uing Construction Hemlock, Douglas Fir or No.3 So. Pine. SPLICE MNIBER IN 0 T E Overall span (L) All lumber si,oll be culled to eliminate pieces with excessively large or loose knots, or which have a slope of grain steeper than I in 6. —rHg- 5mjTH_c;itiP CONNECTOR PLATE 15 T C A SEARS NO RESPONSIBILITY FOR THE MAX. TRUSS SPACING 2'-0"a. c. COMMON TRUSSED RAFTER MADE FROM 13 & 20 GAUGE, A GRADE, ERECTION OF TRUSSES IN ACCORDANCE WITH PAIRS OF 1/8" THIS DESIGN. PERSONS USING SUCH TRUSSES LIVE LOAD 20 P S F 140T DIPPED GALV. STEEL. 0 PS F PUNCHED FROM THE PLATE IN ALWAYS REQUIRED TO PREVENT TOPPLING AND CEILING LOAD 10 PS F 85%A- �� Dart 2-2 4-71 Kheckeol by. TEETH ARE WIDE x 7/16' LONG INTEGRAL CRIMPED MUST PROVIDE ADEQUATE BRACING WHICH IS DEAD LOAD 10 ROWS WHICH ARE 5/16" APART ACROSS THE 11 DOMINOING". CARE SHOULD BE EXERCISED 15 UNIT STRESS INCREASE Design9d by T A DAMAGE THMUGH SPACED AT ALL TIMES TO AVOID WIDTH OF THE PLATE. THE PAIRS ARE 1/8"o.c. IN LONGITUDINAL ROWS. THERE CARELESS HANDLING DURING UNLOADING THIS TRUSS HAS BEEN DESIGNED TO MEET `13 TAT 9: 1) )RS of Z./d.\, A4ERICA _'Q UARE INCH OF 'LATE' 5 TORNG A PROVISIONS OF THE "NAVL RUSS K'��__'ONINIEZCTC ARE SIX TEETH PER SQUARE INCH OF PLATE APPLICABLE ND ERECTION. AND THE BASIC DESIGN VALUE IS205POU�VS CUTTING AND' FABRICATION SHALL BE. DESIGN SPECIFICATION FOR STRESS COURT, MIAMI FLORIDA. 33155 I N T R . "It 5 _ttt_UWING PER SQUARE INCH OF NET ARIA. ACCOMPLISHED USING EQUIPMENT WHICHWILL GRADE LUMBER & ITS FASTENINGS". ....... 2675 S W 69th NUMBER D M N S R e 0 T H OW N P R DUCE SN 0 WHERE DIMENSIONS ARE NOT SHOWN PRODUCE SNUG FITTING JOINTS AND PLATES. (NFPA) AND "DESIGN SPECIFICATIONS "T S S MME T RI:LLY OUT JOINT C MBER FOR LIGHT METAL PLATE CONNECTEDWOM 0R@0VN- QR0GD L_Z!- 1570- 4000-40-15i PLACE PLATES SYMMETRICALLY ABOUT JOINT CAMBER - L76—V (L-SPAN IN FEET) AT �j C Y C I RCL ES (�) 07 C E TERLI YRUSSE 5 IT P I -701 OR AS INDICATED BY CIRCLES CENTERLINE OR �S "REQUIRED. r _c 40T, .4 ON C.5 LA One COMPACTEP '-FILL 4 t t 4 ED- L L__j s' u m I 1qu m vLoov'i I Is-r s 2- -5 POVS x! UN0.4710.I WA L -J / _ 0 "L_ A . /Y.0 r Vj�4 OAPPO.,5 U P 6 4-AMMST u D5 -D OvA Ip F1 ATF INTE 9.M E'D I Al Z, G ZA 0 E 11 KG; -A (74:� CAgPOPIT SLA.5 .-- Z: - � Erb co AL'LJ zp� U 0 c� riT, d3K1M'TS' 0A' J At 009' .�61:57*5 A L'L)AX ze t- C w:. A co N C.4 P 6 4 0 CK . .4 .1 1 _ -A GiRJ7r_R 644A4 1:4 g!! uj - d Rol ov Z ,z IL i5v Ir. MA 5 ON RY 'WrNM"'M W#4 L A __1GG*11 24: 4IS" co N c. rTG-3 OA c 'wc, F.7 0 T14 WA Y-5 co Al C. -f-ICY. i�' cowr w zl� S.- CON-, w/4-6-d.6 co,4 T-�. V E(Z 5� C.-T. i 'N . - A �s 5" 0,.' A A 0 CA/.E'. PLAN NO.AZ 1152 DAM .5--S,&7 :7. M- TITLEALOW NO F 160 DR. WN. cs 2�Y5T-E M CHkD.*. CC JOIST H A-BULLET1 K.77— .17 , SHEET ul- CONSTPUCTION SERVICE CONTRACTORS CORPORATION 4. w JACrSONVILLE.' FLOR104 ' DUBLIW�GEORGIA' . SOUTH3109 BLUMIXT URVICK 20,- 0" 0 0 0 C A R P 0 R T 0 50'-0 — 6,-10,, J- 5- 6 5 1.6 1 low 4" 8 1-2 11 12- '- 8" .4 6- 10 It 5' Clear 0-5' Clear e,- IO,, 2-d' 5 1-2 It 3 1-do 12 1-8 01 t B 3030 7!m.6 H r777 !WASH� 20 w Rod S Curtaln Rod Carfain N U) UTILITY 81 -I D I N I N G 0 K I T C H E N STORAGE co R 0 0 M 0 00 RO 3!_0 0 E B.I.Rong U) BATH I BATH 2 W/H o a d ILI MECH. 2 COATS lqt L X U) ZoroS 2068 N I C I Lp 286,8, 0 ca 20 (b cli (D cu 0 166,9 Z668 LINEN 0 to BED ROOM I BED ROOM 2 0 L I V I N G 0 _v 0 1 R 0 0 M B E D ROOM 3 0 LF 0 t C4 Cq Z�6,68 0 0 0 t 40 30 40 30 71 40 30 P A�I FBI 4030 6-3 6!7 3 512 5ow-2" 2'-4 5 2 5�-2 7-3 7-3 L2 6 10 4 2 4. 10'-4" 1.4-6 ? .50, 0 L 0 0 R P L A I/o, oll (J I L T_:� (L S 0 cv rr====7 ]iL--Ji — I'.ioil 0 lL--4L==JJ 4 r___l r L:J 2- 40 S I N K W A L L R EFRIGIRATOR WALL TYPICAL SECTION PLAN NO;" A b- I 15 Z DATE: 55-.5-7Z Vs I - TITU: FLOOR P LA N DR�V N: C,.M. 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