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HomeMy WebLinkAbout38720 EVELYN DR Electrical Notes 2002 Electrical Code Butterfield Evelyn Dr. 210.8(A): All 125 -volt, single - phase, 15- and 20- ampere receptacles installed in the locations specified in (1) through (8) shall have ground -fault circuit - interrupter protection for personnel. (1) Bathrooms (3) Outdoors (6) Kitchens — where the receptacles are installed to serve the countertop surfaces 210.11(C)(3): In addition to the number of branch circuits required by other parts of this section, at least one 20- ampere branch circuit shall be provided to supply the bathroom receptacle outlet(s). Such circuits shall have no other outlets. Exception. Where the 20- ampere circuit supplies a single bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied in accordance with 210.23(A). 210.12(B): All branch circuits that supply 125 -volt, single phase, 15- and 20- ampere outlets (RECEPTACLES, LIGHTS, SMOKE DETECTORS) installed in dwelling unit bedrooms shall be protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit. 210.52(A)(1): Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space is more than 1.8 m (6 ft) from a receptacle outlet. 210.52(B)(1): In the kitchen, pantry, breakfast room, dining room, or similar area of a dwelling unit, the two or more 20- ampere small - appliance branch circuits required by 210.11(C)(1) shall serve all receptacle outlets covered by 210.52(A) and (C) and receptacle outlets for refrigeration equipment. 250.50: If available on the premises at each building or structure served, each item in 250.52(A)(1) through (A)(6) shall be bonded together to form the grounding electrode system 406.8(A): A receptacle installed outdoors in a location protected from the weather or in other damp locations shall have an enclosure for the receptacle that is weatherproof when the receptacle is covered (attachment plug cap not inserted and receptacle covers closed). 406.8(B)(1): 15- and 20- ampere, 125- and 250 -volt receptacles installed outdoors in a wet location shall have an enclosure that is weatherproof whether or not the attachment plug cap is inserted. 07/10/02 2:10 PM 905.1.2 - 905.2.5 has a direct exit to the outside of the building and 905.1.5.4 Audible Alarms. Audible alarm indicating. the building is three stories or less in height. appliances shall provide a distinctive sound which shall 2. Groups A, 3. E, F. H. M. and R :. R2. R3 and R4 not be used for any purpose other than that of a Lire Small Facilities. The manual tire alarm boxes alarm. Such devices shall provide a sound pressure required in 905.1 may be omitted in buildings level of 15 dBA above the average ambient sound level meeting all of the following requirements: in every occupied space within the building. The mini- :. The building is equipped with an automat- mum sound pressure Levels shall be: 70 dBA in buiid- ic tire detection or automatic sprinkler sys- ings of Group R occupancy, 90 dBA in mechanical tem covering all areas_ equipment rooms; and 60 dBA in all other occupancy 2. Actuation of the automatic tire detection or classifications. The maximum sound pressure level for automatic sprinkler system will activate the audible alarm indicating appliances shall not exceed fire alarm system. 130 dBA at the minimum hearing distance from the 3. Provisions are made to manually activate audible appliance. the fire alarm system at a minimum of one centrally located stat ion. 0905.1.5.5 Accessibility. Alarm systems required to _ 905.1.2 Manual fire alarm boxes shall be located not more be accessible by 11-4.1 shAll comply with 11-4.28. than 5 ft (1524 mm) from the entrance to each exit. 905.2 Automatic fire defection 905.1.3 Each floor shall be zoned separately. No one zone 905.2.1 Approved single- station or multiple- station smoke may exceed 15,000 sq ft (1394 m A zone indicator detectors shall be installed in accordance with NFPA 72, panel shall be located at grade level at the normal point of Chapter 2, within every dwelling and every dwelling unit fire department access or at a constantly attended building within an apartment house, condominium or townhouse; security control center. and every guest or sleeping room in a motel, hotel or dor- mitory and sleeping rooms in residential care /assisted liv- Exception: Automatic sprinkler system zones shall not ing occupancies. Where more than one detector is exceed the area permitted by NFPA 13. required to be installed within an individual dwelling unit, 905.1.4 Upon completion of the tire alarm system, all the detectors shall be wired in such a manner that the actu- ation of one alarm will actuate ail of the alarms in the indi- alarm initiating devices and circuits, alarm indicating vidual unit. appliances and circuits, supervisory signal initiating devices and circuits, signaling line circuits and primary 905.2.2 In dwellings and dwelling units, a smoke detector and secondary power supplies shall be subjected to a 100 shall be mounted on the ceiling or wall at a point central - percent acceptance test in accordance with NFPA 72. ly located in the corridor or area giving access to each group of rooms used for sleeping purposes. Where the 905.1.5 Alarm indicating appliances 905.1.5.1 Required. Alarm indicating appliances list- dwelling or dwelling unit contains more than one story, ed for the purpose shall be provided. detectors are required on each story including basements, but not including uninhabitable attics, and shall be located in close proximity to the stairway leading to the floor 0905.1.5.2 Accessibility. Every required tire alarm above. system shall include visible alarm indicating appli- ances in public and common areas. For more specific 905.2.3 In dwelling units with split levels and without an accessibility requirements related to alarm indicating intervening door between the adjacent levels, a smoke appliances, refer to 905.1.5.5 and 11-4.28. detector installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less 905.1.5.3 Activation. The alarm indicating appliances than one full story below the upper level. shall be automatically activated by all of the following where provided: 905.2.4 Smoke detectors connected to a fire alarm system 1. Smoke detectors, other than single- station or shall be installed in accordance with NFPA 72. multiple - station smoke detectors, as required by 905.2. Activation of the alarm system by smoke 905.2.5 In dwelling, dwelling units and sleeping rooms in detectors shall be by either two cross -zoned residential care/assisted living occupancies, smoke detec- smoke detectors within a single protected area or tors shall be hardwired into an ac electrical power source a single smoke detector monitored by an alarm and shall be equipped with a monitored battery backup in verification zone or an approved equivalent all new construction. A monitored battery power source method. shall be permitted in existing construction. 2. Sprinkler water -flow devices; 3. Manual fire alarm boxes: and 4. Other approved types of automatic lire detection device suppression systems. FLORIDA BUILDING CODE- BUILDING 3.5 y , 5w9 roofryf a y Ccx t}s t8'� tiE d4 Op.:�a�� L7� JL.Y 'W F1 !06 AA .V x00 !,ft a - D ell h !� Pat 3AU M OW! (V, ) MU1 Y V to & ['l'lyakff i IN I W/ i Oc M & 55 107 10.99 L :60 fv!�I qtr �a� 2256 y , 5w9 roofryf L fW -- 5552 Ccx t}s t8'� tiE d4 Op.:�a�� L7� JL.Y 'W F1 !06 AA .V x00 !,ft a - D ell h !� Pat 3AU M OW! (V, ) MU1 Y V to & ['l'lyakff i IN I W/ i Oc M & 55 107 10.99 L :60 fv!�I qtr �a� 2256 Office C opy r M r r r 9 m r' i== = = =_=_ _ = == ________ _____ __ _ _ --il � i I II I li i I li Ir II II I I it r) I J 1 Pssrsed E'ev-- kn i t 0' A l l I I I I i t II I II I I I I I I II I i I II t-------- - - - - -- _ riI f L----------- -- - - -- I I I � 'Trz tu'�T'v�) � - i l i t I I I r O rte rwick c,At A L � cnoN I 13 '�'�� y i t I I I I K AP F i Ii o a' I� II _ I it fi II 9 II I I N li I I I II I I i II Ir I I iI I ri ii II I� I I II I I I II I I r l I I Whag" Ifriff-V 9,10rfT 5 — I ( it lit I I� If i II - - - -- --- - - - - -- ------- - - - -�I - - - - -- ----- - - - - -- i r I I 11 ( II II i I I I I I I I I I ,L-- - --- -- — - - -� n rl I i i 1 I 5 P T �. ► 51 -Q,. '�� Cr&rla I l i 1 1 I I. rUA)le A be, fceq 200D P5F I i I I i 2. Cuicrete fa faitikV, Ex"d Eveaf,5, feed c-05, & cast- gin-place c4.air I I I I 4fall ham min, cur�fcw4 *e;r * of X000 psi 4 28 ciao. I L = 3. Ccmrste for dab cA qr�e AJ have of L — 3000 i'5i g 28 40,r, _ M 4- Pdk1fcxck11 skoel =Hall curtp!y Al A51M Ab1 Nacle 60 ( f4 -60,000 pal) 9 . l r r bolt, < II carp?y 'h 01 A51M A M 5teei , 6, foAitj -M lae placed im «di, xd <A x deer, ,red cp &d b, cglll AAer0l, fi(44 uxr-ViXted to 9 >% max, rdO4 cie,'nsrty, 1, beskii uhdl oxrvl w 41 the ;tAard fcr It,rrk,-m r i0iA r , , ,5k .ntJ - cu;O+„ Xt k l ( s:td 10.99) 8. Welcied wire fitftc oIMI curdy ,0 A51M a-I65 (f4 60,000 psi) 9. ftxa q un�6 A axoy A -U, A5tM c-90, 10. NVtcr <,;,J be p*watwd & m w- J o zxxcrc�we . A5fM c-270, ta. e n, I i , the , Lfac.t {red it G er skoa.re of a pr>>fess" agree< ,gill be a�Aile at �v tee of cwWtkn frun , 12. (. �x 4 be 4 2 dcn} e vp I' b 1100 psl. fj� pori INC kid 20 psf ` ird bx�(M on 1 ro ( in foc 2002 - r ct,i6Cb) 16 1 N mAI fi ' l General Notes ' M'o CG>` A NZO, if tiE d4 Op.:�a�� L7� JL.Y 'W F1 !06 AA .V x00 !,ft a - D ell h !� Pat 3AU M OW! (V, ) MU1 Y V to & ['l'lyakff i IN I W/ i Oc M & 55 107 10.99 No. Revision /Issue Date Wood Construction ­ � �' - ,�l S yk , - - , , I jal Any I it V 0, fA Mw ..... . . . . . so! C , Ir a AV IS V V 4� c, OVA 'fi gg pAll QL. 4"; son ' 540 Tak OKI its- ivy i ............. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Poo Al Y Prix Q v sa es all SUN 2 to t WAY —XV. r . . . . . . . . . . . . ; A ; "d yv, A Moto, KNIT, V+ , r . P t a� � w•r ' k 2t h� Fiberglass Shingles ----� 15# Felt 7/16" 0S6 or 9/16 4--Ply COX Plywood Sheathing w/ Clips Secure Each Truss . r < w/ Hurricane Anchor Simpson META 16 or Eq. J v � b 4 _ Precast Reinforced Concrete Lintel �3 Typical Window Unit ' See Floor flan For Sites 12 6 Pre - Engineered Wood Trusses R -19 Insulation Blown or Batts w/ Baffles Marble Stool Wood trim or finished gypsum around window unit #5 Rebar con't. to lintel above. Min. of 30" fop with footing- rebar Fill all cells see foundation plon for locations I 4 { t L °6 T}i R ()a t O I C I o o 4 �. —� 1.4x1.4 Wire Mesh or Fibermesh in Mix -I� _�_ -- - 6 Mil Poly Vopor Borrier Compacted Fill, cleared of all organic matter 12" Soil to be treated for termite protection Min. 2500 psi Concrete (2) #5 Rebars con't. Seated on chairs Secure w/ #2 ties 0 4' o.c. TYPICAL DETAIL OF C.M.U. WALL SECTION Pad. Detail © Lanai Concrete Floor 2500 psi Min. 1.4x1.4 (6x6) Wire Mesh Wit• •.� � , � _ d 1 - — 1 1 t —r r t�•� •/'•• 6 Mil Poly Vopor Barrier (1) #5 Rebar Con't. " I• 1 ' - 4" I. 8 LINTEL RATINGS LINTEL L; NGTF CLEAR SPAN t 2' -10' 1` -6' 1700 :3' -6' 1704 4' -0' 4f -6 c F 5' -4' 4' -0' 900 z r 4' -6' 900 T j�l s 1200 7' -6' 6' -2' i $ - 4' - 7 ' - 610 9'- 4' of-of 410 10' -6' 12 6 Pre - Engineered Wood Trusses R -19 Insulation Blown or Batts w/ Baffles Marble Stool Wood trim or finished gypsum around window unit #5 Rebar con't. to lintel above. Min. of 30" fop with footing- rebar Fill all cells see foundation plon for locations I 4 { t L °6 T}i R ()a t O I C I o o 4 �. —� 1.4x1.4 Wire Mesh or Fibermesh in Mix -I� _�_ -- - 6 Mil Poly Vopor Borrier Compacted Fill, cleared of all organic matter 12" Soil to be treated for termite protection Min. 2500 psi Concrete (2) #5 Rebars con't. Seated on chairs Secure w/ #2 ties 0 4' o.c. TYPICAL DETAIL OF C.M.U. WALL SECTION Pad. Detail © Lanai Concrete Floor 2500 psi Min. 1.4x1.4 (6x6) Wire Mesh Wit• •.� � , � _ d 1 - — 1 1 t —r r t�•� •/'•• 6 Mil Poly Vopor Barrier (1) #5 Rebar Con't. " I• 1 ' - 4" I. 8 LINTEL RATINGS LINTEL L; NGTF CLEAR SPAN LINTEL ptF 2' -10' 1` -6' 1700 :3' -6' 1704 4' -0' 4f -6 c F 5' -4' 4' -0' 900 5' -10' 4' -6' 900 1200 7' -6' 6' -2' B00 $ - 4' - 7 ' - 610 9'- 4' of-of 410 10' -6' 9' -2' 350 IV -4' 10' -0' 450 12' - 0' 10' -$' 400 12' -6' 11` -2' 350 13' - 4' 12' -0' 350 14' -0' 12' -8' 350 14' -8' 13' -4' 350 17' -4' 16' - 470 19' -4' 16' -0' 500 R ,• 3' -0 Min. 2500 psi Concrete (4) #5 Rebar Each 'Noy R 0 M a top Concrete Floor w/ Broorn Finish 1.4x1.4 (6x6) Wire Mesh --tT —; -- — - -- (� TTi - =TTT= it =l I II �I I= { _ 1= 1 (1) #5 Rebor Cont. —J 1, 8" 14' INTERIOR THICKENED SLAB 6 Mil Poly Vapor Barrier LANAI THICKENED SLAB SH RSV Poured In Place Concrete U -block w/ (1) #5 Rebar Continuous - 3/4" Furring Strips CAD 16" o.c. w/ R -5 Insul+ tion Vapor Shield Between Strips Wall Finished ml 1/2" Gypsum Board > U U O�� 1•._11 Window Connect Ca? masonry w(Ill _ 'ip mry nails Pre - engineered Truss Fiberglass Shingles 15) Felt 7/16" 0SO or 9/16" 4 -Ply COX Plywood Sheathing w/ Clips Simpson H2.5 or Eq. 0irricane Tie -Simpson SP -2 or Eq. Stud Mote Tie Dbl. 20 Top Plates 1 /2 "OSB or Plywood Attached to Stud Contractor to set 8" 1 NI 2" washer Simpson SP -1 or Eq. Stud Plate Tle 20 PT Bose Plate Precast Reinforced Concrete Lintel N/ (1) #5 Reber Continuous KNEE WALL DETAIL Masonr Wall Detail w 25" lap & tied rebor con't. reinf. © 32" c —c filled cell Co,n t I nu It (1) #5 vertical reinf. in grout filled cell (max. Spacing © 8'--0" o.c.) vide cleonout when fill grout > 5 ft. �> £ O dwl. vert. in corner horiz. reinf. Detail L corner L Uj \J r� U L • W c� C] y � �J `� r� c F (f) L n 'o I (�. V 0 L Uj \J r� U L • W c� C] y � �J `� r� GABLE END BRACING J "L" Brace attach with 10d nails 0 4" o.c. J C4 4 "o.c. ?4" on Center 20 Blocking VVVI Truss Web SECTION rA SINGLE 'L' BRACING - 0—A 0. I*. — A r_ Bottom t Bracing r Overlap #5 Reb(Jl J J11 /2" Reveal Garage Door SYP TYPICAL OVERHEAD DOOR MOUNT DETAIL 20 Blocking 0 48" o.c. " Brace attach wit A nails 0 4" o.c. .,-1411�1... ,,'uss Web SEC TI ON r13 DOUBLE 'L' BRACING - OVERLAP TRUSS BRACING At Least One Truss Space 6" Overlap linimum 2x4 Cross Bracing (2) 16d Per Joint Chord Bracing 1 x4 Min. SECTION C CROSS BRACING - Per Joint l r� 1, l I• r,r - linimum 1x4 Truss Bracing TRUSS BRACING OVERLAP Top Chord Blocking for First Four Rows of Trusses at Edges of Sheathing 2x4 Outriggers -J 0 24" o.c. Stepped Down Gable End Truss (6) 12d Nails into - Cross Brace & 2x8 Scabs Sheathing, Attached with 10d Nails -J at 6" o.c. 0 edges 6" o.c. field "L" Brace to Extend at Least 90% of Web Length (see Table) Simpson HETA20 or at 4'- 0 "o.c. t) (2) Rows of 10d Nails at 4" o.c. Along Bottom of Gable Simpson H -10 or Equal DETAIL at each Outrigger CROSS GRACING Back Nail with (2) 16d Nails See Structural Notes & Nailing Schedule for Sheathing Detail ` Cross Brace Located 48" o.c. at Each Blocking Point. Dbl. 2x6 Plate 1 12 ' 0 Ab's 0 48 "o. c. #5 Rebar (con't.) 2x4 Purlins Spaced 0 8' -0" o.c. Attach to Top of Block with 12d Nails 0 6" on Center 2x4 Purlin Run Represents Continuous Permanent Bracing of The Bottom Chord. GABLE ROOF DETAIL (VAULTED CEILING DESIGN CRI TERIA BUILDING DESIGNED AS PER FLORIDA BUILDING CODE, 2002. ROOF DEAD LOAD 50 PSF. DESIGN WIND SPEED 110 MPH. ROOF LIVE LOADS 20 PSF. REINFORCED CONCRETE 2500 PSI AFTER 28 DAYS MIN. REINFORCING BARS 60,000 PSI GRADE. ALL SIMPSON STRONG-TIE OR HUGHES ANCHORS & SRAPS. ALL EMBEDDED ANCHORS AND STRAPS ARE HOT DIPPED GALVANIZED MATERIAL. WALL SPECIFICATIONS INTERIOR BEARING WALL 2x4 SPF Studs D 16" o.c. (2) Top Plates (20) W/ Simpson SP2 or Hughes HC520 at Each Stud. (1) to Each Face. (1) Bottom Plate (2x4 pt) w/ Simpson SP1 or Hughes HC520 at Each Stud. Attach Bottom Plate to Slab w/ 1/2"x 6" Anchor Bolts EXTERIOR BEARING WALT_ 8" CMU Wall Cells - (1) #5 Rebar Upright Filled w/ 2500 psi Grout As Shown on Foundation Plan. Bond Beam (1) #5 Rebar Placed in Knock -out Block Filled w/ 2500 psi Grout. J w/ Grout \---Gypsum Wall Board (6) 12d Nails into Cross Brace & Blocking 2x4 Panel Blocking 0 48" o.c. For the First (4) Rows of Trusses Frorn Each End typ. Bottorn Chord Attached �vith (2) 16d Toenails. �J� (1) �v C) n O O w r- >- u n� w w - Y w w s Z U C) U W (n W F- U O V L 0 0- U W V D Q ' C � V D W N i -n u!� U V7 z O U 1 C) O O 0 o L a s✓ o 61 2x4 Aln(�kinn 2x4 Purlins Attached to Each Bottom Chord of Truss For Permanent Bracing R OOF DIAPHRAGM NAILING SCHEDULE 110 rnph, LONE + + + + + + + + + + + + t + + + + + + + + + + + + + + + + I. + + + ' gable end — + gable end 6'-0 6'-0" t + + + + + gable end 0 `.` ♦ r + ++ 8d Ring Shank or 10d Common Nails 0 6" o.c. © 4" o.c. 0 Goble Endwall or Gable Truss 8d Common Nails 0 6" o.c. at Edges 8d Common Nails 0 12" o.c. Intermediates N ote: End Joints For Sheathing Shall be Staggered and Occur Framing Member �J� (1) �v C) n O O w r- >- u n� w w - Y w w s Z U C) U W (n W F- U O V L 0 0- U W V D Q ' C � V D W N i -n u!� U V7 z O U 1 C) O O 0 o L a s✓ o 61 2x4 Aln(�kinn 2x4 Purlins Attached to Each Bottom Chord of Truss For Permanent Bracing + + t + + + + + t + + } + ridge line + + + + + + + N + + I to + + + + + + + + + + + + + + + + + + + + + + + �J� (1) �v C) n O O w r- >- u n� w w - Y w w s Z U C) U W (n W F- U O V L 0 0- U W V D Q ' C � V D W N i -n u!� U V7 z O U 1 C) O O 0 o L a s✓ o 61 2x4 Aln(�kinn 2x4 Purlins Attached to Each Bottom Chord of Truss For Permanent Bracing I _ - - • I. . . . `. . J.P ' t Y.' 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Q N ail z� - N1 size_:$ •t _ ` M - -- -T - - -- - -- - - - - ---- - - - - -- - -- :.4 = i , .�.. a.,.k 4'. .r.F :.'v.:. +'' . 4. I` c I Specing : 2 gull De of. top C or as N oted . - - - - -- - - - -- -- - -- - -- ------ - - - - -- - �� 1 e3 I C hes ,. . { Ed'g . to f } - - - ---- _- .__- .__- _- _- .._ - - -. _-- __- ..____ -. -_ '�� i !� ` 4 � , ; I lei inches --- - - - - -- - - : p 6. ,1 r � i ,: Cab( Ends in e 1 ,� ,. ---- _ - - - - -- - 5 „ t G T -- I rs .f 1 4r ' "r ` gilt Pr vi 180 PSF ` Shea Capa o ded J r . - - - - -- -- - - -- -- - - -- - - - ____________ %,, c �. �< ------ - - - - -- - -- - -- -- - - . -- 1 . ,- i � 5 � 4, � t' -� v.�� - -- -- -- - -- - - - - - -- ----- - - - - -- - - -- r_ _ �, : _ . D i et: ` air de hfian ol fin D mco Draftin �C Dest n . y _- �., �{ . -- { r l'_ :. En ` i eer Pedra Constanxo _ - - -- - -- - - - -- - -- - 1. 91t - -- - -- - - - -- - - - - - - - -- - - - - -- - " ,r,,F'a' r; ; ' - -- - - - 11 ,r ,K t�.: st � �; +y P i, - i t, . I C. '� r r . _ - - - - -- - -- -- d,I t - - - - __ - -_ _ - __--- -_ -__- - - -- -- 4 . I , , , � r fi . . • . t -, . : . x -.,. ':.,.. , . ..• . ,: .. :�. NCB TE LAB I 11 F a S T` � � � @ .A i� 7ROL JOIN E 1 : - . - x ,, g:` r ' BE - ft. INTERVA I P AT 1 E T SPACED T n JOINTS 5 2. ..t F DiFFERENTTA�. MOVEMENT IN Ft+DORS MUST BE ACCOMODATED 6Y CONS RISC QN JO E 0 L i . R USED ENEVE PTA THE 1i0RTR INTERVALS SHOULD E WH NTER� IAT CRACKS ARE AC CEPT ABLE. t± ET S III BOTH DI,RECTiONS U NLESS l MEO � A . 8 k i Z? THERE 1S A REASON TO EXPECT SHRINI(AGE TO BE RICH OR THERMAL RANGE TO BE GREAT. 'TEMPERATURE STEEL MAY BE �� I t1S €D TO RESTRICT CRACK WIDTH. •: ��' ;� F ' _.; , �, a_. TING PANEL S HOULD I TH R 0 AV l± ES SH A RACKIN S t0 E O D ��." -;- '- .'� NS AR OCAT: FARTia R APART THAN 20 it. INTERMEDf TE C G t B l` COl.UM, E L ED E e" 1 - - ' - A AND - NAPE PANELS SNOtJLD BE AV OI D ED. „, • ,' BE APPROXIMATELY SQUARE; ELONG TED L S 0 N , !+- - 4 - Yd �, 4 ., ` a -- . _ . � , �` A { ., _�- SIDEWALKS W NS TRUCTIO JOINTS SHOULD BE SPACED AT INTERVALS ABOUT EQUAL TO THE SLAB WIDTI , !K DRIVEWAYS AND S DE At,KS C N "r _ �' . 130 DRIVES AND WALKS WIDER THAN ABOUT 10 TO 12 ft. SHOULD HAVE A LONGITUDINAL JOINT DOWN T11E CENTER. SPACING r IN . N PATIO SHOULD NOT EXCEED 10 ft. IN EITHER DIRECTION IF POSSIBLE T }1E PANEL FORMED THE E TR Tl N JOINTS i �_ _ . OF E ONS UG © G # "I , . l N PATi 5 SHOUL BE APPROXIMATELY SQUARE. ., . ,_ 8Y CONTRACTION JOINTS IN WALKS, UR VES A 0 0 S L . � � . - :� -.. - _ -_ - -- _ - -- - -_- - - _____ _ - -. _ ,, I „ . i ,{ �? - 1. 1? 'f y !. TT k j - _ � If h - cl� A , ' S V`''Yt , r - y y H ^ tt ,3.. i, ? - . JF ( , � �& ; , f � , `. W* t � Y!. - I . r �' r . . - o � .3"' / y t ' ,, ,� J R _/`- .'tit; .`: . .. f.::� _ - T • fr , - 5 ' Ta ,., 1�3 �' � �- : . V �^ . y .. ,.. ? r - }'. - , ,1; k a j �+ � , . � , _ '. a 3.� { � ,� � t I . T - , .. . _ . t. , 4 - ..>�,- j t , a . , I rr j � f . ��• ). :.. , '. ROOFING REQUIREMENTS I I 0 �f IEK fZ00F1NG RF C�UIK�MkN I S I: h )" VALLEYS Dri Ed e Shalt Be Provided at Eaves and Gables of Sh int to Roofs, and P g �, .., .. O�reria ed a. Min imum of 2 inohes. Eave Drip Edges ShaII Extend 1 4 latc Valley Linings shalt be installed in Accordance with Manufacturers pp p g 9 .. r Y �� f r App l ying A halt Shi ngles. Beto�r Shea thing and- Extend Back on the Roof o Minimum of 2 'inches. Drip ! Inst Instructions be o e sp q u �F _', �( E ht ni i F n M inium f 12 on , nter. Ed e Sha t be Mec co t Fastened ed a ax o a Valle Linings of the Followin Types shalt be Permitted. q Y Y 9 9 ' r 1. For 0 en Valle ( lining exposed) Lined with Metal. . � x,'' P Ys Y P ) fx . The Value Lin small be at least 16 Inches Wide and of , �A(,� AMEN I" Y 9 any of the Corrosion Resistant Metals Listed Below: �- Y As haft Shm Les Shall be Secur to The Roof With Not Less Than Four . r � P Fasteners Per Stri Shin+ to or Two Fasteners Per individual Shin te. For - , P . J g nl 2. For Open Volleys Li ning of Two Piles of Mineral 5 4 p Ys Y 9 Roofs Located Where The Basic 41nd S 'Speed Per Fi Figure 1646 is 110 rn h . P 9 P t l P` rmitt Th Bot m Surface Roll Roofin shat be e ed e ur ace o B or Greg � Special Methods � of Fcstenirt` are Required. . tlniess Other 9 t.er, p d � -9 � �� 3 • a - . Layer shall be- 18 Inches and the To Layer a Minimum of 36 inches Wide. Attachment of Asp halt Shint les Shall Confor►n � ith ASTM D 3161 Modified .. . ... La Y P Ye P t o-110 o r PA 10 -5. � g r . t p } 79 �s 3 For Closed Valle volle covered with shing V L r nin shoal be I , . > � - -, . Ys ( Y 9) Y 9 4 4 r �3 Y A ? C . , . ; One of the Followin 11 ... � -0 r 4 _p r t. " 4_ -0 i 4 - w 11 - r q , <$ 1. Both Types 1 and 2 Above. Combined ' YP 4 y ` i2 d , `''. . One PI of Smooth Rail Raoiin at feast 36 (aches Wlde antd • Y 9 _ A ..z� 1 I I <, , 11 ._ 3 2 3 3 2 3 __ 05 .. - and Com ! h with ASTV 0 224 .��.. ____�.._ _- I„__..___ -L._' PYi y I I i t ­ 4 ; I I t ` ".. Specialty nderta eat at least 3G Inches ode and Com i n I I I I 5 ; ° : �' 3 Spec y U Ym p y+ y o with ASTM 0 1970 1 I I I I �t i ` i i I - I I 1 ,, t I 'k' �ri 1 a t a M e i i m Th i fin s• N. � M n mu ces - Ga a � Wei ght L8d g E l . Aluminum 0.024 1 - - 1 i i 1 i -- 4 ; - 2 2 2 2 �`'� ,: I I I I f - . i I I 1 I ,. i :. z' . I I I i i 1 I . See Table 1507.3.9.2 to Florida Building Cade if Other Ma is Desired must Comply vrtth Table ZONE. a I I I i i :. 1 O I 1 I 1 I t I 1 I I 1 5 () 5 . e , _� .< -..� .. _. 3 .,. . , I .. - , 1. , ,,; �.: � 1 ^ I I 1 I I I i I I 1 w �` UNDERLAYMEN T .20.0. 1 I 1 i i 1 - 3 4_ -�_�_ 13 3 -� _- z __ -� I I ----� .: Underla neat sha be a Minimum of t><ro !.a gins A lied as Follo�rg: Yr Y PP 1040 "ll a.6 _ . _ 4 -o 4 - 4 -0 fi ' 1 4U ,- 1. Startle of the Eave, A 19 Inch Stri of Underta rnent shalt be A lied Parallel with the Eave p } Pp 1 w •' �' , . ;, - . ,. r„ na 5 - - and Fastened Sufficient( to Stay in dace. Sufficiently -2 T op View Side dew ., : - ' °= ' the ve 36-Inch-Wide Strip of U eria eat Felt shall be Ap Overlap 2. Starting at e Ea R nd ym AP AP g . .5 0 . ' 0 r. t - I . . Successive" Sheets 19 inch and. Fastened Sufficient( to Sto in Place. Y Y 1 ': - .1 00 2 . .:.'N - - I , ,, A 11 10.0 12.5 142,1. R OOF OVERHANG COMPONENT AND CLADDING DES1 . 1 ` . '' FA S l E N EFL S 3 0 ON NT nd CL 001 G ',MND LOADS FOR U D!N V� M C MP E a A N �t G WINO PRE5 ' RES FOR A BU Wi ME N Roo U A , ;' r a Nails shalt be Corrosion Resistant Nails Conforrnmg to ASTM F 1667, 1 100.0 R` HEIGHT 3 FT CAT IN EXPOSURE B PSE A MEAN RO OF O , LO ED EX SU _ ( HEIGHT QE , O FEET LO IN EXPOSURE B NSF t, > 4 10,0; 21,8 -23.6 1 1 4 20.0 W fr i oA IAM 1 .1 r i n g tart cr ws Coo t S E B 8 6, If b Cor os o gists S e m SN r Screws e n o sh � od a . i f n Clips. e C orrosion R ;� Lance s all meet 1.60 w. Ci Cl i p s shall be Corrosion` Rests a t C The C es s h P . FT. Acc r i t ASTM A 15 3 or an Eq ual Corrosion" Ros'stance b Coatin ER SQ o d gy . o q y 9 Electro GaivaniLation, Stainless Steal, Nonfe(rous Metals and Alloys or other Suitable Corrosion Resistant Material. r Sta inle ss t Fosterers for "Asphalt Shingles shall be Galvan S.ta ess S r . 1 I 'n Nil Minimum 12 au 05 inch) Al� niinum or . C opp er er o f1 a s M u G e c u A Roof ,. t 4 ) l? P 9 Re ad f th Penetrate M I In Diameter Ffe a a L n top e Shank withF a n mum $ c m a e J ,� 9 �' i • In f n Inrm fn f 4 Inch t o the Roo Th the l2oafln Materials a d M u o 3 t q 9 , , `'e ('e the Roof Sheathin is Less than 3 4' Inch Thick the Nails Sheathing. YVh 9 / . shall Penetrate Throe . h the Sheathing. 9 STA - T Please be Advised that the Shingles used on this Project have to hove Passed M--OC PA 107-95 or ASTM D 3161. (mod(fied t , 110 M PH). i n Addition, These, Shingles are to be Manufactured to Meet and have been Tested and Found to be Compliance with ASTM D 3462. Manufacture to Send Note of Compliance. Some Shingles may Require more than 4 Nails See Manufactures Recomendation. . :WJN.O (M N -3 SE ONAS Gt)SF} ' . , IONS r .. ARIMA 1:12 110 ;�,'. , . , 11 ��- 2 1.,0: C 0 .6 I: £'1 j z _40. :$ . 2. 0 - --� -� �., :� I 2 1 D .tit 4: ' ' a O.. x. -.4. ' ' r' - '. - ' 3 10 0 ,: - z; � = - 00 �6 d 0: , ., -T- oa0. 4 - a , z, , t 2 n z .. e` I 1. s ,f ,I - . � 11 r , } ,,F . I � i , I , . - . i - " � I I - � 'y`I #f .. f ,§ _ I eQ <, e a, _ . • y ;.j t' , _, y . . , .. - w ,: yi { rS ; � a ..! - . . I � � I . .1 ' ., .. . . r . . .� I I I � rt' � F - • `: " r .' f , A \7v i -' r. ` r �,{ f r . f y A •f . r . ' . s•:x y . { - - - • i . '._ , 4 y 'KR ` Y 4 .,. r _ - . I � � I I . � I -. 7 T +' - .���. x I � - I I � . . DEMCO ORAFTiNO fit. DESIGN - z.;. fO 1 R T . . ,' : LAKELAO, FE.. _33811 a f . �' CAD FILE, >?tt71` S, fE.F� = L46 , N ` i .„ t- OhS1CN C lT IA E, -� . , - l f� . n T _ % I r`. • i. _ -. k slave. .a -.a�1.0 � a . . . SCnl*F 1 a 41 is aA� 11 � . � Qe ! ER7 V NO. , , - s.. 3k . _ _ . - _ r �. � •�)[ .1 I L �j�.sI ( .. `: ,. N4, OATS' ' -' REVtStOr t3Y CK A ?P' G�1 OAi� A x •+' ° _ ., -f r - .. .. �s' V . - .. r - s 2. . _ ... t _ : .. . e. -11 - .. ,. . ZONE. E €F �C]1V WiND AREA F12 :: _ 1C 1ND SPEED PH_ -j SE GUST . 110 �.: � 1 1 0.0 " . 5 -10.9 12 .20.0. 11. -1' . 4 4 1 5.0Xr , 1040 "ll a.6 1 1 4U ,- 14:0 -1 1 1 �' 00_ 1' 1. 4 25 �_ Q -2 20.Q - 4 1. -3. 1 $ 2 2 . .5 0 . ' 0 T 4 . .0 - �{ �S/ �2 1.00.0 1 ': - .1 00 2 :3 11 10.0 12.5 142,1. 3 20.0 1t.4 , X 0 . 2 3 50.0 1 . - . 0 0 33 3 1 100.0 16.9 -29.1 4 10,0; 21,8 -23.6 4 20.0 20.8 -=22. .4 60. 0 1 9.5 --2ij 4 1 ao.0 .5 - 0, �8 2 4 5 - 10x0; 21:8 - '-20.1 5 24.0 20.8 - 21. 2 5 50.0 i9. - 5 100.0 I 1 -$. -z. :WJN.O (M N -3 SE ONAS Gt)SF} ' . , IONS r .. ARIMA 1:12 110 ;�,'. , . , 11 ��- 2 1.,0: C 0 .6 I: £'1 j z _40. :$ . 2. 0 - --� -� �., :� I 2 1 D .tit 4: ' ' a O.. x. -.4. ' ' r' - '. - ' 3 10 0 ,: - z; � = - 00 �6 d 0: , ., -T- oa0. 4 - a , z, , t 2 n z .. e` I 1. s ,f ,I - . � 11 r , } ,,F . I � i , I , . - . i - " � I I - � 'y`I #f .. f ,§ _ I eQ <, e a, _ . • y ;.j t' , _, y . . , .. - w ,: yi { rS ; � a ..! - . . I � � I . .1 ' ., .. . . r . . .� I I I � rt' � F - • `: " r .' f , A \7v i -' r. ` r �,{ f r . f y A •f . r . ' . s•:x y . { - - - • i . '._ , 4 y 'KR ` Y 4 .,. r _ - . I � � I I . � I -. 7 T +' - .���. x I � - I I � . . DEMCO ORAFTiNO fit. DESIGN - z.;. fO 1 R T . . ,' : LAKELAO, FE.. _33811 a f . �' CAD FILE, >?tt71` S, fE.F� = L46 , N ` i .„ t- OhS1CN C lT IA E, -� . , - l f� . n T _ % I r`. • i. _ -. k slave. .a -.a�1.0 � a . . . SCnl*F 1 a 41 is aA� 11 � . � Qe ! ER7 V NO. , , - s.. 3k . _ _ . - _ r �. � •�)[ .1 I L �j�.sI ( .. `: ,. N4, OATS' ' -' REVtStOr t3Y CK A ?P' G�1 OAi� A x •+' ° _ ., -f r - .. .. �s' V . - .. r - s 2. . _ ... t _ : .. . e. -11 - .. ,. . I� - - - OTiV � � ASIC��WIN'!t,` SPEED • � �.: � �- - . . I � � I . .1 ' ., .. . . r . . .� I I I � rt' � F - • `: " r .' f , A \7v i -' r. ` r �,{ f r . f y A •f . r . ' . s•:x y . { - - - • i . '._ , 4 y 'KR ` Y 4 .,. r _ - . I � � I I . � I -. 7 T +' - .���. x I � - I I � . . DEMCO ORAFTiNO fit. DESIGN - z.;. fO 1 R T . . ,' : LAKELAO, FE.. _33811 a f . �' CAD FILE, >?tt71` S, fE.F� = L46 , N ` i .„ t- OhS1CN C lT IA E, -� . , - l f� . n T _ % I r`. • i. _ -. k slave. .a -.a�1.0 � a . . . SCnl*F 1 a 41 is aA� 11 � . � Qe ! ER7 V NO. , , - s.. 3k . _ _ . - _ r �. � •�)[ .1 I L �j�.sI ( .. `: ,. N4, OATS' ' -' REVtStOr t3Y CK A ?P' G�1 OAi� A x •+' ° _ ., -f r - .. .. �s' V . - .. r - s 2. . _ ... t _ : .. . e. -11 - .. ,. .