Loading...
HomeMy WebLinkAbout211 Belgian Way 02-420 New Construction SFHi d a PERMIT ADDRESS SUBDIVISION CONTRACTOR D.R. Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, Ft_ 32822 (407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER I_39W 7�f.`iy PHONE NUMBER ELECTRICAL CONTRACTO: MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # -&?oo DATE PERMIT DESCRIPTION 'IL r �4 0� 0 .� �Lo 0 CAP 4 0 z� 0 4 DATE: 6 /12 /01 SCALE: 1148=1'Ar S IMICT 1 of 5 b- I <t- 2-I' -011 5' - 8" v i I 41-411 I ice'-8" I i ------------------------------- cf� �I r— at� — — — — — — — — — — — — I I ■ DOWEL PLAN DOWEL PLAN EI.EV. „lF" ONLY 00 0 0 0 o� ". DATE: 6 /12 /01 SCALE: 1/hmillI-ON SHEET IAOF 5 n 10 �4 0 44 `/�J \ o I T W W� l 1 DATE: 6 /12 /01 SCAT 1/41=1'-®' SHEET I B OF 5 1 ARCH a) KlTQ4EN ,4SCH D F-,41-I I L. 'r Rid. /------------ \ ------------ O OPT. ARCH OPEN INCH - - - - - - - - --- \ -----------� 0 ,4RT NICHE Q FOYER /----------� -------- IR-15H -----------� O OPT. COAT CLOSET fo FOYER FLOOR PLAN `i OPT.ROUNDED CORNER BM. 40' - 011 12'-011 2'-411 11'-411 14'-4" 5'-211 iz 2 (,— -- -------- I 25-SH PATIO 9'-0" x �o'-0" l 80�8 S.G.D. �111111111��I1 CK 10 a) I0 I�, BDRM. 4 BDRM. 3 (CARPET) (CARPET) m _ m I (k e I FAMILY ROOM ?s I I (CARPET) ' I 2' 311 1 -6" — 12'-911 N 14_211 ' 2'-9" 2'-4° -SN N u BDRM.#2 BAT OPT. Wi P ® = cn 9'-4" CLG. (TILE)= AV U Ln B (CARPET) i U TILE DINE OPT. N I ----------- INSULATION ARCH wimmmilbAl AlvAlm W.I.C. I I� NOOK I - - - m - I 9'-4" CLG. — — — — — I (TILE) -- 12'-0" '-0" 9'-&,l 2'-2" 14'-4° KITCHEN o MC � ca �CLG. 1 = OWNERS +-I lu �. (TILE) L — — J SUITE o 5 p N 3-4CLG. , _ M.BATH oQ (CARPET) m - z '-4" GLG 'm ou cn � (TILE) :N H `I 85 "A.i=.1=. -D f I `n RANGE J 10 2'-4" ' 4" (Y 21 — — N - - �? m z O O N - DINING CV ROOM R/A A/C `n m A 9' - 4' CLG. — ICONp� — — (CARPET) 1 " 14'-2" 5'-�0" -10 41_0 3'-0" 11'-0" N a) 8 N m 1 I ATTIC OPT. I I OPT. I i _D•_ I I W.A_CCE_SS_ ( _ N J L--J=--� _ UJ/ OPTIONAL N PULL DN. STAIRS — — — — — — — 00ART NICHE I Q ry j LIVING 00 GARAGE 13'-4° cLG. 4-0 BF. ROOM 9'-4" CLG. ELEV. D, E, F FOYER I 9'-4" CLG. 9'-4' CLG. I LINE O CLG7EEI)EV. D, E, F m (TI E) 000 ,�,� LINE OF CLG. ELEV. D, F 00 N MT. v 4 ENTRY= H.B. W/11-0' VAULTED CLG ELEV. D, F ONLY V-0" X -I'-0" O.H. TYP. SIDELIGHTt 35 SH '-0'1 2'-(o" 251 20'-0" 5'-011 40' - 0" — — — — -- — — — — — — — — — — — — — — — — — — — MT. 1 --- - ------------------ ENTRY= UJ/1 _0u u VAULTED CLG ELEV. D, F ONLY I SIpELIGHT� I (2)-25-SH W/1/2 ROUND A5V. 4' - 4" ---------- --------------------- FLOOR PLAN ELEVO 99 F 99 ONLY r-- ------------------------- LIVING m rS e J N I ROOM MT (CARPET) W/1'-0" It `v I <r SIDELIGHT -t ENTRY v- 21 4'-10" L .a,, POST (3) TYP. _ `---------------------------- r �NTRi- ELEV. (o" BLK WALL EXTERIOR MASONRY WALL BRG. HEIGHTS III 1111111111 9'-4' WALL BRCS. (2) 25-SH 10' - 8" 15'-0" 14'-&" 20'-2" WALL (o" BLK WALL ELK 111ALL 0 OPT. CLOSET SAFE ROOM sQ.FT. CALC.'s LIVING GARAGE ENTRY PATIO lc3(.l 412 22 2(o 5a. SCE. SCE. SQ. FT, PT. FT. FT. TOTAL 2 421 SQ. FT. DATE:: 6/12♦ /01 S C ALL: SHEET OF I 14'-0" SRC. IGGET—\ � 2.5/12 VAULT 2 LINE _ V-4" 5RG. — — — 411 " N ® 18" DECO. SHUTTER 4 TEXTURED � FINISH Ln ri m'-m" FIN. FLR. O'-O" FIN. FLR.,i, rlm ly — — a" 4" KEY DETAIL 5" RAID./ nSTU C C 0 BAND � C�ARAC-cE 3 SILL DETAIL 0 121 N' III ,a l 9' - 4" 5RG. m' - m" FIN. FLR. 9'-4" 5R6- m'-m" FIN. FLR.,i, — OFF-RIOrSE VENT 3 TEXTURED;) FINISH OFF-RIC)GE VENT OFF -RIDGE VENT ICI REAR ELEVATIOA OFF-RIDGE VENT ELEVAT10"N ROOF VENTS PER 9i ED 65C TEXTURED FINISH ELEVATION ROOF VENTS PER 131 ED 55C i 9'-4" SRC. '-0" FIN. FL-R. 9' - 4" 5RG- a —I m'-m" FIN. FLR. 0 ° ° 0 DATE: 6 / 13 / 01 A SC AT: 1,14' ■ 1'-®' SHEET 3 F OF 5 (2)HETA-I(o y%o (2)HETA-I(o DBL. TOP PLATE D O.G. B. INISH LL OKNEE WALL DETAIL -ENG'D GABLE LEDGER 2D tv I UPRIGHT OCRICKET DETAIL TRUSS PLAN * CONNECTORS TO 8E SfMPSON U.N.O. TRUSS TO 8LK META-1(o W/12 - lOdXl 1/2 TRUSS TO WOOD MT5-12 W/14-10dXl 1/2 DATE: 6/13/01 SCATS:°=1'-®' SHEET 4F 0F 5 ELECTRICAL LEGEND SYME30L DEFINITION NOTES 110V OUTLET 1/2 OF OUTLET 11mY OUTLET WIRED To WI SWITCH EaUIPED WITH 8- IIOV OUTLET GROUND FAULT GFI INTERUPTER 6 220V OUTLET WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH �3 SWITCH 3-WAY OFFER. �4 5WITCH 4-WAT OPER. n WALL Y ouNTED LIGHT CEILING LIGHT 1 VAPOR PROOF VP LIGHT l RECE55ED CAN 1 C PER VENT. FAN SQa.. FT. VENT. FAN 1 CFM PER W/LIGHT 5Q. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT FLOURECENT RAP AROUND LIGHT _ 2'FLOURECENT — — — — 4' FLOURECENT ® PANEL METER • SMOKE GATT. BACK-UP W/ HARDWIRE S.p. DETECTOR INTER- CONNECTED �( PENDANT LIGHT TELEPHONE . JACK WATER HEAT. WH F� DISCONNECT AIR. COND. A/c DISCONNECT TV. TELEVISION JACK CEILING Bo REQUIRED TO CEILING BE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED A5 SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER \� OPT. ARE -WIRE CLG. FAN v ,J BDRM A3 I I BDRM.#4 • ,\ CLG. FAN 1 WP. / I GFI FAMILY ROOM •S.p. I I % // / j PRE —WIRE -A- CLG. FANdb r 3 / - i BATH F�- PRE -WIRE\'� '? �// GFI GFI ------ CLG. FAN �' o i 1 3 BDRM. 2 I-----------� NOOK W.I.C. I �� SEC. I / PRE -WIRE Q CLG. FAN i T A L' `J OWNERS SUITE / WP. GF I \ ` WH PANEL WH. IN SAFETY PAN WALL MOUNTED LIGHT 46WITCH IN ATTIC ' ` I �----- GFI 44" A.F.F. GARAGE METER FEILD VERIFY LOCATION CLG. OUTLET I SYS. F 3 \ / -- 2— `� If RV WIRE / C.G. FAN M, \BATH GFI KITCHEN Q L FJ 0 O GFI — 3 O P \ ►n -- \ O DINING k-2 I ROOM W. I II L J L _ Jool ol 00, PRE -WIRE / CLG. FAN ;T00, 00 00, ol P> ool ol 00 �1 WP. ► I P5 FOR CHIMES ELEC"'TRIC"AL PLAN. ALL SMOHE DETECTORS ARE TO 5E 3'-0" FROM AIR FLOW CREATED SY A/C, PADDLE FANS d BATHROOM DOORS 4/0 ALU. CABLE 200 AMP METER BASE 8 METER MAIN DISCONNECT COMBO SQUARE D TYP. DISC. DIS 200 AMP 200 INSIDE AMP. PANEL 4114 4 012 COPPER TO MAIN LIGHTS 4 OUTLETS DISC. 010 COPPER TO WATER HEATER #S COPPER TO RANGE UNDERGROUND — SERVICE 5Y—#4 COPPER TO 5/S" GROUND ROD POWER CO. ALSO SERVICE TO 5E BONDED TO FOOTING STEEL LAV. 1 ELECT�ICAL FB15EF� NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W! APPLICABLE PROVISIONS OF THE NATIONAL ELEG. CODE, LOCAL CODES, AND THE LOCAL POWER CO. -�" v-r R —..dI KIT. TO MAIN SEWER PLUMPING RISER DIAGRAM MEDIA RM/ / / %'F'RE-WIRE II ,CLG. FAN I � I I l� --- - - - - - - - - - - - - - - - - - - - O OPT. QED IA R0011 0 0 I� o. O O ° U ° 41 Q L O Qo cQ q DATE: 6/1 2/01 SC AT: 1/41=11-01 SHEET 5 OF 5 1/2 " X 9" A.B. 32 " O.C. ro"xro" 010 W.W.M. WHEN UPLIFT FROM ROOF Q OR FIBERMESN ANCHOR BOLTS At 3 O.G. g 2 y- -4 REINFORCEMENT 2" ABV GONG 1/2 " u ° o"XrI" *10 W. .M 20000 CON(. SLAB 4.0 O 4.0 7g REINFORCEMENT 4" 2 #5's CONT. � ° (2) CONT. *5 REF3ARS p� 12. O , 8 411 0 CONG. SLAB ► - .7,� 0 3 #5's GONT4.0 0Zal4•� .,g .. oTI-IICK�N 3=DC� CARACE CURB STOP ON CHAIRS fN� RlO�' BEARING WALL -4" � � tYP.LK. WALSINL E SECTION STORY 2 2A O: G INT��RfOR BARING WALL 2-�T�ORY NTEFOR FLOOR BEARINWALLS 1,000D FRA11'f E FOOT f NG BGLNOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL CONNECTORS UPLIFT ON WALL. 3 1/2'I HEAD OF GARAGE 3 1/21' DEAD OF GARAGE �---•*5 DOWEL 5AR(ONE SIDE /*5 DOWEL BARS *5 DOWEL BAR5 (VARIES WITH SLOPE) (VARIES WITH SLOPE) � OF DOOR IF NEEDED) � r DIM VARIES -i 5/5, I � DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. -1 5/5' G B II �o"X&'I 010 W.W.M. " II 6"X(0" *10 W.W.M. CURB II �"X6" *10 W.W.M. (3) * 5 RODS EA. WAY ON 8" GMU -1 5/8 CURB 9" ANCHOR BOLTS AT 3' O.C. " ONLY IF UPLIFT ON WALL II OR FIBERMESH II OR FIBERMESH OR FIBERMES "X6" *10 W.W.M• EXTEND 1 1/2" rll, REINFORGEME T REINFORCEMENT II REINFORCEMENT CHAIRS (MIN. 3 COVER) 6 "X(0" *10 W.W.M. OR FIBERMESN _ - OR FIBERMESN REINFORCEMENT RECESS /2" � T->r6,II - /4" 4° REINFORCEMENT IL -o� _ _ SLIDING DOOR TRACK _ I a� - C3-5'S W/2-STORY) 1'-4" 2=*5 S ON CHAIRS SLOPE CON(. 0 0 0 2 ON CHAIRS 2' -011 TO FRONTN/4"-1/2 ") _ - 0 0 - SINGLE (3-5'S W/2-STORY) SINCaL 0. a- 3 *SSON CHAIRS STORY STORY 1'-0" 2 *5'S ON CHAIRS 1 -S" ►'-8" 24"X24" EXT. PAD TWO TWO 1/2 ° INSIDE FTG. AT GARAGE STEP-UP STORY STORY INSIDE FTC. AT GARAGE STEP-UP 2-6TORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB SLAB AT SL. CxLASS POOR I -STORY BEARING WALL � DooR RECESS � g� j� GONG. SLAB OVER CLEAN, *5 REi3AR SET IN 2000 COMPACT TERMITE TREATED PSI EPDXY 25' MIN. ASV, TOP CORD BLOCKING AT 4' L, (o MIL. V15. VAPOR p SLA5/6" MIN. BELOW O.G. MAX. IN FIRST 2 FRAMING ro"Xro" *10 W.W.M. SPACES AT EACH END. &"X6" *10 W.W.M. OR FIBERMESH GARAGE SLAB OR FIBERMESH - REINFORCEMENT RAFTER OR TRUSS m REINFORC MENt u NAILING SCHEDULE ALL NOTES IN REFERENCE �- ----* ROOF SHEATHING LAYOUT ROOF SHEATHING RrOIDIAPHRAM TO �997 EDITION OE S.B.C.C.I. O O AND ENDI,UALL BRACING Q USE IAbOUFFORTEDP POR ANEL GESWITHreGUNNAILSAT4'O.C.AT STANAR� BUILDING CODES LFOR GABLE END FRAMING �y INTERIEDIATE SUPPORTS. ALSO SEAND -5 GM DE AILS AT 6' O.C. AT CURB WALL 8° GONG. DRI VEWIA'T � 0 0 ° TYP. RETROFIT FOR ALL V ROOF SHEATWNG TO GABLE END FRAME USE -B CAN BEARAGEOUND 1 8 3 3I� CONT. OMITTED FOUNDATION DOWELS EXTERIOR SH ATHING�ILB 4'OG 3" MIN. COVER 1A Q SITE PLAN NOTES USE Mr.' 0.88. OR 1/2' PLY WITH -8 GUN NAILS AT b' O.C. AT V 1/ :3 PANEL SIDES AND '8 CouN NAILS 4' O.C. TOP 4 EIOTTOM PANEL AND #S CAN NAILS AT 6' O.C. AT ll LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE BUILDING LENGTH INTEFwmEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. GARAGE DOOR NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERJ15E NOTED, THI5 BUILDING 15 NOT INTENDED TO BE ACCEPTABLE FASTENER IFROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FIN15H FLR. ELEVATION ��� NAIL REQUIii?EMENTS ASV. 10'MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OPENING 2-STORY FOOTING OF FINISH. FLOOR SLAB WITH SIGNED AND SEALED SURVEY. _i n All-la SIZE HEAD LENGHT DIA. TEN&IL BT R 3) Lor PKAINAUI= &TALI- GOv,FON-i iv 4.vv�.....v�..•......, AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 6WALES 8d IROUND)"IODIFIED 1 1/8, .113 110,000 OR T OR OTHER SYSTEM& TO AN OFF -BITE DRAINAGE FACILITY. 10d _ 2IV/ 128 110jD00 S) I AxInPrAFING_ IRRIGATION. BERMING. ETC. SHALL CONFORM TO LOCAL 01. allGMU FILLED ; ; y<P CELL (TYP.) :. , EXT. FRAME WALL t0 BLOCK WALL CONNECTION POURED LENTIL CONT. (TYP) 2X WALL FRAMING - (3) 1/2 "X9" ANCHOR BOLTS W/ 2"X2"X1/8 WASHER AND NUT SPACED EVENLY' FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR �N 50L ID POUR ACCEPTABLE 'RETROFit) II II 11 II TO BE II II #J REBAR II 11 11 _ _ _ _ _ II 11 - _ - _ _ _ = Ir �PII - - = J = _ _ _ _ _ _ „ 2 TYP. REBAR LAP CORNERS 4 II II OUTSIDE BAR 11 CONTINUOUS #ad GUN NAILS s4" O.C. #8d GUN NAILS TOP 4 BOTTOM EDGES (oII O.C.IN FIELD til cn 0 Q Z Z Z tu Z z - f ` v v U O @ -o O Vw = TYP- EXTERf OR CJHEA' I'PN(S• � �4 ��'�,�1,e1-}1"(�NT FOR ROOF SN���'1-I� I1�1C� @ NOTE - I }� UJI�EN GLUED TO ROOF I I �� R WHEN II - Q II EDGES k 1 /� II - II I t� I F I I 1' (0 G S 4 to N L-L/ NOTE: NAILS APTLEN E t <{TOOL ASSOG OFN INT. GENERAL NOTES I. DESIGN ANDLOAPING A. ALLOWABLE UNIT 5TRES5 AND DE51NG CRITERIA: 1. BUILDING CODE REQUIFiZMENTS FOR REINFORCED CONCRETE ACI 315 2. SBCCI STANDARD BUILDING CODE CURRENT EDITION. 2. BOIL A. NET ALLOWABLE 501L BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING 1AL A. ALL CONCRETE WOW, SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING Acl 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRE551VE STRENGTH CP 2500 C. I�'iNft4)�I�!2�1�R9 SHALL CONFORM TO A51M A615 A616 OR 61T, GRAPE 40 4. DESIGN OAFS A. IN ACCORDANCE WITH SBCCI CHAPTER 16:5ECT. 1606 ROOF LIVE LOADS OF 20 P5F WIND LOADS IN ACCORDANCE WITH SBCCI 9l EDTION FOR 100 MPH REGION INTERIOR PARTIONS, 5 PSF PERPENDICULAR TO WALL FACE 5. LUMBER A. ALL 6TRUCTUAL LUMBER 6HALL BE "Z 6YP. ALL 67Up6 SHALL BE STUD GRADE SPF. AS 6ELEG0TEDL T! BUILDER. RESTRICTIONS HAVING JURISDICTIONS AND 6J PERMITTED SEPARATELYSWIMMING POOL, DECK, PBY ENGIA, AND NEERED SHOP DRAWINGSD WORK IS TO . PLUMBING NOTES 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 21 WATER LINER SHALL BE GPVC. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW Or (3) THREE GALLONS PER MINUTE EACH. 6) HOSE BIB6 TO BE PROVIDED WITH SAGi�LOW PREVENTER 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDERS OFFERINGS. 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED POOL CONTRACTOR AND SHALL BE PERMITTED GROUTED Z n/ BOND BEAM 2-*5'S REBAR 1JTORY (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY TRI=ATED) SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWNG IS. SEE PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' TIE TO I IOR7• BARS L� u�� 3-*5'6 REBAR 2 STORY 5HALL BE PRESSURE 6. TRUSSES RISER DIAGRAMS ANp PLAN LOCATIONS TO OWNER t t L N �, T�P. EXTERIOR SI�EAT�If NCB ATT,4ClMi�i�i A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DEBIGNED IN ACCORDANCE WITH 5ECCI. 10) ALL CLEANOUTS FLUSH WITH GRADE. I y,,� - 8 MIN. EM�E DMENT - F 11GI \ O I FOR SMEAR AND UPLIFT' 91 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT 5TACK5 SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, U (O.S-B. TO BE STRUCTURAL GRADE) PRIOR TOFABRIGATION. RIDGES. HORZ. REINFORCING VERT. REIN:F. CONNECTORS FROM PLATE TO STUD TO PLATE ,. GARAUE DOOR A. ENGINEERED FOR MPH MIN. WIND LOAD. SUPPLIER 12) SIZE AND LOCATION R NTEANouT& SHALL CONFORM TO STANDARD PLUMBING CODE CURRENT EDITION. " NOOK IN GROUTED ARE NOT REQUIRED EXCEPT AT OPENINGS $. DETAIL TO $E SUPPLIED BY GARAGE DOOR SUPPLIED C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO STANDARD BUILDING CODE EDITION. CELL 8. ASPHALT SHINGLES CURRENT #8d GUN NAILS la A. ROOFING To COMPLY W/ 65c 91 SECTION 15,04.1.1 B. SHINGLE 6TANPARP ASTM P-225, UNPERLAYMENT TO BE A6TM P-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 0-1 F-11cn 12 " O.C- IN FIELD F O U N SAT I O N NOTES IS) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLU6H TYPE u1 FOUNDATION NOTES = ' N<• I cLEpANouT REa D GARAGE I)�(JI[� INFORMATION �' a I. FOUNDATION DESIGN BASED ON 2000 P.SP. MIN. ALLOWABLE BEARING PRESSURE. 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH ASTM C90 AND CI45 AND SHALL . oa ,• ° FOR: GROUT LIFT P'. •.� .', • < -1 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND HAVE A NET AREA COMMF'RE6SIVE STRENGTT OF 1900 PSI. > EJ FT UNLESS z U SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONG. POUR. 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. NORZ. REINFORCING Z (k FOC,'�T1NG DIUL 15 Au POURED LENTIL Z Q 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM METAL ACCE650RIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE (o" NOOK } NOT REQ'D. CONT. (TYP) = AGGREGATE MIN. 3 1/2' THICK CONCRETE OVER C6 MIL VAPOR FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. A&TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. HORIZONTAL/VERTICAL RE INFORGING c(1 4. ALL SLABS SHALL BE BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. $. c. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. e ; PRE -CAST HDR.SIDES: X(o GARAGE DOOR BUCK W/ # T T f=. FLOOR DECKING 5. REINFORCED STEEL: ASTI I A615, GRADE 40. VERTICAL REINFORCEMENT SHALL HE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2_ METAL PLATES, CONNECTORS, O SCREWS, BOLTS AND NAILS 1ON SHALL DIRECTLY 70 THE WEATHER OR SUBJECT IZ SALT COR-s THE SHALL $E STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE • Q C3) I/2"X9" ANCHOR BOLTS ATTACHMENT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6 . TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. REQUIREMENTS OF A5TM A90. r1A50NRY WORK, GENERAL: +'b.a W/ 2„ X2„ Xl/5 WASHER AND EA. SKEET TO B� GLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 51DE OF ALL WOOD FRAME SNEAK WALL OPENINGS AND SHALL BE I/2'x8' W/ 2'X2'Xl/8' 1. ALL MORTAR FACE FOR HOLLOW MA JOIN UNITS SHALL EXTEND Y FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR 60LIp MASONRY a•. ,rd NUT SPACED EVENLY FROM AT 3' O.G. STARTING AT 5' OFF EACH CORNER MA50NRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/5' THICK 8" GMU FELLED ` , FLOOR TO GARAGE DOOR HDR. EXPOSED JO1 ST 7. DESIGN LOADS: IN ACCORDANCE WITH sB.G.C.I., CHAPTER 16. 3. MA50NRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION DELL (TYP) ,'� IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WIND LOADS: IN ACCORDANCE WITH S.B.C. SECTION 1205 WHEN MA60NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT (SLEEVED ANCHOR IN SOLID CURRENT EDITION FOR 100 MPH REGION SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. POUR ACCEPTABLE RETROFIT) 0. FOOTING REINFORCING SHALL BE 2-"5 REBARS I -STORY, REINFORCING STEEL, GENERAL: I. REINFORCING STEEL 6HALL BE No. 5 BARS. 1-2X(o PT BLOCK 6 CENTER OF 3"-5 REBAR 2-6TORY. OUTER BAR MUST BE CONTINUOUS AROUND COf;lER6. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUND!,E'D. 3. BPL.ICEREINFO LENGTHS 6HALL A MINIMUM OF 25'. DOOR HEADER w/(1) 1/2 "XS" A D 2 "X2" EAI/a WASHER AND B MINIMUM OF 25. 9. ALL FOOTINGS ELEVATION MUST BE 12 BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 0b. IDENTIFIED T SHALL IN ACCORDANCE WITH ASTM A615, A616, A611, OR . ;i06. FINISH GRADE 10. FINISH SLAB TO BE 0' ASV. FINISH GRADE 0 0 4 4 0 V) Un H W E===i 0 W Q DATE: 2 / 14 / 01 SCALE: V4121'-01 SHEET Di OF 3 2X4 SUB -BAND a CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND VASE B GROVE ,WAVERLEE WOODS 2 "X4" BLOCKING FEILp STREAM CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2Xfo SUB -BAND a FEILID STREAM LAKE KEHOE,CYPRE55 HEAD 2X6 SUB -BAND 2X6 SUB-BFIRST TWO BAYS AND a ALOMA WOODS LAKE KEHOE,CYPRE5S HEAD LAKE KEHOE,CYPRE65 HEAD 4'-0" O.C. MAX —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA UAJRA�P�DOAD � FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER ASPHALT SHINGLES . OVER 4*15 FELT R-19 INSULATION METAL DRIP EDGE r- A -i/16" OSB SHEATHING �1/16" 055. SHEATHING FIBERGLAS5 SHINGLES R-19 INSULATION OR 1/2' PLY. OR 1/2" PLY. ON #15 FELT OVER 7H� HURRICANE STRAPS 1/16 058. SHEATHING METAL DRIP EDGE SEE TRUSS ENG. �— ROOF TRUSSES (SEE TRUSS PLAN 1/2" DRYWALL 4 TEXT. FOR PROPER 2 4 " O.G. `. FOR CONNECTOR) �'� 2X4 SPF STIFFBACK AT 2X4 DOUBLE PLATE (TYP.) BRACING METAL DRIP EDGE O (U#5 CONT. ALUM. FINISHED VENTED SOFFIT SILL BD ALL UPRIGHTS OVER 4'-l0" 2x PLATE OLTETO TOP PL. 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS NAILER TO BE FLUSH WITH WALL WHEN VAULTED ALUM. FINISHED VENTED SOFFIT ju 1/2" DRYWALL 4 TEXT. SET FROM OUDtER EDGE OF BLK 1/2" 5ACK TEXTURED FINISH 5" LINTEL BLOCK FILLED 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLRJELEV FOR DES. WOOD BASE CTYPJ 1/16" O.S.B. SHEATHING R-19 INSULATION PRE -CAST LINTEL FELT BARRIER OVER 3/4' T 4 G PLYWOOD OR 1/2' PLY. ALUM. WINDOW -1/16" OSB SHEATHING OR 1/2" PLY. GLUED 4 NAILED SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-0" FROM 2nd FLR. LINE) 2X FLOOR JOIST/TJI 1/2' DRYWALL 4 TEXT. SEE FRAME PLANS PRE -CAST SILL 1/2" DRYWALL 2X6(CON ) FOR J015T TYPE 1/2"X6" THRU-BOLT 2X4 DOUBLE PLATE CTYPJ 2X4(CONT.) 8" GMU " R-4.2 INSULATION (US CONT. W/2" DIA. WASHER FOR I U SIFP AN SIMPSON 32" O.C. IX2 P.T. FURRING STRIPS HETA-16 1X2 FURR STRIPS TEXTURED FINISH ALUM. WINDOWWOOD BASE SEE FLR./ELEV FOR DES. SILL 8" LINTEL BLOCK FILLED 1/2' DRYWALL 7/16" 055 SHEATHING 0 w = PRE -CAST LINTEL OR 1/2" PLY. UNDER WOOD BASE (TYP.) i Q FELT BARRIER z ALUM. WINDOW 6"X6" #lm W.W.M. SEE FLR./ELEV FOR DES. SILL 2X6(CONTJ 2X FLOOR JOIST/TJI OR FIBER MESH 5 REINFORCEMENT PRE -CAST SILL — CONC. SLAB OVER CLEAN, 2X4lCONTJ FOR CONNECTOR COMPACT,TERMITE TREATED SIMPSON HETA-16 (1�5 CONT. z � w " SOIL OVER 6 MIL VIS. VAPOR 5" LINTEL BLOCK METAL LATH 0 F O I _4 2 #5 CONT. 8 CMU BARRIER,W/6X(o #lo WWM (FILLED) 1X2 FURR STRIPS -1/16" OSB OR TEXTURED TEXTURED FINISH — ° ° I/2" DRYWALL I/2" PLYWOOD FINISH WOOp BASE CTYPJ PRE -CAST LINTEL � Q � W/ 150 FELT < ALUM. WINDOW 3/4" T 4 G PLYWOOD— T'I'P. W � SECTION W SEE FLR./ELEV FOR DES. TO BE GLUED 2X6(CONTJ SILL � NAILED BLK. 1= STOi��I' ° ° " , # WOOD BASE CTYPJ 2x4(coNTJ 6 X6 to W.W.M. PRE -CAST SILL — z z w 3 #5's CONT OR FIBER MESH CONC. SLAB _ REINFORCEMENT SIMPSON N0 p 1'-8" 5" GMU 6 MIL VIS HETA-16 U ow - VAPOR BARRIER TEXTURED FINISH ASPHALTLT ON 7�16 �0.5 B. "0 T T f=,. (,UAL L SECTION o w � CMu's SHEATHING OR I/2" PLY 2X4 BLOCKING - _ ~ Q FINISH FIRST TWO BAYS 2 5T®R'r' �' TEXTURED METAL DRIP EDGE — 4'-0" O.C_ MAX 6"X6" #lo W.W.M. O O OR FIBER MESH TWO �TOR� 2X4 SUB -BAND � REINFORCEMENT CHASE" GROVES,WAVERLEE WOODS z FEILp STREAM ROOF FRAMING W/ CONNECTORS 2X6 SUB -BAND w z w (SEE TRUSS PLAN) � — LAKE K�HOE,CYPRESS HEAD ROOF TRUSSES 0 -Y O C3) #5's CONt. BAND D TA ALOMA WOODS SEE TRUSS ENG. 24" O.C. DBL. TOP PLATE — U m U WRAPPED/ALUM FINISHED FASCIA FOR PROPER ENG. GABLE TRUSS BRACING R-19 INSULATION CRIPPLE STUDS FIR5T FLOOR BLOCK 2X4 SPF STIFFBACK AT SECOND FLOOR FRAME ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) guuuuuuuu HEADER (SEE PLANS) 1/5' TEXTURED FINISH OVER 15# FELT OVER PRE -FAg TRU55 -1/16" 0.5.8. SHEATHING OR 1/2" PLY. I/2" DRYWALL 4 TEXT. 1/2" DRYWALL TEXT. 2x6 P.T. PLATE W/ SF-4 32" O.G. a STUD 2X4 DBL. TOP PLATE 1/2"X8" ANCHOR BOLTS ° HDR. STUD(S)/JACK(S) 1/2" DRYWALL. W/2 " D IA. AT 3' O. C. SECURE TRUSS TO 2x6 W/ 2X4 WOOD STUDS 12d e 6 STUD T "-5" SFULL LENGTH STUD(S)/ 2X4 CONT. STRES5 BLK. REINF. WITN (IT'S ROD PLYWOOD TO TRUSS NAILING LONG. FELLED LINTEL STUD TO HDR. KING STUD(S) SP-4 BLOCKING MID -WALL 3/4" T4G SUBFLOOIR TOP 4 BOTTOM) 4" o. C. � EDGE GLUED 4 NAILED 6" 0. . Q IN FEILD 5" CMU TEXTURED FINISH FLR_ JST. SIZE SEE FRAME PLAN IX2 F.T. FURRING STRIPS 5141HATHING OVER 2X4's PRE-FAB TRUSS .00 R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO j� 1/2" DRYWALL 4 TEXT. 1/2" DRYWALL 4 TEXT. let FLR. STUD 2X4 DBL. TOP PLATE " — — — — — — — — — — — 5P-4 32" O.C. STUD 2X4 DBL.. TOP PLATE 1/2 DRYWALL — — — — MSTA-3so 32" O_C. 1/2" DRYWALL -----Il---- � � I/2" DRYWALL r 2X4 WOOD 5TUD5 2X4 WOOD STUDS N 2X4 CONT. STRESS �16 " O.C. �1� O.G. WOOD BASE I I I I I I BLOCKING MID -WALL 2X4 CONT. STRESS I II I I I BLOCKING MID -WALL PLATE NAIL PER SCHEDULE/ 2X4 PT. 2X4 PT. PLATE BOLT PER FND. PLAN SP-4 32" O.C. 0 STUD 1/2"X9" A.B. 32" O.C. 5P-4 32" O.C. e STUD 1/2"X9" A.B. 32" O.C. z <1 (WREN UPLIFT)� a o 611X6" #lo W.W.M. CONC. SLAB z = ��' /*— — 0 0 OR FIBER MESH i1 — REINFORCEMENT T�1'P EXTERIOR OPENING IN FRAME 3 #5's CONT. 4 4 CONC. 5LA8 u z fk I'-g" 2 *S's GONT. 4 4 _ -_' } — } [✓ 4 w 2 #5 CONT. Ak m T�-F. WALL SECTf ON INTERIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. INT RIOF� BEARING WALL I NOTE: FOR WALLS W/FLOOR LOAD ONLY BLK. 1-STOfi��I' CGABL�� MINIMUM WALL AND HEADEF�,' DO NOT INSTALL CONNECTORS. STUD fR0U 1 fZ,EMENT5 . .F,1 � , MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 01-0" 4'-II 1/2' -1'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 DATE: 1 /2 0 /0 0 SCAZE: 1/41=1'-®' SHEET D2 OF 3 1* 1000 UPLIFT 5IMP50M MT5-12 W/i 10d TO TRUSS AND (2)3/16" X 1 1/2" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)SIMP5OM MT5-12 ONE EA. SIDE OF TRl OPPOSITE SIDE OF E W/1 106 TO TRUSS AND (2 )3/16 " X 1 1/2" TAP CONS TO CONT POURS LINTEL i PRECAST HEADER IX PT. NAILER TO BE SECURED (T-NAILS OR 4d CUT NAILS ACCEPTABLE) 1/16" OSB SHEATHING "RUSS 2X4 BLOCKS CMU WALL z_ ROUGH z w OPENING CL O UP TO 8'-O' BEVELED IX2 TO BE SECURED S BOND BEAM W/ TYP. FASTNER S" O.C. (T-NAILS OR 46 CUT NAILS ACCEPTABLE) PRESCAST SILL TRU55 ANGC 40F FDETAIL-RETROFIT 9" MIN. LESS THAN 10" REQUIRES I' NOSING DBL 2X12 FLOOR JOIST 3/4" PLYWOOD WITH 4 1&0 COMMONS NAILED THRU 3/4' PLYWOOD NOTE: INTO EACH STRINGER STAIRS RISERS TO CONFORM TO 5E5CC 11112-1112.1 2R+1T=24"-25" 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE V NARROW END MIN. 11" WIDTH 6 12" FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4" PLYWOC LESS THAN 4" TYP, BETWEEN SPINDLES 11 II II I F�ONT VEW I" NOSING TYP. �-W O Xz Az_u- ca 1)/4" FURRING STRIPS K PT. NAILER TO BE SECURED )/ TYP. FASTNER S" O.G. 'T-NAILS OR 46 CUT BAILS ACCEPTABLE) 1/16' 055 SHEATHING TO BE ATTACHED TO 1X PT. W/ 1 1/2" STAPLES/ Sd COMMONS 6" O.G. 2X4 BLOCKS 3/4" FURRING STRIPS 1/2GYPSUM BOARD BEVELED 1X2 TO BE SECURED W/ TYP. FASTNER 8' O.C. (T-NAILS OR 46 CUT NAILS ACCEPTABLE) PRECAST SILL 8" CMU WALL SIEDE VIEW NOTE. - GAUGE IX PT 6 WINDOW 1/2' FOR DRYWALL RETURN5 8' CMU— - I'x4' P.T. NAILER --1/2' DRYWALL SIDES: BEVELED IX2 PT WINDOW BUCK W/4d CUT NAIL OR 1 3/8' T-NAIL CHUALK UNDER NAILING FIN ENTIRE a EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO HEADER: LIGHT TO BE SEEN AROUND WINDOW. BEVELED IX2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ #(oXI" PLATED SCREW W/4d CUT NAIL OR 1 3/8' T-NAIL IN EVERY FACTORY DRILLED INSTALLATION HOLE, 8'-10, O.G. TYPICALLY 3 PER JAMB AND 2 PER HEADER UJIN[DOld/S ED ATTACHE I NT IN LOC;< 5TAIF� SECTION [DETAILS 2 X 4 1(o 11 O.C. fi SCUE 2X4 TO WOOD UJ/1, s0/ 11 = a 11 o.c. ST. 5CUF�E 2X4 2 1/4" T=NAIL SEE ELEVATIONS FOR CHIMNEY CAP AND BANDING DBL 2X4 TOP PLATE - SEE ELEVATIONS FOR HE IGHT LSTA12 EACH END OF WALL 2X4 BTM. PLATE 1/2" PLY OR ------ -1/I(0" 055 PREFAB SPARK ARRESTOR W/ GLV MTL CAP FLUE PER MANUF. 5PEC5 —1/2" CDX OR 1/16' OSB NAIL AT 4" D.G. W/56 NAILS TEXT. CEMENT. FINISH ON MTL. LATH OR HARDIE BOARD 51DING ON 15# FELT PRE-ENGINEERED TRUSS ELEVATION --1/2' DRYWALL 8' GMU I'X4' OR I'X2' P.T. NAILER IX4 P.T. TO BE SECURED DOOR CASING W/4d CUT NAIL OR 1 3/8' T-NAIL 4' FROM END AND 16' O.C. NOTE: 5HIM AS NEEDED DOOR JAMB TO PLUMB JAMB WK3) "'8 SCREW OR 86 NAIL (5/8' EMBBEDMENT IN 1'X4' MIN.) IDOOfP, JA�15 TO 5LOC< SECURE TO 5k4AiH INN UJ/ 111N. 2 =a6 FED 5L<. EA, ENID 1�= I �/—) t=) =)I A �= I L T"�— I WQ-J�LJ 0 1/1ro0.5-5. EXtEF�lCfR A�CHLU/4" SATE I-1 �J O O I.-� 0 a DATE: 1/20/00 SCAT : 1/41=1'-0' SHEET D 3 OF r • . ,�, ,•n., ,w . n...,.....r_.....Jiv,w,J ._.wvn..w„w,,._w,...,•., aw., ...... • . ...�w .n.•..•.......,w,...._.......,.,...-....w..-.+mn...•,r.n..,,...,.... a.:. ,......«.. ,......,...w.....•,...++,.v.+w+...w•+•:.......,.n..,..........w..1...-...•�._.+..-•..w.•-+..-.n.�a.. ... �' • ' .. �'. � �1 U7`'3:3 uS7�3 !•'I.A. l;�;t'1tUll):�1tS _,•. �..,.,, 'iQJ'40�/018 V3j1V/t!'1 0$:.11 OW 4W JZJ V014 4A. k4iXUI*K5 tfdIVV3/V1�i u,sltV/�!1 Vn:l� ;J'1 IUr o.e� Vale kl.e1. 1•..LJKLwI�:Kb wtuuaiu�,o US/lUlS3F Uft.11 NATIONAL t T�'1'1ED TESTING. LASORATORI 'S -2- xcrr�--zxa •x "��`°`' '"``t "'°` c,.: ����d � I�C1�' •21a1s�•x {' N, . 1 cat) 4EM1 IDA 3a837 , 0-O x PKON6 (407) 2140-IM • FAX (4077y 24 : A6 awaia strip OfC tt�tat�8mi vree�t) wftjp (0.7.8Ei" 1 t) wy_n looiaftd gkt aft& =mh stUe`*ad the �spam�a ' ¢ igneeting x'eil..Il, single >�p of bulb ml weak was located of top of riRT.�fi i .Ci % s' . • , " 0 leaf vinyl was located at the =We sash bottom, m31. ' $ one weep hole mooning x 1/2". x leg bd* was ba tad at each end of the si1Cs vai�icat �een;e ie�. wttk* pa d aU=kxx& Wafer Rasietaj�* (6.0 ()Pg/FTt) 1 »: 6.76 pat '(Lovt Sili3 PYo +3rntry No zofiv •, Yi�i'tlW NO» N O-x8'�2 7 'Tl�e J=bfaill aoiuem Wexe I;Cd*d VMh s aM1�" ►k 'QVTJ� iB.tiD W {8igh Site No Rntty Y�o Faai TW MAT& W I AM. W29-96 wid4 81" was a£:ao rod at►rnar t�o:lete�+ctio�. 8.4 : An screen mesaurnng 494W by 1� Uniform Load Str4etMd 127.6 0.1W 0.140" Isiu7R' ON» 0". I-eo • Tfta spe�oaea wan d into the Wood test butak udirag ten (10) (#8 s'1" flat 19746 paf Intericr 418x" 0.1�0" :;crews. 2.23,8.2 Dig Teat , ; LAS O xQ�»� WMA7 1 D�eat�n$ Ran (7D )'•7.496 01037" k 100% ; -Bottom PAR (700)1" 01010. < 100% � Va btternoati * L* (600)1.8% : 0.0oa" < 1.00% 2540 Jewett ianC J � .'T , `•ors R�f.�A.f.V i 1i L, A� fiiile ( ) 219% 0:0�" •C 1.00% y 1$. !�n� 1: L M71- o .R�ifvJlA t zeiad'sMadel"Mitest�o+a1000"t�ia8le vnagA t 2.2.8.6.�L Oparating7:i'orced s Once (1) F1orW&Sxbudarair*n"d coxpo i .'erno C eat mesatured reeoide8 ttaiug a sue& emdsr • dighal d atio>tr msaguurer cad lake* stt the intsrlOck x'z3ate'9Vin4OW. Ole -no maw wZ4.0)*dP Rteowr'C 85-0) ACAVC sob • atiAs 4 mbbpm of the meeting rails. 1 .AN81ia X0i»A8,'�Valu�at�i ► Speeiiicatinas for.AIUMWUM send poi► (VW Wo") (PVC) "2.1.2/�.2.7 Air i ton {,AST Fem) � � AOars". X.T psf {$� } • ' 0.1,4 LIFT, . 0.87" m t� peefmtoa of Ievel of 9C�D- o� tie ,AB�/.�AMA.1?).-93. Prtaae'W$adows axtd Class .. '. "� ptmmt feet repot no. i�C1'i�►210•x�-6: . "21-8/6.2,6 water, Re istarn.e (6.0 G�'� 14) • 'PV'1'p2$6 Of (11S =W A% Entry No Entry. D*WAdwere avaiWde for la wmtay r&' rds and compared to the teal spedtmcA mt the thm of tbts repast. A Otte 1) ample h=C Bade lc�d alumitnwaa >�e w�adow to itang+a>anesasM10937"' ` Qo�y of tide xelpooct repraaltat�tv+r smaora of taut specimen wM be retoked by NCTL liar a pa W off0t* �a " ( P '' a was to the Erarat4 x�te�aib , PravbBng a viewing crest of 92-1 f�' va +r by. t -8.4.1/6.2.a Unh'b m Land t� y!s Tha r+e�uttts obtedsrsd rIY i► to the hem teased. wide 63-Y14 bib everalL %'A& 8uued *e gbh ewwmd 84-1/r + by 2x-Off MO.' from and set► membm r�re:ra not therateliyls<aice�a. 22� pa£d0.ao71'' 0.1.40" . 28.1/8" hill. The agctive sash Yu .. • ' d =eet ra U wean b"ied At each jamb Vith two'(2) =ewst. The active sash was reo wvablee via a sire black 2" psf Xnteriar 0.006` , 9.1400 NSA, TXNG w 3n ewch w i4terior jamb track. one rasa typa sweep look " locaibd at each end of that at:tWe sash RA �kiES,1NC, and tsakle baltuaces v ,t meaty rail. One meW pivot baur WU fa*iened with one =*w aft etch end of the boom raiL ,ArVd vinyl aaah stop was . ; f each in►teaelor'arab tr+++ Frame, membw* were of double screw **ad coroeor coon. The at the top o 1 . �t >trtive Sash members veeare of ahtgl6 Mew coped C=Or COriR MCtt4Yl. ON,aua►d+aaativa each Wax'o•i[i tarfor glazedualng VW (BSB) thickclear a� 9kwv th tdl%otie :Both the fixed lite back WOW and a emp4a rod v1PY18 b8ad• +1112,100,44t; . fib • ♦ �• � . odw* PL 82819 Q , pR0ff$$10# iLS IN WE SCIENCE OF tl O NG , ' •.•...•..,,u.wnTvn-,�.......,v.�.:,,_.. ,._• ..,...�,:.• .,... _......... .... .. ...._ .. ,.w ,w.�..r.,/...•__._•r.-.... ....... ...r..,....,,�...Lv..•,..«,.o,....n....,....,.....•v,..,...+....,.....v........,.,........,.,..,,.w.•......,.•...,,.,,........•,...,r.....«.,w...•h..w,.......,.vv._..,.,..,'........._,.,........,.......•..,...,_.•......:..........:.,..,»,_.. ' to -)it) uua 1•,l.tl. a.ttt�wr»tw �I.uVo/01,>f _ ~ 03/10/87 08:18 1&1 407 323 0574 FLA. k:Ji' J'ltlWlsttB l� UOStO� 8' •' .Ar SERIES '1000 SINGLE HU14G WINDOW, • Q MITI' Wtwoows •sY`Ft91110A exTttuagas r 1• q?:� ` 1� LANCE FRAME C{?MMOD17 Y SIZES k 's . J�CTRUAERS INTERNATICNA4 •ANC. . r s ' : • . R , FLORIDA , IV1lL>i;STONE..1d00 SERIES S1NOLE HUNG R05 11MOwe6 1 � LocATxO s _._.... tss 1/sir 26 1/2' 37• S3 " t McIotl ........ ♦. .:, ............... .. . • 4K.♦ ! ♦..♦.�. TIP •s Ott ... Effl El :::. 12 012 22 33 If I ♦ ., 13 1N3 23 33 ,� • . 14 i"4 24 34 y, '4;' . ♦ ••• 243 345 i ♦,. '• • 1!f . 1N6 28 35, Ott ,.♦ ♦ ♦`♦ Yatrr HePotrr INC"CA'MO COMPLtArlaQ Vv."H THE ABOVe *TA•tEo w.'rMtas trs AasoRw►lvcs wtrH.�NlsuM,INa 1ot•by i ,. '.Yo• e Ct tE AWW VAtt l&A Atiic STRUCTtiAt.O>�l3tQN t C1Ap Q HAVli NOT' 8l 1 QAPPPO 0Y WATER P4AFOMANCF. ,:.. WAVER pREsSURE RWWREl44gW OP 16% (W DOM14 LOAD CAN NOT EXC °M THE WAIV PMCAKg4cg LovaS td log 26 38 STATED IN LF.SENO ASOVEO •' PtIt4PAitltb! HYt .: . ' •' Pl'tODUCi' 61 APi+ttCATtON tti�ECitNSERtAit#, tNQ. • '• ` • •. 1?li W<T,SI' KiR#tO1TFt tJWli 1 , ♦♦. ,�•. /; l.Ait3 MAitY1. PtO1R1D04 IIit119 s ,+♦ �•� • AAX407 t00,om TEST BUCK , . 4 ) i0 . 3 s __J The test specimen• wtaslc zata t to the test buck using Jw �l a� �� � ) ��-�-�Ls.1 S . � �+ % loaat: 6 ssno Naxewa� located aG �, i » wr+► .JCQ�►t�'$' S ►I N ' lE:7lJu 494- Vie `• B X Z I't 4 d ,.p s METRO -DADS OUIM REQUIRED ova• Sal tjjjfi= DATE s 3C8 NO ♦ : 0 : Fw 1/2" Front fteinge {Tfa-�t0 lip) for tneaoory Qotwirualtart. .�� CG'ANYi C• r El �� t - MOseohry height* . tnewsura from top of procad $I[ NP to lintel.:.t�'t' CLM OPENING r �. � V Morwfoloww Pocorxu WWO inutalla#iort on o bevelee<i 1 X 2 buck ship. t ' s, „ s NOTE: 6 * 7' W 0" *0 is standa d. TEST DATE i ce,,,• i� ,� Egre a 1*tdow 4) We. SQf* Coda I .. . • � f. � +• . =Ai ,%fit . awuwer+a«� SH 1-Z est.,.. • {�i>z'•* COMPARATIVE ANALYSIS C 4ART IN DESIGN PR�BUAE � 1 'LEST RVORT NOS: NCTL210»4872 7 R95 T99T SIZE: 37" X 631/4" DESIGN PRESSUAI»: +$5.0%4S.0 psf GLAZING: D0 ANN LED WATER T>~s'f PRES"IS 6♦76 P$F (LAW SILT.), REiNFCiRCING:• NONE 13,lS P9F (HtGH 5111. CONA3URATIAN.1/1. ' NOOw wlv > 19♦125 zs»sou 30.6w 37.000 JIM -"NDOW HeIGHT , V 26.000 3147.02 2119.06 ' 182,55• 10,64 311.43 176.68 141,98 108.31 44.000 311.4.3 167.02 132.76, 99.5T 50»625 311.43 162,53 .126.10 92.43 y 59.000 311.43 162,21 12249 $0.03 63.000 31,1.43 162.2'i 122.46 86;08 • • ' • ' ' ' ' ' • • • ' t •r..•••r•r.• ••••r.,..n+.ri«.• r ••uwr..�•.r_••. «.wm• •♦ .•••• • ". I • • ' •• ••+.•r•r•r• •♦ ♦r•r-♦.••wn••nw •• r•••, .. ••rrn •n • •r •rr•m �•• •.•• •r«•rw ••• •••r. .,n ♦ ♦rn•..• •'•• n •. • 1« •" • rrr• ' ♦ • ♦ • • • • m~rv•.•r• • • • ' " ", • .' , ' r , • ' r ••• • • r.. •♦ •mn w• .•«•. «• •w_•...v. •••••..«•• r•Vu... "..•r.«. •••, ". .+n• rr . u• r • •r.. •• ♦ •• • ♦• • • •-•-w«.•�w.+V•n+ r.•�•'r•1r�rV♦•�••.•rrr.ryn•nn•...,,,•wnw u.•..r"..•..rr..+•r�.•rr...r.v.wr.....r....ww.•»•Vw..,nu�rn•...n�r•v.a.•Rrr.•.•n.w,•M_+ l.w«nr.W�•n.ir»•..•+.rich r+•,.•.+r.••�.♦.•.:r.r.,v,,..••.�rMrw rn••rrrr.• r. rr.i•.• , , ♦ • : .. w....,•... V.«Y vY { .4 A Ar/a. L.}A1A1JM4AAM Mkt! V v V! V � V r•. r +.. v ♦ • . • , • "V - ,yY• •, •y�,y •w. V 1 • • ♦ ♦ M•. • JII►AA�L YLtA\N VbV/ V,;kv • , •• .. F , � • • ` `. ;r .....,..•...:• ....•..."...r�.r...r....•rr.v......_. r.r...•,r • ..• .,. r♦ ,••M ,r.....•.,rr•,r. �. J�G LABORATORIES . nrATra�vAL cERrlFlEa r�� .. . �� ' h'tosida �ctxu+deza ia� 'xn�. II�YCTL-halo-zs8f orida� Aers" 2 � Iat�cutio Iuorpaxated 4- rG�L 140CSMINI SOLfVAgD• SUITF- s * ORLANDO. FLdRIDA 92837 x�••1$80•�. , p PHONE (407) 240-IM • FAX (40y t4O-M2 , One 1 WOW hde taeWAAng 3/1(r X r aad maP*Ing a Phmd s weep oovex was locaW at � y ' $(C wad 9-Iff &M each end of the exterior sill WWL 0ae (1) wasp hole aneast�zing SIIr x 1-311f1' sae prnrat test st�oxt �w.. NCTZ-2� 0-1860.3 tear test x su is cad ,Qtrn�rtturl•Nr�T +1+��'r R�IPQR'l�` � was %caul• a6 r and 3i" hom sash and of the ten $ill taraeDe;. *Teated with and• without hwwt ecreste. � l> 4R_.�t s F 1�tISR: White paintad aluminumIt n taut weinawa Met$ the edoraance criteria level of 00 of the ANSI/AAMA 101-93. . a�rQ�T xa xt�xaxas�-� p / T9" DATEt W20-90 SWA .AR frame come" wake sealed with a sataM" swat. a0a�n. • � �o�.T �aAT�: os•osss � . • i:. P1itATXO1�I DATI£: Mao-00 z An insect screen meaeur� W wide by 4:8.81-r high was of mitered tppe' Detailed dra %*w were avaikble it laboratory record$ and empaxtd to the test specimen at the � ©wcaer Goaorstr<xation with aiaa ewes key& The acreega► �oao►ployed Sbarytlass awash cloth with a tratte ofthis.xepoxC. A SPY of this report slang with representative sections of the test spadmext will hollow vi0y2 splige. be raged by NCTI. for a period of fotur (4) years. The results Obtained apply only to the specimen. y'' �: r` 0"328-47 4 �s Ploxida Extrutdcr$ Inc. 'Xnte�cnatione►1 LiQZ Z= Sanford, P'i 52771.1604 NA.TIOML Chi 1? T STY»Cx !k+2,2.4.5.T Olp�rat.ing 1+'oxce LA801tA.T0 C t t;igiit Ai+ra 1°aanal 10# Max. 20 s l ' - .'Pla ride wders xnternatind Inc. $ Seri" 4m "tone 100(r Herboa�tlel Leh rp ifa�t 4# 1Nux, T� Sliding Aluminum Prime Vkisid(w CryPe XO) US-1t50. (Deaka PrcWAM 50 Of BxtedOr & InWi0t)Air lvanuom Q : ' '. 0.67 p (1a.m 0,08 CP r o.3r x OY cCATlcbrtr ANSVAAMA iol s$, "'Vobu ntary Speci&adofts:%x Aluminum and Poly . (wayl Chloride (Pvo Pxime, twindowa sud 01ms Doors.♦" 1.67 p� Cry raph? O, i8 CFM/FT 0.S? �FM/1�T I?i £o nayter *e2.1.3 �t'ater R • (5.0 Gil . . VV7'�' � 286 pef No Entry Ha l�atry epr ', . • The tat sp6dwoa tww W" a we 10" hoxbontd dift a)ulminum pY'mA6 winter ' ' �• Portewy measuring 7r wide by 88" high overall. The active panel measured $640 wide bjr 89.W high. 2:l .4 Uni�oarm Load $txuatc>aral b'i6'1 l�or. Blvd, =a.of ZIX wide b 67-IM 2P.5 psfBOWar 0.019 'OZV OrY+tad , l�'x► SM9 tdia a vutw,n w '1`h* fixed Iaita was glazed to the frame members, p>i`tsv � 9 Y " . • 8 ' 22.5 L>�terior 0.018 0.282" _ high, 1• ra�me and sash membga were Aot thermally broken. • Onp metal cam :type sweep lock wtye � a located at 3.IX &o to each end of the interior meati ng stile The keepern wore extruded onto the ons. A d vinyl cap was &owned with two 2) screws at each *e2.2.'kli•2 Degla ag Test cxtt4or yansestiag stiles at lock �iti rigs y p ( , and of the act ivo panel top rail. One metal ro04rlp)asde houeWg was b awA at each end of the Aadve Panel , :t 0vo panel hottxm niil. 11110 framo W410 of doublo wow 'TOP 1isil (70#) 7.8% (0.080) -c1000A Down hail ('I00) 6.4% (O.W) • 4100% panels war* of douhlo screw !pod t oraor aunutaru'.400.. Tho OUVO panels wo,r* of double revr Jamb Stile (8o j 9.4% (0.041r) < 100% coped corner construction: The fixed meeting stilts was fostenod to the head and sill at held -span 3& Vr tram each ja" with two M screws. fleeting WeW6.2Yp (b d81") 100°li 1 .3 w Water Rubtsm • .0 Grp 1 i INStALLAM• :lie frame was mounted I tlo the wood teat buck using ten (10) (08 x 2") flat �' � head scczewa, WTP = 9.2b paf No Entry lJo Entry tai l Both active panels and ft9d panels were IntoriO r glared using 3/1'r door annealed & 4.1 Uhifeum Load Struatutut gleA with an adhesivo silicone and a snap -in rigid vinyl gbs< ing bead, 75.0 psf Exterl r 0.180 0.2W 75.0 wintedor 0184 „ t Single strips of eenterGn weatht"trip (O.19tY' high) wa re "isd >at the top @ : rails, bottom rails and on each active panel. Single stdps ofpolypile weathexsarip• (0.1w high) TEST CCIlVtltiY,x+'T�D; OS-`lq-fill were located at "ch jamb styles and each meeting rail lntoslocka. .. �. • ' PROMIONAU IM UHF EVE OF TESTING • � •� � ..___•.�,n._.•_r.. ,. .. �.«,..:.�w•�..........,_«.,.....�.r......'......_..,.��. � � .. . �..� .�,..•. n...., . � «.. . •.._uM. r •....._..._w......rr«_r.w..:«....•...rr.•r�..«_��� � � .. � • � • . � • ' .�... ♦ a+.a• .4MAaw✓.wa1./ �Cd VJ�•I•I VJ•V i•. • tw -ram.•."..♦•a«.....esw..v..rw..h.:/a.w.•«rs•' �h••,.n.a.•�.+�.�.,,r....,....._.•.»•.•..•W. . i . . • fir..; - I .t..� • ,.. , . ... ... ,aix0%R•1 va;1u •'W 40 JXJ Ube 4 r�{a: ra,iHuurtta �aJ �l�ci uxu i : .UI ►Viet Vv.a.v yA •�V! V..V VVt A Fl.t>.w7raAAtVY1.AW +JVJ.V.V.LV d Uj ' :Y. '. ° • .: ; : • SERIES 1000 HORIZONTAL. ROLLER WINDOW • : a% { "�.::,.:;x' ,' t our a • �: �_- '%: ,.,, f.:: r v�ir#oew; sr FLaXIoA rx:Auoa�s FLANGE FRAME, MODULAR— SIZES • It �. , i ` it, fit t timi" ; .••� •; •:'ti' , t t ....•.n...» 21 4 'of V t ' '�. ••t. t;"a `'+•r`y''. f 1 /�jNd},G `r d i I. i►���I(%j�/J �ih.,.,pp,y.,,♦..1M1.M♦N N1+A.MNMM . •+M.�/+MwrwF.M�MM IP,.. j v i 2 . �•. •Y1i: ��:, ~T2ST, • DUCK ivt,.••°s yl�t lib• A t The ties L• speC3.mcen WOO mw n •�f `;; ' .;:: -•;:;�si` buck ual.rnq"%7�k (r /d ) .toot located at location shown screws XETRO-•D,ADE COUNTY RZQUXi2I:p �'`° �• t, � t � ,:• N�+j•T'.t4NA2.CP„�' T�PIED ., , • • Q it't1• �:.tJ •�•?r i•ati'%L n � « ^^�1i� 40 t, ., ` CO.t ANY: D 3G ... z�::: <r•. : ;'� a .v t S J ''� V �► 4: ;�rii>•�; !rr ■!r I������ ;�/r�r�l/� jrrrlrr�l jrrrlir�� 044 -Ilk ;�t;r inl��sn ;r■ w■ �rr�:m�r, irralr ir�ri�N� �r�wrlLl ) MAO .. �ir;r; g itBliir�;r:r';yrl�tA'�i �� lrlt�d; �lllf,/; rl r../: rj, r200 5030 :! 4030 M r, jaaj9j ii��rl lNrritr�; irrr;rlir i(iii rri�iiiliri�t' r:rj lrlll:ra; ;yrrt:r �i Im�r�; rrrla►L�; rrrtr��� jrr�Ir►: r:rll !1Nriraj i r1._�-J, IM11�It►r...all ■rr;a.._.A� ,rrlllf i�..._a ■r �I� riA; Llri■�i �!•�>rr�i j���M �r�:�rr, �/I.rrr; l>r��_M/r . .4 5040No :. `Nr!�8� ISAjl�� �Ml�11/; `%%■I��N� ;>Eiwr"rMi! It�1M�rMi r:r; 'rr�r�l ■�r�r r1�;r�; �rrrrQ� ;Nrr`ra�i ,�rcwr�r►�, r•r�� t�rri��i� r�rl� r��.�� I�;�l �rsl'� ! �r�r�; !�I�riirir� �>wl���. ?rr�irs•r� �rr�•rtN, �rj lrirl it ��c (rriri? lriif�iaw? jMrrlSr�I; Awi i;li t ir:r' Ilw�!is; ■lr!v�� !r1lrr�l �rrrir�r� t�rr�r�r.i ■�I��rr�� r . N rs�lr �r�,�p� r■ ct�aj Irrritit�l� ■rr'�di �trl yar;ir. ■r•4i� ■11it1lMl ;rgr rrr� �rrr,rMlr} rrri lllm 114, - �!! :�. ire; ■r�hrr �r._ir�w� � rrlr�� ,�nr,r�r :w�rt�r�w 3D.ATM: 1111/�8 6 ;9C . 1/4'=V-V SHEET s " I.. . -. 1/t Fmt Flange Cfip-to-11p) for masonry construction. j '.1'Y::S'i? Dl4,TE: `"a� C ;: t+ "My heights measpro from fop of precast sill tip 'to lintel.-Na Gt.E/lI2 OPENING '>r;Y�`'';ts:. ,, t „ l�attiftrctur+er resor�n+Mds ht4tatMtior, on a bevefad t X 2 buck strip. sy «..•� t �.`` y,, ., • .. t,. ! , � �_°�.^::':f„�'`��"tr`f•��F••at.1•,••:F�; �.l" '•;�trr "�i•..'. •'C: ••� ,°• �. •• teas 7{ 40w Life, 30sety code •c� 1 rs7,r, ."�Ti.�i!y" •t•••p •/,Y'i'� •3.ii•n; .�, ••�•'�•'`,• .'y (i/ "g► 0` Lifode ot1 ,; i;o'f3r� •♦Y,', t>/LS,�{'.'�•i.• wl ♦�:l'i 4•: •�:' • .e � N ! �`.;t..•f,,� .'i d) �t.�. rd•' i', • 4 . � t• . ! , Y, • •i ' •. i . • . . ' � �:iii� r1.• • ;,rp,' �:• •vS.aq�•y�! o`iir�'1.7:':•e vi..' :•�. .�r.'t;'', •?: •.•,.• f;'� .. . . t • .yi7,•t' a• �c�(.,'C`?ti .•ri•., Y.J.; : ,ys%'' ,.'1��.•lin •e .• .. .. ' . .r ..r..."t.a f .. . c.•. .' . .'s:.. .. . ` • r a rv.:i�.+.. ..'::�i'A w%�Y ar:rdn. .. ..� . r.. .''i'• .: S. '. .. .. Pt 1 ' ' .. • ' • '/ , .• ' , ♦ ' ` • ' , • • • ♦ • ♦ .. .w ••n•.r n♦• ...w.•.,vw•.«••n .r .,n«.w�..r.. ,rw♦r .. •w .•.,• ..•r •, . . • , ..•.,r r•••r .r.. r.w w.r • «., .'.......wn•..v ...w.. ...,..... ' ••..♦....•.r+.'.•n....w..an.,n,•,. w•+-+♦«., w«.rw♦♦,•.♦nwrrw....,.n•w.,+,...a...v....�r....v...u.nw�r.•.�.......+.r.•,y.•w..•w„n.♦.n,m... ♦, r,vnarn.♦M.....worn,....�urHr.ti•ww•rm..,•n,�..,+��.,•«r,.;.,r..ww.,w.+..u.v...M•.♦..�...... •,..tirr••n�w,,..v,,,.• > • , • . • .. .. „' .V1 LV•-At VV,..4 "A, -AV l 04.4 VJ13 t'lnA• ,L•s�lltt.}U1d ilJ V��i�i}.�:d ♦ . y av• v♦.v vv. ♦ ♦�..s♦ y♦,aa�Vya,a.y 'kyv�4� viV '..t lam., ..,»,..♦» ,,,.r•.. ` N TIOMA� CERTIFIED . TESTING LABORATORIES % "OrI& Be;ruders N_ 140 ( OAM tWUl EVAf0 • ig=F, 6,*ORt,AN04. hi3ORIDA 3ae3t uteraatloussl ZncgrQoratgd ; ,,, , PHONE (40 ) 240-13S6 • FAX (407) 24"W . M • Z�.t� Degtardlo�g T8� • ! ' t Left Active Ptniel ' ! Double sic l" of poiypile wt e>rstrip (OAW ldgb) weans located At each int wlock stile, Double Top PAM (500 2.49& (O.Oxb"`) a i0096 ,. Bottom wit Ow 4.4% (0.0 41 < 100% ships of p (0.380" him wee Located at each.jamb: ' Dauble'•aticlps of flea le rb�ay! weixheritiip *ere located at each bottom raiil.' Double strips of Olypile vveatheNowip (0,2w 13igb) were , ' daamb Stifle (70#) 3.0% (0.0191 < 100% XtWORT NO: • XC 14-210-102•-1 Q located at each panel bop nail. A polyplle dust plug maseaacing I-2A x 3" X..500" high was losaw *t the 194 X*oftg Smile (700) 44% (PAW) < 100 T pAT& 09-M4 under each h%1*rloak stiles ` • vwos .T DATA: 10-26.94 , ' • ' Cauter Acifoi Panel EII�►1RATXUN DA' z a8- 96 zwk : One weep notch x� 1 ur X log �fut was,loaded at each and of each sill vextic$i �rol ',fop I (g0#i ' 4.096 (0.025") 10096 f leg, halt. (50� fi,Q95 (O,OA�.") < 100% Jamb Stile (700) 1.4% t0.00" < 100% �. ON N s 94.0823 47 Whit* painted Auo.�i Urn ? meeting8ti�le (70a� 2.796 (0.0177) •410090 ' ahonal xJtiGOrl30ra : A small -joint sealant Was:ippli+edi tq the jambjsill eorneta.' # . �. Florida Di t� sders Intern 2" 16TOW46tt Lane ' �. Two {2) insect 8csceen8 �!*�i'i" ands by 7'11•il4" 1>�igh cad 4'10 ;wide g ?'i.7.•1%4�" high bear* Saafoxd, FL $Z77i.�1fi00 . of coped ovalep VP cori:ar Top irai stile comers used two (?,1 acraetts. Bottom x�elillatite 3* Water Resistance 5.0 zMgm-cm: Florida Extruders lxte,tuational i nteorporated's model "i,5080" Alun >wu m Sing Mess corners •used a sWee screw. The left etra�n' eusplayed a plunger' tape'loek v4th the keeper attached to' iha � 1i1� ft 7.60 psf I NO Fni y pia Entry' Door, (Type =O) (80430) jamb. The center screen eb*oy'ed a pieta pull bandle�, One (1) meW single'roller•was located at each sod each bottom rail. $A! Unil r mt Load St rucovai �' +'IrCA'CfON: AN'3uAAMA i.U1.-9S, "Yoluin aty' Spsci>�cations for Aluminum and Poly ('V'itilrl f 45.0 psmatedor ' 0.87.9" 0.ss4� t blor'ide) (pVC) e' Wntdows #end Sliding Glans Doors". 45.0 pe!'Interlor 0.3w , • 0.984 r 'l," W COWLLMM: 09A3194 • The Semple tested was e, three panel the =O" alumiz u m arliding door r "Mama �AA��A►� A VAA>Y -MAW ` I5'o" wide by 8'ti�314" high overall The left callus and right pa>ael natured WO -Ur wide by 7'11•14"high,;. Q'.ASYib ''Test �iexfax'm►ad with cad without erectceem► the renter native panel ><aowured 6%.112" wide•by 7'11414" bixb; the fright Road panel zwo med tS'O-Ur wide by 7'1.1-1./4" bigh. Frai>xs •skid panel xael AIM W��ce� Dot th"Mally broken. Thp fixed paaunel was seowred to the 22♦9.sa , OperatWe vorce ''kart speamen raeeto the performno criteria►14VQl of SGb•V8p oithe �� l01•� sl►e� ucaum jamb wails three 2" long aluminum retainers "Ich fastened to the jamb stile with a singe scsa�w• One Active i'auelu DdslledDra ' wese available for labarato ricOrds and eo aged to the test is at the time oftbis aluminum retaining angle me�uvW91" x 1" �x l3/4' x 311V thick was hastened at saoh double interlovW901 To Open 5# Wit. 3t1# fi mP section with a siugls ,screw into the AIL Cane plunnger-tyrpe sem pity lock wax fastened to the left adlvis lock in Motion 4# MM. 20# t along with represeniattve seatlana oi"tba t� sped>aaettw%llbe xetsinedbyl�YCPI �►�py o£i�is repor stile v;I th't'Ihe keeperle faaned to the left jamb. One adjutatable metal si4st roller a oseuMy was used at each for a period of four (4) years. The results obtained apply only to the apeeim ct tasted. end ofthe active bottom rails, The hraisoae was of double screw coped corner aoustrutdon. Panel top raillsit's e . Z1.2 Air 1rAU*tiaau corners' Were of double screw overlapping coped corner Mustrucbion. Pmel b0*==Wet& cornera•were of 0.57 pegCis soaphi 0.07. CFM/FT �-•---- IM 0.13 cwm= 0.37 MW T ]I�TATiwNA>G l TFSTINO' single screw o v�oarIappi�ag coped coiner construction. The frame wes mounted to the teat buck using S�•twoLAS pef il# mpiaJ ' (b2) ♦(#8 s2") flat head•scxevve• � � • ' *Water i adotmw - 5.0 tPHt.O" i"s . ' WN 3.06 paf No Eutary ' NO Natry All panels wee charnel glexed g 3l13''tl ck 1persal clear glass,av#h a iie�dble /l' Q1 Z; bead. . 2.1.4 iTnifaxm load SStaruabxrei' 30.0 W " 4 e . . A f �.01��lklteaa•igr 0.079 • � + , PROFfSSNfNALS IN Tiff SCIENCE OF 10l7N6 ..... ...,. ....,,r«...r..,�....»,v,..w.w..w.,.�....�♦.,«.,r...,.....•....•+..,ww.♦......,............,.wt:'.•..�.,....«.. .t.,..,.,.. ..«..A..r.�.......w:7..•,�....«.r.,�.�.. ....r.�•...... .. ......�.w,.,.... .. .. r,....•r«•... ........ • , . '•.�,....t..�..---...�.�..;-.....w....•.........r.w„+.w.w.....••.•...•«.•.....�-.-....�.,,..♦n»........-...,-n,..........,-...,...u....,...,..r.,•�..........•....«....r.,.....,...r......................,.,.,.....,,..........•..w.wn..�..•..,.-.•....,�.....-..-........,.•....•....w...........r.,...��.. a • .JI .{.V! J! uV • •.r � ♦„01 -1V t J.4V VJ1 d 1'Ltl: 1:+1ta�V11L'tW �YalV*O ly .. AL,_FAROOQ CORP,, • • iOS 262 69?8 P: SERIES .1000 '. • � � PI.ORXDA• EX'fRUD�ERS INT.3«-?:Z-»9fi r - SUDtNG GL'ASS .'DOOR , . �. .,• TYPICAL BOCK WINDOW,• INSTALLATION .. . 51�.•IUDNOGLASSDOORMC►l38L.'�Sp89 a :,Y wlKnow: �x �ioRt��, axr�l�sERs �,S„ N1W BY --PASS 'SLIDING 000F,,! t: coxa►,�"Trva,AWALTSISc CVART A. I X 2 BEVELED BUCKSTRIPS S&IALL BE• PLACED APPXtOXIMATELX 3 114" BA=DONriCTL z10•-1dit-•1 S (LOADS) . •,• FROM OUTSIDE,OF wAll OR B'Y.FOLLOVV'ING LIP OF SILT,,.. ' T== in Ica" X96-Aw kAMN) .--•-��-:•49 $/4' 61 3/4"' 73 *f 97 3/�4" " III 3/f �kSxXAA11S�+4x.0--+►.vPSF o ' ON7FS1s: WA'A3R 11JF1.1•'TRAxi .. ' . s,;,,.� . t�f" .....,�..�,�,�» ....:.��. �'l'�' ....�� 7�,� .... ,�� f �.,r►... . � ' sr.�,rm,� sett : Aso ref (Ntr�mx„ 210-;6s2-I) S) , • : � : ,� •; , 40' ' IiI�-XtISi° 3B.i. :15;Q PSF tNCIL«-21A�-1b90 »1,2,3 :::•, 8.• ' BUCKSTRIPS SHALL BE SECURED TO MASONRY WALL USIN, COIL NAILS LEAST l 3/811 IN LENGTH AND SHALL 14AVE A MINIMUM SPACING OF 16".' -C: INSIDE FLANGE OF WINDOWS SHALL HAVE A CONTINUOUS BEAD OF CAULK AROUND PERIMETER Or wiNDOW, b. WINDOW STALL BE PLUMB AND SQUARE IN OPENING WITH MINOR •ADJUSTENTS MADE TO COMPENSKfE FOR. REVEAL. E. WINDOWS SHALL BE FASTENED TO OUCKSTRIPS USING # 8 X 1" SCREWS, FILLING IN ALL PRE DRILLED HOLES MADE BY WINDOW MANUFACTURE: F. ALL WINDOWS SHALL 14AVE A► CONTINUOUS BEAD OF CAULK APPLIED TO THE EXTERIOR. PERIMETER OF OPI NING. -� SLIDING GLASS DOOM. INSTALLATION A.' 1 X 5 BEVELED BUCKSTRIPS SHALL BE FASTENED TO BLOCK WALL, USING TWO COIL NAILS AT LEAST 13/8" IN LENGHT AND. SHALT: HAVE A MINIMUM SPACING OF ATLEAST 16". B. WHEN APPLICABLE SHIMS SMALL BE USED ON SIDES AMID .HEADER, BETWEEN THE FRAME AND BUCKSTRYP AT EACkI OF Ti-M PRE DR,XLLED • SOLES. •• • C. FRAMES, SHALL BE FASTENED TO 13UCKSTRIP USING #8'X 1 1/4" SCREWS AT EACH PRE DRILLED MOLE. D. ' ALL SLIDING GLASS DOORS $HALT., BE EMBEDDED IN SAND MIX ( MUDDED EN = 0 � o E•,.c IN) UNLESS PRECAST SILL IS USED, WfiERE SILLS MAYBE'CAULKED. ri�IATE:: I�. ALL PRB DRILLED HOLES IN SGD 11OTTOM SILL'SHALL BE SECURED TO THE �/� -} V SLAB USING (3/16 X 1 1/4 } TAPCONS.. ALA: u W SHEET • :. • , � IH " � Qom+ �. 1C068 XXXX i2 " I XM D.R. HORTOro INC. #.ri �.�1 .y N tj MasontY opsitings aeon for 3/4" P/T at both frame 3 and frames head. �' 6250 HAZELTINl; NATIONAL DRIVE • ,• �tculufaaturer s+eoomrnstlds htstaltatttori • on a betted i X 6 buck strip Y SUITE 102t�'hi ; opsmirtys allow for drywall to. against bath frar** jambs artd from head. r ORLANDO, EL $2$22 door . a ! the @ ♦ ri• the h ttd 4 � : . y t; rlthert t+ar+aeTa , Move tha weatcherstxip in fire frattle jon►b 9 rMest ; �.;' � �:=j•+ iiRl !il#iF /ri!!RR ■i#iiFa■ ■!!!!!!! �."•r- rrff illtrt irrlwr !r!!r1lM >ttlwtww■! �';� � lilt „II,t iiN{qE Irlr■ ■■ !■!rlN1lw . • & • • . t ♦ i • . • a • • • • , ', ;,'.:.., rrlAt!■till!! ■a�tr>.IRl�rslr ■M■w�■!rl!!!! ,:.•;: � ', . rlllltlirBrllS ilN�INMN■Mt■ !!!!!!ram!■>Fw '. •,:yrt^(,;'� !!ti!Nllfi■ ■�!!illir�■ N!R!!!!R'!M!! _.,.,:.F:::+ r�rics�i##rer !asliaNrriN■ rrrrrrrrwMrs !ltllrwwwll■ ■IfNlDft/t��� !!r!!!!�!!w! ' • • • 15 •' • • _ ,A• �`: fi 16M am •tr4 V T !A,� .,::;,n�; �.?: trtut,rrrR, rrltrrrsrN;rrr ■�>l,rr�awaww�w .:�•:;f'�.'S' it/lltttl111 RrRIiiRliirR ■ltliNilrwifRNN■ ., �.r....,..: i11/Rtt1[trt INrlril>A�Iit4R iwrfr7lrlNlK�rM .'�. ,,,,,,y.,,;r. Irrt„Irlr,t ■rMrRlrNr;rJt rrwsasrlwwwr,rl,rlr ,'"L.^���a• rw■w■wif■ 1lf;l,ri�rt MN Rrt■■lrNw!!!w `� .� :�a��•• �c!!!!!!!r ■rNawlrrlrlatl !!!!alr�!!!■ ...,.'��;.�;,.,,,, �!!RI!!trlr t11r',tl�N#Ilil!■ ■■■rt!lllw!!!! •::,-1.;< rraire��■ MOW XXX Ism IVI"lo FL • c;.. •_• �'.-r `� iillltllllll /rrrtiRi�r/t irMw■wMriNi�r }«. Mii !Nf/A!!lrlfir■ �� •' Irrfrtrllltt rrsaMrrrrrrr<i ■l�tr�rawwrttrs■; $ r DOOR IM.C. 3 r PANEL WIDTHH 3/0 $116 410 416 0 A R 5/0 2-:141` SMI L AUS R 4• R lT. f ,1 .0 .1 50.0 $.6 fto ?2.5 It's E $50 91.7 50.0 W-41 66.T 60•? . . ?1g 3/0 31fi 410 410 610 2l5 ' 810 4/4 416 Wo,, • s18 418 ff-0 1 610 8/0 - 50--0 0.9.6 s9♦6 88.5 $0.0 81.1 61.i 84.t 00.01 65.5 50.0 S1.0 18 +i8. 4 ♦1 9 T. 64 des, '43 _47.1 $0.0 80.0 5 •2 S3. 6 a7.8 47.9 47.9 44.Z 44.2 44.2 44.2 41.5 4t 41.5 4i.& as a 37:7 . . 34.434.a 39.0 aza .7 31.9 SOAO 4a♦ 37.7 3 t♦$ ' 30.00 aa. 3T 7 3a.4 3 • If frig s TMTM allAL1TY WINDOWS ,1tY FLORIDA EXi'RtiOERS a ALIT'Y WINDOWS By FL4RI,DA EXTRUDER$, � Q ALITY Wt.NAOWs tsY FLORIDA EXTRun:iRS � � ; SERIES 1000 • SERIES 1000 SERFS 100 2 r ILI t SINGLE HUNG WINDOW SLIDING GLASS DOOR HORIZONTAL ROLLER WINDOW N ow, ON 0A. ♦ RATED' C30 30 PSF DESIGN PRESSURE} W!T!•I` APPROVED FORCED.'ENTRY �� - ' • RATED. AT R45 (45 PSF DESIGN PRESSURE = 162.36 MPH; 23% GREATER ♦ RATED. AT R45 (45 PSF. DESIGN PRESSURE • •=• 162.38 MPH, 239 GREATER. • 4 3 f 4 FRAME DEPTH ON 2 TRACK DOORS' " �a � M . „ „ ., THAN 3q • RATED WINDOWS} SIP -•� -� u a xta THAN 30 RATED• 1k!)OWS) STANDARD .WITH DOUBLE SWEEP LOCKS ♦ 6 5116 . FRAME DEPTH FOR 3 TRACK DOORS, 6 13/16 FOR 4 TRACK • DOORS ♦ AVAILABLE; IN R5s 5S PSF DESIGN PRESSURE = ! 78.52 MPH) A � > �X�' � �' ' q- C >s �, ti► AVAILABLE AN R55• (55 PSF ,•pEfi1t3N PRESSURE -= 178.52 MPH). STANDARD ♦ UNIQUE 1/2 I+R4NT FLANGE FRAME DESIGN WCtli. SNAP -OFF FLANGE FEATURE � NO TENDENCY FOR BEAD AT SILL FOR IMPROVED S rOt�IRY AND FRAME CONSTRUCTION • INTERIOR GLAZED FOR INCREASED PERFORMANCE,,�� WITH DOODLE SNAP LOCKS R ROVE INSTALLATION IN BOTH MA.► INTERIOR GLAZED FOR INCREASED PERFORMANCE; NO TENDENCY 'FOR BEAD 0 AVAILABLE IN 2 3 AND 4 TRACKS AS 'WELL. AS POCKET UNITS PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS �,1�t° °.���, +r rt INTER ♦ FRAME DEPTH 1. 7 d* 1 /r' FRONT FLANGE FOR -MASONRY; CONSTRUCTION'; 4h' �i �F•�, � --- PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS ' • PANELS WAVE UNlQUtw DEEP DOUBLE -INTERLOCKS FOR STRENGTH AND / • FRAME DEPTH 1 '7 8"; 1 2" !: RONT FLANGE FOR MASONRY CONSTRUCTION,- REYERStIIIaTY; 'DESIGN: REQUIRES N0. ' NOTCHIf�tG 1 1 %$" INTEGRAL NA1LlNG FINS WITH 3/4" SETBACK ON FRAME CONSTRUCTION " 5j. >.64 " / • FULLY INTERLOCKING FIXED RAIL ANO MEETING RAIL ARE HOLLOW AND HAVE . : , »::°. • _ 1 1/8 INTEGRAL NAILING' FINS WITH 3/4 SETBACK ON FRAME- CONSTRUCTION ' o A NIGH GRADE BOX .SCREEN WITH STEEL ROLLERS AND DIE CAST RECESSED °`'° ' -' - a;. AN MEETING RAIL ARE HOLLOW AND HAVE DOUBLE. SCREW BOSSES FOR REDUCED TWIST .AND MAXIMUM STRENGTH .,..,`r .,,l k N '4 0 FULLY INTERLOCKING FIXED RAIL D M ET A LOCKSET . IS A STANDARD FEATURE � � 9 W BOSSES O REDUCE - TWIST AN MAXIMUM STRENGTH • EEP G POC ADHESION OF RAILS TO THE GLASS L • MEETING RAIL. IS CENTERED, NOT OFFSET, DUE T,0 SAME SIZE JAMBS '"�'" 3 DOUBLE' SORE BOS FOR p !3 D ER LASS. KET$ • FOR IMPROVED WHICH RESULTS IN SUPERIOR APPEARANCE d ♦ DOUBLE LIFT RAIL STANDARD IN. ALL PRODUCTS FOR ' EASE OF OPERATION e 1 11Z EXTERIOR SILL IS STANDARD; OPTIONS ARE INTERIOR FLUSH SILL " N S � I � � . • " FOR EASE •OF OPERATION AND UNIT ORM APPEARANCE 2 AND 3 TRACK ONLY), .2 5 e AND 4 5/Ir' ADO ON" ' .RISERS . ♦ DOUBLE PULL RAIL• STANDARD IN ALL PRODUCTS _, } / AND UNIFORM APPEARANCE $ , ♦ DOUBLE SWEEP LOCKS STANDARD I ♦ . RECESSED DIE CAST. LOCKING HARDWARE ! � � � O°q � .2111 . � � • � � � � +► REMOVABLE SASH WITH BLOCK AND TACKLE BALANCES ♦ OPTIONAL WOOD PULL 'FOR EASE OF OPERATION AVAILABLE FOR STANDARD • DOUBLE SWEEP LOCKS STANDARD 14 ♦ REMOVABLE SASH WITH BRASS- ROLLERS" STANDARD IN , CUSTOMIZED HOUSING - v� s CONTINUOUS INTEGRAL FIN' FOR NO OPEN CORNERS HARDWARE a CON • • 16 SU TINTED, E0 AND ' W E U ED TINTED • UNIQUE "TANK . TYPt' WEEP SYSTEM ALLOWS WATER TO FLOW OUT OF 'THE Ott o o . ail • DSB GLASS STANDARD, OPTIONS ARE 3/ IN LATED, NT -LOW i► 3/16 TEMPERED GLASS STANDARD, OPTIONS ARE 5/8 INS LAT ,� .SILL WITHOUT BUILDING UP IN THE TRACK• ' qD " 1 1. x x (INSULATED ONLY) AND LOW--E (INSULATED ONLY) ' ♦ ::CONTINUOUS INTEGRAL. FIN FOR NO OPEN CORNERS �' • DOUBLE' APPLIED, UV PROTECTED RIGID PVC MUNTIN . ♦ INSULATED DOORS AVAILABLE WITH INTERNAL CONTOURED' •MUNTINS 1 • DSB GLASS STANDARD- OPTIONS ARE 3/16; INSULATED, TINTED,, AND LOW • INSULATED WINDOWS AVAILABLE WITH INTERNAL CONTOURED MUNTINS • AVAILABLE. TO � BE MANUFACTURED IN CUSTOM SIZES AND COUNTER � TOP UNITS • ALSO AVAILABLE IN 'RADIUS HEAD AND . PASS-THRU CONFIGURATIONS' • FIXED PANELS INCLUDE SINGLE ROLLERS ALLOWING `F'OR PANEL ADJUSTMENT (INSULATED ONLY). �, �, � � p * '� • ' - � 1 . • DOUBLE APPLIED, UV PROTECTED RIGID PVC .MUNTIN i MAKES `USE OF 2000. WEATHERSTRIPPING, GLAZING BEAD ANl� GLASS SIZES AT Tf•f!: JOB SITE "' • INSULATED WINDOWS AVAILABLE WITH INTERNAL :GONT(3URED MUNTINS g� • " TO ELIMINATE, DUPLICATE INVENTORY ♦ OPTIONAL, MORTISE AND' SECONDARY LOOKS FOR ENHANCED SECURITY ♦ MAKES USE OF 2000 WEATHERSTRIPPING AND GLAZING BEAD TO ELIMINATE ♦ ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPED TO ASSURE w AVAILABLE WITH A STAINLESS STEEL OPTION. It MAXIMUM PROTECTION:, AND TO- MAINTAIN THE FACTORY FIN! H ALL THE WAY 4 ALL PANEL$ COMPLETELY PLASTIC STRETCH WRAPPED TO ASSURE MAXIMUM DUPLICATE INVENTORY ' e TIC STRETC{HO WRAPPED ASSURE . r - . ALL PRODUCTS COMPLETELY PLASTIC • TO THE JOB SITE PROTECTION AND TO MAINTAIN THE .FACTORY FINISH ALL THE WAY 7 DURABLE POWDER COATED FINISH .UNSURPASSED MAXIMUM PROTECTION AND TO MAINTAIN THE FACTORY FINISH :� TO THE JOB SITE ,,t `'. . • � ALL. THE WAY. TO' .TNE JOB, SITE � � � � t � IN APPEARANCE DURABLE ,POWDER COATED FINISH UNSURPASSED S ED• ...ear� • • • 1N ,APPEARANCE e �, r C • DURABLE POWDER COATED FINISH UNSURPASSED- Y �� C r y L APPEARANCE e S 4 e HR 1--i tM ' . ... ^' ...... , . w �.., ......»..•.. ww.»,... ........^ ........�.�.aw........:w....•.. ..... . , ��.,• •.�..u♦ .:.rr ..•• . ,cVY• v.,....,... W'J,C `•Yifavw, •.Yv7►•`W.Y�V,W»,.. A. y.Yi+N•Mtii..'1i•IV.W • . o .+. .......�.,w .............. ..e.Q,.�t4'I'"4, • "TY:2 '01. 316 231 60,: 06.....•,.... 1'poll oR 1t1`1 ......, v.�.» . v ♦ OQ3�008�` ► •_ N b . a►..:.. too +2i ,. %�j F Mtn• � oil ' . • • ,tit �� • � • � •• • ��� � y�h`� . ' � .. � • • • � .- -':. � � � . �. � � • � A�I���A?4�DNEIt��44�" 161C .. . � �: •'i ,�> a � Prod>� d�fNl►! I:a� �140'1806030d • ... .. � < itE i+� t�aa� ..�',�,- :'"'" .,..:1.. ' • t+ OUALITY WINDOWS BY FLORIDA EXT`Itt1RERS (p 18 t�/�y '' ✓��,,•:� ',�•• ?fix 1 t • � . r � � � ,. .S 1t�epartDate: 12-1•� ., '• Ih�fCriNl'$ NOTIS� G�`�{t$���''s'���P'PTA�iGE #12�¢Q1Q � .. . ' A SERIES' 1.000 I rxvmgw P.o7="'6'' ' E,�nat�,.l2f.a► t/� P. Box 7effwrson ' , .. • . PV.w Report Data: 1Z•1-9b-►un atnnrt n raiJ rM a A ra c�a i r� r� r : r. r � r �, lOE D I IT D ESi t7 N E R5 Kamaa 667r#2 P.O. acor,76 , ' Ead>i�tionriate• 12.31.Oif ' KKaanss' 66762 • OOL . . �ar�rr�rya�ar[arfN.4�>;�Li'T - •, ' & , Model Dai$aattta�t Tatae�► (VYQod tha�n»8>a Steel E>paasDoo�rw{th 8utetttt;a. . o DATED R50, C60; C70 (DESIGN PRESSURES Of. 5C?, 60, 7O ) ' UE INTERIOR SNAP•-iN V{NYI. COLOR MATCHED BEAD CONCEALS THE' �+�"Ddbe: lea".cso•tu1t6" v dulacont u�t ►: 0,4► ,Ro,x t tioratUaee�r(s",td000atswuig/,naugsingle stw&*Maepo 1%ioksidelitot, . INSTALLATION SCREWS Ganelrill De� nlptlott: The dsyor teat cDitsists Of 26 ga. t0.0177 atael skins iillesl vrltic l���a tosa�a. The Stiles Dud M A ta>,o� 13vettidl Sbsis: 100" X 8at u16" Usable Coattigars<ttw: OXO, M X0, x ORMANCE. NO TENDENCY FOR BEAD raftwere coulmdedofwood.Amel•a WArdtt rtol thaw. 'FMWM"ausd twemewao4 ttueshold'wast�iudad ® INTERIOR GLAZED FOR INCREASED PERF , " dwhom• The tdCtelltea ea tiyed i/8" ttdck ii tam sufaioi2>:�l�!" x 8x-314' saltfiverscaaottactod Gmad DeerhW n: T4 door iaaft msists of 26 go. (0.671) steet skips filled wxtlh rigidpolywretbauatown. TIM stiteaabd PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS - ' wtth2dgaugesteatstcitni. "I' i�isw�aroraoo�af2o �a°Steel:Paac1�p14"-tV%l S4- Pnsthftd&j2Mbs'w4M w04 tiu*oldwatr A aaCradbd W Mw sldolites amploycd 1/8" 04* to qmd glass (with s4m tng are► ot'21.31�" x G3-31a'�, surd ww ♦ FRAME DEPTH OF 1 T/S `FRONT -FLANGE -FOR MASONRY CONSTRUCTION, I I/Er �. � tes�tg .s � �►�x Y, �C co ed.rt�z6�e,steels S WITH .3 4SETBACK FOR FRAME CONSTRUCTION °d►c��`���'��d'Isgatn,XI,I2c ' INTEGRAL •NAILING FIN / " . FOR�dSUPERIOR PERFORMANCE •aertastab�ttr�y,slpedaudsaatedbyDar�rqPcstpwY,P.1g. , . • • HOLLOW HORIZONTAL MULh MLW n"O 1l B • Jf S •nw ' I• N WITH DESIGNERS MULLED ABOVE OPERABLE UNITS Test . ' Test De:d toad ♦ GLASS SIGHT LINES AL posed. Air taadilb1dot 1.57 psf(A$TM 15283 per PA•20Zj Pew Test Test Load Iksi Losad o AVAILABLE WITH INSULATED GLASS. WITH INTERNAL CONTOURED MUNTINS Water *d tarar.�tporPA-20) aon1Y 2 $6. psi 19.1 psf i Ale W 1.57psd'(ASTM9283 per PA•202) lased Pissed Uniforms Air Ptatsuro (per 2 M ors a PA-202) Po:ittva , i00,S V9 b7.0 p�ef 't 'tfhtter � (per FA ZOO 1usR�r►g.ontr Z.86 �i 19a pa'f • . • • • 2349 of SFHC &PA•2ttxj II�tepoln�a 100.5 plsf ' 67.0 psi . - cmtswing only A.2s psf SS.p psP • ♦ ' DSB CLEAR GLASS STANDARD (REFER .TO SIZE CHART),• OPTIONS ARE uIrort %ftAirPno"4 cb* vaifortaSt$*AkPrel�ura(perChap 23"ofsltC&PA•202) POEM" 114.0W 76.0psi Fanxd Fa y iper Cb*t 36 SNC & PA 2023 Statia Air Py re (per Chap.�'2309� of SFBC & PA«2{) Negative 114.0 psf 76.0 psf TEMPERED, INSULATED,. SOLAR COOL, LOW (INSULATED 'ONLY), AND LugoMiolle Impat4wPA-2o1) cam►,. PAS SC&PA2o2) l passed . S5 THICKNESS 1CKNESS 3 6'` 0 R 1 4" Cyclic Wind Pressure Loa4tag'iPA 203) t?ostth 67.0 psf , 67.0 psf > ) l passed TINTED, SIZE DETERM{NES GLASS (/ I ) cvdk dlPr ce Loa A 203 b7:t) b?.0 t wind _VROWCl aWfut (PA,203) . Posittva 7G.0 psf 76.0 psf DOUBLE APPLIED., UV PROTECTEI? RIGID''PVC. MUNTIN QN SINGLE GLAZED UNITS _ ' �+ wzos aNe Iva 76.0 �6.o � -0 o ALL. SERIES 100p PR,t1t3UCTSNMI Z • SAME MUNTIN MATERIAL. ON A :Satefeveriealde�p>� . �t x • Sce revaat'se adds this papa .. • REPLACEMENT GLASS AVAILABLE WITHOUT REQUIRING A TEMPLATE _ „ ( Approved farusa where toted. Lauds db not o cceed tleddesiga bra Vsftd sfbwa. inolU&g bat Itartdtad to the • AVAILABLE IN VARIOUS CUSTOM SHAPES AND SIZIES �8uttdiarECoda(woadxouasofit0mphor,S.l?•B.C.,S.F.t3.C,&oaaudP.ttition,andwhoret�.�: no 1. A cavedforusewhamreq'd.Loadsdoa Nomaadtbadesignpmwn=attagaslistedaboMIndWingbutnot•it hodtothe ♦" ALL PRODUCTS, COMPLETELY PLASTIC STRETCH WRAPPED TO ASSURE MAXIMUM'"e"`�''�"''ad'��►A�e��►aoi>�xax�dxtarasfmaocberStw�. �t�eoaatwtndzanesot'uomyhor�,s.P.B.e.,.sp,B.c.arnwaza>adtt�,andwtwrathal►re+e ' • eta ,10 sbmu above. i 2. where water ir�fahoa tt�tta�equttetae>ar oftS% ofpa>�oa�d sippl{ea, � regi+train�tts Odra led by Asc>� 7 i11iS3mtun D�igri lroatts for fla�d!>ssa' arrd tyglcr Stt'vctutear. , PROTECTION AND t0 MAINTAIN THE FACTORY FI NIISH ALL Tt iE WAY. T4 THE s. r r►tts equal too=s�sltar iva stxa sreapproved!nudes'♦isIca Z *1M*was' � test tie of JiV, ofdasign Iaad OW14 M 4W09loads are limited, assAoumabove. 6 e. units aenptayitig laswau mamt atlas da ihtaicer glass sae appcovodi wear Ibis aaxpvenca. I Units 00d to or smaller In size an approved under this acoepUnoe. J 0 B SITE. s. AWf adon for btttl S permit:sbail be WoMponied by a sWed cod!' ofttdai vat. 4, Gilts �8 heaivk�r 8�8e M" �dats & ihictcer grass a>u arpn+vod under this acx�ptanccr �/�a APPEARANCE EARANG E d. Xn allaUous wirora Ilia ancatiora axtard tiurougt► t aatb aur> ea�ccdo screw anchors m" be S. Application for battdhtg PaWit shalt be accomgpaied by a sealed copy of this approval. S C dl#•, • x I a ada.1•i14" t thar 8 halo ttta Ina i is obssiitted• 6.. i�tlitations wbw the anchors extend tbroa the at -tuck same er or con re M :;.I, • DURABLE POWDER COATED FINISH UNSURPASSED N tnlb�IhSed.'Dialgthm�stbcsuchthat c� 1. Wturt req*w by loess! tir0in "w4 h alto: of waftgv m � �ve *mesa oaa Aldo" only. ttiamet Greta o w actors mast be S ���'� salbatltated, The Iestgth Watch that a min. I-ll�" enga$emealt oftbe anchor into ilio maronry wail Is obtaiaat• 7. 'Wbw t�agtdred by and xsct:, hWWlsom of viWt n�airns uaprtct prate( tine aystern on sidelliCac astir. ear E4. or 5' t e d5z�.. IMM • ` . . ; ' . . ` • • • ' ' . . ' ' • ' , • .' • ♦ . .• , • ; . • •. nn«ern.nd....vn.......•........ «.•... ..•....«... .,r .....••a,...,.•..u_..no•„..m♦.w. wu..• +u.u.......•.v.•..,ww•... n..w.•...m.nw."n, .... .w.w,.+.• .'.•,..•,.., .v,uw.. •.•u�,«........•..v� W.,••,....,.. ...,.. ,.. k �.." ... �..... _ ...� _ .�diuoa ,_«..,_ _ .... _� _�._... �ro7�rxr�r� �rx:-zar-,_..�crr^.tc"cnriso-.-w...,,,�. _iCrR"x3rC3t�" . r.._,�,»_/�C ri'?�I!/d �•C' �/�J►�k�'/A �:� 10�1�Q. �� O • 1'estt.lt ..,_,,,, .: , '. ; . ,» ....... .... .,•�„tiU�'%'tf��l� uA�•orcyr•� ;.,....n,x•Y:'�o.�. .. �.x.-•��.,.�'�,-'Boa'v....._..._..�._,...t,,�t2`saGslc-.. • .. - � i � � �,'7• Y a't•u 4431ANWAW j ».• w VV�t,A�Is�IYl7I�ti/j tj� ��11Y���N�.� lCAIION(V lNC. -.. ; ° 0reutu�s , _ I-,. . *� ' S ` -?� `" ' " y ,�Sao loft pw ttuu Phontiaa r//sos•at� adTO sNw ago ' • � \ill tiVll���i♦�iJ VAiI O���l •�w������ � Ir r�Iw��rW •��.�• � A 7 NPI=- • c P Eft" S" RCpOIi �/R�V' 054$-7 F tiAce. in-0s-4� 911 lEtu�tift. gg Ar Report Data: 02-27.97 Ercp Wda Data 12 31.01 41! lit laHbmou pkattoxt Data; k2.31-01 Pcdmd" Entry Systems pumbnrg; IADW "762 Fib ICsteapos 66762 • •91l tJ�'ersa► °' B1,�rratloaAlta; '02•�8••01 i �� b • * e•4 G6762' Putt& Kansas at 8 a l�&►�3 Mold .' flea oxa » Stbei umodstool VouWDmu/sideL tos. so « •� �;S K . Model Deslgttattotu "Ettte�y" (VY'ood Edfc) 41ax� Stt�l llntrp Uot�teDoaca/8f • 2 >a tergY ( Rdge) Oatx►vi�pglt'itswfttg G F.uaty � � . ,�� .,..•. ag • #. � xr Mode Dedsao udous u1l�stergy" tSted Edge} Double dutsw►aglhstvhsg Steel Etttryy Paaet Door w18id+el ites. MsrdesM Oretttl Staoas less-W ,viola try' Wl an6" infgit unble C0"ftws►ttie�aea' OXXV Max�am Ove»tlt St�ei I4E-3�•'' witeby 8R•t I/I6" high iTsable Contigar�tuonss QXXL'1 gyp. x" „ n le C lions:• {3iXXCi• 313 Stu: I48 wick 80.1UIG high IIsab oratigara hid ' Mre own O"rall UI' faem. fta GiaWd AaeripdM The 4oar Iff cousi is of 26 " > ' . Geuerel Description: Tha �q1r leaf cot�tt of 26 gaffe (0.0i7") sled s1c� Riled vtdtl► d8� Icy .; gauge (O,oI7") sled skins 1111edwa�tth d d �a foam, atoaut. The stltaawarsconeurttatedofwiled. 'thetopandbottom adrai{swaneoiat WcdoM staff. DOOrPUb stileseadr�wonOMrtrta�ad000 Sopsteel, Doorpanels4M0Q adfull Ut*$1/6 telaperodglass, Pend employed Ganctal Dtracrlpiiort; Thu door loaf eQ114 is of Z6 gauge (0.01?") sled skins fllted wwitlt rigid » ib111itas of ll�' 1e1 eel i5 A" bait hia8os, t;I) Z04 DL Seritts wiicnt 8nd {I) 660 St�Iet ►. (3) �' MOM (!} 200 DL Serks I a►1ksOt end (l) 660 Kwikt et dated bolt lock. Ph tt .he4td ill jaaaea dt►are wood; stftac uad rags ware conserncclod ofxO gauge steal. Pend attplt�ry ed (3) 4 butt NOW. V MUMe bad dt jtuubs were woex4 untpemd tt �PMY ) 1/8".thtelc t eel {wbh vLawla$ Area a 22314 a xvil4o dead bolt lock Pawns lute dt j=tuwara wood; tl d was waded �. � eraom* �/�' i� tbrad�drau led alma. Tice �ida�ftes emplo}ed IJd" thlektcn►persd gbh aQd arora contdeaaedwhh 26 gaugd � 41 �. tiateslwld was erttntded alutnittuta. Tba sfQetitete etttployed a>r >l , n whb 26 a $teel skies. t UMP*W 9W4 toad wM c natluctodwith 26 mated sttiaswhhsdod=driais Attopeadbatttan. Vkwing area stc�i tlid wiflt tlteed and isettopaadbattola. V viiogar at aaeh Ilctiva leatand ddelite is 21 /+ X 6S /. , •,,iu/i�,,,� m $ by'63 3/4. high), 0"WO e� ice$ i .ai atchtxc2igeledtwd sldaliteis2l =/." xbs'h". � from teat b1 the t'YNCTI.210.1905•4R,S,1;'tesdttg betttery; signed and saatalby Barry Aoltuo3►, P.B, Dtlte oedfwm test repasts in the3 fltY. ZIQ-I89?�1,5,6 tesbalto:y, sigacd and sa:aai by Y3auay Por+o►�q►, p.E. $ Data vomp3led tapotts 1 ' Dstta AM last in Cho QM-210.1t397 7 8 9 b4tit sl 4" Coaled � ..: ` aontpited repo • . , �: 1'•2l• '� >; t•' ►�� H� ;, a Iry Test TestLoad •Deal Loud AlriaSltrratlou @ 1.57 pd(ASTME283 perPA-202) ,��y Water tesidaw (pant pA-202) Imbg Daly . zP Mpt 041ming 0* tt•?.6'Pit 8.25 pal' UnWorm Static Air Nam* (per Chap. 2309 of SMC dt PA•202) Positive US psf 55.0 pd i3'nlform Static Aix Presstu'e (pear Chap. 2309 of SFBC ai PA-202) Negsrd" 82.5 Vd 5S.0 pd ForcedsaW(per Cbsp 3 pSSft &PA-202). lAtt �Misdla Imp a (per ) „ G�}•ciic Winr1 Arcs ntra Loadiu$ (PA 205) Poskhe 71.S psf 5$.0 pat' dtc w i"..PttrM din A 203 N a 1714 Id.. I $S.O `• � : ;• P � 'i to al '^A y 4� ' /v.'' , w. wo 41, .n� a i t •rQ7. '" ..i P�. t• �f ! tSitrttQtttrai t rJ; • `:i; 1 r r 1 j '� 4/ _•. ON AM ABOOM See rsv+:rsc tdds:this P> t • ravtt*se side this G 1. Appm"d for vs4 whm iequired 10 * do not steed the 4WP pr� wo riiftV listed above, inoludhtg bat Aot Sex p li� 4bdto the StaMdaecd Hndit Coda (wind zones of 110 mph or <), S.F,B.C,, SY B.C. BroWd U16% end whets Apgruvedfortie wbdc regairtd leadsdo uoi axovedflea a pra�ire nttti� 13ttatebb hulhtgbet not _ n� ra d��by ASCB 7l Wasttm DeApLasdsfor Bw1d1:V And Odw Strand m. ' cr, g K• Iirrdtad to ttte 8tatttfsrd 13vildfa Coda (wiudxoraete of UO or , S.P� C., S.F.B C.•Brorvirrd Ettitiatt, sad abarc 2. TMa m6low test etti�tt of is%of deal es„ design Ioadz for doom wilt ba linmitedl. •" ` tr X O � ippproved far use where requdced loads do not exeaed the datigtl preisurerstiagai liatted above. iaafudingtutt not iiatite¢ to tbo 8 > 'i ' l fnsang the an cbnlnod ASCB 7 NOaim DadBa haft for Auittliugs told Otbee'S1. ' rosteha cauod above. �.. ,�, y ,a taiadtotdBwldiegCeda (word xoriQa of I10 n>pIt ar c), S,F.I3.C., •Sy,B,C• Dtotva at'Otion, and wltemtltapr�aattCe �� by t K . g T-lvfinimunt 1~ads fot l3uildittgs aud� Other St:rueturos. 2. Where salter rte#strtfca fast refit of I•S% of dolt lad"ttpptie�, de�ru loatc[s ltnr hawing dears ra01 beallmited, 3. •tTi�ei egntl to br stellar ib alza era seppvorroamalat thie acxxpfance, � � • �4 i-. a � � � •• � re0wasents sere detemduW by Asa Imsigu 2. Wisraa wAtor ratistaaoo fast raquireataat of 13'h of desist► load applies, dnip loads tar iwwwo dom wilt wanted sr000rding W xestdtt iudleiuttd above. +i. baits errgttpyft gaga »tttW skins rand thicker out no apptoved under tbls ae>aaptatroe. ,�. a• k o t ? R 1►aaazdiu to results ittdfeated sblrve. S. Volts t to or• r is size era approved t s& O is uW. 3, Ammon for bl ng pwatlt shell ba xaoorapaaaled by t► sealed copy of th& upprrcwat. st � s 4 Unhs handec $,toga moat slcius and tillcicelr glass tee s under t is fie. 3. thefts ogod co or amauar id size era sppto wider this twopmoe, ctyit►8 6• brttdWttiasal wi�xt the anchors ettta>id fluouplt the saber, 3116 diameter tapphtg typo Gottarete scree► encltitl: mtsd ba 4. Units arnptoybag?aaavier gtige ttxeW skins and tblak+ar gloss era opprroved ul<dar this At�sapuaae. � .S. Application lbir bulidirtg permit shell bra mcc�apattialby s rrealed cagy of this apprlovai. ,. � stead. T1be tdtgtb ioceuat bla such tbtoll a trdaims►at i-%." cslgagemeat of thr earlier intothe taatoa/.y watt is abts3staL • . arch o tilt th She W= to saerrw escheat twat to 7. Wham roOWdby local 4ftfts ec. luxu tenon of uatt twofes isapW Vatactiva system. S. Apptkatimforb�i�ildtogpVhWt,ballbe bysscaledeapq►ofthisspprmrrrrt. d. lrgt>allaetaaswlrorethe ors xtend ougtc t t p4 6, ioastaltatttoltx wltcs a tltc m axtotZd thtottg)t taw sub-i> k.3/ib" �a t log typo oonor�ata saaw aaalwrao roust ba 'i ltatcd. The kr0h must be such Ibtit a mWm m I• eWVMent ofthe a into 6WA is +molted.. � �i • sabatituted. '!i►a 2engtta nnust bo sum that a ruisdlnua► t-/'.' ongsgaluant of the anchor mta tlla m�wtancyaneli Lt•otsisioed, '7. �VVlrere Mired by focal ordba>atoa, btsKaltntioa of ttitit regpireft int�laCt �otective syoteat.. �� Whootequuwbylootrlotdkiusce►itwolonofunitnqulrastspaotptotootiv0qVatnonam" ody. qp it1t•�rrritic" -ram .,._... .,_ .f__. ..�.- ...- -. _ '' `S ' ``Cp _ • .: FINAL ANCHORING OF SINGLE DOOR WITH . -. » •: j : t'��' •.. ' SIOELITES IN WOOD `FRAME ' • pl�ODllC1'� ��11'C�'tOJV �illt�'�' ll�fG� !�. •. `�„:• : � ,; .� r Goko l!laty, flame 32i46 • Ph4nr 407/808.0385 Flue; 401'1a0 00 SOW..� pftnudQr lrnbcy Systems Report Date: 02.27-97 911 NSA fafle"% F.aoatloiDdr. 02-2"1 ' Pittsburg► Kansas 66762 P ON 0jrI : Modal Deslgntttton: µEntergy" {Wood Rligej tootle t7afsvlrtg/liaswittg Steei.EtttryPattel Aoorw! Sld�►#tes. . 1 Ovexalt Sixes 148" wide by 80-11/IC' high Usable CoWkwu0na 0XX0 Genera I *#dptioii: The door lotto *% of 26 gauge (OAIT'j stool sldax w0dw4th rigid polytudttam beam, Both stiles coustrncted of woad. Tfso top and bottom end rolls wens caustatcted of 201gauga SO& Pond uuplclyed (3) 4" butt tjultw.- Prame head dt jambs ware wood; threshold was attruded, aiumhtvta, Tine sit d1W itsMple* Vr dkk let Vw0d glass (aittrvjowing aM of 21-314" wideby 65.3!4" bigb), andWerea°nsnu 4twith24 gauge steel ddvu . OVAM Data cuedfcmu test tapom iu this OCTI, 210»19os•7,8,9testkag b r, j$Ved and suWbyBWP0:%*y, P.B. Test w' TastLa>1d Asti Air DAW*A 1.57 psf (AM E2#3 per PA-202) passed paned ' Water yodoance (pa• PA-201) UA1448 Ortij' . 2.86 ps!` 2.ltf, psf W0TV) owing Only . 7.60 pat' 7.60 pemux) • Uniform Statlo Air Premn (per Chap 2309 of SPEC dt PA•202)' Poshive ' S2.S psf SSAPO Uafdom Static Air hum (per Chap. 2309 of SMC &PA•202) Neptht 82.5 psf ' SS.O Id . PorcedE�►1ry ip'� CAP• 36 S9AC 1� PAF-202j - _ ', � P�t1 . Y,arpe IvXisM* linpot (per PA 201) I>pasud cyc"a Wind presWM L' oAdinY (PA 203) Fashii a 71.51"f p o j" f calk wind p:ezxstra R of rro va 71. 'sae (l,�giaWf= Ky k�RiSp3.x_; 0l. r •i'�!#ii�. .Sig. � ws �: ft- • See rwersa side this pages 11. Appmved For ass whae requimd loads do slot n wwd the desfgulttcesareratings listed stover. tuntudiugbutnot tiWW to the ' Stoadard BtsodiugCala {wind zoaos of 110 mph or •a), S,1r.B.C•, 5.1±.H.C. ArovvmrdEshCiott, and whew the pressuaa . • • risgpitesxtaats lulls it+startabaod by ASt.•8 71Vtiaiaatun Design Y.osds for Buifd&Igs sled t)Ihar Stnrott4res. • . 2. Wham wAtes nsiatenae leaf rpm of 11'© ofdadgrilaid sppltes, dedga heads lbrhW ttg 6c.0tsw14g doers VM be • � to ri:aWts;ilidloartod aba'v+ev •• ' 3. Uaits etlaalt tp or stttslla9r iri size am spptavod wader tills sao�IOiia4xt. 4. Units ewvloyiag heavier gage mewl skins and tM4w glass sue approved Bonder fts naoeptuaee. Tow Ted Load Desi Load Aar inlHOWou 1* 1.57 psf (AM B283 per PA202) 1 water red"=(IMPA-202) XaswL s0* 2.$Gpd 2.86IW(N te2), od wir$otdy • 7.60Id 7.60PO iTi,,ri�{l•' m Statit: Air Psa $M (per Chap. 2309 of SWC &PA•2002) Positive ?S.7 pd , SO.S pd' Uroornl Static Ai we (prr Chip, "0of Q�i C & PA-202) NO 7S,7 psf $0$ P4 polow 36 SFBC Bt PA-2U iyTyiiyi 1Ww• S t • A.wa Tell TastiasaRift• Aka IT? pd(ASTM103 perM-202) "' p 1 Wekrrea e ( rPA-202) 236 p f 2.86 pd(Note2) O Vw0m Static Air PreUsara (parr Cbatp: 2309 of SMC dt PA202) Podtive 7.60 pal' 75.7 p f 7.60 psf SU psf Utliibrm Stella Akr Pmm (par Ch* 2309 of SFBC dt PA-202) Ne&ative ' Pored . 36 =0dt PA 202 7S.71d sad Stt•S pd tkt • r• i k• ••r� .•.�5,•a,•ifi'l• tt,w oS03 .Tto:..>}•}i k, u! e�.YA�.<!. ,..v' %Jr.• v. •eb• • i S. Appticotiolt far buOdins pismh shall be s000mpatded by s naiad ocpy of this Apiproval. 6. &tsbtltotiona vvhaivs the lunokor: ttltteltd tiocou�gft the mfrbuok, 3/10* diet, tan* ttypa zowto screw sudors motba ' ` / ice' � ' E subattwe& no length must 1w siroh fiat *,ml:dlnf m 144'•' "gasemdnt of the alslaimr into tiles sus *wY wilt it obtpnad.-1,026 T. 'Whets "wed by toast w*nsnoe, koWlation oftadt requires impnot prot%dw 09M on afdelites oslly, 31 f " lin{1/8o(►i� 11`1tJ•1 NQttNlit%Ui n£ntl -firx fiTO it "FINISHED FLOOR ELEVATI(DNS" Must rr1,eL3t city codels for finished floor / slcV-?,-),Iovaions or provide roved by city -,J d(31, for subdivision elevatio! JS to prevent flooding ACCEp- PLANS 8'j'1-11IN,3 C)E�p r FED F ARfr REVIFtivr• CONS-r OR PERM r. 16, fl� �L) ANO THE RIJEL) 7. 0 8�1 RM;T jqr tTIONAL c��ORK AND No A UcF ��UF BAN C, _p,,SW -To -L) ALLY -S�ALL PROVI" ALteF? T A�� AUTIjO ':F�OCEE-:r) W s P -r Rlry T IT" ISSUANC-- T T6�c,,j,,;,CAAS1r)e 0 1"IQLAT L C)EP7' L. ANy 'r"kf T P CQC)E�S N OF -rHj 0 '-', , , ��41 '-?E-�V'�NT ' OF?SHA1-L THE 'JIRIN r:3UILDING (3 A CORF?EC. CONS7- t. DA' A E -,DES FLORIDA YCODES City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. NaWnal Electrical Code 1996 ed. Sae City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 A EMUSIF 1V1Qk"---E"FILOR FIDA­1 CC EE. S S3 I B I L I TY C 0 D E CS! I nMUS-1- MEET FLORIDA ENERGY CODES PER6i#-#�Mtb OF'FICT COPk`