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HomeMy WebLinkAbout209 Belgian Way 02-418 New Construction SFHPERMIT ADDRESS CONTRACTOR D.R. Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL - 32822 (407)857-9101 cBC 055300 PHONE NUMBER — PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR � MECHANICAL CONTRACTOR P�1� PLUMBING CONTRACTOR. ,> � MISCELLANEOUS CONTRACTOR 4 PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION Baicus PERMIT # ® 200'141 #0 DATE Go PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 7 d t7 cn 0 d - r, r i DOWEL PLAN P ENTRY ELEV. "C" 39'-g11 5'-011 31-QCli1 211-00 OPT. 2 -0 =^ DOOR W/ ' GONG. PAD 2'-811 I — I WG•; I I I JNOWER I I Di L J - m G m pl ---I OPT. � L A�i- t L A�. m ■ 51-111 21=�II 1v511 I m 0'-011 ELEV. FIN. CONC. SLAB N 1 co I 3 1/2" GONG. REINFORCED `q W/ro"X(o" 4*10/10 WWM OR F15ERGLA56 REINF. ON 6-MIL. ■ V FOR BARRIER ON WELL -COMPACTED 1 CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, D1 (SENTRICON TERMITE SYSTEM) ■ I II � I -0II } } CENTER OF //-�� I 2Xro WALL c 0 I 6, a) p �,, z I \'�l I OPT. I �U L —_—_-J Z L Q WATER NEATER IN m r w 4 Z ■ SAFTEY PAN , — �r I OPT. I Xz0 WC•I I I W. I = woo S � � —'L J L---J �4 —O D1 — EXTEND �n SLAB 1 1/2" ( UJH. — TU5 - 411 / CHASE 10' -011 Kl'-211 21_411 151 - 3 1/2' lU -. N coNc. z ") W- } OPT. I I SLAS 0 q 0- 10 -3 1/2" O X�p z z m EXTEND 10 SLAB 1 1/2'1 D1 0'-0" ELEV. FIN. CONC. SLAB <r- 1 pl f —1 DI L —1 1 ■ u I I� CENTER OF 2X6 WALL ■ F- — — —I OFT. I f REF. I I RANGE I 18'-3" 1 1 i i I D1 I m m 0'-0" ELEV. FIN. GONG. SLAS OPT. 2 -a W/ 5 ' D00 R w eo - CONC. PAD O I D1 I ■ ■ � I 8 EXTEND Di SLAB 1 1/2" TYP- D1 1 1 ■ I 8 11 H.B. -4 1/21' D 1 D I II - 1�11 11C1'-011 �r ,L J I I D1 L---J I TUB 1 � _ OFT. —i,l3► 1-011 Ilk 31-311 21_/__ 11 �O OPTIONAL Mwoi�,� MIAON Kill �------------------------- — 5 TYP. B Dl I DI EXTEND D 1 SLAS 1 1/2" XI I '-0" I 13' - 411 = Ll 3 1/2' 4 ■ ■ � � SLAS � 24"X24"X12' CONC. PAD W/3-05 BARS E.W.(ON CHAIRS) �9 MIN. 3" COVER ^ (3)TYP. I1-1011 II 2 0' II \ l `------------- --- ENT RY ELEV® 99 c 99 DI 2'-0" 3'-411 14'-/ 11 3 1/2" -3 1/211 24"X24"X12" CONC. PAD CONC. ■ W/3- BARS E.W.(ON CHAIRS) J SLAB ■ MIN. 3" COVER N m ■ ■ 9'-0" 11'-0" 201-011 391 _ Q66JJ 11 ....JJ m[Q�91[R�I O H c� 0 0 DATE: 6 /12 /O 1 SCALE: 1L4' ■ 1'-®' SHEET I OF 5 y a� T T 0 T T f � W I� V C f) DATE: 6 /12 /01 SCALE: 1/41:1'-0° SHEET "A DF 5 a SQ.FT. CALCo S LIVING r-;;AIRAGE LANAI ENTIR'� 1160 430 90 22 SQ. SQ. SQ. JQ, FT. FT. FT, FT, TOTAL ENTR'I' ELEV. TOTAL 2302 ficil al 23(ol SQ. SQ. SQ. FT. FT. FT. O KITCHEN 3 �J II 00 OO 00 REF. 0 SPACE RANG gKITCHEN --------------- -------- - - - - - - - ( FOYER 1 ELIP.TOP (ELEV.A) I C2) 25-SN W/ (o8" 4V-0" V.B44) ELIP. TOP (ELEV.-A) I(2) 2�-SNTEMPTEMP. (ELEV.-54C) (2W/TRV. = T Zo -8" 101-all 21-8" -1 roXPOST 1 (3 )TYP. I� I l20'-roll l ----------------------------- ENTRY ELEV. 99C79 29'-8" 10'-011 } Ci Q I -QVII �} 5 8 1-� Q I -QII 10 1- 0 11 2 1 _QII i SL/ L/ Cl 2'-�II y I _QII C! CONC. PAD _ _ W/ DOOR ---- -i-n-� - -- �\ OPTION / II 0���'�\ \ �r I I � 25-SH 25-SH - Ki I � 71 — ------- IH3-SH I oBS Wc. I I MASTER I � BATH 1 z 1 g'-4" CLC I I _ LANAI I � 9 -4' CLC. MASTER o � OPT. I BEDROOM 1 m I -AV. LAV. I V-4' CLG. 44 (' o I (CARPET) 60�8 S.G.D. -- 9'-4' CLG. NOOK _ I (CARPET) IR-ISH L-------- - - - I 1 CLG. 1R-ISI-1 4-0 BF. I 1 TL OPT 2 X 4-1 /J� 91_III 51_/ 11 I sKYLITE 1 12'-1SC/" _ z = ILi CD m BDRM. 2 Q FAMILY 17 # ROOM I 1 9' -4" CLG- 9' -4" CLG. (CARPET) Lu (P (CARPET) �� � I � qj aU- 03 ____ I SQL oPT. z' x 4 I KITCHEN '6 cv I SKYLITE I I 9'-4" CLCz. Z ® N L � 1 I -- -- ----1 2 RANGE 1 BDRM. 3 �,8 Mc. - - -, I OFT. &.- I -I- - 6 (CARPET) HALL 1 6 Q I `� -- L_— O O ) BATH X ,- - - -, CN ARCH �-- ._{/ (Luc- �{I I I/�' `Y I 10" ( 211 5'-KJ" Luc ICJ''11" I O I 4I 011 SSCC// �I —111 Ci � �� LAUN. - I I DINING V-411 cLC. I I ROOM z IUH. IRi5H EMT. V-4' CLG. W (CARPET) 'n m G q u A fX OPT. PLANT 22�I � IR_-18H \ I SHELF '� 8'-0" A.1=.F. ATTIC A cv 2-0 BF W/ OPT. PUDN. eTA RS . L — — 0 20'-2" 3'-311 41_11 I 0 I -8 OPT. 2-5 DOOR W/ CONC. PAD LIVING _ ROOM N 31.- 4" CLG. (CARPET) GARAGE FOYER�8" x 9" x 18" I 9'-4" CLG. ELIP.TOP (ELEV.A) 1 (2) 25-SH W/ �08" x 15" C LEV.5) 1 ELIP. TOP (ELEV.-A) �,� 1 (2) 26-SH W/ TEMP MT, TEMP_ SEE ELEVATION (ELEV.-5) (2) 1'-0" SL. W/ TRANSOM ABV. ■ I " 1 " d- ■ 16 -0 X -1 -0 O.H. PARR L CLG. 10 -011 I-1011 �I-all 111-m11 20'-011 , 39' - 811 FLOOR PLAN 6) O 01 I I L31 I <r 0 MIRROR g MSTR. BATH MIRROR 0 1 ® HALL BATH 4'-0" 71-411 0'-011 F----� JL 1=311 1H3-SH OgBS /� WC. I' _III OPTIONAL MASTER TUB BATH ,�,� DECK 9'-4" CLG. OPT. in 611-811 LAY. LAV. - 0 00 00 OPTIONAL 5 MASTER BATHROOM O OPT. PLANT SHELF I 4'_0" I 41_Q1' O ARCH 0 �. F /12/01 /4'al'-®' r 5 4 4 0 t� DATE: 6 �/O SCALE: 1/41=1'-0' SHEET 3A ®r 5 T T T Q� T DATE: 6 /12 /01 SCALE: I/418I'-0' SHEET 4AB OF 5 VAI ELECTRICAL LEGEND SYMBOL DEI=INITION NOTES IIOV OUTLET 1/2 OF OUTLET IImV OUTLET WIRED TO SWITCH EOUIPED WITH 8GFl IIOV OUTLET GROUND FAULT INTERUPTER n I j� ��JJffjj 220V OUTLET EXTERIOR GROUND FAULT CIP I U),4TERf=ROOF INTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. �)¢ SWITCH 4-WAY OPER n WALL Y MOUNTED LIGH CEILING LIGHT (0) VAPOR PRO ✓VP LIGHT 1 (0 RECESSED CAN 1 CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 00000000 FLOURECENT RAP AROUND L IGHT = 2' FLOURECENT _ — 4' FLouREcENT PANEL METER O SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C D ISCONNECT TV. TELEVISION JACK CEILING FAN/LIGHT -77�L BUR REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER NOTE F— OPT. L IC4HT 4 SWITCH W/ OPT. DOOR � IL OPTIONAL MASTER BATH ^0 1 Q Y OPTIONAL MASTER BATHROOM PAN, FNONE, $ CATV LOCATION TO 5E DETER1"CINED 5�' E3U'rER AND 5UIL-DER AT THE FRECONSTRUCTION i*'IEETING- � I � I I_ METER. FIELD VERIFI' F -1 (� OPT. LIGHT II 4 SWITCH W/ I „ OPT. DOOR PLLC'PK1C_iL PLAN 2" VTR 2 "\ W 1 1/2 ° VTR JI_ WE millt-601 I 3" VTR Jl� I I �\I 1 1/2" VTRJ/� SHWF OPT. MASTER BATHROOM PLUb1BING RISER DIAGRAM 200 AMP 4/0 ALU. CABLE METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYP. A/C 20m 200 AMP DISC. AMP. INSIDE PANEL 014 4 012 COPPER TO MAIN LIGHTS 4 OUTLETS DISC. 010 COPPER TO WATER HEATER 08 COPPER TO RANGE UNDERGROUND -- SERVICE BY POWER CO. �'4 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL R15ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. �uissa��e�t 1.4 DATE: 6 /12 /O 1 SCALE: 1I41811-01 SHEET 5 OF 5 I ad f 1/2 " X 9" A.B. 32 " O.C. °x6 ° #10 W.w.M. WHEN UPLIFT FROM ROOF I fL OR FIBERMESH 2 Q REINFORCEMENT ANCHOR BOLTS AT 3' O.C. �1141/2" o r7 II /� �V. CONC. 20.0 00 II � IIX� ° #lm W.W.M. CONC. 5LA5OR FIBERMESH 4ZO07�4.0§)19 REINF RCEMENT 2 � s CONT. (2) CONT. 05 RE BARS 0 12. 0 811 r( CONC_ SLAB 1'_ 41I I 0 3 05's CONT_TZV-8„ 4 .79 2-#5's ON CHAIRS THICKEN EDGE &TYP. waLL SECTION INTERIOR BEARING 1.U,4LL INT IO - -4" GARAGE CURB STOP E5LK- 2ER R BEARING WALL 2 STORY SINCaLE STORY NOTE: FOR FLOOR BEARING WALLS (2A DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS WOOD FRAI„IE FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. 15 UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 15 UPLIFT ON WALL 3 1/211 0 HEAD OF GARAGE 3 1/1'2" HEAD OF GARAGE - DOWEL BAR(ONE SIDE #5 DOWEL BARS (VARIES WITH SLOPE) / #5 DOWEL BARS OVARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES -i 5/8" 11 DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. `J" ANCHOR BOLTS AT 3' O.C. 5/5" C B II 6"X6" #10 W.WM. 15/8" CURB II 6"X6" 010 W.W.M. CURB II 6"X6' 010 W.W.M. (3) # 5 RODS EA. WAY ON 811 CMU ONLY IF UPLIFT ON WALL rro"X6' #10 WWM II OR FIBERMESH II OR FIBERMESH II OR FIBERMESH 6"X6" #10 W.W.M. OR FIBERMESH EXTEND 1 1/2 I -II, REINFORCEME T REINFORCEMENT REINFORCEMENT CHAIRS (MIN. 3 COVER) OR FIBERMESH - z REINFORCEMENT `- - - z REINFORCEMENT o a� I RECESS /2 II �o o II cfl > II II = o 2=05'5 ON CHAIRS _ m o a� (' 3 5'S W/2-STORY) Q /4 SLIDING DOOR CRACK o o I 2-#5'S ON CHAIRS �� 1 -`� �� SLOPE CONC. 11 Ld o m SINGLE (3-5'5 W/2 -STORY) g�-IN��- 21 _OII To RONT(1/4 I' -1/2 ") m ll_QII 3 *5'S ON CHAIRS STONY t II_®II 2 #5'S ON CHAIRS 1'-8' STORY 1 I/2" TlUO 1' - 811 24"X24" EXT. PAD INSIDE FTG. AT GARAGE STEP-UP STORY TWO 1/211 STORY INSIDE FTG. AT GARAGE STEP-UP GARAGE SERVICE/POOL 2-6TJRY BEARING WALL DOOR RECESS GARAGE CURB �A GARAGE CURB SLAB AT SL. GLASS DOOR I -STORY BEARING WALL 10 CONC. SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED P51 EPDXY 25" MIN. ASV. TOP CORD BLOCKING AT 4' L, (o MIL. VI5. VAPOR O.C. MAX. IN FIRST 2 FRAMING � � SLAB/6" MIN. BELOW II 6 "X611 #10 W.W.M. �„"X6' #10 W.W.M. SPACES AT EACH END. GARAGE SLAB � � OR FIBERMESH � II OR FIBERMESH m RE INFORC MENT RE INFORCEMENT RAFTER OR TRUSS _ o ROOF SHEATHING LAYOUT ROOF SHEATHING NAILING SCHEQULE ALL NOTBS IN REFERENCE j� II' /� /, ROOF TO 1997 EC>ITION OE S.B.C.C_I. ' r AND E' `D W A L L 5 RACING Q USE 1/16' O.SB. OR 1/2' PLY WITH 18 GUN NAILS AT 4' O.C. AT STA N A R � B U I L � I N G C O D E S FOR GABLE END FRAMING SUPPORTED PANEL EDGES AND GUN NAILS AT 6' O.C. AT CURS, WALL 8° CONC. DRIVEWAY � 0 Cy INTER'IEDIATESUPPORTS. ALSO SEE DETAIL. a GARA TYP. RETROFIT FOR ALL ROC* SHEATHNG TO GABLE END rRAME GE 3 �✓'s CONT. OMITTED FOUNDATION DOWELS z BE OUND 111-011 3" MIN. COVER IA USE% MN NAILS a4'O.C. � EXTERIOR SHEATHING SITE PLAN NOTES USE 1/16' ObB. OR 1/2' PLY WITH •8 GUN NAILS AT 6' O.C. AT V V 13 PANEL SIDES AND re GUN NAILS 4' O.C. TOP 4 BOTTOM GARAGE DOOR 7 co PANEL AND -a CAN NAILS AT &I AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE BUILDING LENGTH INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING 15 NOT INTENDED TO BE OPEN ING ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION j� 1 2 -STORY Foot ING NAIL REQU I REi" f ENT5 ASV. IOB' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION /'K CINIAU CI /1 al Aa IIIITI I a!I_AI SIZE HEAD LENGHT DIA. TENSIL STR /•.LGV aV1�YG 1 . 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS Bd ROUNDMODIFIED OR T I '1/&' .113 IT0,000 AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES 10d 1 2 1/8' .128 IT0)o00 # u OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY. ' a' II II 11 OCA GUN NAILS o.C. #8d GUN NAILS TOP 4 BOTTOM EDGESAS NOTE: N TAPLENAIL tTTOOL ASSOCIATIONEM15E T 5) LANDSCAPING, IRRIGATION, BE ETC. ETC. SHALL CONFORM TO LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND SELECTED BY BUILDER POURED LENTIL II II (J) a O.G. IN FIELD 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE CONT. (TYP) II jj II GENERAL NOTES PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. < 2 X WALL FRAMING TO II II II � () Q 1 U I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: c PLUMBING NOTE S a" CMU FI I I ED -a J-J- u B E II II II #5 REBAR i� II OUTSIDE 1.�AR � lU -I - LU Lu `l 1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. SBCCI STANDARD BUILDING CODE CURRENT EDITION. 1) SANITARY LINES SHALL BE of CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 'e l3) 1/2 X9 ANCHOR BOLTS II 0 � � z 0 f_ CELL (TYP.) W/ 2 "X2 "XI/5 WASHER AND II II II CONTINUOUS Z LU z z z O 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR 2) WATER LINES SHALL BE CPVC. NUT SPACED EVENLY FROM _ Ii II = Z (d z _ _ v CONTINUOUS WALL FOOTING6. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. EXT. FRAME WALL TO FLOOR TO BOND BEAM. SET - - - _ _ Ii=I1 - - - - - _ - �� +� �j U 3. CONCITE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUTURAL q) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. BLOCK WALL CONNECTION IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID O O TYP. EXTERIOR GJ' HE /� TI I I1. G I ` f-i f'-t I�l CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINfMUM COMPRESSIVE STRENGTH OF 2500 OL DEVICE TO GIVE 5) SHOWER HEADS TO HAVE FLOW MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. POUR ACCEPTABLE RETROFIT) _ /� TTAC �} IE T FOR ROOF , HEATH I* C; r rI I I �I I l/ �J I �l C. ffiNfWFC A1$daR5 SHALL CONFORM To ASIM A615 A616 OR 617, GRADE 40 6) HOSE BIB6 TO BE PROVIDED WITH BACKFLOW F'REVENTER 2 Mj� TYP. REBAR LAP @ -Ir-t NOTE, I �lO I E • 4. DESIGN CAPS A. IN ACCORDANCE WITH SBCCI CHAPTER f6:$Ect 1606 -1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. CORNERS I 1 I I * -� UJHEN GLUED I O ROOF MEMIBER ROOF LIVE LOADS OF 20 PSF WIND LOADS IN ACCORDANCE WITH SBCCI 91 EDTION FOR 100 MPH REGION 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL PLUMBINGFIX UR GROUTED INTERIOR PARTIONS, 5 PSF PERPENDICULAR TO WALL FACE BE OWNER FROM BUILDER'S OFFERINGS. BOND BEAM Z - Q 2-#5 S REBAR 1 STORY roll -all " - Q II ao EDGES, 4 1011 - 12 " IN �l FE I L D ICJ G !-/ 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TIE TO HORZ. BARS LU 3-#5'6 REBAR 2 STORY A. ALL 6TR.ICTUAL LUMBER SHALL BE 02 6YR. ALL STUDS SHALL BE STUD GRADE SIFF. (ALL LUMBER EXPOSED TO WEATHIER OR AGAINST SOIL, CONCRETE OR MA50NARY BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. all MIN. EMBEDMENT - - N O TYP. EXTERIOR LJ' EAT I Ii� G ATT /l C r'-1Ef. IT I I `l SHALL BE PRESSURE TREATED) 6, TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER i f ` V �i��I�l�:F�P� I�f�Tl.ii=il FORSHEAR A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 5BCCI. 9'1 EDITION. 10) ALL CLEANOUTS FLUSH WITH GRADE. }- HORZ. REINFORCING VERT. RE INF. I /� y- I /� �+ STRUCTURAL (O-S.B. TO BE STRUC I URA1__. GRADE TRUSS MANUFAcTURR=R SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, II HOOK IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE . GARAGE [DOOR T A ENGINEERED FOR 100 MPH MIN. WIND LOAD. RIDGES. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO STANDARD CELL I, ARE NOT REQUIRED EXCEPT AT OPENINGS B. DETAIL TO BE SUPPLIED BY GAR.4GE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER PLUMBING CODE CURRENT EDITION. 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO STANDARD BUILDING CODE Dad GUN NAILS 8. ASPHALT SHINGLES A �oFING t0 COMPLY W/ SBG 9l CTEC710N 1504.1.1 CURRENT EDITION. cn 12" O.C. IN FIELD B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. - >u FOUN1DA.TION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE CLEANOUT REQID '.°•.',''.,d� FOR GROUT LIFT GARAGE DOOR INFORMATION Q I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING FOUN1DATION NOTES �, T•T, '= - _:� - ° ,_ > 5 FT. UNLESS I PRESSURE• 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH ASTM HORZ, REINFORCING- Z V FOOTING DWL IS z U 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED C90 AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGHT OF I900 P61. HOOK NOT REQ'D. POURED LENTIL O TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR MORTAR 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. METAL ACCESSORIES > HORIzONTAL/VERTICAL RE INFORGfNG , a CONT. (TYP) z - 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: ({l A ASTM A82 FOR JOINT a : PRE -CAST HDR. SIDES: CfJ @ 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK. CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. c. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. �� 2X6 GARAGE DOOR BUCK W/ (3) 1/2 "XT ANCHOR BOLTS �" f^� J/ * I Y`P• FLOOR DEG<ING 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY To THE WEATHER OR SUBJECT TO SALT CORROSION SHALL +� " " W/ 2 X2 Xi/5 WASHER AND ATTACHI„IENT TO FLOOR JOIST ALL OB RS AND GREATERDOWELS TO LAP OPENINGS TO DOWELS MIN. REQUIREMEN STAINLESS ASTM A900. TEEL OR DIFI'ED GALVANIZED MEETING THE = S CMU FILLED NUT SPACED EVENLY FROM EA. Sk4EET TO BE GLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 51DE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'X8' W/ 2'X2'X1/8' MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY . - FLOOR TO GARAGE DOOR HDR. CELL (TYP,) "J EXPOSED JOIST T AT 3' O.C. STARTING AT 8' OFF EACH CORNER MA5CNRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK 7. DESIGN LOADS: IN ACCORDANCE WITH 8.B.C.C.1, CHAPTER 16. 3. MASONRY WALLS SHALL BE RUNNING OR STACK BONA CONSTRUCTION IN JOINTS PRIOR TO FILL ING. ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL (SLEEVED ANCHOR IN SOLID WIND LOADS: IN ACCORDANCE WITH SB.C. SECTION 1205 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT POUR ACCEPTABLE RETROFIT) CURRENT EDITION FOR 100 MPH REGION DATE: 2/14/01 SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 8. FOOTING REINFORCING SHALL BE 2-"5 REBARS 1-STORY, REINFORCING STEEL, GENERAL: V�1 ,� 01 I-2X6 PT BLOCK a CENTER OF 3*-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE NO.5 BARS. SC AT 8 - u CORNERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. DOOR HEADER W/(1) 1/2" XS A.B. MINIMUM OF 25. 3. SPLICE: LENGTHS SHALL BE A MINIMUM OF 25'. SHEET W/ 2'X2'X1/S WASHER AND 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, Anvil, OR A106. FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE 2X4 SUB -BAND 2X4 SUB -BAND a 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2"X4" BLOCKING FEILD STREAM � FEILD STREAM 2X6 SUB -BAND a FIRST TWO BAYS 2X6 SUB -BAND '� 2X6 SUB -BAND a „ LAKE KEHOE,CYPRESS HEAD 4'-0' O.C. MAX LAKE KEHOE,CYPRESS HEAD LAKE KENOE,CYPRESS HEAD WRAPPED//04LDUM FINISHED FASCIA ALOMA WOODS -�—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER METAL DRIP EDGE -i/16" OSB SHEATHING ASPHALT SHINGLES. ...- (- OVER #15 FELT R-19 INSULATION R-19 INSULATION J OR 1/2" PLY. 7/16" OSB. SHEATHING FIBERGLASS SHINGLES ___ OR I/2" PLY ON #15 FELT OVER HURRICANE STRAPS -f/16 OSC. SHEATHING METAL DRIP EDGESEETRUSS ENG. -- ROOF TRUSSES a (SEE TRUSS PLAN FOR PROPER 2 4 " O.G. FOR CONNECTOR) 1/2" DRYWALL TEXT. 2X4 SPF STIFFBACK AT 5RAGING METAL DRIP EDGE 2X4 DOUBLE PLATE (TYPJ ALL UPRIGHTS OVER 4'- O (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT SILL 2x PLATE BOLTED TO TOP PL. IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG_ CcABLE TRUSS NAILER TO BE FLUSH WITH SET BAND 1/2" BACK WALL WHEN VAULTED ALUM. FINISHED VENTED SOFFIT 1/2" DRYWALL 4 TEXT. FROM OUTER EDGE OF BLK TEXTURED FINISH 8" LINTEL BLOCK FILLED 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLRJELEV FOR DES. WOOL BASE (TYPJ 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 — I/2" DRYWALL 2X6(CONT.) 2X4(GONT.) I/2"X6" TNRU-COLT FOR JOIST TYPE 2X4 DOUBLE PLATE (TYPJ S" CMU R-4.2 INSULATION (0#5 CONT. W/2" DIA. WASHER SEE TRUSS PLAN IP4 32" O_C. FOR HDR SIZE SIMPSON 1X2 P.T. FURRING STRIPS HETA-16 IX2 FURR STRIPS ALUM. WINDOW SEE FLR./ELEV FOR DES. SILL TEXTURED FINISH _ WOOD BASE 5" LINTEL BLOCK FILLED :::° ° 1/2" DRYWALL 1/16 OSB SHEATHING PRE —CAST LINTEL OR 1/2" PLY. UNDER WOOD BASE (TYP.) O Q FELT BARRIER Q ALUM. WINDOW 2X6(CONTJ 2X FLOOR JOIST/TJI 6"X6" #10 W.W.M. SEE FLRJELEV FOR DES. SILL SEE FRAME PLANS o REINFORCEMENT PRE -CAST SILL CONC. SLAG OVER CLEAN, 2X4lCONTJ FOR CONNECTOR SIMPSON COMPACT,TERMITE TREATED HETA-16 (13#5 CONT. Do - 4 METAL LATH _ SOIL OVER 6 MIL VIS. VAPOR V LINTEL BLOCK z } � } 1 � _ 4 �� 2 #5 CONT. 5" CMU BARRIER,W/6X6 010 WWM (FILLED) IX2 FURR STRIPS cv OU m Ou -i/16" OSB OR TEXTURED TEXTURED FINISH WOOp BASE (TYPJ PRE -CAST LINTEL "" I/2" DRYWALL 1/2" PLYWOOD FINISH W/ 15 FELT O � c� Q ALUM. WINDOW 3/4" T 4 G PLYWOOD— 2X6(CONT.) ? SEE FLRJELEV FOR DES. TO BE GLUED T'T'P, WALL SECTION -' SILWOOD BASE (TYPJ L NAILED BLK. I = STORi� o o _ 2X4(GONTJ 6"X6" 1*10 W.W.M. PRE -CAST SILL OR FIBER MESH GONC. SLAB z w z w 3 #5's CONT REINFORCEMENT S IMPSON O} " 5" CMU 6 MIL VIS HETA-16 r U rn U VAPOR BARRIER TEXTURED FINISH ASPHALT SHINGLES OVER TAP. WALL SECTION = CMU'S 16" #15 FELT ON 7/O.S.B. Ou� TEXTURED SHEATHING OR 1/2 PLY 2"X4" BLOCKING z ~ Cl FINISH FIRST TWO BAYS 2 - 5TCIR ' c� v METAL DRIP EDGE - 4'-0" O.G. MAX y- � (oX(o #1�0 W_W_M. TWO 5� C� 2X4 SUB -BAND RE _ O O RE FIBER MESH INFo1RGEMENT CHASE GROVES,WAVERLEE WOODS ROOF FRAMING W/ CONNECTORS z fy w Z FEILD STREAM 2X6 SUB -BAND (SEE TRUSS PLAN) > - } LAKE KEHOE,CYPRESS HEAL SEE TRUSS ENG. ROOF TRUSSES Q N 0 0 (3) #'s CONT. SAND D E TA I L ALOMA WOODS 24 O.C. DCL. TOP PLATE U nu WRAPPED/ALUM FINISHED FASCIA FOR PROPER ENG. GABLE TRUSS BRACING R-19 INSULATION CRIPPLE STUDS FIRST FLOOR BLOCK 2X4 SPF STIFFBACK AT SECOND FLOOR FR,41"(E ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) 1/5" TEXTURED FINISH OVER 15# FELT OVER PRE -FAB TRUSS 1/1(o" O.S.B. SHEATHING - 1/2" DR T WALL 4 TEXT. OF, 1/2" PLY. 1/2 1/2 "XB" " DRYWALL 4 TEXT. SF-4 32" O.C. v STUD 2X4 DBL. TOP PLATE P.T. PLATE HDR. STUD(S)/JACK(S) 1/2" DR'YWALL. ANCHOR BOLTS5 ° �-►- W/2 " D IA. AT 3' O. C. 2X4 WOOD STUDS SECURE TRUSS To 2x6 W/ LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �1(0" O.C. 12d 6 6"-5" CONC. PILLED LINTEL STUD TO HDR. PLYWOOD TO TRUSS NAILING BLK. RE INF. WIITH (I KING STUD(S) SP-4 PLOCKINC� MID-WALLROD 4" O. C. � EDGE TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR 6 O. C. IN FEILD u/ GLUED 4 NAILED II 5" CMU TEXTURED FINISH IX2 P_T. FURRING STRIPS SHEATHING OVER 2X4's FLi�_ JST_ SIZE SEE FRAME PLAN PREFAB TRUSS R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" DR`YWALL 4 TEXT. 1/2" DRYWALL 4 TEXT. Ist FLR. STUD 2X4 DBL. TOP PLATE 6P-4 32" O.G. STUD—/ 2X4 DBL. TOP PLATE 1/2" DRYWALL - - - -I I- - - - - - - - I MSTA-36 32" O_C. .. 1/2" DRYWALL 1/2" DRYWALL 2X4 WOOD STUDS 2X4 WOOD STUDS 2X4 CONT. STRESS z1� O.C. 2X4 CONT. STRESS " O.C. WOOD BASE I I I I I I BLOCKING MID -WALL I I I I I I BLOCKING MID -WALL I I I I I I 2X4 PT. PLATE NAIL PER SCHEDULE/ O.C.4 PT. PLATE o I I I I I BOLT PER FND. PLAN SF-4 32" O.G. e STUD—1/2"X9" A.B. 32" „ � - SP-4 32 O.C. a) STUD 1/2 X9 A.B. 3211 O.G. (WHEN UPLIFT)\ z� o Ira 611x6 1, #B10 W.W.M. CONC. SLAB Z — 0 o OR FIBER MESH 4" 4" CONC. SLAB REINFORCEMENT T,rl= EXTERIOR Oi=ENING IN FRAME 3 #5 s CONT. 1 -8„ � = 2 ma's CONT. 4 4 wzw 4 1 4 m }ff y} w m } 2 #5 CONT. U Ti-P. WALL SECTION INTERIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. INTEi`IOiz BEAF�,)INC-; WALL �J NOTE: FOR WALLS W/FLOOR LOAD ONLY BLK. I—STORi' (CABLE) WALL AND HEAI�)E DO NOT INSTALL CONNECTORS.irk MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" To 01-011 4'-11 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 4ADER 1 3 U) rm I —I F4 0 Q DATE: 1/20/00 SCALE: 1/41=1'-0' SHEET D2 or 3 # 1000 UFL IFT 5IMiP5OM MT5-12 W/-f 10d TO TRUSS AND (2)3/16" X 1 1/2" TAP CON5 TO CONT POURED LINTEL 2000 UPLIFT (2)SIMP5OI" I MT5-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/-1 10d TO TRUSS AND (2)3/16" X 1 1/2" TAP CONS TO GONT POURED LINTEL -Russ 3 BOND BEAM TfRUSS ANCHOR IDT A L - �R TROF f T 9" MIN. LESS THAN 10" REQUIRES I" NOSING DBL 2X12 FLOOR JOIST 3/4" PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4" PLYWOOD NOTE: INTO EACH STRINGER STAIRS RISERS TO CONFORM TO sBCCI 1112-1112.-1 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPAB 1 L ITY WINDERS- MIN. 6" WIDE Q NARROW END MIN. 11" WIDTH 'w 12" FROM NARROW END 34' MIN. HANDRAIL HGT. 3/14" PLYWOOD 2X12 TREAD CUT TO FIT - 1X8 RISER LESS THAN 4" TYP. II II BETWEEN SPINDLES PRECAST HEADER IX PT. NAILER TO BE SECURED (T-NAILS OR 4d CUT NAILS ACCEPTABLE) 7/16" OSB SHEATHING 2X4 BLOCKS - CMU WALL - BEVELED IX2 TO BE SECURED W/ TYP. FASTNER S" O.C. (T-NAILS OR 46 CUT NAILS ACCEPTABLE) PRESCAST SILL-- FfvONT VIEU, I" NOSING TYP. F- w 3/4" FURRING STRIPS 4 1X PT. NAILER TO BE SECURED W/ TYP. FASTNER S" O.C. (T-NAILS OR 46 CUT zz NAILS ACCEPTABLE) UN wip 1/16' OSB SHEATHING TO BE ATTACHED TO 1X PT. W/ 1 1/2" Q L STAPLES/ ad COMMONS 6" O.C. — 2X4 BLOCKS I 3/4" FURRING STRIPS 1/2" GYPSUM BOARD BEVELED IX2 TO BE SECURED W/ TYP. FASTNER S" O.C. (T-NAILS OR 46 CUT NAILS ACCEPTABLE) PRECAST SILL 8" CMU WALL SIDE VIUJ 40TE: GAUGE 1X PT a WINDOW 1/2' :OR DRYWALL RETURNS 8' CMU -- ® 1'X4' P.T. NAILER --1/2' DRYWALL 51DES: BEVELED IX2 PT WINDOW BUCK W/4d CUT NAIL OR 1 3/5' T-NAIL GHUALK UNDER NAILING PIN ENTIRE EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO HEADER: LIGHT TO 5E SEEN AROUND WINDOW. BEVELED IX2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ 06X1" 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 UJfN OUJ/,15ATTACkt-I NT IN LCC;< Offil'ifflWAll 2X4 1 (/ 11 o.c. ,5CUf;P,2X4 TO UJOOD uJ/1 j II-Q11 O.C. ST, SECURE 2X4 2 1/411 T=NAIL SEE ELEVATIONS FOR CHIMNEY CAP AND PREFAB SPARK ARRESTOR BANDING W/ GLV MTL CAP pBL 2X4 TOP PLATE FLUE PER MANUF. SPECS 1/2" CDX OR -1/16" OSB NAIL AT 4' O.C. W/Sd NAILS SEE ELEVATIONS FOR TEXT. CEMENT. FINISH ON MTL. HE IGHT LATH OR HARD IE BOARD SIDING ON 15# FELT L5TA12 EACH END OF WALL 2X4 BTM. PLATE 1/2" PLY OR PRE-ENGINEERED TRU55 -1✓16" 05B ELEVATION 1/2' DRYWALL 8' CMU I'X4' OR 1'X2' P.T. NAILER IX4 P.T. TO BE SECURED f —DOOR CASING W/46 CUT NAIL OR 1 3/8' T-NAIL 4' FROM END AND 1(o' O.C. NOTE: SHIM AS NEEDED DOOR JAM5 TO PLUMB JAMB WK3) •8 SCREW OR 8d NAIL (5/8' EM55EDMENT IN 1'X4' MIN.) ED100F J,4�15 TO E3L OC< 5ECU E TO 5H ATH INS L/ 1 11N. 2 =06 FER E3L< EA. ,ENE) r--)= I =r /=) =) =I A =t== 1 / L r— !— I W LJ L-ll L---1 OfR 1/1011 as -a EXTEf;Z0fR AFCCHUJA`C 'LATE _o F---I H 0 0 4 1-4 0 M l DATE: 1/20/00 scAJL.E: 114101'-®' SHEET 3 11 lqm usi �v�Si7 vs :17 .u.I 407 =' 323 VS74 . FLA, L•'ll: RIJAERS x w. _ _. ,_r_...� . , .,.. ...•, . �,� ._. ,.... _._ .._ .. _ � _.»_ w.w_._ � . . WJ 002/0t,s ; vain u� a t u� 1 •t�•a u .sx,s� uo, 4 HA k•Ixuv . �+. � •: w_ ,. _ ., »_. ' . ' ,its �vv3ius usiruiOJ '. .._r..�� .._ .,,..,,._�.w. ,r . ,.,...,.,w_..�.,M �..,._•.;_.�..,_,r. ..,.._ ,.. . ,..........,.W_..M,.._,...,..,:,�. . 1 Vn:J.1 U1 401 444 0014 kLA. 1'..k.txLtV"b ' 1, irkitt 2°�;ttvoders .2.. NATIONAL' CERTIFIED TESTA � D LABORATORIES. Nt�,-2�:aY,�.� ; . .,� •.Vlot .„ . , C NCxf.►219-1822.7 ,14go eamwi BouLsymp su11•l o • om Awo. &ontoA 32837 PHONE (407) 244.1356 FAX (407) 2404ON ; i . A AD& strip of Cftt Weattierdr* {0, rr m 10QAf0d49kt Oub BoUve sash Age and the sasdt � '�Q�� • :A a of bulb w via�rl we,��P was iorabaKi at tLe of the iaieroor off" '"" Iestf Vlaj►l W+�thtaratrip a Toasted at the nod" soh bottem rag. • Sid A @ t One WOV hale mpg 112' X leg height Was located at each told of the Wv Vatal weer rdaWft >rra�rr No.: x+;c»2�axsaz 7w� Pt� (6.0 owl" e ow 500bot♦ ' .� xs7tpW 'law swu rro ' m Tl �,� os4t880 •' 6�i�b The,�'aa)'/si11 aoiaestl we" seai+od with a � Nro .' •., • V'1'1' psf t>th so No i�atxy l�o FaiEry 12 'o$'•lw 08.29.86 ,' ae��torlr : p8 ��.-00 PM An insect screen n� 49.6/$" aada 1u}r 9'1" was to£mtte"dt t"s ao"ker 3.4 Rs>�€torm Load . �� '�! was a x98" The 0 iRo atbee wood tetoobusk u qg tdn (10) (81c'1" ftat hard) 0.1.40" 12745 �� 0.131" 0.140" LAZ O w ; .l7 Dogbxwg� �: 'FTo�ridaactru�dars Yatsa7�ado �co�'Pozre►tad i )besting ��dl (711} •7.496 0.0370► 100%'► 2540 Jewett qua 84ttooat SAit (700) 24% 0.010 Sanftd, PL =71-16� � .A1�Sii�A � s (60#) L" 0.008" . �c xD09� : one{i)Florleloea�twdsraLatrerartansincozpar+eked'aMadei'Siie,�toaocet000"�uaogAiwmiat�at ?..2.8.gx 0 '.S'.i'OQit1: 03-2�96194 eema Window. • 6 i , iDN%U p,realiore 8li.0} � pCarced ' � Aotirre Such SpyAfi-A meWMvced -AAMw. gQg �g a ahtft escoder » d3�at d�atioac mcer•tm� t>tke�a st the b�rlot� . 0111011 ANSIVA A" 101 A8, "Volutittar,�► Sys for Alumkub% and Poi r (VW Cb *") (PVC) r Mika �t � of the meeting rails. o vx4owa laud Glans Doors . man E•?�88j 1.67 Pea* • O♦ A Mums 0-or C" tw qWboft 214da rise P&fMWMft,0iWk ofhe1 of SG D-W of the AN WAMA 101-0$. ''*2.1♦$/1i♦8,6 Wismar R+aslstaii�e E6.0 amp" 0020test report tio. hI'C."NA210-x ` ` & WO WrY %am& 44e (1) sample tastcd wun 610111a b S side load slwWnsam prhae,wlndow somip to amp maser Sr., of w� �e for lsbo Cory r6 cof do load Compered to tee test spe d""A at the tbsxe of Ibis report A ' auctions of the ts� ' wlde by �3-1/d" i nve�l. `'.171e fixed � vvao giexad to the $�aea axe�od�b+�„ p�cov�pg n vie�gg errs �►f S2•�f�' W by: � � �8.4.�/0,2.8 • l7�fiorrn �',oed SbrstCturoY � '• � {',p y,�. The � ot� eta � be x�tainad by I�t3TL {iar a period affantr . 28-�f8"W& Thea 0vem a h �teaeured$4►718" ai& by$I-Wht& 1ho mesnd SUb Xltmbeawrea *Mth; broken, 2U paf ldwiv 0.0�' 0.140' qpj► 0* to tho cA tested. Tnw i d xzmadm rag was fsa tetned at east jamb vrlith two'(2) =ews. The aadve sash was remav+ab1e viu a sb3& blacbr 22.li pafl>#terior 0.00(r O.X�t1" Q • and taaTrle � in ala�ch interior track tlxie csm tgpa sweep look Was laost8d at eaoh end of the a sash � . F meefing rail. OAe s neW p bar egos fastened wlth one sorer at 064h end of the bottom rail. A rW vlsgtrl sash stop wasINC sa"*~at the yy__to,,p of each iaUw&r j�aab t mA4 *ame, membw* were of double wrow coped corAw coashwtion, The ' i sadve �:riYQben wren oaf sin& mew co00rAft M*1;Q1Yl. ic ~ Both t}ie fficed litesad a+aEive sesh'wexc.interior glazed wing X/8" (ASS)thick dear glesswiih slQcorie�. Lli back bed' and a em vba bead,' t 'PAC... NMW • �. Easy � .. PROMSI4MUIN MESCIENCEOFi ir= - , . ,{j�. �A���UIMAW • wi .yMyrT4.lrw.w.•w^•1•A4:••..•• « .,-+N n• ..w. .•. A_�.w,wri .•.,+�'V•rr+. Mw. ♦ + • , t1a� 1u/ y l ub I .ti> 't�'j . au / �..o VU � A 1 s �I.U1ltf/V�,t� • . , _.. _ ....�..,.�,..><,.r,...,,.r,..,..,.,r,�r,�...,..,�tis...........,r...._.,.:.,.�...,.,,..r....,, 03/104T Us: 1 t07 3l3 0674 VLA. �. ...r..,,M,... •..•..«,�..w,._,.,.;,�__M,•wr.,..�..r•.•n.w•.,.,_� .....,... w 1•:rtgUol•♦ltS IeI U08/0� 8 r . SERIES '1000 SINGLE HUG WINDOW ` ... • t ti ALItY WINO W .�`.a��. �:. ♦ .. , • s t Q S •�V'�'lORIaA EXTRVA6Iti FLORIDA EXTRUDERS INTERNATIONA4 .INC. c,�,oaoaor f _ FLANGE FRAME COM�rIC�M SIZES -, N., l4liLkrSTONE..lt1t}0 SERIES$iN+Git♦E HUNG Fi85 •..� .: t4 ' {SrNOw9g . 37' a3i� t .. .i • ' . '11Sti0t/ ( »"„_,�` ' _______ r , .. p'.11aSTEL�R 1'��,Mm�nw� ' COMPARATIVE ANAi "I$ C 4ART IN 088414 F%&"URE TUT FISPORT NO$: NCTL-210.1= 7 tI 'MST E12E: 37" X 631/4" DES10N PAES$UAC: +ah,OJ.Ba.a Psf GLAZING: On ANNSALED WA'MR'MST PA968ME 0.75 P W (LOW SILL), PiFaWORCING•i: NONE 13.5 PSF (HIGN SILL C040URAn N:1/1. WNW D > 19.195 26f50K? 30.$00 37.000 . fd N Q T V 20.000 347.02 219.06 ' 162.55• 143f64 30,376 311.43 176,50141.98 108.31 V. 44.t�00 311.43 167.09 13 M, %JV 50.625 311 A3 162.53 .126.10 92♦43 r 59.000 311.43 162.21 12248 85.03 63.000 311.43 162.2i 122.46 8S:o8 %7 • .::. rA 1N2 22 32 n IM EEEB 13 INS 23 33 .• . 14 1"4 24 34 ' 245 30 ...♦-no Now . 4 • .. 1` INS • 28 ♦ ♦ fr ti* t t?�1r tnrRrolrr tN+DtGATE;s cOMPLtANC�CvmH ttiE A90v9 st'XWD PA7rt es IN A*=ft0^ NCV WITH AMVAAMA un-69 �.[ ;•�' ' YJMlTA1YON6t _ i : iR. YK9 AscaV9 vluuss Me st1'AttO'CtJA1 09s+c3rt t oAa s Nava NOT a aA"a BY Wassa 104Rro,IANce WA'1'1rR Pl;!$SSI N i UROWNTOF 16% CW DISMIN LOAD CM IgottXcM iNe WA-M PWOAMANCa LOM S 18 tilt 26 36 • 9iA7t?D IN L1:t36At0 ABgVEt, x ... . ... P"DUCT do APPUCAMOM 040NURMa, lido, .'' . . • • . ��e wall' c3asssrrirts� s:�Nsa • 1 .. . • -�• � vote MArev. l+ccxawA as>+t�a • • • , / j Aff iNON ., . -------•*._� ..•..... TEST SUCK t' N X� . tt • ♦ yr 4ft.� 19 _ • ,, r The test specimen, wits me t A to the test buck using A/ r ( • g } c f t"1S . • 8SCIZOW located 3,ocr�hio�x shawtn , :3)1-WW.JCQfiN ' Iia~7<�'v �O:L (Atr Xz t'i t �TRO -DADE OtJN�•'"l' I QU�R,ED ,a 'Salo. Lh f 17 1N7 27 +. 8C:ALR. 1/4n s I 1. •- 1 2'` Front flange {TIC-ta 'nP� for nW00W Corol e"iM. { 3'oB No.: ~Xi0''���r� ��3��'1'J/ Meftnry� Wghts . rr>esosslre from UP of Pr x"k alll NO to RM+e>.;Aff CLEAR OPENIM '`-% I . l+lonufaduttir .1`40 ntrslWs l *640ilon• an a 1 X 2 buck sto. ear �o� tam NOTE: 6 do �' K *W style is standard. � �� El oP 5 • f " (� Esr"s VvII dow (� Ofe . tat* Code � TEST 'DATE i � `�►`," �fd► ' ' �, '� �� • M.,,r ♦ '♦ • • , • • • • • ' ' • ` • � • ' , ' • , • • • ..«w •r,•., .. ♦.»•, r„r.r.rw.„ •, .,+.. ., •♦rr. •• , .. ...•r„�•r •... •„.. ... r• ,r,r. „r .. • •..,..» ...• '. ,. •. w,r ,.. •.,. ' •.•,r-.rr.,..•.,.r.r..,•..+.....w•..a,.w.•w..•w..r.M+n.._..w.♦r.,o..•.r+.r-.•.•+.,......r♦..w...w...•.«,+r.+..r,rr.«..w .,v ,.... wi,..v..,�.+t•.r•...w.W,.....w,.a,«...,,..rr.Hr,�•run».nr.rnn•....u,.,r„+.....rr,..w,.....v.•.w.H .n•v��r.r r• . .• •' ' '♦ • ' , ♦r ,, ' , . • ' • , , � Y • ♦ .. ....«... .. �. ` .r •N1V t r.. t. •VU. •A'..w .„..,,.,.....A A.t1A .. •ltaa}r11\fJMMA\.r1 «........ ....n..,,..» .... „r..r....,...,„•. » r.,�.r,.,•. .....,..�:V V V! V.►V ,..... . _+ `.. rr • . e • . .. ♦ M�rw ♦ v t ♦I.ry v.v ♦ , ♦ M.. • JIHA1\I.•Ll.fA\d �V.4.V/ V.IV • . . ' NATjQNAi. R77FIE D rE$IIMR LABORATORIES i ' - h'ioxifdaad®ra�atwo�1�c•► .�- NCTL-�610-i8Ho-� �• 1�osytda�8awbc�td®xsZptioaatYmaaspoxated, ��- NGx'L��,o'�1880•�• t . • 1420 GEMINI BOULEVARD • SUCfE 6.ORLAND(3. FLdRIDA 3aB37' PWNE (407) 240.13$,$ • FAX (407) 240-W2 . One (1) WOP ha)e mes►VJ ft ftr X r =A emp a plud* wasp Doug was 140AW at j ad,9• ' each ettd ofths aKi sill w>til. One weep hole nt 811�' x 1.811E1 ,tom parent tea rport noa xcm-2i0.1$eo-s ton tat mutes and goal al3oae.1 , . was located at r and ar fzoan Baal► end of the eaniaae SM t c. at dung MUM*t *Tested with and. without huwct uxa m, . ' •' White painted aluminum • " , �Ept1�1' PTO: rii'rT�r2iQ-I860-fit nk L6B� Q11�R� blee�� tits kf@a�1C8 CfgBXia level 0f H$-4i"lil of the 4�5�1!►�A. IQ%9{�• • TEST DATEa 08.20 0 All fime emem woe sealed with a SaaaM" selant. . t Q'UT DATt1r (008-9$ I}eta�ed dt8arittglt were anraiIable fox laboratory xecorda� and cam to the teM species at the ' I�XRATXON DATA~: 49'•�-08 1~c��; .Asi b�ti sateen measuring 3�' wide by 48•Bt�` high raw of nodta�r$d type' P corner with myIcaa comer lictsys. The *wean enp3oj ed $bsrgIass mashoioth with s tuatq oftids.zeyart. A =W of this reparx along with xepareseutativesections of the test spseLrieu wilt hollow viayl SAW be a:etsiaad by NOM for a period of four W yam. The xeaaWU obtained UPPbr ohly to the speaisamen PUrida Mctrude-106maaonat Inc. ' yR�tptpt Nam. iT,�r1�i.S,? S$It 2llsit� " 26 0 Jews t .......,�� • Sward, P'x. 38'17i•1800 ' .. • hTAT10NrAf. Clot '1R3TI�Cx ( !a' t�l►etrat�aig +'ooK•e , LA801*tATo C. � bight Aeuvo pxnol ip# Mux. 200 • 1,44 A*vp Puna! • 4# M M . ���� . Florida Exituders �ttexaa�nal IIna: s 8`ex� "�le$t+ans 1000?` Horisoongtl • . - Slid ing,Aluninum game Window (Z`srpa XU) us-R60 (D48ka Pxossuro 60 parrxlodor & Ini�cio�r) s *+32.1.2 Alt• Ta1 • .. . ' 8Os7 0♦67p08:) 0.08 r= SZM-119AIMpANSVAAMA 101.9$►tValumm! 0.18 cao.87 cr Mail chloride (PvQ lxiaeVindowa �d 3100 .» ` o . ♦. MIA !� 'Voter Red ce • (5-0 Gp"C�JM • , a i.� psf NO try 1•to lhetxiy • , ' �' p'o�uo 9a! . eas ' uring ' h@teat ecu�m taw writ type ")(00 harzata(sliift �umkum prune rxla r t 1� � $797 V*r..8lvd. y f wide b t13" high a3vezaU♦ The active panel m 3!i•G18" wide by 58.W high. X. Urai%�rm Load S cuctural I tuvldia a vunv su�a o%37.1twide Uy 87-112 . aaxe C.25�' 'ndo, P'z► 88d�e • • '1 ha �xod 1>lta wras glt>r�ad to tho Create t»atntw>rst P 8 � kt.g psYL�ertor Q.015 a•�r �l�llV high, . tame and sash membem were not thermally broken.• Ono metal cam -We sweet► lock was d loaned at 3-1/S' boo each and of the Interim meeting stile. The keepars waro oxtxuded oats the . **2Z4A2 pe g Tess r xt*4* r M60ting Stills$ at lock poait�ions. A rigid viayl cap was f*stenasd witch two (9) Wowe at each ,Astiwe panel t and of the acilve panel top rai1.• One metal Z00*rl'plastio htw$ifigwaslo aW at each and ofthe ha il ail mo 7.. 100%. � tit ove pant bougm mill. Into frneaa wttK of tlttuhit1 *Mrow a4mul corner cimucructioa, 'I'lt�ts fixutl 8% (0e I Bpit4m itttli t7 6.4% (Q.027") . < its% . pmel> were of dcxtbla screw av4d cornercur"(100. 'Ilia a wve rwaels were ofdoublo craw doped corner construatioo The rxed meeting stiles was fastened to the head and sill at mid -span Jamb Stile ( SOM 40W) < 100� 36.vr f0m each jamb with two (i0 screws. eeiing Stake (50 G.2'! (0.091'� < 140°ti A '!.'he &AM8' was auounted into the wood teat bunk using ten (10) (08 x r) flat * Water Ro ♦ (5♦0 C lOM , headzawa. WTP 9.2b Ref hto Entry No Entry t Panels were' intorio�r us 3118" clear annealed g.'l. l Uniifwm Load Stcuttuaat Both aadvo P*inela And fixed ptaa glax0d using ?�Q ps f � Q �f 0,25r ' gl*s with an adbaesivo silicone and a soap-i» rVd vinyl gla dag bbsad, 75.0 pef %teior 0.184 . Slagle Aps of ce►terfin westh+ctitip (0♦I90r' high) were oaated at She top 'TEST CQb Y.i+ D• • U8.2q- rails, •bottom ra£is and on each *alive "Ael. Single st idpa oipolypite weatherstrip' (01W high) � • { were located at each jamb styles and a*sit ai%eetinc Taal interlocks. t PR01XS$t00At.S IN the $eexf 0 ITST1N8 r •' • ,,.�•.,♦µ,.,�.r.n • r " ' . ' W.Y v,. w.1JH♦R.�•!A^P,•w•�-•.•41•«r�MtM'T..�........�'�w••' ' • • „ , • .n•-,..n•. .mow• .«w♦• ••w+.v •✓lV.+,...tt.�♦•Y .'i•.•w»+:NI, ",.r♦•,V"•.w.+h�:•'afR,W♦+•••J..ir♦..rr...w•r«••..ww', •i..r .•, ,,..nrw. �,r.•i e. ,,. _. r.+w.,.........••,w... w.,.......u..«rwn..„«♦....• � - . .. • • • ••~'••• ,► .v, vwV ,t.♦. A AW.. .4HA1YV✓4N\N y VJ,r+4IVI.V �y. .r,3%10%�1•j' Ott; U •�n'1 jllll .SiC.� U'3t Y1�tA: kt1l11tW1k.K� 1f61V1tC/Vbu ..�1.►v!u< vv.1.v 'vav v.{t•a rtt.tcs,.�,s..►aAWL�•.A�,+ v�.JlV�v 3 . SERIES 1000 HORIZONTALROfL WINDOW NODALITY V!t41100W; 4Y PL6011DA %IR FLANGE FRA1�AEs 1 0ULAR' SI��S + tl , • J ♦ • , 1i�'i,% i a`, '••t • rii1 �: ,t'r .�, ,'2 • , r • • : , • , ' ♦ • ♦ ' • , ♦ ♦� r ' ♦ • ' at atw , 1, .All. . rt• � ♦ �J.� ` ', ��• •,�'t n• �, r••s' • 4 g. �- �P��M)♦ ,►�`�•�1D �7�.. ♦♦4�.•y��4..,.♦ f•y(� Sara t,:3' o ` .: x �, ••'. •` A ' V � ii r � � � � f �MN � Mt..t.►�� w�w..� q.MN.,II } r . �'. ✓r.�%''♦ . g � •. � s • <_', ••'. ..?y Cis � �' ,��^iii • �y,• � �' ♦t it 0 TEST, DUCK k' w ' ' , . : , .. • t. F.9 . . .' ,`, �. Ky L L 'EL'U 0SI'M t Y r tr 8 � '°�� .�:�i:r' • � . - $Ott,aasoMIN solo ra 4040 iY�.r , S Vjh i`i♦i •ri '9�• • ♦ t • • t ♦. k � ,,.iy•. •:fret •,•,tf.+. e t s. «'t ♦.• �[��[•••.i 7 .✓•.:;' �•••�':t. oi. • �• py',q •W�q � 424 tit • , � 1jf iQ ` t tS' ,1,.H 't ° ; ,.s •' � {{t��♦�♦ .�, Q� � !f1 f. ♦ h • • Ott IM 3M �f4�fo 4fitfti' 2iQ Q 96'�o tlG:So a5 j 72 tl'ho test apeC3.men wrttc ravtOP In tact 't o the ♦t ��' t : ' .='' r , ;' Ci VVV p { ) ✓ lreot buck ual.nq" %•PN scxewa l.oca►ted at 1.ocat ton ahowfc" ;`:3: .�:= :I .,t• $ $ '. ' C/ r• trRO-E) ADE COUNTY nCiUxItSU �Y✓,t.:,4tt: ,a t ', ,♦ was st: 't .�;'f. a `� �,• }' ♦.• p �p � '� � l'f)r ���as,rra $Olih'rQR E ``' `> r.°:p�`= t r .:,: N t•Y !l, • (o ' . � y' ...� •:: �.��'.:..$ t �t: �>~:., fly[ s , �. ♦ J s r 'JOB NO • f/. ♦w ' � •rr� 1+,'r { .t:�., r;� i 'O�:.ay.•., :i �r • •' ., ^ , • �y �r'� •� 1 J ♦ ti ..• .t+ i�;.. <. r y t r� tt� f;,e. 1 "a t!j' ( Ii.7V �J.dJGZIa I/�ur �t,��l .•YY SHEET 4� t,<<,. •'Se,� .� 2 i p . 1/.i' Pf"t ftAgs ("lip-t*-rip) for mosonly coft*u . �:,, . atf oo. Ci P` �. , ;,; E : ';; ::' .><,: �.: t *fft mea=ne front top at precast $ill OP to nntel...NET CI. * '0P2NlN0 �....► / � l.'Y;ST DATE!;; ::�.••; .:; qr • �.. 2. ,.. t„ -- M*Avfadurer racommwWg inattatnotion on a beveled 1' X 2 buck strIP. • . ' ••.tt" ' .r• :Y.'•'};vY";+' '',� •\ :i`r• y''i.,, • = j•• .•'+ •. t ear y ;:�°i'{:r ;:�•,'ra :t�a1 'tq ✓+�� ,��• tea.° '';i•. "P •�' •y; «a' .. � fa u • • ' i�;'.1t'',, •=,.•ve,•,�eoZ�L,n.i.aR•'t".'J'%.�;{'t•tr'�;•i >p�;•�j;,�'3•.a�rs%•) ; �♦i��!2ai ..t:,f,!�• :' �'�.:e"r.jt•ti$e�d tsi•:,.:S: yt t. ;:''�'�i's',".a'.♦.i•t py" .A,,..r';: '7 Sai'�n.•tr,va Sr''•:''•�::•'?'•'•as' •. .•t••,•,•• ♦ `•t„I: •.:;o, 'ao:i. •:;�'••• �.1'.•«. ♦ •t •°t'. 't i.• • i{1{t_ �PIEIIgIIrt *w11dt1w4wow Lfe Sdety Code .".n' H 1 -$ 'q'.• .a _ ✓fit. ?'i .bY {)i .. • .. � o ';i%: ••.t:. ,'r.'21t;°re C't a^ �'1'r• ''Lt ti �•'�.: �*•. t'r i' "..•. .•.r � • '+ '�'e•fv°t'''2 ••u': `'is';t'+'r.'.,d• �f Tn '��:'�:✓, y':. . .'d... .. _ •a,,p;i . > r9, ✓. T , ;tM•;'':•' , ..ir ., . ....Ste, .a . .. .. .. . « .......:. ,. e.. , r �A &AA, 4VO 4A.4 V4i4' A Q4.V VV4 4. + 4. NATIOMA CERTIFIED TESTING LABORATORIES -3- ivc_ r at 14t0 (;SmNl 9OULEVAfe # SUITF, 6 - ORLANDO. PLORIDA 32W PHONE (407) 240-1358 - PAX (407) 240-,Uft Double ships ofpol"ile exottip (OMW bW were located At each intedock sail*, Double TOP 9011 (50#) 2.4% (04151 4C j00% IZ8991RU" MMMAMMU natant' strips of cenorfin (0-3w bw wen4ocated dt ea&,Jsmb,,-* Bottmw Ow 9.4% (0.041 100% XM "RT NOS X0114-210-166ZI Q *L* Double weathetstr* (O"'Wob) weith�p Yme located at each bottom to ships orobpffe Ar located at each panel top ralL A polypile dust plug measiving I-IM x 3* x. .5W bigb was lotat*4 at tho s14 Jamb Stake (700 Xnftg Me (700) U% 44% (0.0191 (0*026'7 < 100% -14.100% TZSV DAM& 09 Z"4 undor each hftrlwk st%L MWO*r DAM 10-26.•94 mltox DAm. 99-go-98 weep notoh w*asurwg J-1m x 14g hal&t was'located at each and of fteb out V"ticalrolfer one Top Ridi (500 14.0% (O.OW), lic 100% lei Bottom licit. (500) 6,0% MASI*) < 100% XAMOR&TOM OwTUICAUM MOA 9A a NrAgm vwasm Whits paiated AUVA=�= J*Ub Sale x0eung stu* (700 1.4% .2.7% (0409w) (0.01r) < 100% s, < 100% Florida rxtjuders IntemationA Tn00VP0r8tAd SNUAMF A snmU-joint aealmt was appliesto the jAmb/ziHcareers. , 2640 4WAtt Lane Sanford, PL 32771-1600• winsect screens =w=iAgb11"erica by7'U-1Ar high sad 4!10"*ide x TU-IX highwas •Two of coped overleap type comer _,wiruetim Top rail/stile ournem used two (2) ia"ns, Bottom raWsWt 343 • W*W Rao;skanas • 5.0 GPI074 coraftl- 'ed a single Of So". The left wt"n'wemployed a plaW t"s 1o* with# keeper aftwhed to. do lid'7.60 = pf q xuiry so utw Boor, {TypeXXO) WD-00) Imb. The center screen. employed a plain p" han4st. One (1) m" slxWwroller was located at each end *I= fflwAVjM=_- ANSIVAAMA 101-93* *Voluntexy for Aluminum and Poly Mayl `each bottom nW. 3AI 45.0 mf rikkarlor O.W.9* 0.3"11 monae) vrvv) rr=e• wumow* fag 0"%A1xw,%x&U*D "wwwa 4640 por bAsAor I 0.3W COWLIMI 89MI" • The sample tested was a, three panel type wXX(r aluminum ading &W door M"Buring 1510- wide, by 810-31e MUL high The lift act ive and right paxwl mossured VO-Vrwide by VU-314! bigin. ANWAAKA-AN" BANA24AMMA "I 2M *TO* perfamAd vita and wahout insect swem the tenter actiw panel measured 510-1/2" w1awby 7111-Ve bigbo- the tight new pand measured-n-ur wade 101 by 7#11-1/40 high. Frame -sad panel wapibem ware not thermally brokem Th4 find panel wss secured to ft 74% t0t 4adman meeN the pertbrman" criteria level otSGD480 of the Jamb with thres 21, long aluminum retWhers each fastened to the jamb stile with a aingf* saftw. One Aadvoftneh aluminum retetWng auglo messuring r x r x 3/4! x 3/160 thick was fostwed at eaoh double I TO Open, 5* so# bet@i1edDnmfppwere available for jobmtoxyric4rds and tompomd to the teat spedmaAat the time oftbis section with a single mew into the sill.One plunger -type -sewtaity look was bstened to the left active lock Ta Motion ObitMw. 20# vepmt Aftw.*f*wfr0PMta1Q*gwftb seWousafthe test apeoWmwill1be xeWfnedl�rXCTL stile wft the lm6per fastened to the left j".'One 4ustable viotal singleroller am=* usedatemix forapedodeffour(4)YOG". me results obtalood apply only to the spedmqu heated. end of the active bottom reft 7to Arame, was of double semw coped tower Panel top "WSW* 2+1.2 comers were of double screw overlapping coped comer construction. Panel botbm =We& cornftv-wM of 0.57 pe Cw 007CMST single s=ow ovorlappingeoped airaw comotrucdon. The dame wow mounted tothe test buck tiwftfifV-Lwo 101 p4 = =pb) 013 druxr 047 CWMIST NAM IX&L (521.(ft x -11 flat head straws. U20 Wator Reelftww - 5.0 GFRAM2 �: All laanels vreehewtxel eel >ksiu 3f 1,0'' such VV 3MpX so Rutty. Xo Entry Q : .2,L4 U14"d struebwd 30.0 pauxterior 0.1or 0-w 1AM 30.0 "futaw 0.4w. j !l . FROfIESSIONKS INTRE SCIENCE OF TOUNG Joe AW 0 1 4AV 4A.L -AV$ 4A,0 V464 XLW, UAA^0041" Wd V.&*/ 940 00 SERIES-1000 PjL0R1DA*EXMUD2RS 1W. 3-U-st SUDING •GLASS., DOOR- TYPD�AL ]BLOCK WINDO' 7.WINSTALLATION $1.11>W* GLASS DOOP. XOPM. ISCSO 4 ttvry. Woioowt sy ftouo4A #xTitwis C*WAMTMAXA=3T5CV;MT HIGH BY-PASS SIDING 000F.,,., tA."DoxNcrL-210-if&-i S (LOAM) A. I X 2 BEVELED BUCKSTRIPS SHALL BE-PLACED.APPRb)(IMATELY 3 1/4" Tenumia 1w X96-sw (no) t FROM OUTSIDE OF WALL OR BY FOLLOWING LIP OF SILL, TWLOADS = +45.0 -4$.OPV 49 $14' 61 3/4e 73 3/4' 97 31e *1 314" REINFORCING*. NONE w 71; w 12cr DONOR DIMS. 9411ON LOAD ITY.- P8F PANEL worru 0 Q5w ffigtff 2--7- 29-1.4SER UVOWN100 4" OLL 3/0 0/6 410 416 610 • I oat ee.0 so o 00.0 69.0 50.04- $10 316 410 410 $ 10 -9/0 or/$ 410 4/6 rdg- ell _50.0 - 00 eq.$ 504,0 131 - --9010 50.0 48.9 $0.0 4" 447.1 47.9 484 411 63.2; 7 _44.2 - 41*51 44.2 x 00 we .3/6 410 4/6 M YAW - _0 8/0 ma 48.9 4Z3 3 T"T §LDA, MIII -1333XjX■ - LJ-LJ%L■AJ 4068 Goes OX..XO & XX 0x_x0 &'xx ox-xo * XX OX-X* Xx- .04 Xx 182 7/c 145 1/fr 101 109 I/Ir two V 4 S I 1 51 t I tx t-1-1 LLLLLLLLL * + 15068 ox0 9.M 0)(0 12000)(0 c"�� 0=32cij= EI33MIMU3 EIIIIILEU 193 121 3/C 145 3/ir 30 + 143-5/W '191 Vt 10069 oxxo 1200 OXXO' Ism 140 3/8r 109 3/w 144 S/Ir 100 142 5/fF 78 5/4r r t I UIA tu_]CL 1.2068 XXX Ism xxx 9M AL-FAR000 cow. IS$ G-W- Oft AVIR, . .......... 117 1/4r .141 114 ISO i/f MKIVII, FL r 305-204-8100 B. BUCKSTRIPS SHALL BE SECURED TO MASONRY WALL USIII13 COIL NAILS LEAST 1318" IN LENGTH AND SHALL 14AVE A MINIMUM SPACING OF 16 + C. INSIDE FLANGE OF WINDOWS 'SHALL HAVE A CONTINUOUS DEAD OF -cAuLk AROUND PERIMETER or. wiNDow. D. WINDOW S14ALL BE PLUMB AND SQUARE IN OPENING WITH MINOR 4, -ADJUSTENTS MADE TO COMPENSATE FOR REVEAL. E. WINDOWS SHALL BE FASTENED TO BUCKSTRIPS USING 0 8 X I SCREWS, FILLING IN ALL pR*c. iDRILLED HoLrs MADE By WINDOW MANUFACTURE, F. ALL WINDOWS SHALL HAVE A CONTINUOUS BEAD or, cAuLy. Appupw To THE EXTERIOR PERIMETER OF OPENING. SLIDING GLASS DOOR WSTALLATION A. I X 5 BEVELED, BUCKSTRIPS SHALL; BE FASTENED TO BLOCK WALL USING TWO COIL NAILS AT LEAST 13/8" IN LENGHT AND SHALL HAVE A MINIMUM SPACING OF AT.LEAST 16"# z B. WHEN APPLICABLE SHIMS SHALL BE USED ON SIDES A14D HEADER, 0- BETWREN THE FPAmp, AND iaucxsTRrP AT EAcini or. TIC PRE DpjLLPx> F AMES. U C. FRAMES. SHALL BE FASTENED TO BUCKSTRIP USING #8111/411 SCREWSW AT EACH PRE DRILLED HOLE D. - ALL SLMING GLASS DOORS SHALT, BE P-MB.EpDr ,.D'IN SAND MIX (MUDDED IN) UNLESS PRECAST SILL IS USED, WHERE SILLS MAY BE,CAULKED. DATE:: 11/11/ E. ALL PRE DRILLED HOLES IN SOD BOTTOM SILL SI4ALL BE SECURED TO TI-181 SLAB USING (3116 X 11/4) TAPCQNS.. iSCALV: 1/4'=11.00 J) 814EET = x= E3 or8 y HOR014, INCD.R.T5- offly *Wftgs caoW W 3/4" F/r at :ft W= 6250 HAZELTINE NATIONAL DRIVE I *ob* 0"4 ftme hood* I"wicam, on X 6 buck OWP earl SUITE 102 wim =t=jh6MtxP in the aww for dlywag to, buft agehat both foamo, joff**,and frams head. ORLAWO, F4 3= frwm jamb* ~ mms%q the hwW of the door t e Sao 1-71 est + ? ' r . Tart TM t, it 0 AL11''Y WINDOWS ey FLORiaA EXTRUDER$ 0 ALITY WINDOWS By FLORIDA EXTRUDERS t1ALlTY WINDOWS ,OY FLORIDALEXTRUD•. �� 0,ERS SERIES � GD tit- t- *4 SERIES 1 aaa • SERIES 1 UVV WINDOW i�C}�tI�t7NTAL ROLLER WINDOW.V4 SINGLE HUNG WIND SLIDING GLASS DOOR � � ��� • RATED' CS0 30 *PSF DESIGN PRESSURE WITH ' APPROV0 FORCED ' ENTRY' • ' �` 8 = a ka ., • RATED, AT R45 (45 PSF DESIGN PRESSURE = 162.38 MPH; 23X GREATER x� '�. Rai • RATED. AT R45 (45 PSF.. DESIGN PRESSURE • = 162.3i8 MPH, 2390 GREATER. • 4 314 FRAME DEPTH ON 2 TRACK DOORS � ., 'THAN "30" RATED. WINDOWS) � R� "� '' THAN "30" RATED �VYINDOWS) STANDARD '.WITH DOUBILE SWEEP LOCKS • q t3 5/16. FRAME DEPTH FOR 3 TRACK DOORS; 6 13/16 FOR 4 TRACK' DOORS �, ;; AVAILABLE IN R5t5' (55 PSI" ,.6ESIGN PRESSURE -= '17b.52 MPH); STANDAR6 w UNIQUE. 1/2" FRONT FLANGE FRAME DESIGN WITH. SNAP-°-QFF FLANGE FEATURE • A►vAtLAet_E IN R55 (5S PSF DESIGN PRESSURE -� 179.52 MPH) NO TENDENCY FOR BEAD "1 O LE SNAP LOCKS AT SILL " FOR IMPROVED INSTALLATION IN BOTH MASONRY AND. FRAME 'CONSTRUCTION • INTERIOR GLAZED FOR INCREASED PERFORMANCE, N � WITH D UB . PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS �� � �.'���j� s �` INTERIOR GLAZED FOR INCREASED PERFORMANCE, NO TENDENCY 'FOR BEAD 4 AVAILABLE IN 2, 3 AND 4 TRACKS AS 'WELD.. AS POCKET UNITS • FRAME DEPTH. 17/8 1 /2" FRONT FLAN # . "; GE FOR MASONRY; CONSTRUCTION;, 4h�F ' -••--- PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR 0 4AZED WINDOWS w PANELS , HAVE UNIQUE DEEP DOUBLE —INTERLOCKS F`OR STRENGTH AND �' `�' • FRAME DEPTH 1 7/$"; 1 /2" FRONT FLANGE FOR MASONRY CONSTRUCTION; REVERSIOILITY; 'DESIGN: REQUIRES. NO. -NOTCHING 1 %$ INTEGRAL NAILING FINS WITH 3/4 SETBACK ON FRAME CONSTRUCTION '4 1 •8" INTEGRAL NAILING FINS WITH 3/4' SETBACK ON FRAM& CONSTRUCTION - • A NIGH GRADE 'BQX .SCREEN WITH STEEL. ROLLERS AND DIE CAST RECESSED • FULLY INTERLOCKING FIXED RAIL AND MEETING RAIL ARE HOLLOW AND HAVE .� / : DOUBLE- SCREW BOSSES FOR REDUCED TWIST .AND MAXIMUM STRENGTH •r'""" ,` ^ '• .o:w• o . FULLY INTERLOCKING FIXED RAIL AND* MEETING RAIL ARE HOLLOW AND HAVE LOCKSET . IS A STANDARD FEATURE °- °..,,..`.a N� o OFFSET DU!E TO SAME SIZE JAMBS ►. DOUBLE- SCREW BOSSES FOR REDUCED TWIST ANI} 1MAXIMUM STRENGTH • DEEPER GLASS POCKETS - FOR IMPROVED ADHESt01� OF RAILS TO, THE GLASS L MEETING RAIL IS CENTERED, NOT ,� is, ,.4, WHICH RESULTS IN SUPERIOR APPEARANCE P� A. o DOUBLE LIFT RAIL STANDARD IN. ALL PRODUCTS FOR • EASE OF OPERATION s 1 ! x' EXTERIOR SILL IS STANDARD; OPTIONS ARE INTERIOR FLUSH! SILL � �• � p UNIFORM APPEARANCE 2 AND 3 TRACK ONLY 5 g' AND 4 5 g' "A00 ON" ;RISERS _ • DOUBLE PULL RAIL STANDARD IN ALL PRODUCTS' FOR EASE OF OPERATION AND I C ), / / Iz AND UNIFORM APPEARANCE 1 s o DOUBLE SWEEP • LOCKS STANDARD . RECESSED DIE CAST. LOCKING HARDWARE ,41 y, '2 a REMOVABLE SASH WITH BLOCK AND TACKLE BALANCES • OPTIONAL WOOD PULL 'FOR EASE OF OPERATION AVAILABLE FOR STANDARD • DOUBLE SWEEP LOCKS STANDARD S OLLERS" STANDARD IN . CUSTOMIZED HOUSING :�, -- s CONTINUOUS INTEGRAL FIN' FOR NO OPEN " CORNERS HARDWARE • REMOVABLE SASH WITH BRAS R • AND ' "' " • UNIQUE "TANK. TYPE' WEEP SYSTEM ALLOWS WATER TO FLOW OUT OF THEu$¢ ail • DSB GLASS STANDARD, OPTIONS ARE 3/16, INSULATED, TINTED, LOW E ♦ 3/16 TEMPERED GLASS STAf+IDARD, OPTIONS ARE 5/8 INSULATED, TINTED, x o o a : "SILL.. WITHOUT BUILDING UP IN THE TRACK. (INSULATED ONLY) AND LOW--E (INSULATED ONLY]41, UV PROTECTED RIGID PVC MUNTIN . • ,:CONTINUOUS INTEGRAL. FIN FOR NO OPEN CORNERS �, '� •. °- • DOUBLE• APPLIED*• INSULATED DOORS AVAILABLE .WITH INTERNAL CONTOURED •MUNTINS W E , � , �too l • DSB GLASS STANDARD. OPTIONS ARE 3/16 INSULATED TINTED . AND LO ® INSULATED WINDOWS AVAILABLE WITH INTERNAL, CONTOURED MUNTINS o AVAILABLE. TO'BE MANUFACTURED IN CUSTOM SIZES AND. COUNTER TOP UNITS , INSUL»AT'Et? ONLY a • ALSO AVAILABLE IN 'RADIUS MEAD AND .PASS-TNRU CONFIGURATIONS o FIXED PANELS INCLUDE SINGLE ROLLERS ALLOWING 'F'OR . PANEL ADJUSTMENT !' g o DOUBLE APPLIED, UV PROTECTED RIGID PVC .MUNTIN • MAKES 'USE OF 2000 . WEATHERSTRIPPING, GLAZING BEAD AND GLASS 'SIZES AT THE,JOB SITE 3� • INSULATED WINDOWS AVAILABLE 'WITH INTERNAL'.CONTOURED MUNTINS TO ELIMINATE, DUPLICATE INVENTORY • OPTIONAL MORTISE AND SECONDARY, LOCKS FOR ENHANCED SECURITYt • ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPED TO ASSURE s AVAILABLE WITH , A STAINLESS STEEL OPTION. p • MAKES USE OF 2000 WEATHERSTRIPPING AND GLAZING BEAD TO ELIMINATE MAXIMUM PROTECTION:. AND TO• MAINTAIN THE FACTORY PIN! H ALL THE WAY �ALL PANELS COMPLETELY PLASTIC STRETCH WRAPPED TO ASSURE MAXIMUM ' t DUPLICATE INVENTORY ' ! ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPED TO ASSURE TO THE JOB SITE r PROTECTION AND TO MAINTAIN THE .FACTORY FINISH AL C T.HE WAY "' +► DURABLE POWDER COATED FINISH :UNSURPASSED ' a • ~" , MAXIMUM PROTECTION AND TO MAINTAIN THE FACTORY FINISH ,:t TO THE JOB SITE w� ALL. THE WAY, TO' .THE -JOB SITE ° IN APPEARANCE o DURABLE , POWDER COATED FINISH. UNSURPASSED r ' r IN APPEARANCElearl C 0 DURABLE POWDER COATED FINISH UNSURPASSED' ellY -e" T IN APPEARANCEt 'e awa.«...,..........., ,.,....TY: 27 m 316 231PiRh1GOR��i1� OQ3�009 C.� ....T TM et .. ,� .c��►?� c�o,�... :xtro �M +At./l11�P,RI,'?'dc AI���hiEL�i�i��, iWC ' • "2�t7 ' ' ' • ' �t N4 :iM/s1� �9Yl VY�:VY� • e . I 1W T11 MI7:� 1 •♦ _`�•"0 lip QUALITY WINDOWS BY FLORIDA EXTRUI1ERS ' • ,1ss , .� ' ' � � � :•. ' : ' �,� NO'1`r�G� U..�,,,RODII4''T AGC�:'1�TAMG'��t24�1>l� • . � �' ?�..,..:.; ��' ' 4 : ,. Prcara�!►sY• • • . itnsce: ix•x•� '• �am� rto�rr�t►�t{�DnCT' c • �g��s 3 . . .... SERIES Irene -P.O.8ox.. �h����•���.� . •�� ^.�v n� ��� . 91t S. ktkrsan rsmaw> Regan Data: U-1-96 FIXED LITE DESIGNERS .•Pf#*u* Kom 6670 P.0:8a>tT6 � aExp3racta�triate: 12.31•0 ' 1ISCf"1�tIP'r'f['fN bF P� 1KaRtsscss' 6676z ' - • G PRESSURES OF 50; 60, & , 70 Mvdot b�t$axtiau Trster�y (�Yond l�d� Ogtsa3�n�C>laa+tng situ dal ��rwitb BK'a. ' -� ' ' o RATED R50, G60, C70 (bttI N ) , -� COLOR R MATCHED BEAD CONCEALS THE ' „ vre>ru skse: 1oa" �ao-1 utd" v: oonttttomr: o1ca, o, xo, x t�rodet boat ltn>DeryOr tshel age) ontsaridg/iitsir3ng single st«� t3ttt�auce Hoar «► s>�rkttte�. • o 'UNIQUE INTERIOR ,SNAP IN V{NYL. CO � •. INSTALLATION SCREWS Coo" beiMp iw Ito door ha�cvndsts of 26 gn. (0.01r) steel on wedwim% payu:et ram �a stttes and b� +tea st�k: too" x satln6" II�aule Cm�'rRar c<to�: ox0, o� xa, x ' OR INCREASED PERFORMANCE., 1N0 TENDENCY FOR BEAD • �a�ra�eeansiruacdedoft♦rood.1�►nel-eroplayedt(3y4 ' Ftslmaheaduadsrtarewoo� t>�hOldwatedod , ' The tddeutas employee! t18" tidctc tarnpaod t (adth b at=421.3/40 x d5-314"� od vft con u*d INTERIOR GLAZED F GereerAl Dwrtptl,m- T7ta dear leaf a>,nslsts of 26 $a• (0.671) steel skips tl3ted witic rigid patyw•ett�ane roam. The stt�t alga PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS . ' with26gaugosteetstrit� wI' i�aroreswaso de(20ga.Steel P#Mempoyed(3)4""buatrir S4. Pinmeheaddi, Wbswmwood, tiu�Ad1dwas • A eilm" 8101ul"are.1U stdcittes e*oye d IM" tb * tampered Sings (with %i wlug area of 21.31V x 65.314"), nttdww o FRAME DEPTH .OF 1 7/ir FRONT •FLANGE -FOR MASONRY CONSTRUCTION, 1 1/ ' IBA. T t It; eo edawitkhxdgt.stoelaletlul. nata a 0Imak test rcpol�is is Ilia It:1L �10•IssaI0,11,Ix tesda8 ►, s > byr> ►, INTEGRAL NAILING FINS WITH '3/4,► SETBACKFOR FRAME CONSTRUCTION P.S• .• '' � �aaamp8kd�om, testreparts�tha�NCiL210-1880.4,3,E series t�ingbattcry, sigeedand seaiedbyBarryPorpnag►, P.E. o HOLLOW'HORIZONTAL MULL FOR SUPERIOR PERFORMANCEnw �18 o GLASS SIGHT LINES ALIGN WITH DESIGNERS MULLED ABOVE ORERABLE 'UNITS Tea ma Ltrad _AIL Airitdtl,tratiori�ls7psf(A$TMt83perPA•Z02) iP'd pea Teat TestLoad DaintLeld WITH INSULATED GLASS, WITH INTERNAL CONTOURED MUNTINS WOWt dOAM t IA•202}Monty 6.V s .� : ;t J���1s7pf(ASTM9t$3gerPA-202) tasted ptts�d AVAILABLE wmer�(wPA 202� bww1V9.0 ter �s�►p ' 19.i UniioM stat%ArPWw*(W a.M ors P•-202) Patti" .4 loos psi' 67.0pd outm*Qwy x zsp is.ow 23d9.of SFBC &PA•uix) NvIdo 1s4.S ptf 67.0 p if Unit= Sta* Air Prtsare (pet 2309 of SFBC & PA 20x) POW" 114 O psi 76 0 • DtB CLEAR GLASS STANDARD (REFER .TO SIZE CHART),•'' OPTIONS ARE CItI#o>mlS UtcAvirPtaa ue(parCht . TEMPERED, INSULATED,. SOLAR Ct301, LOW--E (INSULATED 'ONLY), AND For�s4a*y(ttar 06 C&PAZozj UnfibrmSU*Ai�rft"we(WChap,2303►QfS BC&PA402) Negative 114.Opsf 76,Opt Large t &#4c hapeat 4W PA20t) tN Fla d 8ttlr� (t 36 StrBC & PA 20Z) passed passed TINTED; SIZE DETERMINES GLASS THICKNESS (31l e' OR 1/4") CycucrfadP�raaaauceLOWNg#%203) Pbo" 6'�:OPad', 67.Opsf mw t kAPPA a�rPA-201y passers passed dP a I:oa A 203 670 67.0 Cyclic Wind Pau=Uadieg (PA 204) . Positive 76.0 psf 76.0 p f W�adj • DOUBLE APPLIED., UV PROTECTED RIGID' 'PVC • MUNTIN , QN SINGLE GLAZED UNITS _ nzos rte ivc ado 76»0Mar • SAME MUNTIN MATERIAL. ON ALL SERIES 1000 PRODUCTS : sees oneswtwPW . • • Sat revefse stile this page REPLACEMENT GLASS AVAILABLE WITHOUT REQUIRING A TEMPLATE f 1. ' Apinoved farusa where req'd. Lwtds iib Hat axe ed llne design pm a ratiigg� listed >tbowa. itroluding itat trot ll,dsiteil to tine owl • AVAILABLE IN VARIOUS CUSTOM SHAPES AND SIZES 8u#tairtEC (Yi04zon"Of t0mphcar stF,B.C.,SaF.B.C» dF.ditioa.andw'herett t. Appndfor wsewheramq'd.l doimaxceedthedWppesswo atiop11stedaboMIncluftbamtVWtodtothe • ®" ALL PRODUCTS. COMPLETELY PLASTIC STRETCH WRAPPED TO ASSURE MAXIMUM �`����7��r�B�s�� � ��`'�co`�t"'�azmw O3f1xo�bo�•�,s.Fa.c.,sp'.gc.Hmwatadr�atotob.a>tawhonat�epse, • loadsn no #4 asshnuS ove, byASC971V tedium DeAld Loads fo'rllul4dbaga ad Other Stmetut", I 2< 'VVlter+e aatOr iStatloa test�egalt ai'1S% ofdga lord moo+ tlizetitatta z�ra del PR OTECTtON AND TO MAINTAIN THE FACTORY FINISH ALL . THE .WAY . TO THE 3. U>ti4s exlnat to or shnallar in »size are approval tuider �k aQo�a►noe. 2 Wl� water• Matanar test tespd *W* or ts% of design load applteS� "$u toads are JhWted, us AQ16M above. 4. Urdu e>r►ptayit<tg lwavl,ar tt r�fa1 skids � ttdciter eta appcevod under ibis< ttoa 3: UAlts OW9 to orsnatlar to �e an Appmed under this acmUncc. JOB SITE. 5. Aptication for l�hdiag PcrMti - tlll ba ""Patded by a "led copy of ft ►aL 4. VA is earpioyh+S heavier Seaga metal, ddna & iNcka glass arc aMraval tmdcr this aaxptan. FINISH UNSURPASSED II N APPEARANCE 6. b "altons whom the moon extent thtro 0 ft is m SM0,0 r ory eorereta saraw anchors mast lxs $ A}q►Uadon At building pa snit shah be aceompaniod by a seated wiry offt aWwA, sltb3fituted• fits kno Mad be such that a itdn• I.11V gfthe tt d" into the � Walt Is ot:AtOW. 6. • blstalita 0" where the anchors as 0d through the bu* $ame d�aWa or> Made screw andtors ma be 0 DURABLE POWDER COATED ens an stdetit�.otliy. �, 7, Wl u'tx� by local tir�dWMV4 it►*fttw of tutlitce om p " 7, Thekngtb 6o such that a rain. t-11 � gemt of9wodor into!tie hoarywsH is ob3tlWA ra rots by "Mom, insla stw of rea;airea Imputprtdective"gem aI sidelitetconly. ear y ya =WA n to xnna NngnNTM IA)f1CWAff r3T:r:T 1rr,'rss e� i3A►`T7ED: III{1J SHEET 4. or, 5 I � 4 • ♦ • • • • ♦ ' • ' ♦ • • . • ' • ♦ f I ♦ • •• • ♦ • . • , � • • . , ♦ ' . , . , ` , � • • .nrr..wool•'u.•hrvl..♦Ih.r.l•:NYI.N..r•...r..m✓nr.♦N♦•n,m.1.....•'.♦,»•i..•r. m..ml.»•..rm1♦r• • -•nw...�,w:v..:.w.,•....v.•.. r.,n.•.r,Jn..nrv.vn, „hr .ww.. w...'....,,n.•N,.rr.•:••.vr,.......... •...v..w.•........... ...,.. ... _ _ n•,/ �� yy� yy� �y�••�'�•r �• �.�y�./���+y��/y,���r �1i�7'�Rli �.......N,..,._.......,........♦. ........, ..»"» .,. . �,..,...,..•,......•.-....:.....__...._._....._.... k..........,...- V J. Vi{1 ��i.i,�'V V.,..Q •vw.M w:r,wvnrr'•' l-}`{INI�Vi� i•./itVl`,Lr•,M+.W.w•..+.v"v.�N•A•tw•'r•Mrw•'..♦•"++Ww.•nwwwvw.v.•� �+.�.n, ir••rY •iw�� • •�.+� � ._e.++•++w♦w.ri�v .4r N. • � .H. .r .. O'A'I'V'jCI'tV! ;,.....n.�.7i.Z..A.)• •'•".C"�F•JC�i""..�.�.:C"Yr1iS1�(1......"........_..:... !'3 .�YY $lilCil'C .....N«.........,_.............,..w......-�•Ol��"/IY�t�" •....•.r_........'. ._.m..•...."...... •�I'�"!w"r'Y"x:'?'.8"`"".... ���...T..�•Vf'��y�i`"�• �%.!'riw�"��' •+L���'{/��'� �».....�...+.. .w� .M t'. , t'1<l�iflt�l'llt°' 1�♦1'Vtitt ....",rr ... .. ...... ."t;Q�•'IlU4'Itro'it ♦ �� � ��� ' •� � � 'tL'J e 1r ��'k♦�a"�I,4r� � � � ✓� ,.,. ••,' !.� ���� V� �`t�l� �t�ym}�ja � �1\��/�Y�(�7 /W �• •r �t �.�� �i (yam ,,• ?'' ,APs lCAtJON. V m NYC. S E `� �Ai V f MIS ,^ $ � a 2i A. J . r •. ♦ .► OI . id KQ= .. ,,;; '}' »- utf�•area+Matllsa , _ . . `- . ^ �' '` ..• � • titiV�Qaralt�ltrNl � �• . 5 ..: • ti � � �� •� � '� P O1NlCT APf'�ICATIOJV 1, I, tINQ, INC► �,, t wl. r. wi 011 Av di `�.� y.. 1I$ W. t mt' . ..� .< • • � •6'i66 t LOT! � 4071 st►s ales ° .. moo.: ;. •i „ '� �t PhoM''101�/ trouc4ti7'letti•ti3Q8 , .. ����� A "," Ltkt tt3►, 32id8 FIXt 4071M * � .. ,� L'i � yy < x ♦ ♦ 4 •f 4 � � n O to PROM• � r � � .. - • . � t1! � ��� ' T sit S i ' r R rt Data: 02.27 $7 9x1 Suet ��m ..., report AMe. ' 4s-0�•+}� � �I►?Ys • , , Dato: 12 3i•01 9�1 EastJ ass �mDate; 1-2 31-0i " � � Pscdraft Ettuty SS•atutts v E , �y�tioA Aatu` '02:28-0i Pi t*Wg; Kaunas 66762 NOW* i 66762 91$olt ' A?ltti�7Rl& K 66762 q . '?�GF * A � ��1 '4 �t"q �. s t • °�Yt JK ���`� . Mot1e1 Dsslguattt►s>fs NE>attrgy�' (Vn'ovd >rttgej c�ilaxed SL�It Rn�y Dot�blQaDo�ra/sf Mo" Voftil �z' Uft " �+ >t iR «rJR " butssvin vba Steel >1►asael Door �1vlSitiet ites ' 2 Y ( 1 P.tigej $+Jt>stvutg t31azod Steel Y Datable Model D utlo?nt 4Z+Ca orra Edge) Dauble s�� ffi Entt7► as Assudmut� o"u S1M 14#-W % by ao•.1InV1htgla lTsable eo>nm • ox= Mtt>cttatam ot�arau Suet I4E�„ wttla ao-1 tn6" bi by gh [TsaltleContigartttiosnas QXXO. lVisudrausl ttcail Sb: 148" wide �'i' 84.11/lb high Usably Coarti$arutttmats t3XX4. peeariptloa: The daor leaf coin of 26 gates (0.41T") algid skiusct With Xigid LoIY fo�lm. Bolt : ; Gott Dons Tlra door Ie4f ports of 26 BuuBc (0.417") Sled alone iillodwt�th algid polytuetoiu:a Yoam, The stiles wem armed ofwaod. 'the and bottom glut tithe wm coustm od o820 slat Door sltileit aw awe wore H > :, • u a .01T steal Skiffs Mod with ri poiyarethalte Loam. Tlt�o fit+ l 20 g:lago Steal. Dooxpattels a full liter t/8 tataparat glass, Pttttel employed •Ge>aerall Dseseriptioat, The door Leaf cplrsi$ist of 26 ga $ • � '� &� N „ � R � � pod rails wars a> of 20 gaugo ataal, pod enoWed (gy)4" butt iaia$asr, Fraute head ambs wan wood; fia8litett of 118 tampaned gttuft. Pawl emplayad (3) butt hiag ,tip 20 DI, Series K ud (i) tf 60 Stsrktt (3) �' *► tip 200 ► Serks ICwSaOot toss earl (1j,6d0 Kwt`kset ttasdbah Ioclr. i•"rasna haul joabc rvex+t wotkt; thrstahaid was extrtrdgd saEumintata. 7Cbt sidditea asagttsyatt 1i8".thtdc tamperat gl�sRrvbit viaarlag a o2I-314 vkla:wiiptd t(dbott lak Frame Its dE jbtw�a vl0ot toalTaAa d waitxemded alwao employed MI6' f� td a �. ,itdt anplo}�ed iJ6 tbidc bid gbla� Sad w+na conetraciadw#th 2b gaug4 •+• i:1r 63 3/d"high), swereftwhb 26 Vogt Stoat slaias. { ' tldak tgppare+d glass; aid was aantsruetod whit 26 soup" skins wb8 stoat etrd mils at ttp and battomn. Vltg area x 63 1/.", ' . � at et�ttttuiva lanftwdsidalitQis21 a/." x6ds/.",' �• . ' � ., , 4111 i 4I t 1, 02 Data oassapolad From tact repots is tlse 210-1905•R,S,6 tasting battery; sdgaxad. and slaakdby Harry Portnoy, P.B. ; r Dsttitt o�aaptledtJn taslt reports tat thtNC'i'Y.22Q•�189T-4,3,6 tesaaglmtt�uy!, aigncd sXnd aaalad by Hu�ary PottnY; p.$. r Bra Dam co»�itad *M tact repoitt in rho MC M-210-1897.7,8,9 UWAS butto�ry►; Si6ued:# sadad by8wcy Partstoy, P,18, �• w 4 • •. > Test Testlostd ,Deal Loud Tea Testl1.asd �, _oil . A� irttola � 1.57 pIf (ASTM 1�3 PA-242 , �.. ' •ps�d s .: •. � Airioiiitt'atiant 1.57 paf(AnXM83 parPA-202) Water ndstanee spat PA-202p bowing 0* 2p 2.96 �2p otttsri3rtg Only s.2s'psf us psf tlrniforta Sttttic A3sr � tpet Chap. 2309 of S>~HC dt PA-242j Positive 8Z.S psf SS,4 psf ' Unifona StWc Air Pressm (per' Chap. 2309 of SFW & PA•2o2) . Negatiwa 92,5 pd' SS.f l d' ftodNow (W Chap 36 SMC & PA-202) pad A0� 1Aar�ti'Missitt: Xrmpatt (perPA-201) P CycAc'Witul 01 %muti Loading (PA 203) P ��a 71.$ psf 53.0 pal oltc'pViitdFt Ax03 N e 71.S $5.0 VIC Adta [�R f�{[ l� .. W*r�(WPA-242)b bowing (My, 2,$dpsf 3,86psftNotes2) 1905 ►'••t.: ;'' I� `' 1p Q80xi<tt• 7.60 psttl' 7.64psf • ♦.,t; � .. - vaiform SU* 11itr Pressure (per t l* 2309 of VOC & PAs202) Positive 75.7 psf 5045 pat � •• r � �, ; � 9 �,�( . .. Stttdc Air praocsut+e (par Chap. 2309 of SFBC dt PA 20T) Nagtltive ' 75.7 psf SO,S psf 421. • � ' ••S � . Ft>rced . 36 dt PA•20Z red S i r m-am Val, '•tt�►.• N 4 S`4 'ly '',ii .' iytQ.•� Ji}1 �J. ..•3 'i '.,•: t ♦AM ♦J , /f ~ �N o iaw o ' .t1v: Z 01.4MAt! ev'�•v. b• 1 i .y ' ,yyt.. j :5otrtwwa�aezddetMs:pagt~ �� � a � �2�. t it. '1► to t'1N Ell; jig- 0 saes aide this G rns;•rwtar.dMMIAM Set rev n --- 8 cat w `" • . p litr�odto tht $m0 t�d Auddntg Code (wbtd zones of Ito mph or <), S.F.B♦C., S.I?,B,C. Brovaurd Hd#tioo, rand v tern w > ' `� ' e• ' 1. Or ttaawheice regabod Ion d 'not emceed the duign p xatittgs lilted ttbova iachttiirttg but not } nel ens d��by ASC17 WWmttmt D*dp Lards far Hw'ldi V turd Olthet Str ur tt ae.Al . i A ved tar use where ' pp:o required loads do not ex*aad the deaigti psrorattraratingsi 1laXad Show, ittofuding but Sot 1%sogi;iad to rho limited to the StaadArd Bung Coda (windzosnost of 114 or •ej, S.F.B IG♦, S.F.B.G.•Bsrowitrd lidittvn, Sad wbtarc , 2• . W�►m'srosttltuttoa test a+t�srattmat.az' tS%af design �o:td apptias, design Loads foriaswisag doosdr wilt be linoited. M � t ,-, �� v � ' ; .. � � ',; j g� S.F I3.C., 3.F,i3.C. Brotvard lzition, artd witesa ton rim pia rt era d+rntisnodby ASCE 7 Ntidtatam Lottt ibr Huiidi>agtc used Othdr'21asas: ' p to reaihs Ctttal above. $taIBwlftgCode(wwdm" of Il0•mphor<), pralntte -, a,, .. y 2. Wtierawslxerns ttesttr tafl3%oft si�ttoadippiieS,tiadBtttos ibriaasvviagdamwillbelimtted 3. tTioittt t .. x . mqubmcats pare detesauio d by ASCB I I*Wmum Design Ctuds fa Burtdiup and 09ut Stmatu�ret. �wi to os satalter is sirs tlra apptoYCdtmder this � ,n w 06 smept sp glass m h loads for d of r- 2. Whose avatar ra isstastoe Coat raga ens oI l�•� design load arpp}ies. vs hisWWO dom win to 4, a000rdiatg w sra s iudlanittat itbava Vidts aqp qft eaviargtlge etal sddnt s>e W thldter ass are prow4 unbar attoa. uoaarding to rasuttt itWWted above. I. Units oI to or• maDor in she sto appacved uW;t this uVw1m. S, Appbetti=forbuit S *Wt shtlll be a000rapaettad by a speared copy oftitis appmwa. C"? 4. Vhks oybtghandec tgantoW:Tdus'andthick�rgtass�raa tula rthis e. 6. � teretheadchorsexlatd tappingtyik aarrawa>aehoisatiustbe 3. Units equal to 01 aatalttx in since ttra approved wader this aocoptalaae,pprowed tluough the �► 3116" ttit1m1e1er R � iraavier tmtal aldnt Sad tl>tttker playa sra all roved ut<der this sat apt:tttoe. .S. motion * buih W$ pmrmk sW be acmapsaaiadby a:noted copy c(dit appro mL " Mho ii tbo swab that 4 vdnb utm 1• a raeat ofthermchor into thmYe uum waits 4. Units e,ngloyrrtg $ate a szaslade of this a overt. 6. instsallattvnt bars tbeaaehars axtendtitr the 311b" thua�ter oo>aante screw ba 7. Wbena 1 1►E '/i S. Alsptiot+tiob for tst3ilding petput ahn11 be aeseaord by , ori3' ppr w oaigit asbb>tdC, tttppilag typo rmckors lom�! ro�edbl► ONtI brtltstattoa► iraaattut�tott of writ tegnhes 3mpeCt psotaeriivtt styataut. � m 6. isnstahations wirers the n oxtead thtostgla the sab-bt c.3/1G" Ilia. fr og typo war +�a SpreW auci�rst mtlit ba ' •ft"tuted. 7U kr401 mat 6e mh 111Mt 4 fiwzm I- i" ! $Meld q(th "dw Into to =10my'WAU is tested. . Zia MAN sube4wtesd. Ue length roust be such that a minimutm I-'/" ecpg,ttganmK of We Andros into the r Wall ft•obtaiued. 7. �sVhra+e Cited 61► lotaat ordimutoe, iustaltativn of nsalt a +otea#Ye s�toal toed orWum ittsfal O104 of wilt at imopaot prtdootiva qA" on tadOO$ ardy. 7. Whsutsrequitadby ► Spw • ... v'aiusitt'r .a.:s:�o ��t ��o xsi U'M�tl" . .'�tfilf"ts�t7lt" ,~� .. 1 FINAL• ANCHORING OF SINGLG OOOR WITH t�? B �~-- �--I' �•--•- �Y' . s �"" v ! • . ,►, SIOELI 1 y•�•ES IN WO0� p ( ". FRAM l ' POA!lCi. APP�t�d�lONs�i�Q�YEs�RRIN� I�fC. �;• �, c�'". ,� i w .� a � � I• „ 1toW. r .j t"11R1MIi NW HIV • . Phont:4ortga�•o3ss Falut: �4rtet>a � •� �•�� .•. 17, ' . , Prarndor Bntxy Systems Report Data 0�27A7 911 Bsstretfarson BidratiauData: 02-28-01 PittaboM Kara 66762 . 't�Eg�,CpOIY t2LUl� � , Model Assigautton: ogntergy't (qi wd lfdge) Marble OutawInsMtlavirig Steel EaWPsmei Doorw/ SidQY.itesjz. Mamifnm Ovemaal Suer 148" a►Idehy 80d1110' high 10 able Comf*unatbuna OXXO ` Ccuergt Deacrlptiols: The door leaf consists of 26 pine (O,Ax r) steal fts toted with rigid polytuatb" balm, Both $Was consUl4ed of woad:. no top and bottom end Wh Wass mstnugsd of20 gauge step. Pftd empUyed (3) C butt . b nSft. Pyramus head. at jambs wa* wood; threshold wars attruded, atumiaum. The sidditet empttryad Vr thick test 0V$d Sim (wit-vjcwing arelst of 2131s" wide by G5-314" blob), 2udwiutwedwith26 m9e sted ads • Data �lplled $onttesi rapoicta in the #i�TC"f1.2�10•t90S•7,$,9 testing bariay, signed and st�todby �ziy PortnnX, P•B• ' ' fiest. .. ' Tealaaa %ad Air iOZ 101don 01.57Id(ANUB2$3 perPA-202) pstssad Pawed ' Wmerretistartce (parPA•x0x) Im4ttg 0*,•' . 2.86,pd 2.861do OTE2) Ouit"s Only . 1.60 pe 7.60 p ttMTEx) Unifornt Stadia Air *emm (per Chap. 2309 of SMC & PA-202)' Positive' 82.5 psi' 55.0 V0 UWmm Static Air Para (per ChAV, 2309 of SMC PA-202) Negative US psf ' AO F'orood (par OwgP 36 $0C & PA402) passed prised ' Largo I+diaitlte 1"act (per PA•201) ptlased paced cycrfa Wind Pressers Long TA 103; auc vtri..ds a oa va 71.5a ss' �3. p.,o Est• sa. f �t�. tivo �t tI • See r"eraa aide dtb page, 1. Jppawval lbr use where rcgidmd toads da not mood S "ga C restore rstings'Iisted Shovel. Wfitc us but tot Namur to *0 twdard BuildwgCa1a(VI zon" of 110 mph <)..1r .B , ,F. A Bmwsrd Mon, andwhere thepratslure . �esggte�enis aXtS dotarseniaad by ASCB T Nrnimuun Design Y.ostd: tar 13ttitd&tga Sad t}t1►er Stanwtttrea. . rmftd 2. Where water �tiatane3e loaf ragttirmpeat os4' IS•© ofeleaigri laid applies, dosigxt 14ads lbr � dc.outaR�$ doors wilt be • • ecoaarrag to uestalWadioated absme: 3. Units otwd to or assasllemissizeaam spprowd=trierthis scoel tt iwe. 4. Units esatployitt$heaviar gRga metal auras arici tido]:ex gitas arc approved ender t1►£a a<o ? Test LftA Aasi Load Air roil UvAob 1♦37 psf (AUME283 per PA-202) pAssed pr�gd . Watery (fmPA•202) bewinEt>* Outstdag Osdy ' 2♦86psf y.60 Id 7.86 pd'(iW 02) . 7.60 pat Unitatm $Wi; AkPressttre (per Chop. 2309 of SFBC& PA•202) Positive 7S♦7 psf , 30♦S psf ui mem Static Air Preasttre (par Chap. 2309 of SFBC & PA-242) New 7$l psf $0.5 psi Foroad 36 SFBC aPA-202 h .nf� •It o JA.' ♦ .N. • .!• '>J' Fi' t4 jiijVYi• e tttfXi$ ,Sava t�t �: s• a• a- RitJl(tt Jst itAIIif'6Ri t1sE Fi:,� • Ysl N Hex' ftrtltdAft :sCktE�t . tt0 "4 t6. r ttlt JsstsB t63 • mirasi� xu►usaat . ' tl�rtosu�. w�ata► rtasesJ+wo OPtit>bAt. Aa.R1i11� 1tiwltlG ls►sa•o S. Application for bttiteihag permit shall be att=aompnnied by s aesded copy otthls,tpprovaj. .• ' 6. raatallMiotta vvhars � analiors axtead tlargtrgft thb'subbttolc.3n6'" din. tapping type.tsosruart;ta screw aaobas mtatt be ' . . - • ' subatftuted. The length roust bey sttoh Wet a m3i�pra 1•'!," e'ngagamesnt otthe anchor into Ow mo+tomy Walt k ob*ined. y •'GVhara raquircd by lacsi ordirtaane�e, iieataliatian ofvadt re+�kas ia�atot protootive system on aittalites awry. . iiQtt/ttatl{�1 �l1N•r ndaWirtr r firt/A TIP2 It TV T-0 Tr :VT. . t ci /•rn /on 4*.Tj 4" 4' 1 010 >s 2.1/2• LG. ' tTVP. s• cam. 010 x 2-IA" i.G. E 14mm JAN (5) . 4• 4• 4- i►10 x x•I/2• I.G. HUM JAMS (5) • tUtY3ltltdG Attb�iltttot ,BUttPBR . t1PTIOUL HM14AP ItRt: MLQ OPTIMAL s40JiiSTA U INSVING rMMO ��✓ S C ALE: 1/4SHVET �� x SANFORo BUILDING Of:pT ACCEPTEI�, , " �', ( /,. '�OPIIOITIONALLY _, ., C(X 0— T�- WITH P 0'. I HE: :'MALL. Tic, 11,J-)ING OR 0 1vita -REC- r- TINISHL D R LOOF"I' ELEVATIONS" 'Must rnOet city codos for finished floor / sl,,zib qkwations or provide elevations appmed by city engineering dept. for si.,Odivision elevations to prevent Hooding IVII, Fx. UDF-311DA i _W City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. PERA,, National Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 OFFI,