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213 Belgian Way 02-755 New Construction SFH
D R Horton 6250 Hazeltine Nat'l Dr #l_02 Orlando, FL 32922 (407)957-9I01 CBC 055300 PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY "`.�.Trn ELECTRICAL CONTRACTOR�� MECHANICAL CONTRACTOR PLUMBING CONTRACTOR fi (�'�� MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE FEE M1e PERMIT NUMBER � r SUBDIVISION+ f Q 1 PERMIT # iJl DATE PERMIT DESCRIPTION PERMIT VALUATION j2q -71 SQUARE FOOTAGE 33-lq - ws i s o d g� 2'-111I i, 4'-011 - *0 3 1/2" THK. CONC., SLAB W/ OPT_ DOOR 7C 211_OII ■ ■ L--J ■ ■ 0� 1 WC.I 13 I I 2X4 WALL i TUB I I I 4 !s 6B 1 31 -011 41_311 fu -3 1/2" 0_ 3 1/2" THK. 0 CONC. SLAB QI_711 ,{ I _QII -3 1/2" CJ L h Cl I . DI 1 I 3ID'-4" ---—I CENTER OF 2X4 WALL q I ■ I w� ~O .Lu Cl LLw�_ I 0 0 vs) N WQZD I ■ SIN. CONC. SLAB I z_ (k 0 w Q w = I b vil 0 ��uvp0 p UX�—w U tk �qz tLF wm-4.1z m CDw w ■ I I �J LLpu I ■ 1L • 23'-ID11 I III -ID" } �J — � I CENTER Or- ca U _ / \ LUG. 2Xro WALL Q ■ z= 0 ------ I ' ' I L- J 0 U Q ■ C cv - } 1"-CHA5E FOR OPT. 15LAND Z mt-- ccl x u -Pt. I I OPT. I 4 PVCPT•I = 5' - I 1"■ . W. I LTJI CHASE i i L-- J --_J m U N — RANGE F_—1 m ■ i i/ / I OPT. I F —I ���-- -- ——_ �I-1 I REF. I LLI �CONE). ( }-} EXTEND ``� `� � � ■ �I J � 5 SLAB 1 1/2' iv � u ca OU I D1 'X� �j /J) QQ I DI 16'-2" 31-2II �� � 2ID'-[J II m I m l w z�" , wx -I _ 0 �Q I U ELEV. "C" C)" ONLY 24X24 CONC;. PAD co L I ID -IDu FIN. CONC. ELEV. SLA5 ZD g W W/ 3s's E.W. I 52"X24"X1211 m0 U� pl a- J CONC. PAD ■ W/3 - S CONT. (ON CHAIRS) u I I MIN. 3" COVER `Q TYP_ EXTEND '- 1/2 "X5" A.15. I ■ 8 I1 -4 1/2"' SLAP 1 1/2° — — 32" O.C. (TYP) D1 D1 , • • 1 I � J 41i II 31_41I I _QII CJ - - ■ ■7. ■ ■ ■ ■ d- ■ -3 1/2' I ■ ■ 3 I/2" TN 24"X24"X12" CONC. SLAB CONC. PAD W/ 3 0515 E.W. 1/'-4`/ -4„ 51-811 11_41I :MIN 3" COVER 401-011 - FOUNDATION PLAN m i cl f I 1-0 "1 � I _VQII CONC. PAD 3 0516 1 MIN 3" COV 22'-411 --—————————— — — — — —— T 0 0 0 (:o D `9 I Di 41 !-I y ,iOVE ) DATE: 8 /2 8 /01 SCALE: A a1'-0° SHEETar j II �t RIB 501LOINC, t epT. YFI�SE PLANg ARE REVIEWED AND CONDITIONALLY OR PERMIT. A PERMIT ISSUED SHALL FEr a' J TO BE ti yy� L!CENSfi TO PROCEED Nn rdOT AS AU'rH RITY TO VIOLATE WITH LATETIOF THEVISI Tl-{E TECH;iIC, } E7S!JAN A PERMIT PI'tc`/ T ^PEROR SHALLIT # 01-155 `PT F HEREAFTE r t:iE BUILDING 9 ON OF' JRS ON THE PLANS, CO s CORREC- OR OTHER VIOLATIONS OF THE COPES NS'rRl IC7ysj�� 1 ar 2001 W DATE: 8 /2 8 /01 SCALE: 1/41811-01 SHEET 1 A or 7 2'-411 L it OVVNR.'S BATH FLOOR PLAN S Q . FT. CALC • 3 S LIVING (15T.) 1-100 .SQ. FT. LIVING (2N1).) 1164 ,SQ. FT. TOT. LIVING 2E72 SCE. FT. GARAGE 401 SCE. FT. ENTR"' 21 SCE. FT - PATIO 80 SQ. FT. TOTAL 33-14 60. FT, OPT. LANAI 120 eQ. FT. EXTERIOR MA60NRY WALL 5fRG. HEIGHTS 11111��1111� s o �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I � I I I I 0 I MT. TEMP. I --- W/12" IDELITE I --- I (2) 5-SH _O /21-011 I I I I 22'-4" I I I 77 77 I ELEVATION C ----------------------------------- 1ST. FLOOR PLAN O KITCHEN v _I 00 00 oI� 7,z\ 24" O KITCHEN r- M I RR. 'k i�E O HALF BATH 0000 MIRROR O MSTR. BATH I KITCHEN BEYOND - O ARCHWAY 000 MIRRROR SHOWER KNEE HOLE I O OPT. O WNR. ' S BATH ' t�7 O03 op DATE: 8 /2 8 /01 SCAT : 1141=1'-®' SHEET 2 OF 7 O HALL BATH N ® HALL BATH HALL EYOND 1 O ARCHWAY I I (2) 30510-6H (T MP.) 10'-011 10'-01 ------ I 20�1 _011 I SE/ 23'-211 -------------------------- )OPT.BD.RM. ---r-co -------- --\ N � I LAY. v 2'-10" I 'bv I � N I I I 6'-4" 3'-2" l ------------------� 1 5 LW OPT. BDRM. & BATH, f N 1 m 23'-2'1 �I-1111 3050-8H 3050-8H BDRM.#3 BDRM.#2 5'-0' CLIS. 5'-0" CL-G. (CARPET) (GARRET) 2'-11'--I" 5-0 BF. --- 1R/15H--- �`' —--IR/16N---- — — — IR/1sH — — — 4-SH U ono 000 `U 2-0 E3 5-0 15F. 6' LAY. OPT. � LAV. 10'-011 3'-Kl" 1-411 BDRM.#4 ,y-� XRA 5'-0" CLG. 0 (CARPET) A C IR/1SH � 22 x 30----�_ S I ATTIC 5-0 5F. TA RCN 10'-0" 3'-�" 0'-211 L©J m 1. z - z ACTIVITY ROOM V -0' GLG. (CARPET) DN. ELEV. A4E3: 4X4 POST TO 44"HIGH ELEV. C4D: 4X4 POST TO 2X12 BM. 5T 6'-5" e r i i i (2) 3050-6H (TEMP.) W/ 3ro" G-TOP AI3V. I- - - - - - -L -1 ELEV. "All (2) 3050-5H (TEMP.) ELEV "5" (2) 3050-SH (TEMP.) IW/ 12"X5"X20"-1=G A1RV. ELEV. IIDII 10'-011 91 _511 23'-2" 305M0-5H 305M-SH 4 KJ- I0 II 1 1- 511 0-011 19'-811 ]ELEVATION " C" WINDOW LO AC TIO NS 2ND. FLOOR PLAN DATE: 8 /2 8 /01 SCAT: V4'=1'-m' :SHEET OP' 12 6 CRICKET FIN. FLR. 2ND OL N 11'-4° OL BRCS. � I o❑ FRONT ELEVFlTION OFF RIDGE VENT 1 TEXTURED C FINISN \Kj OPT. DOOF CRICKET 12'—Su BRCS. _ 9'-00 BRCS. ID'-OU IN. FLR. BRCS. _ 9'-4° FIN. FLR. P RCx. / L N. FLR. REAR Lf.EVaTION 20 a, co DATE: 8 /2 8 /01 SCALE: SHEET 4 AOF 7 4 _ A i I I OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT BRCx. P-411 9'-m" — — — 5FIG. - - 1' -O" BRCS. TEXTURED I co FINISH I m'-O° m'-O" F FIN. FLR. — — — — IN. FLR. BIGHT ELEVATION 8 6B 1-1'-4" BRG. IT 1'-O" cp FIN. FLR. A FIN. FLR. 2ND FLR — — — — — — — — — — — — — 2ND FLR. 81-011 BRCx. � BRCx. TEXTURED cf� � FINISH m'-m" 01-011 FIN. FLR_ — — — — — — — FIN. FLR_ IEFT ELEVATION DATE: 8 /2 8 /01 SCALE: V4gal '-01 SHEET 5 AOF 7 VI L I I II II II I s s K = II II II = II II II = _ Al A9 All — A A LLI A A — A ri — �— A A — A A — A — A AI � Al 4rwt TRUSS PLAN NOTE: CONNECTORS TO BE SIMPSON U.N.O. TRUSS TO BLK META-16 W/8-I0oIXI 1/2 TRUSS TO WOOD MT5-12 W/14-10aIX1 1/2 L BG B2 — — — 51 — — — BI — — Bi — — — Bi 51 B1 — — — 51 — — — Bl — — 151 _ _ = Bl = _ 51 TRUSS TO 4XG POST M6TA-30 2Nn F=-LRf? T -1&L L-�POST- M5T I - 48 52 51 POS L 13 SLAB RUSS TO 4X6 POST (2) MSTA-30 51 2ND FLR POST TO IST FUR POST PPOST TO SLAB 51 MTT28-B 51 — — — 51 TRUSS TO POST M6TA-30 BI 2ND FLR POST TO HEADER a0 B DGAB �- BLK COL TO 9'-O° 2X4 WALL W/ CONT. SHEATHING TO 12'-4" BRG. SECURE WALL TO BLK. W1 1/2" X 8" A.B. EA. END (4 TOTAL) FLOOR FRAIING PLAN NOTE: # FLOOR JOIST TO BLK. SIMPSON HETA-l(o 6 END 4 EVERT 32" O.C. ON PARALLEL FLOOR JOIST. 2X4 COLLAR TIE EVERT OTHER RAI=TER 2X RAFTER 2-12d EVERT TRUSS / 1X6 NAILER-7 2X RIDGE 3-126 RAF=TER TO NAILER -I/Iro" O S B --/ 1X8 NAILER --/- OR 1/2" PLY. 2-126 EVERT TRUSS C ONV. ]FRAMING DETAIL/VALLEY DBL. TOP PLATE D 1�" O.C. .B. IN15H 6 ,LL KNEE WALL DETAILCOENTRY (40 di [DATE: 8 / 3 0 / 01 1SCALE: V4101'-01 SHEET 6ABDO]r 7 D I I i I I / ( ) OPT. BDRM. & BATH. ELECTRICAL LEGsEND SYMBOL DEFINITION NOTES 6"rM50L DEFINITION NOTES n n 110V OUTLET 4' LIGHT STRIP 110V OUTLET 1/2 OF OUTLET WIRED TO 5WITCH FLOURECENT LIGHT WRAP AROUND _ 2' FLOURECENT GFI 110V OUTLET EQUIPED WITH GROUND FAULT INTERUPTER _ _ _ _ 4' FLOURECENT 6 220V OUTLET ® PANEL METER WP GFI rf EXTERIOR WATERPROOF OUTLET ODETECTOROGATT. S.D.INTER- BACK-UP W/ HARDWIRE CONNECTED SWITCH PENDANT LIGHT 3 SWITCH 3-WAY OPER �)4 SWITCH 4-WAY OPER ® TELEPHONE JACK WALL MOUNTED LIGH A I R. COND. DISCONNECT WH WATER HEATER DISCONNECT 3� FILING LIGHT TV TELEVISION JACK 1 `��� VAPOR PROO LICxHT CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED SUCH FOR I INSPECTION iOl J RECESSED CAN VENT. FAN MIN. 1 CFM PER SQ. FT. FLOOD LIGHT VENT. FAN W/LIGHT MIN. 1 CFM PER SQ. FT. INTERCOM SPEAKER o o O o 0 2' LIGHT STRIP BDRM. 3 BDRM. 2 PRE -WIRE PRE -WIRE FOR FAN FOR FAN i --------- S.D. \ I � I / BDRM. # 4 I l PRE -WIRE / FOR FAN 1 R 1 \ I J S.D. — — — — — ---� 0 I � I 3 WALL MOUNTED L IGPT 4 SWITCH IN ATTIC II 1 1 FLOOR 1 ACTIVITY ROOM I � \1 141 01UMS0104 1 ELECTRICAL PLAN DATE: 8 /2 8 /01 SCALE: 1/41=i'-®' SHEET 7 AOF 7 1K'/I,/^�II 24"X24"X12" CONC. PAD W/3 — 05 BARS E.W. CON CHAIRS) 4 1/2" MIN. 3" COVER tu L 3 1/2" THK. CONC. S)_Af3 c0 8'-2" 41_QII 3 I/2" ■ ■ D1 I OPT. COV. PORCFI FOUNDATION PLAN OPT. COV. PORCH ELECTRICAL PLAN OPT. COV. PORCH REAR ELEVATION S'-K/II ll 81_rn �, SLL// OPT. COV. PORCH FLOOR PLAN OPT. COV. PORCH LEFT ELEVATION 3. 00 0 03 cv 4 0 0 DATE: 8 /2 8 /01 SCALE.: V41811-0' SHEET 7 B OF 7 v Y 1/21 X 9" A.B. 3 2 " O.C. _ 6 "X(o" #10 W.W.M. WHEN UFL IFT FROM ROOF z a OR FIBERMESH Q RE INFORCEMENT ANCHOR BOLTS AT 3' O.C. - _ `� 2 " ASV. CONC. 6 "X6 " #10 W.W.M. �m 'o CONC. SLAB OR FIBERMESH 2 #5's CONT. 4 4 o rVEINIF RCEMENT 4 8 (2) CONT. 05 REBARS li_4i7w(y CONC. 5LAB 41I 4 1-8 4 , 3 #5 5 CONT. _ ^ m TH f (KEN EDGE li_4ii 2-#5'S ON CHAIRS 4 GARAGE CURB STO 1 TYP. WALL SECTION INTERIOR BEARING WALL INTERIOR BEARING WALL. 2 -STORY � � P ELK. SINGLE STORM' NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS WOOD FRAME FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 3 IS UPLIFT ON WALL 3 1/'2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE (VARIE5 WITH SLOPE) �--' DOWEL BAR(ONE SIDE �#5 pODWEILVBARIES -I 5/g° p S DOWEL BARS (VARIES WITH 5LOPE) g" ANCHOR BOLTS AT 3' O.G." -1 5(8" C B II OF [D OmIUJINUCEDED) � i DIM VARIES g ANCHOR BOLTS AT 3 O.G. -I 5/8" CURB II 6"X6" #10 W.W.M. CURB II 6"X6" #10 W.W.M. (3) # 5 RODS EA. WAY ON 81' CMU ONLY IF UPLIFT ON WALL /. OR FIBERMESH 6"X6" #10 W.W.M.I II OR FIBERMESH OR FIBERMESH iI iI #EXTEND 1 1/2 r REINFORCEME t REINFORCEMENT REINFORCEMENT CHAIRS (MIN. 3 COVER) \1 r6 X6 10 W.W.M. OR FIBERMESN fK REINFOR ORCEMENT REINFORCEMENT I� RECESS /2" } II 03 } II _ 41' SLIDING POOR TRACK = o 0 0 �o� 00 °� �72-Sle ON CHAIRS 0) OU °� (3-5'S W/2-STORY) _ ``� 0 0 = 2-#5 S ON CHAIRS 1 -411 m SLOPE GONG_ m SINGLE (3-5'S W/2-STORY) 'SINGLE" 8 3 #5'S ON CHAIRS STORY 2 0 TO 1 _O 2 #5'5 ON CHAIRS 1i_O ORS ]]-all 24"X24" EXT. PAD 1 1/2" TWO � 9 1/2 �� INSIDE FTC. AT GARAGE STEP-UP BTCFY G,p,R,p"G� SERVICE/POOL STORY INSIDE FTC. 4T GARAGE STEP-UP 2-STORY BEARING WALL GARAGE CURB GARAGE CURB 1-STORY BEARING WALL DOOR RECESS 8 ,� SLAB AT SL. GLASS DOOR CONG. SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED �P51 EPDXY 25" MIN. ASV. TOP CORD BLOCKING AT 4' L, (o MIL. VIS. VAPOR 5LA5/6" MIN. BELOW O.C. MAX. IN FIRST 2 FRAMING -1 = 0 "X6" #10 W.W.M. SPACES AT EACH END. �, Z 6"X6 " #10 W.W.M. �;, II OR FIBERI"IESH GARAGE SLAB - OR FIBERMESH REINFORCEMENT REINFORCEMENT u RAFTER OR TRU55 NAILING SCHEDULE AL_L_ NOTES IN DEFERENCE ROOF SHEATHING LAYOUT ROOF SHEATHING = TO 1997 EDITION OF S.B.C.C.I. ° ° AND ENDWALL BRACING Q ROOF DI USE �6'GhZ.OR1/2'PLY WITW"..NNAILS AT4'O.GAT STANAR® BOIL®ING CODES FOR GABLE END FRAM ING LATER fEDIATE Bl1PPORTB. ALSO SEE DETAILNAIL$ PPORTED PANEL EDGES ANDAT b' O.C. AT CURB WALL r CONC- DRI VI= WAY 0 0) TYP. RETROFIT FOR ALL SHEATHING DI GABLE END 5. ALSI AME GARAGE 3 ✓'s CONt. OMITTED FOUNDATION DOWELS Z USE -SGUN NAIL$ a4'o.C. BEYOUND 3" MIN. COVER 1A p ''''C EXTERIOR SHEATHING SITE PLAN NOTE USE 1/16' 0.S8. OR 1/2'PLY WITH '8 GUN NAILS AT 6' O.C. AT V V PANEL SIDES AND Y8 GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 08 GUN NAILS AT 6' O.G. AT I) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE GARAGE DOOR INTER•'IEDIATE SUPPORTS. ALSO SEE DETAIL. BUILDING LENGTH CROWN OF FRONTAGE ROAD OR A5 NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE OPEN ING 1 ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION 2-STORY FOOTING ASV. 109' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION l I� NAIL REQUIR.EMENT5 CJF FIUIWJ FI nno ai nn uuTu nr. inr, enir. a SITE HEAD LEND' STR 3) LOT DRAINAGE SHALL CONFORM TO ALl_ LOCAL CODE6 REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 5WALEB OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 8d ROUND,MODIFIED OR T I1/8' .113 .113 11000 110jd00 10d 2 1/9' .128 110,000 4 0 " e ' 8" GMU FILLED v 'e ' CELL (TYPJ p. EXT. FRAME WALL TO BLOCK WALL CONNECTION ,� POURED LENTIL CONT. ( TYP) 2X WALL FRAMING " ° (3) 1/2 X13 ANCHOR BOLTS W/ 2 "X2 "XI/S WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILL ING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) II II II II q II II II TO BE II II II � REBAR II OUT5IDE BAR A (I Q II Z __ _ __ __ __ II II CONTINUOUS z � J��} = =c = = V #J 2 -� TYP. REf5BAR LAP CORNER5 1' G 'C3 UN N,41 L 5 ae 4 " O.C. 4*06 GUN NAILS � TOP 4 BOTTOM EDGES �O " O.C. I N FIELD L D w a Q JJ_U � -� - � r�* - ]� z f ` 1L U 1-1JI Z Z Z O @ � � �. U d 0 (a cfJ # = TT-F. E XT E R f OR SHEATHING = `Q I y- I y- ATTACHMEN I FOR ROOF 5HEA I H ING Ca NOTE: I WHEN WHEN GLUED TO ROOF MEMBER NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLENAIL 4 TOOL ASSOCIATION GENER.q� NOTES I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: 1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 31S 2. SBCCI STANDARD BUILDING CODE CURRENT EDITION. 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH SPECIFICATIONS FOR STRUTURAL (CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP' NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 4. DESIGN LOADS A IN ACCORDANCE WITH SBCCI CHAPTER I6:6EGT. 1606 ROOF LIVE LOAFS OF 20 PSFWIND LOAD5 IN ACCORDANCE WITH CURRENT INTERIOR WALL DACE TION FOR 100 MPH REGION c i CONES REC�LA ATIONS IRRIGATION,BEE MII (TIE C HAVLL CONFORM ONRMLOCAL AS SELECTED BY BUILDER 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. PLUMBING NOTES I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2) WATER LINES SHALL BE CPVC. 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 OF (3) THREE GALLONS PER MINUTE EACH. 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4"0 WATTS PER SQUARE FOOT OF TANK 5URFAGE AREA. 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED ROUTED PARVON , PSF PE IPENDICULAR TCI BY OWNER FROM BUILDER'S OFFERINGS. BOND BEAM Z - f1/ I 2 -SJ 5 REBAR Q I STORY II - Q II EDGE 5 4 10 11 - 12 " I N FIELD CJ 5. LUMBER A. ALL STRUCTUAL LUMBER SHALL BE r2 5Y11. ALL STUDS SHALL BE STUD GRADE SPF. 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, TIE TO HORZ. BARS to 3 -#5's REBAR a 2 STORY SHALL BE Ef�SSUFE TREAATSED TO EDATHER OR AGAINST SOIL, CONCRETE OR MA50NARY SEE POOL FLUUM51NG CONTRACTOR SHALLPROVIDEAcToRs LTWO COPPIIES OF 'AS-BUILDRAWINGS. 5" MIN. EMBEDMENT ' T T- . EXTF=RIOR SHEATHING ATTACI- TENT 6A. IONS TO OWNER �1 U FOR SHEAR AND UPLIFT PRE ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. 91 EDITION. 10J ALL CE LANOUTSF FLUSH WITH GRADE. HORZ. REINFORCING VERT, RE INF. (0-5-5. TO BE STRUCTURAL GRADE) TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES. II HOOK �, IN GROUTED CONNECTOR5 FROM PLATE TO STUD TO PLATE 1. GARA64E DOOR A ENGINEERED FOR 100 MPH MIN. WIND LOAD. 12) 51ZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO STANDARD PLUMBING CODE CURRENT EDITION. CELL ARE NOT REQUIRED EXCEPT AT OPENINGS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO STANDARD BUILDING CODE 8. ASPHALT SHINGLES CURRENT EDITION_ #56 GUN NAIL 5 15) A ROOFING TO COMPLY W/ SBC 91 SECTION 1504.1.1 cn 12 " O_G- IN FIELD B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-2C26 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. illN r 1=0 U N DATI O N N OTC S 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE C CLEANOUT REQ'D ' FOR GROUT LIFT R O O R f N OM A f ON 0 I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE. FOUNDATION NOTES Via' 'P', v .' • 1-1 � I. CONCRETE MASONRY UNITE SHALL BE HOLLOW CORE OR SOLID UNIT HORZ- REINFORCING- > 5 FT. UNLE55 z FOOTING DWL 15 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVEMASONARY N TIARACCORDANCE WITH EA CCOMMFRE651VE ASTM TRENGTT OFDI9OO5 END SHALL MORTAR ro II NOOK jL/ NOT REQ'D. � e "' POURED LENTIL z U 6 TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. METAL ACCESSORIES _ } o ;' CONT. (TYP) d .,' z :0 = 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4 MAXIMUM AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: HORIzONTAL/VERTICAL REINFORCING c{1 U v . . 4ALL SLABS SHALL BE MIN3 I/2' THICK CONCRETE OVER 6 MIL VAPOR A. ASTM A62 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. s SIDES: PRE -CAST HDR. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2X6 GARAGE DOOR BUCK W/ (3) 1/2 X9 ANCHOR BOLTS T,I'P. FLOOR DEC; ING 5. REINFORCED STEEL: ASTM tl615, 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 0 4�° " W/ 2 X2 XI/S WASHER AND ATT,4CI-I1„1I=NT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. J: '•=a_ NUT SPACED EVENLY FROM EA. SHEET TO BE GLUED AT ALL (o. ANCHOR BOLTS SHALL BE (LOCATED ON EACH SIDE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'xV W/ 2'x2'xl/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 8" CMU FILLED CELL (TYP.) a -- FLOOR TO GARAGE DOOR HDR. EXFOSED JOIST AT 3' O.C. STARTING AT 8' OFF EACH CORNIER. 1. MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2• BED AND HEAD JOINTS SHALL BE 3/8' THICK IN JOINTS PRIOR TO FILLING. DESIGN LOADS: IN ACCORDANCE WITH SB.G.C.I., CHAPTER 16. ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. (SLEEVED ANCHOR IN SOLID WIND LOADS: IN ACCORDANCE WITH S$.C. SECTION 1205 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT POUR ACCEPTABLE RETROFIT) CURRENT EDITION FOR 100 MPH REGION SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O_C. 8. FOOTING REINFORCING SHALL BE 2-S REBARS 1-STORY, REINFORCING STEEL, GENERAL- i-2X6 PT BLOCK a CENTER OF 30-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND I. REINFORCING STEEL SHALL BE No. 5 BARS. DOOR HEADER WK I) 1/2 "X0" A.B. CORNERS. USE CORNER BARS OR BEND REBAR LAP A MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BF BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. . W/ 2 "X2 "Xl/S WASHER AND 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A61'1; OR A10b. FINISH GRADE 10. FIN15H SLAB TO BE 8' ASV. FINISH GRADE }} DATE: 2 /14 /01 SCALE: V4181'-01 SHEET OF 2X4 SUB -BAND CHASE GROVE S,WAVERLEE WOODS 2X4 SUB -BAND 2X4 SUB -BAND -w FEILD SCREAM CHASE GROVES,WAVERLEE WOODS CHASE GROVE S,WAVERLEE WOODS 2"X4" BLOCKING 2X6 SUB -BAND � FEILp':STREAM FEILD STREAM LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND fD 2X6 SUB -BAND FIRST BLOCKING BAYS WRAPPED/A° M FINISHED FASCIA ALOMA WOODS PRESS HEAD ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD 4'-0' O.C. MAX WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G.ALOMA WOODS ASPHALT SHINGLES ASPHALT B WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER OVER #15 EMETAL DRIP EDGE 0- -1/16" OSB SHEATHING FELT R-19 INSULATION S L. -1/16" OSB. SHEATHING FIBERGLASS SHINGLES R-19 INSULATION OR 1/2" PLY. ON #15 FELT OVER -- OR 1/2 PLY. HURRICANE STRAPS -1/16 OSB. SHEATHING (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. ROOF TRUSSES FOR CONNECTOR) 1/2" DRYWALL 4 TEXT. FOR PROPER 24" O.C. METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING O (1)#5 CONT. ALL UPRIGHTS OVER 4 -10 ALUM. FINISHED VENTED SOFFIT SILL 2x PLATE BOLTED TO TOP PL. 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS NAILER TO BE FLUSH WITH 'u ALUM. FINISHED VENTED SOFFIT 1/2" DRYWALL 4 TEXT. SET BAND 1/2" BACK WALL WHEN VAULTED V LINTEL BLOCK FILLED 1/2" [DRYWALL ALUM. WINDOW FROM OUTER EDGE OF BLK TEXTURED FINISH SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) OVER #15 FELT OVER R-19 INSULATION 7/16" O.S.B. SHEATHING 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 x __ rim SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-0" FROM 2nd FLR. LINE) 2X FLOOR JOIST/TJI i/2" DRYWALL TEXT. PRE -CAST SILL _ 1/2" DRYWALL 2X6(CONT.) SEE FOR RAMS PLANS 2X4 [DOUBLE PLATE (TYP.) 2X4CCONTJ YPE MST.C. MAXSEE TRUSS PLAN S" CMU R-4.2 INSULATION Cli#5 CONT. 32" O.C. MRR SIMPSON FOR HDR SIZE 1X2 P.T. FURRING STRIPS HETA-16 1X2 FURR STRIPS TEXTURED FINISH WOOD BASE ALUM. WINDOW SEE FLR./ELEV FOR DES. SILL 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL -i/16" OSB SHEATHING owUNDER PRE -CAST LINTEL c0 OR I/F2 FLY. BARRIER WOOD BASE (TYP.) ELTz��r ALUM. WINDOW 6"X6" #10 W.W.M. 2X6(CONT.) 2X FLOOR JOIST/TJI � � OR FIBER MESH SEE ALUM. FOR DES. SILL SEE FRAME PLANS REINFORCEMENT PRE -CAST SILL _ CONC. SLAB OVER CLEAN, 2X4(CONT.) FOR CONNECTOR I I SIMPSON z w COMPACT,TERMITE TREATED HETA-16 0 (li#5 CONT. wz SOIL OVER 6 MIL VIS. VAPOR 5" LINTEL BLOCK METAL LATH O Y_ O I'-4° 2 #5 CONT. S CMU BARRIER,W/6X6 #10 WWM (FILLED) IX2 FURR STRIPS U m U TEXTURED FINISH _7/16" OSB OR TEXTURED WOOD BASE (TYP.) PRE -CAST LINTEL ° ° 1/2" DRYWALL 1/2" PLYWOOD FINISH O W/ 151* FELT ALUM. WINDOW 3/4" T 4 G PLYWOOD--, T T F. WALL SECTION Z � SEE FLR./ELEV FOR DES. TO BE GLUED 2X6 (CONY.) SILL 4 NAILED BLK_ I = STORE 0 " " # WOOD BASE (TYPJ 2X4000Nt.) 6 X6 E W.W.M. PRE -CAST SILL °°'- OR FIBER MESH w z } 3 #5 s CONY Lu REINFORCEMENT GONG. SLAB SIMPSON O m U i -8" all CMU 6 MIL VIS HETA-16 VAPOR BARRIER TEXTURED FINISH ASPHALT SHINGLES OVER T�I'P_ WALL SECTION O � � #15 FELT ON -1/16" O.S.B. CMU'S 2 "X4" BLOCKING i - Q /—' TEXTURED SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - SNOB'' z FINISH 4' -0" O.C,. MAX METAL DRIP EDGE 6"X6" #10 W.W.M. 2X4 SUB -BAND -aO O OR FIBER MESH TWO ST CR"'r CHASE GROVES,WAVERLEE WOODS REINFORCEMENT FEILD STREAM ROOF FRAMING W/ CONNECTORS 2X6 KENO ,C (SEE TRUSS PLAN) � � � } LAKE KEHOE,CYPRESS HEAD ROOF TRUSSES (3) #5's CONY. ALOMA WOODS SEE TRUSS ENG. �� Y WRAPPED/ALUM FINISHED FASCIA FOR PROPER 24 O.C. DBL. TOP PLATE �„ 0 m0 BAND DETAIL- ENG. GABLE TRUSS BRACING R-19 INSULATION CRIPPLE STUDS FIRST FLOOD BLOCK 2X4 SPF S OVER 4' AT OVER J ALL UPRIGHTS -10" SECOND FLOOR FRA, IE (SEE TRUSS ENG. FOR SIZE) 1/6" TEXTURED FINISH n= HEADER (SEE PLANS) OVER 15# FELT OVER PRE-FAB TRUSS 1/16" O.S.B. SHEATHING OR 1/2" PLY. I/2D1/2" DRYWALL 4 TEXT. " RYWALL TEXT. 2x6 F.T. PLATE SF-4 32" O.C. STUD 2X4 DBL. TOP PLATE W/ 1/2"X5" ANCHOR BOLTS ° -�.. HDR. STUDS)/JACK(S� �.. 1/2" D1�`I'LU,4LL W/2 " D IA. AT 3' O. C. SECURE TRUSS TO 2X6 W/ LSTA 12 2X4 WOOD STUDS 126 6 -8 CONC. FILLED LINTEL STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRAS 6 PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)15 ROD KING STUD(S) 6P-4 BLOCKING 1„(ID-WALL 4" o. C. EDGE TOP 4 BOTTOM) O. C. IN FEILD 3/4" TAG SUBFLOOR 6 8° CMU � GLUED 4 NAILED TEXTURED FINISH FLR. JST. SIZE SEE FRAME PLAN 1X2 P-T. FURRING STRIPS SHEATHING OVER 2X4's PRE -F,4B TRU55 — — — NAIL PER SCHEDULE To 1/2" DRYWALL 4 TEXT. r I/2" DRYWALL 4 TEXT. R-4.2 INSULATION Znd �stR PLR. STUD 2X4 DBL. TOP PLATE 1/2" DRYWALL — — — — — — — — — SP-4 32" O.C. STUD---� 2X4 DBL. TOP PLATE ----IT--- ----� MST,4-3(0 32" O.C. 1/2" DRYWALL i t I I I 1/2" DRYWALL WOOD STUDS 2X4 WOOF-) STUDS WOOD BASE I I I I I I 22XG CONT. STRESS @16 2X4 CONY. STRESS I III HII I I I I BL KING MID WALL BLOCKING MID-WALL�16 O.C. i I I I I I NAIL PER SCHEDULE/ 2X4 PT. PLATE 2X4 PT. PLATE - I fl II BOLT PER FND. PLAN SF-4 32" O.G. � STUD i/2"X9" A.B. 32" O_C. SP-4 32" O.C. STUD 1/2"X9" A.B. 32" O.C. _' ? (WHEN UPLIFT) � y: U 6 "X6 " 4110 W.W.M. 0 o OR FIBER MESH CONC. SLAB z - REINFORCEMENT TYP EXTERIO};P, OPENING IN FRAME 3 #5's CONT 4, 4 � � CONC_ SLAB z w - - I'-S" m 2 S's CONT. 4 4 11 } } ly_ 4w 1'-4" m `V OU rn OU } 2 #5 CON 1. U c{l T"'P. WALL SECTION INTERIOR BEARING WALLNOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. INTERIOR BEARING WALL ro NOTE: FOR WALLS W/FLOOR LOAD ONLY BL< 1-STORM' (GABLE) �INII IlU*'I JALL AND CIEAFDER DO NOT INSTALL CONNECTORS. QUID R QU I REt- I NTS MAXIMUM HEADER SPAN (Ft.) UP TO V-m" TO 81-011 4'-II 1/2' -'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS AT EACH END OF HEADER 1 2 3 F-1 1.4 ® 1.4 4 M 0 DATE: 7 /12 /01 SCAT: 1148011-0u SHEET � 2 OF - # 1000 UFL IFT 51MP5OM MT5-12 W/7 10d TO TRU55 AND l23/16" X 1 1/2" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)SIMP5OM MT5-12 ONE EA. 51DE OF TRH OPPOSITE SIDE OF E W/7 10d TO TRUSS AND (2)3/16" X 1 1/2" TAP CONS TO CONT POURED LINTEL -RUSS 3 BOND BEAM TAP CONS MIN. 2" COVER 2 " APART TfRUSS ANCHOIR IDTAIL - R TfR0P I T 9" MIN. LE55 THAN 10' REQUIRES I' NOS ING 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 55CC1 1112-1112.7 2R+IT=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 GRA5PA5ILITY WINDERS- MIN. 6" WIDE lw NARROW END MIN. 11" WIDTH m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 3/4" PLYWOO LESS THAN 4" TYP. II II BETWEEN SPINDLES PRECAST HEADER 1X FT NAILER TO BE SECURED i, (T-NAILS OR 46 CUT NAILS ACCEPTABLE) f 1/16" 055 SHEATHING 2X4 BLOCKS - CMU WALL - BEVELED IX2 TO BE SECURED W/ TYP. FA5TNER S" O.C. (T-NAILS OR 46 CUT NAILS ACCEPTABLE) PRESCAST SILL -- z ROUGH I w OPENING —L � UP TO 8'-O" FfRONT view I' NOSING TYP. r � � W 3/4' FURRING STRIPS } IX PT. NAILER TO BE SECURED W/ TYP. FA5TNER 5" O.C. lT-NAIL5 OR 4d CUT m u- �z NAILS ACCEPTABLE) ua+— U4) �z Wlu 1/16" OSB SHEATHING TO BE O Q (Y -q ATTACHED TO IX PT. W/ 1 1/2' Q (L STAPLES/ Sd COMMONS 6' O.G. Z [Q 2X4 BLOCKS 3/4" FURRING STRIPS 1/2' GYPSUM BOARD BEVELED 1X2 TO BE SECURED W/ TYP. FA5TNER 8" O.C. (T-NAILS OR 46 CUT NAILS ACCEPTABLE) PRECAST SILL 8' CMU WALL SltDE V NOTE: GAUGE IX PT g WINDOW 1/2' FOR DRYWALL RETURNS 8' CMU ® 1'X4' P.T. NAILER SIDES: 1/2' DRYWALL BEVELED 1X2 PT WINDOW BUCK W/4d CUT NAIL OR 1 3/8' T-NAIL CNUALK UNDER NAILING FIN ENTIRE a EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO HEADER: LIGHT TO BE SEEN AROUND WINDOW. BEVELED 1X2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ %X1" PLATED SCREW W/4d CUT NAIL OR 1 3/8' T-NAIL IN EVERY FACTORY DRILLED INSTALLATION HOLE, 8'-10, O.C. TYPICALLY 3 PER JAMB AND 2 PER HEADER UJlN[D0UJ/5 D ATTAC4*-1 NT IN 5LCC< CAM SEE ELEVATIONS FOR CHIMNEY CAP AND BANDING DBL 2X4 TOP PLATE - SEE ELEVATIONS FOR HE IGHT L5TA12 EACH END OF WALL 2X4 BTM. PLATE 1/2" PLY OR 1/1(0" 055 PREFAB SPARK ARRESTOR W/ GLV MTL CAP FLUE PER MANUR SPECS —1/2" CDX OR 1/16" OSB NAIL AT 4" O.C_ W/Sd NAILS TEXT. CEMENT. FINISH ON MTL. LATH OR HARD 1E BOARD SIDING; ON 15* FELT ;>I- ---- PRE-ENGINEEREED TRUSS ELEVATION — —1/2' DRYWALL S' CMU — I'X4' OR I'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 fro' O.C. NOTE: SHIM AS NEEDED DOOR JAMB TO PLUMB JAMB WK3) +8 SCREW OR 8d NAIL (5/8' EMBBEDMENT IN I'X4' MIN.) IDCO JA5 TO 5LOC< f—)3mI � tf!)I A=r 2 X4 1 r! 11 0.c. SECURE 2X4 TO WOOD UJ/1, roII =a11 O.C. ST, ,5ECUfP--,E 2X4 TO E3L< UJ/Oc 2 1/4" T=NAIL �t7 =LUN= I L.) I H I INS W1 2 = ab f 1R 5L< EA, ENID EXTEFZC� A(�Ck4UJAY -- - r )LATE (0, 29 r DATE: 1/20/00 SCAT: V4131'-0' SHEET D 3 OF 3 Diu/1u/r� U!i 1'l IWIL 4071,323.0674 '` FLA kMvuOs , ' tdi aox/ors iu�a°r us ; � � `401� �.,w., .��._ � N M. � ._ _� « . � w,..�_•,,.�«. � .. _.. � . »...� » . � ..� ._.�...� , � .. 'q'i•. des A,wA, �1,Kt11)�K..._._..r.....,�«,,....,..•,...«.,«,..««•.».,.•,.«Y»,..,«M.:«,••.•«..rr,,.«......,«,,,««,.....,.•�...«�,.,.,.,,«s....a.•.•.�.,..,.., :.,.«..♦.«�,..,.«,;,.... •' ,, , <�uu3iuts tIA♦ AA -A a.Wb" +�vuaiv�,a • ♦ ♦ ♦ , •..w...«a,w,.ww«.w..u.•...,•Hnn.«..L,nw.w• • N,wxv. . •� NATIONAL CERTIFIED TES'TIM8• LA80HATO�fI>�� •�• xo-�xaiesa-x c.:�� ` 4♦ rtcf��.ax r' .. . � . • ` d two •. Sac »•OPA Aaoo. 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J� Q metal six�gls roUear vrast ward � seals :�� � A.e�►af i�c repczt alongvvitkt re ve �'tb<s tee will�e b�rN't:11'f. ' . end of the act3vebottam rails. Traeevr ofdquble sew tarn a t Yam• T:�ults obtod carnex$ wers:,f da�nbie sarevw overlapping taped colter co r urt t�imon. l �.1.2 Ak, on °f ari 'ta i tad„ a'1') flat head• a>r� aonai�u�otion The moa,at�tto lw�lb�dcvaitaig�a x.p7 pa((� ""'}'°"� ' Q.8? C�� r%A►'E�TOM , YVair tritau w 5.1i t ► ` ' b Alpanejaw 'l ed>aroittgSl#8'`ib ie�ps d rgt srai�ta�t gig WTI' S.�Ql1 so Da►�► Ida l�ntiy . � ., . • .. . •. . as • . ♦ ��x�dSa�ra . _ .. /, • . , - o 0 ° LAM PfdOfl•SSIl1XAtSlX ti1�8L7 cr04F?1�.'�YINfi ; • w . . , ,r• • ''♦ . .N+. ....♦ . •.j.u•.L...•rwr».wvnw.♦+w•rw.wr..•u•wN•••v..».r.r31r+•rdwN•w«r•..♦«..+wwi«Kv✓�+•+•M.♦• .t..w..«.. t•.1... •,.t . tw'f ...rrv•+•�...«..,w,«..♦. ' .n�,�• f . • A�.�►i�AAOi'iQ COFtP« .. iie:S Z62 ,S+ � �a► r ♦uisvii♦I Wv.♦•. ..{4 av♦ .►sv Vv•y rs.a: 3:♦At b . «..». » w., .. w..,.." ...w.M«.,..�w,.,.,«r n aw ,. . . ��' + hV IG►\.a gStV.�O/Vl.t1 ..«»«'« «.. «.,. «. «.., «. «. « n«w........,.»««».... ....w..N «.«�. FLORIDAA LVMUDERS Il4T. 3*�•22 46 r sa�llausc�aL »oonMolp +: o SUDING GLA , : D ' !♦ a A«TY, wrsnows sy ftORtDA exY*vosKs �� ,. TYPICAL �BLOCK'�V�[1�DOW �S'�`AJC,LAT`TON co>��►�,axwt.�lsctr 5'8" �1 BY—PASS SLIDtNC c: • �. • . ' . '� O�trtc?t.—�lo,•Ysac—� �t (�rA,t>s3 •• `�--' A. 1 X 2 BE'VELED BUCKSTRTFS S . Z�rsl2�*° Isr X06-- Qmj � SHALL BE•PLACED-APPROXIMATELY 31/400 'LOADS is 445A - 40 M FROM OUTSIDE OF wALL OR ov FOLLOW'IN -�.....:�. $/4' W! WIT 73 ff'IV t7 310" lxt 3/4' �' • Sl'ATii>A�Xi81LL:7�0P:R�'{J�C�`L-yqdl��(1-__?�--+1) t �..1,�f R,r..l�'.'1�ii....r.'?3♦1�i�`....A�.'�fd�.....,t7C0. .... d1�lQ . No�tE . r ' . ;, .,. � y V• • •• N ' P • R�1i 4° 4` � .:�: . .. EM IMM ��yy yy�� �wy �y yy/� yw� �y yyp/� yyyy ��yy y yy py y� �/y • 'i VI♦4.AY * XX �II♦_X* M QC_0 AI► HA♦'♦V 4 ION• 'QX,*j* � XX ♦ • �� • ' soo 1 .. � 110 �/�',14f17� 182 T//�d" ' • . �j/A _ r®` �V.M :ii.i,iirt i ♦.......♦.� . ..rr.......... �. . . .7J{! � •mod � ♦♦.►i♦r ♦ ♦♦♦•r♦♦.rr♦ ♦ • .•♦♦r.♦rr♦rr•.♦ • • ♦e 109 1/C 140 1* ' 1s1' ' 1/tr 410 .. . z1s ' fi0.0 I1.O•o M•S :..: on Mo 10" Qaw • 15M 00 �Ia a�. �.� -�:- ---•M �x4 /�' via 3/e�' 193 A aneo � . . ♦♦ . .. . ♦♦♦♦♦♦♦♦♦♦ .1.�. ter. •i .. ... . ..' /S d�•w r .yw�..tr ♦rrrr♦♦rrrr.r .q ♦ ♦♦.ra.rrr.ir♦1 ♦♦i:a. Ni/ �j � � ♦♦♦♦♦ ♦• ♦ �r..♦r♦♦r r•rrr♦♦•i♦ ♦ ♦r♦. ♦r ♦r rr♦. r.♦ ♦ ♦ ♦..♦ wo •s c .. . p�r • 40 ., .. Rio 3/u 50 0 ♦ 1m .... 4 ♦o '♦� � �aoas oxxo Ina cm, ism am 416 a S 4 4 108 3/r 110 3/ir I" 3/S' .......... .............. ............. ....... . ............ ........ J$P� 100 $/�' 142 a/!r' 17a !i/st' •� _Q + : r )m Ism )m MKikleL.:�rtT :117 1/4' .141 tf4' 1W 1/4- ♦ 44 1 L . i'IALL BE SECURED TO TI•IE D�,►T�:: ill�i/9$ SLAB USING (3/16 X 1 1/4•) TAPCONS♦ .isc h re♦:♦ •wn♦♦ i w 1" )= Ina xm 1 h 0,101 SHEET �' " ► �"",+ ri, �°'' s ►Pam !0b 1 I'G b= ' "ear` 6250 MULTINE $UITE 102 E3 5 • • -- ►the to tits teonns wna. MOW" ab* troth of em door . �! QRLANW, FL 32822 < Cl LIP OF SILI,h B. BUCKSTRIPS SHALL BE SECURED TO MASONRY WALL USIIp COIL NAILS LEAST 13/8" IN LENGTH AND'SHALL HAVE A MINIMUM SPACING OF 16".' C: INSIDE FLANGE OP WINDOWS SHALL HAVE A CONTINUOUS DEAD OF "CAULK AROUND PERIMETER OP WINDOW. D. ' WINDOW SHALL BE PLUMB ARID SQUARE IN OPENING WITH MINOR •ADJUSTENTS MADE TO COMPENSATE FOR REVEAL. E. WINDOWS SHALL BE FASTENED TO SUCZCSTRIPS USING # 8 X 1" SCREWS, FILLING IN ALL PRE DRILLED HOLES MADE BY WINDOW MANUFACTURE: F♦ ALL WINDOWS SIIALL I-1A'VE A CONTINUOUS BEAD OF CAULK APPLIED TO . T �E)R PhrttiR ofOPNIN�r: i • 1 1 SLWING GLASS DOOR $ A►LLATION A. ' . I X S BEVE LED $UCKSTttIPS SI•IAI.iJ BE FA �► IMED TO BLOCK 'tNAL�, • USING TWO COIL NAILS AT LEAST 13/8" IN LENGHT AND• SMALL HAVE A MINIMUM SPACING or. AT. LEAST i 6". B. WHEN APPLICABLE SHIMS SMALL BE USED ON SIDES AND 11BADERR, i8m Wm THE FRAME AND BUCKSTRIP AT EACH OP TI.M PRX Dp,LED . • HOLES. . C. PRA. bM. SMALL BE FASTENED TO DUCIGSTEtIP USING #8*X 1 1/4" SCREWS AT EACH PRE DRILLED HOLE , D. ' ALL SLIDING GLASS DOORS SHALL BE 9MBEDDED IN SAND MIX ( MUDDED • IN) UNLESS PRECAST SILL IS USED, WHERE SILLS MAY I)RCAULRED. ' E. ALL PRE DRILLED BOLES IN SGD 110TTOM SILLS i'IALL BE SECURED TO TI•IE D�,►T�:: ill�i/9$ SLAB USING (3/16 X 1 1/4•) TAPCONS♦ .isc h re♦:♦ •wn♦♦ i w 1" )= Ina xm 1 h 0,101 SHEET �' " ► �"",+ ri, �°'' s ►Pam !0b 1 I'G b= ' "ear` 6250 MULTINE $UITE 102 E3 5 • • -- ►the to tits teonns wna. MOW" ab* troth of em door . �! QRLANW, FL 32822 < Cl LIP OF SILI,h B. BUCKSTRIPS SHALL BE SECURED TO MASONRY WALL USIIp COIL NAILS LEAST 13/8" IN LENGTH AND'SHALL HAVE A MINIMUM SPACING OF 16".' C: INSIDE FLANGE OP WINDOWS SHALL HAVE A CONTINUOUS DEAD OF "CAULK AROUND PERIMETER OP WINDOW. D. ' WINDOW SHALL BE PLUMB ARID SQUARE IN OPENING WITH MINOR •ADJUSTENTS MADE TO COMPENSATE FOR REVEAL. E. WINDOWS SHALL BE FASTENED TO SUCZCSTRIPS USING # 8 X 1" SCREWS, FILLING IN ALL PRE DRILLED HOLES MADE BY WINDOW MANUFACTURE: F♦ ALL WINDOWS SIIALL I-1A'VE A CONTINUOUS BEAD OF CAULK APPLIED TO . T �E)R PhrttiR ofOPNIN�r: i • 1 1 SLWING GLASS DOOR $ A►LLATION A. ' . I X S BEVE LED $UCKSTttIPS SI•IAI.iJ BE FA �► IMED TO BLOCK 'tNAL�, • USING TWO COIL NAILS AT LEAST 13/8" IN LENGHT AND• SMALL HAVE A MINIMUM SPACING or. AT. LEAST i 6". B. WHEN APPLICABLE SHIMS SMALL BE USED ON SIDES AND 11BADERR, i8m Wm THE FRAME AND BUCKSTRIP AT EACH OP TI.M PRX Dp,LED . • HOLES. . C. PRA. bM. SMALL BE FASTENED TO DUCIGSTEtIP USING #8*X 1 1/4" SCREWS AT EACH PRE DRILLED HOLE , D. ' ALL SLIDING GLASS DOORS SHALL BE 9MBEDDED IN SAND MIX ( MUDDED • IN) UNLESS PRECAST SILL IS USED, WHERE SILLS MAY I)RCAULRED. ' E. ALL PRE DRILLED BOLES IN SGD 110TTOM SILLS i • . . • • i . .. aa Tm It ItA . !)Ai.ITY WINDOWS .0Y FLrill` 1R a milk 0 ORIDA EXxRUD�RS ALIfi•Y WINDOWS BY y �+ it , z3 �' FLORl�OA ExtRUOpR>R 0 ALITY Wt-NDOWS SY FLORiDA EXTIM91tS '• d ----•. ►:SERIES 1000 ' g ��pas� SERIES 10001000 SINGLE HUNG WINDOW . ERNES HORIZONTAL ROLLER �� r � � o • ., • • .. • ' •Slli�•;NG 'GLASS DOOR .. ' RATED 030 30 PSF DESIGN P E ( R SSURE) WCIrH APPROVED FORCED 'ENTRY. e RATED. AT R45 (4s PSF, DESIGN PRESSURE . = 1:62-48 MPH; 239: GREATER . • THAN "30" RATED' iWINDOW3 SxAN • `� 3/'�'" FRAME DEPTH ON 2 TRACK DOORS- �► RATED. AT R45 (45 PS' F DESIGN PRESSURE = 1$2.38 MPI•h 23X GREATER* =� •'� OARD •YVtTH DOUeIE SWEEP LOOKS E p • 6 6/i b�' FRAME DEPTH FOR 3 TRACK DOORS; 6 t3/16" ' FQ1 4 TRACK ' DOORS,' THAN "Sda RATED. WINDOWS) �► ' AYAIL.aQL.E 4t+1 R5S (53 P$t" ,•pESIC3N PRESSURE: 1'T9.52 MPH),- STANDAR6 j �iP xb 1i LfNlQVE 1/2" FRONT' FLANGE FRAME DESIGN WIT!•!. SNAP' OFF F u� WITH OOU:BILL£ SNAP LOCKS AT SII,l. FLANGE FEATURE AVAILABLE !N R55 (55 PSF DESIGN PRESSURE == 179.52 MPH) FOR IMPROVED INSTAi..LATION IN 130 �" MASONRY AND. FRAME -:'CONSTRUCTION • ! • • _ INTERIOR GLAZED FOR INCREASED PERFORMANCE NO TENDENCY "FOR • BEAD AVAILABLE IN 2 NTERIOR GLAZED FOR INCREASED PERFORMANCEt NO TENDENCY FOR BEAD- 0 ,�_,•, R��c' � � � " . PROBLEMS COMMONLY ASSOCIATE® WITH EXTERIOR GLAZEt3, WINDOWS , S AND 4 TRACKS k5 'WEL,L AS POCKET UNITS PROBLEMS COMMONLY ASSOCIATED WITH -EXTERIOR GLAZES? WINDOWS �► � err,, ® PANEt s WAVE UNIQUE PEEP DOUBLE INTERLOCKS F0 STRENGTH AND ° '• "14AN ' r FRAME DEPTH 1 •7/8"; 1 /2" • FRONT FLANGE FOR• MASONRY CONSTRUCTION* ' • • FEE DEPTH. 1. 7/8";' t /2"• FRONT FLANGE FOR -MASONRY.' CeNSTRUCTION� -' h '`� •,�'y � REVERSIBILiT'Y, DESIGN: REQUIRES. NO. - NOTCHINGINTEGRAL NAILING FINS WITH 3 �' SETBACK ON FRAME CO , yor: ; f 1/8" INTEGRAL NAILING ; FINS WITH 3/4' SETBACK ON FRAM& CONSTRUCTION ' • A HIGH GRAD / CONSTRUCTION �; ; ,, , a • x FULLY INTERLOCKING FIXED RAII aND MEETING RAIL AR ' '' E BqX * CREEN WITH STEEL ROLLERS AND DIE `CAST RECESSED FULLY IWMRI.00KING FIXED RAIL ANO MEETING RAIL ARE HOLLOW AND HAVE fN: .�=, .,�.: ` E HOLLOW AND HAVE, _ LOCKS'i` . IS A STANDARD FEdTURE s :• .. oovBLE• SCREW BOSSES t'oR REDUCED -TWIST ,AND MAXIMUM STRENGTH ' '' `''� •••.••~`�•'`'',°, ' w`= DOUBLE SCREW DOSSES FOR REDUCED 'TWIST AND MAXlMU:M STRENGTH I % . • DEEPER GLASS. POCKETS -FOR FOR IMPROVED ADHESION OF RAILS : TO, THE GLASS L • MEETING RAIL IS CENTERED NOT OFFSET DUE TO S �'.;� . ,••'�x ♦ ooueL.E LIFT RAIL STANDARD IN, ALL PRooU . AME SIZE JAMBS t • . CTS .FOR EASE OF •OPERATION - i ♦ 1 �%2" EXTERIOR SILL ' . � .. IS STANDARD; OPTIONS ARE INTERIOR • FLUS,H SILL WHICH RESULTS IN SUPERIOR APPEARANCE t� AND UNIFORM APPEARANCE 2 AND 3 TRACK ® " � � 14 o,1 � H$ ♦ DOUBLE SWEEP LOCKS STANDARD K NLY), 2 5/r AND 4 5/S" ADD ON" ,RISERS ® DOUBLE PULL. RAIL• STANDARD IN ALL PRODUCTS • FOR EASE' •OF OPERATIOi� S• �► REMOVABLE SASH WITH BLOC • . RECESSED DIE CAST• LOCKING HARDWARE' , AND UNIFORM APPEARANCE t K AND 'TACKLE BALANCES • OPTIONAL WOOD PULL FOR EASE OF OPERATION AVAILABLE FOR STANDARn " ' DOUBLE SWEEP LOCKS STANDARD' " # • CONTINUOUS INTEGRAL FIN' FOR NO OPEN ' CORNERS HARDWARE • REMOVABLE SASH' W • • DSO GLASS STANDARD; OPTIONS ARE 3/16, . INSULATED, TINTED, AND -LOW E ® WITH BRASS' ROLLERS" STAN®ABA tN . CUSTOMIZED MOUSING 3/f TEMPERED GLASS STANNDARD; OPTIONS ARE 3/6" .INSULATED, TINTED • UNIQUE "TANK . TYPV' WEED? SYSTEM ALLOWS WATER TO (INSULATED ONLY) Y • • • ' � AND La1�l�-E 1 • , FLOW OUT OF • � THE • DOUBLE• APPUED, UV PROTECTED RIGID PVC MUNTIN • : (INSULATED' ONLY) SILL WITHOUT BUILDING UP IN THE TRACK- ` • INSULATED DOORS AVAILABLE WITH INTERNAL CONTO€IItED' •MUNTINS • •CONTINUOUS INTEGRAL FIN FOR NO OPEN CORNERS .. y "» .. .� x � xx • INSULATED WINDOWS AVAILABLE WITH 1NT'ERNAL CONTOURED? MUNTINS f • AVAILABLE TO BEM ANUFACTURED IN CUSTOM SIZES AND COUNTER' TOP UNITS • QS8 GLASS STANDARD; OPTIONS ARE 3/4 6, INSULATED, .TINTED,. AND LOW E • ALSO AVAILABLE 1N 'RADIUS HEAD AND PASS--TMRU CONFIGURATIONS • FIXED PANELS INCLUDE -SINGLE ROLLERS ALLOWING `f OR P (INSULATED 'ONLY).. ' �► o MAKES, USE OF 2-000 . WEATHERSTRIPPING, GLAZING REAL? AIN4 'GLAS ANE4. ADJUSTMENT C D S SIZES. - �' • AT TIME J08 SITE • DOU13LE APPLIED, UV PROTECTED RIGID PVC .MUNTINj?, ' TO ELMINATE, DUPLICATE INVENTORY •' •' • OPTIONAL, MORTISE AND SECONDARY LOC:I�S FORINTERNAL.� r' � �� � •�. ENHANC.'ED SECURITY • INSULATED WINDOWS AYAiLA@LE WITH CONTOURED MUNTINS • ALL PRODUCTS COMPLE'CELI! PLASTIC STRETCHED WRAPPED TO -ASSURE ® AVAtLARL;E W Y tTW A STAINLESS STEEL OPTION. p • MAKES USE OF 2000 WEATHERSTRIPPING AND GLAZING BEAD TO ELIMINATE • >« MAXIMUM PROTECTION,. ANO TO MAINTAIN THE FACTORY F'INIIN ALL THE WAY �'• Ali. PANELS COMPLETELY PLASTIC STRETCH WRAPPED TO A � � DUPLICATE � TO THE JOB SITE S�SURE MAXIMUM A E INVENTORY PROTECTION AND TO MAINTAIN THE ,FACTORY FINISH AL.0 'THE HtAY DURABLE POWDER COATED FINISH • UNSURPASSED ! ALL. PRODUCTS CdMPL,ET'ELY PLASTIC STRETCW�D WRAPPED �0 ASSURE � i '' TO THE JOB :•...` ' ' IN APPEARANCE •� SITE MAXIMUM PROTECTION AND TO MAINTAIN THE FACTORY FINISH DURABLE POWDER COATED FINISH • UNSURPASSED . ALL. THE WAY. TO "THE .J08 SITE " ear IN APPEARANCE ear c ® DURABLE POWDER COATED FINISH UNSURPASSED-* ' ea . -e Mt t.»e .... IN APPEARANCE t HR 1-1 n # ► 4.► m I. • • , 7►... ..1I • �• rw,r• .r a• • . A.ri•ss+....•.re• ,OY'ai YM•wJ •sYvW"'W^M+wr»... :1. . ytlYyw.+Vlq' IC1fVetf ' . :"f�•N•eYWY• V.Y1►� '��.M • r7• : '`¢ �, ,�; N . .�...».• .•...,..••.... tt7 V1 310 231 tiQ �" ».MOO. ....--».,. �.�.� �w..� ...». ....••.. ., . 00� 0®9,,.•. j a� T. ... . s3 + . PIIOAIt / ' Ilk wo too .. QUALITY WINDOWS 8Y FLORtDA E�CTRUDt~RS Irma /iD6.1g00 (j •� ' ��: S w.� '•"• . • r•. SERIES 1,000 P.� Do ..lx-.3x-00 FIXED LITE DESIGNERS ' • P.0,8oaI Y �: l2d•3fiti zA *aa -Vn MnM am rNra► 1c4raIaraiat, rAr:r. r 1rAc.lCr3.• r RATED RSO, C60; C7'0 , (D•ES1GN PRESSURES OF 50; 60, & . 70) 1Y[ t �INe > ►�S& Seel 10 c�MDit� : • , • UNIQUE INTERIOR SNAP --IN VINYL COLOR 'MATCHED BEAD CONCEALS THE' U ��" �-Y �' O' 'C� low, C4 x r� INSTALLATION SCREWS • ».as aeti$a�e)ont Ssw*m at noapao� � VgMRA• ♦ s� MW► lei YV7�1�P Va (V �► ``iVi?� T� � b ' • INTERIOR GLAZED FOR INCREASED PERFORMANCE; NO TENDENCY FOR BEAD ih�rerecostst tldt�rood.Aaial•�pio;rodt3i�'1 rww� 1>u Awwittotl ww twxwune us�►kc"Op�u O"r. 0x0*0X4X0,x ' tuwwmb.7Che �c a� l/g" Od tI tet►�at+ew+aR'22��W!" x 6!l--Ir"�,t irex+a mod PROBLEMS COMMONLY ASSOCIATED , WITH EXTERIOR GLAZED 1�N'NINDOW$ - • ' ., i21;�aRa:�atatd� �� Gae�rrlrieac+riptkn:Tl�doot6Poo of 26SL(0.OtonsteetatuoOWwipas3g�d , � t110Dawo mmu*d 0t�2Q sA, Moab had atrpto w m rtw ass. 1,nw h; dot, ww ww4 t Muu wu is A 1Yes�ddo ' ♦ FRAME .DEPTH •OF 9 7/8"; FRONT •FL.ANGE -FOR �NtASONRY CONSTRUCTION, t 1/�' - . ,' ayad2l�uda�c�t,��a�Px��st�'xda3 f "- � .• � . • • 'INTEGRAL 'NAIL,ING FINS WITH '31e SETBACK FOIL FRAME CONSTRUCTION ,Dar Isla �raaia xa�u,iz igc awd' a�► i ► 1C •'' ; 4 t , , r PA HOLLOW 'HORIZONTAL MULL FOR. SUPERIOR PERFORMANCE • .. ��8k � r�orta tba tl�it;'2Z 2I0-�880�,5,8 sedos testlaEbi+Raq', � �pd d bt Bamry Pam►, p,� - ' ♦ GLASS SIGHT LINES • AWN WITH DESIGNERS MULLED ABOVE OPERABLE 'UNITS 'macData • 3 Airia�� LSTp�'UAS'1CM�3 PA•� .. • • . poa�d :' , .' ' • • • ' ♦ AVAILABLE WITH INSULATED GLASS, WITH INTERNAL CONTOURED MUNT114S wow ?»�.�d 14.1W • ' 1 T'� x� Aar , . + �osd}t 8.2rip SS.Opaf' f� ��Xs7p�t'(AS1'MM pKPA•202) S • ' DSO CLEAR GLASS STANDARD REFER •TO SIZE CHART ,•'• OPTIONS ARE v sa�&gA#�rPr tear .2 o �pA•�:t� iE�ospst tF?.aped eedawaatperpA.z�t�� �,$6p a�,i r • t aAfr� twc . U0 *f C♦p j 1405p�( -67.OpO �9* 8 TEMPERED, INSULATED, SOLAR COOL, L,OW--E (INSULATED ONLY), AND l rlrti ct M C&iA•2* paeat AkPrtaa�a4w nOgo`�&pA-2� 5�• Pmw Ctq� of Sp`BC &PA•202} Fo�tive 1 I4.0psf 76,0 p TINTED; SIZE DETERMINES GLASS THICKNESS (3Jt 8'` OR 1/4") 20> pmw �e�eat>a►tpeRCia.36 3 } Nye l 14.0 paf w 20 6 0 �d �Prj • v DOUBLE �IPPLIEO, UV PROTECTED Rtt3iD' 'PYC• MUNTIN ON •SIN4G.L•E GLAZED. UNITS s(pan►s� • Po�tttva ��o� 'god • • - •. •� �.�.� hillyr6 0 T6.0 by • • SAME MUNTIN MATERIAL 'ON ALL SERIES 1000 PRODUCTS • `�" ' �e+a Yereeet �iMk paw e REPLACEMENT GLASS AVAILABLE WITHOUT REQUIRING A TEMPLATE : x . see W • • AVAILABLE IN • VARIOUS CUSTOM"SHAPES AND SIZES "'oawbateroga.raedtet�mote�voae�tu�se>>i�boa�,�batot>todttact� fi sane d �0iodatra�dxa�zatItosoer-c S=1f.G.,s.F.n.Cy tloeRadw`iteratlnspa ara; Ap>�co�rodsorara�bere ` •" ALL PRODUCTS. COMPLETELY PLASTIC STRETCH WRAPPED TO ASSURE MAXIMUM xesdi�t+yA�t4�71� Ra a�do�ar3lbr rid.L•dsdosmamdd1odediftwm O*i1V&W*n�In bat �tl3aaWtotu ,. ` I 2. Wt e+a � ►tom afi'lS9e oCdasi�a lootl , da p itotdt tUp�ill�, s1 � C@& (v&d =w Of 110 mac ar. , S F.e tri, .S.F.H.tM � =4 wbuo the na PROTECTION AND TO MAINTAIN THE FACTORY FIN ISH AEI. THEE .WAY. TO THE 3. sa mor er :�aesraeppo�nvmdander�k oapawoe�, r��d bYAS+C,.I 7PMWMMDeetp Leadstor•adp $ . Jog SITE , .4. Utdtt��tw vlar tin" tdrtido>oea�ata�appaoeedt�datilrlttwooaPgaMoar s e� �e��lsYo0f"VW" l#ea, aralfa,ite��: ' . ;.., S. Appl{cntioafb�r�panait.etaUbat�anponhdbjjrs�led�opgrotDiit�pao�1. . ' 4 sppa�ralunderthlsaca�rtoc, ' DURABLE POWDER COATED FINISH UNSURPASSED;: IN APPEARANCE 6• wherst�ia araaadtlaoa,�ttuteabb�'�aaba�rar> r ►subm,mtba � �uaft�&tt�icergi�ceraappsoi►odwrdcrthtea� � DATE: tlihlf�!' • �Iltgih, Tbatit»tbcxachtba! � it�a. l ik!•". t�'t4etorl�t�>�o�iyw�![ia clt beotx�r�patded byA sa�tvd ot'thta . ' . • � T.. Wiwrt zt�ra! tti► t� ait+�attear, �t�we � r>�� 1� �a, � �ja • '. - �' b�aoa� wbaaa l�a �cfior: a�l�nd tiu+pt,�� tbd xub'b � tea• ar � �+ew ' • • . ✓ j • . �3C:,�i►,;: 1%4° 01' »fd� , '• , ` ear �Tbale: Matt sac�Usk ada. t V411"v a "tortf�aawbor ?. NAM *�61�ate llsftq°Vat pk" intotip w�l!fsoblt d, ' � i . 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