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233 Belgian Way 02-929 New SFHPERMIT ADDRESS a3 CONTRACTOR iV111TIR PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PROPERTY OWNER�� PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR r PLUMBING CONTRACTOR � � Oua 114 MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION 6o us ("Ire-) PERMIT # ' Cj DATE PERMIT DESCRIPTION PERMIT VALUATION, t> SQUARE FOOTAGE d d cn M� DATE: 12 /12 /01 SCALE: 1/41=1'-0' SHEET 1 OF 5 � o 00 �4 � o o o �CQ C� o o� DATE: 12 /12 /01 SCALE: 1/4121'-0' .SHEET I A of 5 4 (DATE: 12 /12 / O 1 SCALE: 1/4'■�'-®' SHEET DF OARCP a <TCPEN AF,CH e RX-1 I L i' 1„f. /11------------\ Ik61-011 1 j ``------------I/ O OPT, ARCH OPEN ING /-----------\ ----------/ 0 AfRT NICHE 10 FOYER --- ----------� (� OPT. COAT CLOSET FOYER J OPT.ROUNDED CORNER BM. 401 _ 011 14'-411 11'-411 2'-4" 12'-011 „ PATIO 9'-0" x ( _011 50(05 S.G.D. `7 -------- F2_5 --S N — — — F_ _ I I nl M BDRM.#4 9'-4' CLG. I I BDRM. 3 I. (CARPET) 9'-4" CLG. I I (CARPET) - m I �' FAMILY m ROOM I 1_ II � II 4 I 11 (CARPET) ' 121 - 1' 21 1311 /J� 2' 5" `14'-211 31-III Q -1011 42 "A.F.F. ,L, cl) 5'-5" �I_oll 5-cj 21_411 21-QII ii 8'-11" oPT. ATH BDRM.#2 LAV. (TILE) C 9'-4' CLG. 1 o I o ' i (CARPET) ---TILE LINE---- -- _ —o'(i'v- — o— OPT. �►. Q 1R-1SH I INSULATION------ -----� I I OPT. ARCH OPENING �I �' W.I.C. �� -_1W AL NOOK �f OPT. I �n +�� m V/FRENcH 9 -4 CLG.DOORS m (TILE) 141-411 21_211 /_ II 1-01' 12'-011 j KITCHEN .� d e �__ 131-1" (4I'L , I z I I Mc OWNER'S _ ° r CRSUITE OPT Lu -q M.BA ISLAND . �51-411CG (CARPET) cQe (TILE) 55 "A.F.F. 1_,P L RANGE I ' loll 21-/ II = I I 21 411 I 41I 2, _4„ ICE lV\C L--O �_ I WC, DINING ---' T -' I -J- ROOM m �? 91-411 CLG. A 3 — m A/C R/A WH. /COND (CARPET) 1_0l1 f0 -0 5 -4 141-411.i r__,r__, OPT. I I OPT. I r "n'� W_ I I —D I I ATTIC — — — — ACCESS W/ OPTIONAL — - - — — — PULL DN. STAIRS r ART NICHE N - LIVING I .�p ► -' ROOM 4-0 E3F GARAGE 91-4" CLG. I FOYER 13'-4" GLG. g'-4' CLG. (CARPET) I u ELEV. D, E, F LINE OF CLG. ELEV. D, E, F 9 -4 CLG. (TI E) LINE OF CLG. ELEV. D, F MT. L . — ENTRY VAULTED CLG ELEV. D, F ONLY W/1'-0' H-l3- 51DELIGHT TYP. 1/0'-011 X 1,-0" O_H. Xi 10! -loll: 35 SN 71-711 2'-(0" 2'-&1' 2'-0" Igo'-0' _0" 15'-011 5'-0" 20'-011 40' - 011 an — — — — — — — — — — — — — — — — — — — — — 3 — — — — — \ I MT. 1 ------------------ --- VAULTED CLG ELEV. D, F ONLY ENTRY W/1 -0 `15IDELIGHT —] (2)-25-SH 41-411 W/1/2 ROUND ABV. - - - - ELEV® 99 99 ONLY ,-------------------------- m -.l LIVING MT. — — ROOM 9'-4" CLG. W/i'-0" (CARPET) SIDELIGHT <r ENTRY 21I5-SH 41-,511 101-all (2) 2 GJ 41_411 _ - I 4' -10" 20'-211 I POST I (3) TYP. -------------------------------- ENTF'"1' rz L rz V u u (St' BLK WALL-1 " BLK WALL 6" BLK WALL 0 WE (DOF=T. CLOSET SAFE ROOM r,-------------------- 1 L 1ST I I I I I MEDIA RM �I II I 16' (2) 3-0 I 161 Ico BI-FOLDS 1, 2'-4" I 2 I 11 I l�---------- O OPT. f=ANTF,'1- EXTERIOR MASONRY WALL BRG. HEIGHTS 11111111111 9'-4" WALL BRG. i 2'-6" Ll'-9" 1'-�" I — — — — — — — — — — — — — — — — Of=T. 1 IE D I A ROOM SQ.FT® CA]LC.'S LIVING; GARAeE ENTRY PATIO 19(,-1 412 22 2(o SQ. SQ. SQ. SQ. FT. FT. FT, FT. TOTAL 2 421 SQ. FT. a O 0 DATE: 12 /12 /O 1 SCALE: 1/4'sj'-®' SHEET 2 of 5 14'-ID" BRG. - - - - 2.5/12 VAULT LINE 9'-4" SRG. � II 18" DECO. SHUTTER c� TEXTURED FINISH 3 811 �II KEY DETAIL J�—GRI 2 NO 0110110110:1101101 EMI MI'M siml I I WE I I IN: I I fFn-- I I Fw- I I I Ell Wool FRONT ELEVATION S" FQ 2 sTUcco BAND Q GARAGE 4�I 3 SILL DETAIL 9'-4" 5RG. iM ID' —ID" FIN. FLR- RIG 9' — 4" 5 RG. 9' - 4" 5RG. ID' —ID" FIN. FLR- OFF —RIDGE VENT REAR ELEVATION OFF —RIDGE VENT P2'-O TEXTURED J FINISH ID' —ID" FIN. FLR. — — — — — — — — — — — — — — — — 1 12 TEXTURED J \ FINISH HT ELEVATION LEFT ELEVATION ROOF VENTS PER 91 ED 65C m 9'-4" 5RG. ID' -ID" FIN. FLR. i 9'-4" 5RG. O'—ID" FIN. FLR. 0 00 0 0 0 �\ o DATE: 12 /12 /O 1 SCALE: 1/41=1'-0' SHEET 3 F OF 5 (2)HETA-16 RV, HIP DETALE �2X8 RIDGE } 2X4 COLLAR TIE � p EVER"' OTHER RAFTER u 2X6 RAFTE O m (k 2-12d EVERY TRUSS IX6 NAILER 3-12d 3- ER NAILERTO 6 R F IXS NAILER OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY (2)HETA-16 DBL. TOP PLATE T KNEE WALL DETAIL -ENG'D GABLE LEDGER �?D a I UPRIGHT OCRICKET DETAIL TRUSS PLAN *CONNECTORS TO BE S IMPSON U.N.O. * TRUSS TO PLK META-16 W/12106X1 1/2 * TRUSS TO WOOD MTS-12 W/14-I0oIXI 1/2 ° Q0 DATE: 12 /12 /O 1 SC AT: 1/41011-01 SHEET 4F OF 5 WP. GF 1 ELECTRICAL LEC;END SYM50L DEFINITION NOTES n n 110V OUTLET I/2 of OUTLET 110V OUTLET WIRED t0 TO SWITCH EQUIPED WITH 110V OUTLET GROUND FAULT Gi=1 INTERUPTER f jf n I n 220V OUTLET Wf_EXTERIOR GFI WATERPROOF GROUND FAULT OUTLET INTERUPTER SWITCH 1�3 SWITCH 3-WAY OPER. �;4 SWITCH 4-WAY OPER WALL \ MOUNTED LIGHT \ EILING LIGHT 1 VAPOR PROOF `OJVP LIGHT RECESSED CAN VENT. FAN I CFM PER SQ. FT. \ VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT <1 FLOURECENT LIGHT RAP AROUND _ 2' FLOURECENT 4' FLOURECENT ® PANEL METER SMOKE GATT. BACK-UP \ W/ HARDWIRE DETECTOR INTER- CONNECTED PENDANT LIGHT ® TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR. COND. A/C DISCONNECT TV TELEVISION JACK CEILIRG BOX REQUIRED TO OILING SE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER CHIMES PLAN - ALL SMOKE DETECTORS ARE TO BE 3'-0" FROM AIR FLOW CREATED BY A/C, PADDLE FANS 4 BATHROOM DOORS METER FEILD VERIFIr LOCATION 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. MAIN DISC. SERVICE BY POWER CO. TO MAIN SEWER 4/0 ALU. CA5LE TYP. A/C 200 AMP DISC. INSIDE PANEL #12 COPPER TO LIGHTS 4 OUTLETS #10 COPPER TO WATER HEATER #5 COPPER TO RANGE #4 COPPER TO 5/8° GROUND ROD ALSO SERVICE TO RE BONDED TO FOOTING STEEL ELECTfR�CAL F��SEF;� NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. KIT_ III _o ,,-r PLUMDING IOISIEI , DIAGRAM ---------- � 1 I I MEDIA RM/,--- II I �/PRE—WIRE II FAN I l -------------------- \ ®FT. rIE D 1 A R®®rj 0 0�� 0 � 0 o m Nt 0 CQ \ o V � H � W W DATE: 12 /1 2 /01 SCAT: 1/4'=1'-®' SHEET 5 OF 5 - -- _ _ter - --- - -- 1 /2 " X 9" A.B. 32 " O.C. _ ro"xroa 010 W.W.M. WHEN UPLIFT FROM ROOF z a OR FIBERMESH c�-A REINFORCEMENT ANCHOR BOLTS AT 3' O.C. cv 2 ASV. CONC. ffJ = 6 "X6" #10 W.W.M. r z OR FIBERMESH 4 CONC. SLAB " 2 #5' S CONT. 4 ° 4" RE INF RCEMENT g (2) CONT. 05 REBARS 1 _4 \� W/ 1'-011 cn _ �w CONC. SLAB ? - �- 4" 1 _811 41 m� 3 #5'5 CONT. Cl m -� � �„ 2-#5'S ON CHAIRS � T1-IIGKEN EDGE IF INTERIOR BEARII�lG WALL �,>� � GARAGE cURB STOP 1 TYP. WALL SECTION INTERIOR BEARING WALL 2-STOF""r (24 BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. WOOD FRAME FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTOR5 ONLY NEEDED WHEN THERE 3 15 UPLIFT ON WALL 3 1/2" HEAD OF GARAGE 3 1/211 e HEAD OF GARAGE -4-#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) I OF DOOR IF NEEDED) I DIM VARIES 5/S" I DIM VARIES 9" ANCHOR BOLTS At 3' O.C. V ANCHOR BOLTS AT 3' O.G. -I 5/S" GU B M (0"X(0° #10 W.W.M. -1 5/8" CURB N (0"X6" #10 W.W.M. CURB N (rolx(011 #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU \� OR FIBERMESH OR FIBERMESH OR FIBERMESH ONLY IF UPLIFT ON WALL CHAIRS (MIN. 3" COVER) 6"X(O" #10 W.W.M.EXTEND 1 1/2" r- REINFORCEME T REINFORCEMENT REINFORCEMENT (o"X6" #10 W.W.M. OR FIBERMESH _ (X OR FIBERMESH REINFORCEMENT - RE INFORCEMENT . R ESS /2 u p N p N = 1411 SLIDING DOOR TRACK o� 2-#5'5 01 CHAIRS U o� (3-5'5 W/2-STORY) m _ SLOPE GONG. _ 2 #5 S ON CHAIRS 0 o I SINGLE (3-5'S W/2-6TORY) SINGL 2'-011 TO FRONT(1/4"-1/2") 3 #5'8 ON CHAIRS STORY STORY 1 1/2" 1 -0 2 #5'8 ON CHAIRS i -g I'-8" 24"X24" EXT. PAD TWO TWO 9 1/2 " INSIDE FTG. AT GARAGE STEP-UP STORY STORY INSIDE FTG. AT GARAGE STEP-UP �' GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB SLAB AT SL. GLASS POOR 2ORY BEARING WALL DOOR RECESS 1-STORY BEARING WALL GONG. SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED " ' (� PSI EPDXY 25 MIN. ASV. TOP CORD BLOCKING AT 4 L, ro MIL. VIS. VAPOR I 5LAB/ro" MIN. BELOW O.C. MAX. IN FIRST 2 FRAMING --1 = (o "X(o " #10 W.W.M. SPACES AT EACH END. GA AGE SLAB "X�" #10 W.W.M. N OR FIBER"IESN R Z OR FIBERMESH REINFORCEMENT RAFTER OR TRUSS m /REINFORG MENt I _ NAILING SCHEC>ULE ALL NOTES IN REFERENCE ROOF SHEATHING LAYOUT ROOF SHEATHING � ROOF DIAPHRAM TO FLORI�A BUILDING CURB WALL eONe. DRIVEWAY � GARAGE BEYOUND L 3 #5'S coNT. I 1'-8° 311 MIN. GOVER 0 C TYP. RETROFIT FOR ALL TYP. �� OMITTED FOUNDATION DOWELS IA AND END WAL L BRAG I NG GABLE END FRAMING Q l'J Z a , USE l/Ib' 0.88. OR 1/2' FLY WIITH �8 CAN NAILS AT 44' ' O.C. AT SUPPORTED PANEL EDGES AND -5 GUN NAILS AT O.0 AT INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE % GUN NAILS • 4' O.C. EXTERIOR SHEATHING SITE PLAN NOTES I� USE T/Ib' O.SB. OR 1/2' PLY WITH 00 C" NAILS AT V O.C. AT V V m PANEL 81DE8 AND "8 GUN NAILS 4' Or- TOP 4 BOTTOM PANEL AND 'S GIA1 NAILS AT 6' OZ- AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE LU BUILDING LENGTH INTERMEDIATE SUPPORTS. EDIATE SUPPOS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. GARAGE DOOR NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION OPENING ARV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION rl--)-�� 2-STORY FOOTING NAIL REQUIREMENTS I CF FINISH FLOOR BLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAD I LENGHT DIA. TENSIL STR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 8d ROUND)IODIFIED 1 1/8' .113 110)000 OR T 1 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY. t.) 1 All C\I/_ 10d 1 2 1/8" .128 110,000 -' ��IYvv,•II-Il�..i I[<RI�iMI1Vl� VGI�I III V..i, G1v. VriP•1LL WIY'VIV I IV LVL•ML #8d GUN NAILS e4" O.C. # NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGZAT1ONS ANp RESTRICTIONS HAVING JURISDICTIONS AND Sd GUN NAILS � STAPLENAIL t TOOL ASSOCIATION AS SELECTED BY BUILDER N N M TOP 4 BOTTOM EDGES II GENERAL NOTES 6) SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE (O O.C. IN FIELD PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. ff a POURED LENTIL. Lu I. DESIGN AND LOADING o' CONT. ( TYP) N M A. ALLOWABLE UNIT STRESS AND DE51NG CRITERIA: @ 1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 PLUMBING NOTES `� 2. FLORIDA BUILDING ODE 2001 e : 2X WALL FRAMING TO BE r (n (D Q _� Q 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) A N M M OUTSIDE IDE �AR � LU 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. ", .. • 5. WIND EXPOSURE 'B' 8" CMU FILLED ',e C3) 1/2"X9" ANCHOR BOLTS REE3 R N 0 1.!_ z U 6. INTERNAL PRESSURE CO-EFFI(CIENT +IS THRU -IS 2) WATER LINES SHALL BE CPVC. �p �./''- z � z z 0 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC CELL (TYP ) W/ 2 "x2 °xl/8 WASHER AND Z A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR i s _ ' T N N CONTINUOUS z @ Z - CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. NUT SPACED EVENLY FROM ■kn It 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. :..: �. O : s : a� .� ai V U U A. ALL CONCRETE WORK SHALL BIE IN ACCORDANCE WITH ACI 318 AND WITH EXT. FRAME WALL TO FLOOR TO BOND BEAM. SET SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE BLOCK WALL CONNECTION IN JOINTS PRIOR TO FILLING. Q _�+ I I MAXIMUM FLOW of (3)THREE GALLONS PER MINUTE EACH. T�'P. EXTERIOR SHEATHING B. ALL CONCRETE SHALL DEVOLO>F' NINIMUM COMPRESSIVE STRENGTH OF 2500 A (SLEEVED ANCHOR IN SOLID ai = � PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. # /� TT /-' I I T c /� C. REINFORCING BARS SHALL CONiFOF11 TO ASIM A615 AM& OR 611, GRADE 40 POUR ACCEPTABLE RETROFIT) �q A I I ACHMEN I 1-0� ROOF JI�E f'�� � '1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 25" MIN. LAP 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SUR>=ACE AREA. A. IN ACCORDANCE WITH FLORIDA BUILDING ODE 2001 CHAPTER 16 TYP. REBAR LAP @ WHEN NOTE- - ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL � CORNERS WHEN GLUED TO ROOF MEMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. GROUTED (o " - 8" @ EDGE 5 4 1 O II - 12 " IN FE I L D 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BOND BEAM Z 2 -#5's REBAR 1 STORY A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SIFF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY SEPARATELY, SEE POOL PLUMBING CONTRACTOR CONTRACTOR'S PROVIDE TWO COPIES OF P DRAWINGS. RAWI GS TIE TO HORZ. BARS 3-#5's REBAR a 2 STORY SHALL BE PRESSURE TREATED) USSES RfSER DIAGRAMS AND PLAN LOCATIONS TO OWNER TYP. EXTEi,IOR SHEATHING ATTACHMENT 6.TRRE-E 8" MIN. EMBEDMENT � � aPRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10I ALL CLEANouT6 FLUSH WITH GRADE. '' \ o LDING CODE 2001 FOR eHEAR AND UPLIFT FLORIDA MANUFACTURER SHALLSUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, ' V PRIOR TO FABRICATION. NORZ. REIN/FORCIN/G VERT. REII�JF. (O.5.B. TO BE STRUCTURAL GRADE) 7 GARAGE DOOR RIDGES. KJ " NOOK A DETAIL 70 BE SUPPLIED BY GARAGE DOOR SUPPLIER 12J PLUMBING CODESIZE AND ICCURRENT EDIOF TION. S SHALL CONFORM TO FLORIDA CONNECTORS FROM PLATE TO STUD TO PLATE A. ENGINEERED FOR 110 OR 120 MPH MIN. WIND LOAD. (PER WIND MAP) IN GROUTED ARE NOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE DELL G 8. ASPHALT SHINGLES 2001. ##8 -II Its t NAILS A I L �J A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 (�1 U �l 1 `� B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT t0 BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. cn ) 12 " O.C. IN FIELD FO U N SAT I O N NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE ItLtI CLEANOUT REQ'D `1 I. FOUNDATION DESIGN BASED ON 2000 P.S. MIN. ALLOWABLE BEARING BLIOCK NOTES Q PRESSURE. I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT FOR GROUT LIFT MA50NARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL ���•rrr 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND -er.: . •�_;_� �r ,,+ ,. ��, v •' HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. n, > 5 FT. UNLESS SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR NORZ. REINFORCING- Z (� FOOTING DIUL IS Z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. (O I' HOOfG } NOT REQ'D. a . POURED LENTIL METAL ACCESSORIES Z 3. CONCRETE 28 DAY STRENGNT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL C0IFORM TO THE O'' CONT. (TYP) = AGGREGATE FOLLOWING: „e A. ASTM A132 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. HORIzONTAL/VERTICAL REINFORCING r(1 4. ALL SLABS SHALL BE MIN. 3 1/2" THICK CONCRETE OVER 6 MIL VAPOR B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. PRE-GA5T HOR. SIDES: 2. METAL PLATES, CONNECTORS, SOWS, BOLTS AND NAILS EXPOSED 2X(o GARAGE DOOR BUCK W/ 5. REINFORCED STEEL: ASIM W1 A, GRADE 40. VERTICAL REINFORCEMENT DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL T,I'P. FLOOR DECKING SHALL BE y5 DOWEL BARS w/ A 6' HOOK PER DOWEL PLAN LAYOUT. (3) 1/2 "X9" ANCHOR BOLTS ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO REQUIREMENTS OF ASTM TAINLESS STEEL OR DIPPED GALVANIZED MEETING THE O 'b, u I ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORK, GENERAL: W/ 2 X2 X1/S WASHER AND 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE NUT SPACED EVENLY FROM EA. SHEET TO BE GLUED AT ALL FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY S° CMU FILLED e•` ,y`d AT 3' O.C. STARTING AT 8' OFF EACH CORNER 2. MASONRY BED AND UNITS HEADSHALL BE FULL L BE 3 8' AND 1BCED JOINTS. CELL (TYP.) a -r- FLOOR t0 GARAGE DOOR HDR- EXPOSED JOIST -7. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL (SLEEVED ANCHOR IN SOLID WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' Or - POUR ACCEPTABLE RETROFIT) 8. FOOTING REINFORCING, SHALL BE 2-05 REBARS I -STORY, REINFORCING STEEL, GENERAL: - 3"-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE NO. 5 BARS. 1-2X(o PT BLOCK -a CENTER OF CORNERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE 15UNDLED. DOOR HEADER W/(U 1/2 "XS" A.B. MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 2.3'. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED W/ 2 "X2 "X1/5 WASHER AND 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A&ri,,OR/AAiob. FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE if (DATE: 12/5/01 SCALE: 1/4'=11-0' SHEET Di OF 3 f l MAXIMUM HEADER SPAN (Ft.) UP TO 5'—ID" TO g'-m" 4'-11 1/2' -l'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS j 2 AT EACH END OF HEADER I 3 2X4 SUE3-5AND 2X4 SUB -BAND Q HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN FEILp STREAM CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING EI SUES -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X� SUB -BAND 6 2X6 SUB -BAND FIRST TWO BAYS LAKE KEHOE,CYPRESS HEAD � a LAKE KEHOE,CYPRESS HEAD LAKE KEHOE,CYPRESS HEAD 4' -0�� O.G. MAX ALOMA WOODS ALOMA WOODS --0 ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER ASPHALT SHINGLES. METAL DRIP EDGE --- 1/16" OSB SHEATHING OVER #15 FELT R-19 INSULATION F15ERGLA55 SHINGLES _ R-19 INSULATION J,OR 1/2" PLY. -1/1ro" OSB. SHEATHING ON 1*15 FELT OVER OR 1/2' PLY. -1/16 OSB. SHEATHING HURRICANE STRAPS SEE TRUSS ENG. �— ROOF TRUSSES (SEE TRUSS PLAN METAL DRIP EDGE FOR CONNECTOR) 1/2" DRYWALL TEXT. 2X4 SPF STIFFBAGK AT FOPROPER 24" D.C. BRACING METAL DRIP EDGE 2X4 pOUBLE PLATE ITYPJ ALL UPRIGHTS OVER 4'-10" 10 Cl)#5 CONT. ALUM. FINISNEp VENTED SOFFIT IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GA15LE TRUSS ALUM. FINISHED VENTED SOFFIT o 0 11�2u DRYWALL 4 TEXT. TEXTURED FINISH 8 LINTEL BLOCK FILLED ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) 1/1&" 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 1/1(o" OSB SHEATHING OR 1/2' PLY GLUED 4 NAILED SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-0" FLOOR JOISt/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) 1/2" DRYWALL 4 TEXT. SEE FRAME PLANS TO DBL TOP PLATE W/ PRE -CAST SILL I/2" DRYWALL 2X4(CONT.) FOR JOIST TYPE LAG BOLTS 3/5 X 4" 2X4 DOUBLE PLATE (TYP.) 2X/v P.T.(GONT.) 32 O.C. MAX OR SIMPSON S" CMU R-4.2 INSULATION O CU#5 CONT. HTG-4 32" O.G. MAX. OR NpR TRUSS I/2"X9" ANCHOR BOLTS 1X2 FURR STRIPS 1X2 P.T. FURRING STRIPS W/2" WASHERS. AT 32" O. C. MAX ALUM. WINDOW TEXTURED FINISH WOOD BASE " 0 0 1/2' DRYWALL SEE FLR./ELEV FOR DES. SILL S LINTEL BLOCK FILLED 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER O w =71�r FELT BARRIER Q 2X4(CONT.) ALUM. WINDOW FLOOR TRUSS Z f1L 611 X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL W/SIMPSON HTC-4 OR FIBER MESH 2X/v P.T.000NTJ 32" O.C. MAX. REINFORCEMENT PRE -CAST SILL CONC. SLAB OVER CLEAN, 1/2"X9" ANCHOR BOLTS COMPAGT,TERMITE TREATED W/2" WASHERS. AT 32' O. C. MAX IlIO (1)5 CONT. z (K SOIL OVER (o MIL VIS. VAPOR METAL LATH > w S" GMU BARRIER,W/&X& #10 WWM S" LINTEL BLOCK 1X2 FURR STRIPSoSB OR TEXTURED } � } 1,_4„ 2 #5 CONT. (FILLED) `v � m OU TEXTURED FINISH o o �� JUI/2" PLYWOOD FINISH WOOD BASE (TYP.) PRE -CAST LINTEL "' 1/2 DRYWALL W/ 151* FELT 3/4' T - 4 G PLYWOOD 2X4(CONT.) ALUM. WINDOW TO BE GLUED SEE FLR./ELEV FOR DES. T�f=. WALL 5EGTI0N O BILLuJOOD BASE (TYP.) 4 NAILED 2X� P.T.(CONTJ BLK- 1 = STORE 6 "X6' 010 W.W.M. PRE -CAST SILL _ 3 #5's CONT OR FIBER MESH CONC. SLAB 1/2'Xg" ANCHOR BOLTS REINFORCEMENT W/2' WASHERS. } Y } S" GMU (o MIL VIS AT 32" O. C. MAX VAPOR BARRIER TEXTURED FINISH ASPHALT SHINGLES OVER T)rP, WALL SECTION O � � � __ CMU'S / -_ TEXTURED #15 FELT ON 7/1�" O.S.B. 2"X4" BLOCKING Z Q FINISH SHEATHING OR 1/2' PLY FIRST TWO BAYS 2 - 5T O .�r ro "X6 " #10 W.W.M. TWO S T O 'r 4 - 0 O.C. MAX METAL DRIP EDGE aj— O OR FIBER MESH 2X4 SUES -BAND a J REINFORCEMENT CHASE GROVES,WAVERLEE WOODS ROOF FRAMING W/ CONNECTORS z FEILD STREAM } } (3) *S's CONT. 2X/o SUB -BAND � (SEE TRUSS PLAN) LAKE KEHOE,CYPRESS HEAD SEE TRUSS ENG. ROOF TRUSSES = O = O BAND D E TA I L ALOMA WOODS 24 O.C. DBL. TOP PLATE `V U m U WRAPPED/ALUM FINISHED FASCIA FOR PROPER CRIPPLE STUDS FIRST FLOOR BLOCK ENG. GABLE TRUSS BRACING R-19 INSULATION 2X4 SPF STIFFBACK AT SECOND FLOOR FRAME ALL UPRIGHTS OVER 4'-10" Am (SEE TRUSS ENG. FOR SIZE) DEADER (SEE PLANS) -1/S" TEXTURED FINISH OVER 15# FELT OVER PRE -FAB TRUSS -i/l(o" 0.5.5. SHEATHING in 1/2" DR"rWALL 4 TEXT. OR 1/2 PLY. 1/2' DRYWALL 4 TEXT. SF-4 32" O.G. a STUD 2X4 DBL. TOP PLATIE 2x4 P.T. PLATE W/ E-IDR. STUD(S)/JACK(S) r 1/2" pR`rWALL 1/2'X9" ANCHOR BOLTS o -�"" W/2" DIA. AT 32" O. C. 2X4 WOOD STUDS SECURE TRUSS TO 2X6 W/ LSTA 12 FULL LENGTH STUDCS)/ 2X4 CONT. STRESS lal�o" O.C. 1R 6 SAIL CONC. FILLED LINTEL STUD TO HDR. KING STUD(S) Sf -4 BLOCKING MID -WALL PLYWOOD TO TRUSS NAILING BLK. REINF. W11TH (1/*5 ROD TOP 4 BOTTOM) 3/4" T4G 5U5FLOOR 4" O. C. ,m EDGE GLUED 4 NAILED 6 O. C. IN FEILD S' GMU TEXTURED FINISH PLR. JST. SIZE SEE FRAME PLAN IX2 'P_T. FURRING STRIPS SHEATHING OVER 2X4's P1�E-FAB TRUSS R-4•.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" DRYWALL TEXT. 1/2" DRYWALL 4 TEXT. Ist PLR. STUD 2X4 DBL. TOP PLATE 5P-4 32" O.C. STUD—/ 2X4 DBL. TOP PLATE I/2' DRYWALL = _ _ =1 �- _ _ = — — _ _ =1 MSTA-3(o 32" O.C. 1/2" DRYWALL .. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 WOOD STUDS 2X4 CONT. STRESS WOOD BASE I I I I I I BLOCKING MID -WALL 2X4 CONT. STRESS I I I I BLOCKING MID -WALL I I I 2X4 PT. PLATE 2X4 PT. PLATE NAIL PER SCHEDULE/ SF-4 32" O.G. o STUD—� 1/2"X9" A.B. 32" O.C. BOLT PER FND. PLAN 5P-4 32" O.C. a) STUD 1/2"X9" A.B. 32" O.G. o I I I I I (WIDEN UPLIFT) e 6"Xi�o" #10 W.W.M. CONC. SLAB z CONC. SLABz = 0 o OR iFIBER MESH 3 ,S GOUT 4 4 61 REINFORCEMENT TYP EXTERIOR OPENING IN FRA�'RE 1,_8„ 2 *S's CONT. 411 4 ^ Zwz� 4 1 4 m }y}tu 2 #5 CONT. U 1'-4" r{1 T'rP. WALL SECTION INTERIOR BEARING WALL NOTE: FOR FLOOR SEARING WALLS DO NOT INSTALL CONNECTORS. INTERIOR BEARING WALL NOTE: FOR WALLS W/FLOOR LOAD ONLY — DO NOT INSTALL CONNECTORS. BLK. 1-5TOfR r (GABLE) MINIMUM WALL AND #DEADER SCUD R�U f RMN�S DATE: 12/5/01 SCALE: SHEET D 2 OF V: I 1000 U1='L Ir-T SIMPSOM MT5-12 W/I 106 TO TRUSS PRECAST HEADER w 3/4" FURRING STRIPS DBL. t01= 1=LAt1= AND (2)1/4" X 1 3/4" w- IX PT. NAILER TO BE SECURED L NAILS ACCEPTABLE) R } 1X PT. NAILER TO BE SECURED POURED LINTEL TAP CONS CONT (T-NAILS OR 4d CUT W/ TYP. FASTNE8" O.G. (T-NAILS OR 4d CUT # 2000 UFL IFT a 7/16" OSB SHEATHING m O w �z NAILS ACCEPTABLE) �� C2)SIMPSOM MTS-12 !_ul-- uZ 2X4 1� O.C. MAX. �u� ONE EA. SIDE OF TRUSS Pu w RE -ENGINEERED TRUSS 2X4 BLOCKS 0 Q (k fin- A TACHEDSTOAIX PT. W/OI 11//2" OPPOSITE SIDE OF BLOCK CMU WALL p 0 III STAPLES/ ad COMMONS ro" O.C. W/-I 10d TO TRUSS z _ SECURE 2X4 AND (2)1/4" X 1 3/4" ROUGH z 5 z 2X4 BLOCKS TAP CONS TO CONT OPENING To WOOD W112621 � POURED LINTEL UP TO 8'-m" 3/4" FURRING STRIPS -8 O.C. S�",4GGE1RED I� BEVELED IX2 TO BE SECURED LJ CONTINUOUS BONA BEAM W/ TYP. FASTNER a" O.C.1/2' GYPSUM BOARD S1=CURE 2X4 5-�- FLA-�-E (T-NAILS OR 4d CUT o TO BLK. Wad CUT NAIL OR TAP CONS NAILS ACCEPTABLE) v �ETYP. ASTNER g OcCURED 2 1/411 T-NAIL (all -all O C ARCN4WAY MIN. 2" COVER (T-NAILS OR 4d GUT NAILS ACCEPTABLE) 2" APART PRESCAST SILL PRECAST SILL a" CMU WALL 2X4 SOLID BLOCKING �`�USS ANCHOR [DTA f L =- fRTRCF f T SECURE TO SHEATHING W1 1/2 FLU WOOD 1„11N. 2 -Od FEF;� BLK. EA. END OfR -1/1&" O.S.B. F��ON� �f SIDE Vf UJ_ XTf 0 � �C��u� S" MIN. LESS THAN 10' REQUIRES NOTE: I NOSING GAUGE IX PT WINDOW 1/2' FOR DRYWALL RETURNS FINISH m LANDING 3/4' PLYWOOD F.F. a' CMU 1'X4' P.T. NAILER — — 3/4" PLYWOOD SIDES: 1/2' DRYWALL BEVELED 1X2 PT WINDOW BUCK W/EA CUT NAIL 1 3/5' TNAIL DBL 2X12 to EACH AVAILABLE JOINT.. CHUALK UNDER NAILING FIN ENTIRE — —1/2' DRYWALL PERIMETER BEFORE NAILING, NO a' CMU-- 2X12 TREAD LIGHT TO BE SEEN AROUND WINDOW. 1'x4" OF,1'X2' P.T. NAILER CUT TO FIT HEADER: FLOOR JOIST - BEVELED 1X2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ %Xl' PLATED SCREW IX4 P.T. TO BE SECURED DOOR CASING W/4d CUT NAIL OR 1 3/a' .r-NAIL IN EvERY FACTORY DRILLED INSTALLATION HOLE, W/4d CUT NAIL OR 13/5' T-NAIL IXa RISER 4' FROM END AND Iro' O.C.8'-Im" O.C. TYPICALLY 3 PER JAMB AND 2 PER HEADER NOTE: SHIM AS NEEDED DOOR JAMB TO PLUMB JAMB WK3) Ka SCREW OR ad NAIL 'jam � III /� jam' j� � �` j� � (5/8' EMBBEDMENT IN 1'X4' MIN.) HAND RAIL LUII LDOLU/S�D ATTACa4l I I �4 I IN �l E5L0C� LESS THAN 4' TYP 0 0 �J O O 3/4" PLYWOOD BETWEEN SPINDLES WITH 4 16m COMMONS NAILED '� FINISH a LANDING THRU 3/4' PLYWOOD = 3/4' PLYWOOD FF. NOTE: INTO EACH STRINGER z � I/2' DRYWALL DBL. 3/4' PLYWOOD STAIRS RISERS TO CONFORM DBL 2X(v - I" NOSING TYP. 12 Z TO SBCCI 1112-1112.1 1Xlm TRIM = 1' NOSING TYP. 3/16' MAX. VARIATION IN RISERS/TREADS Z ADJACENT TO EACH OTHER X 3/8' MAX. VARIATION IN ANY RISER/TREAD r . HANDRAIL CIRCULAR CROSS SECTION PIA. 36' MIN. FINISH TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY S T A 1fP,, W I N, D fR D T A f WINDERS- MIN. C6' WIDE m NARROW END MIN. 11" WIDTH m 12' FROM NARROW END STAIfR S C T I ON DETAILS 34' MIN. HANDRAIL HGT. LANDING [DETAIL IX2 P OP Box SP4 OR: DBL. TOP PLATE H-5 TOP PLATE TO STUDS 2'-0' ASV. Im'-O' LEVEL TO ROOF 21-5-1/21 _ 2X4 STUD - OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' — 1/16" OR 15/32' O.S.B. ' W/1/8" TEXTURED C' Iol_o = 2X4 SECURE TO 2X4 BLK W/2-12d FINISHED OVER _ SECURE T� BLK W/ META-16 GALVINIZED METAL — — — — — — — — — — — — — — _1 PAPER BACK LATH — — — — — — — PRE. ENG. TRUSS — 1X2 PT.TOP OF BOX F — — 2X4X4' SECURE TO TRU55 W/ 3-12d 2X4 5TUD5 FROM TRUSS m , 6'-a' O.C. MAX TYP. STUDS TO DBL. PLATES ABV. I DBL. TOP PLATE FRAMED CRICKET 1/lro' OR 15/32" O.S.B. 0) _ W/-I/8" TEXTURED SIMPSON H-5 (MIN.) FINISHED OVER m 2X4 TO TRUSS GALVINIZED METAL = PAPER BACK LATH `� 2x4 BLK SECURE THRU TRU55 W/3-12ds N PRE. ENG. TRUSS C H II� � i , � � $ � I � � PER ENG'D TRUSS 24' O.G. MAX I CRICKET SIMPSON H-5 (MIN.) 1'-oil 2X4 BTM. PLATE m 2X4 TO TIRUSS 2--0 I =0II EXTENSION � OFT SERVICE DfR. S CT I ON FL AN V I UU N.T.S. a y A •i DATE: 1 2 /r7 /01 SCALE: 1/4181'-®' SHEET D 3 Dg .. • Si ' .x•.+ • ... • ♦ ..� . .tv.�...♦--•.r.u..,w ..•..,.-•+.,.. �....•r....•e»•••-..r+ti•v.♦...x».... ♦ •...x.u,v..w..•...+.•,«...........•..-•,«.+..••.»..«+.....•«......•a.:•x.,x..a..-F.-.. 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NOW .1• 30 .... i .♦♦ .♦♦ •' . 44 ww ♦.♦ + * 19 .• .:•: Tow nano ar e, maxv** *ore mAn% tvmw Tta Asom arxvw fwa4me #m A*opaAwm v mt AWAAtA& it UWA M"a t H9AW"VA UMAM*rmrcr "ONSMLOAO&Mw "Ir """OrwAMPwwommvoa. .... WAIM Piles ROMOMMW of11i9i (W dot LOAb QArI W tUoo near v*ltext PMWQ*MANO t avtts + It 141' 1i w 34 • srATMVt LIMMAWVL k I . ;, ♦.. WNW. &APPUCAT" ... --» f ��7!// waagElM<ARv �larroh arsr 4 ::• • ... Mt.4" •os;oegtx MWOWOM• . f F PARA1VANALYSIS CWTINO�N R NO$-.NV/M-2i00.109S�`FM MT 8� 7r X SS SM46,"/AZWGf 9� p�UD wAM WS 'PMISV� %76 PW (OWOU), m0" rw H0Nv 13.5 P$F (WtQH CONM"TIONt In "Fww MR > 18.125 26.500 30.5007♦ v 20.000 $47.02 210.00 M55• i43♦64' i� 361375 311.43 175.513 141 M 108.31 44.000 31i.43 107.02 M76, - 99♦57 50-625 311.43 1GMI 'I26.10 92.43 50.000 311.43 100M 12Z-59 80.03 ' w 03.000 $1.1.43 1 ♦2•t 12Z4$ 85,08 • ♦ • �• , �!'C PO t♦.wM.M.r.�M ' The test spsa3men• *me mcrv�•t� to * (` test buck using AJ, • CC/(a t# 4m. *craw* ltsca►Cod a7 xcmc xt du oftown s 0i' V i�' �IGQ�i+dS �yilJ a 77' '•QlL 6w e't f e • MT1Et0- MM19 OUMM QU1eRE13 • ` 17 107 ' V • .YON NO. t :/ V k I I C 0 t i 4 1 r r"mt v vto- w TP) ra' n�aaon� av� S: I :�' ' -• tr�o� o4y h$Wft • twee fmm top of preset Of Op to OtatN;.w aim oPt ra Cpxe$aamxt /. ,r C. a Melnt�faolulw' rvaoA+nrr k� on o• baMehd) X 2 bt�olt step. ear '�•, "' ElJ5 . •- tit 0 do '�' 10 Crial k standotd♦ y TSST D�!►'�'E 2 3-:v " � , • `J v • ' «Awo►1► µ► 4` °' ' I* 0e HMV "0" ♦• �p` t ,• t9 ♦ , • .• ..gym < , (DiX tD ,tiiq r+a 4V reoftdm%mga�bafteocod�r- �� lAlt0tt8t � ,AMA ► tol-�,'"V� tbr,Ab9d t= end poi► (+�'W Cb%ride)'Q� M '''�►.2 .27 war � � � ra;6r. • ' Prioae� �lr axed t�leas Dom. ' . .. ' M peis O.yd 0.87" > tip arlterle►oib o � of ** 'fAAb�A aWD�-�. "SM16♦U Water a+adetwa QL0 arm") „30*m ► p u mt tot, s. NCT 210r10M Mot try No awy,• x Dow" wd" *v far Idwmtwy r6m& surd aompasad to the tmA Mpmimm at the time ot*b salpolt♦ ,A Otte 0)tested wets 4 b=6 Aft iced d=IM= p6btit,wkdow fiPAP is GNP MAM"s07"' �P9 �� � �,ciiono of tbs test � wip ba �� NtTI'� fior et pe�Od at'>� wide by 03- "biyhvv�redi. ' hefticod the wrac�t>slyd to t3tee weeee�etr0, ptw agavlenrlpgeal+ot►af8S3* 'v t 8.d► .g.8 • Uniftm iaod Stuck" (10 Pura "m roerodts obtaetaed 28-i�f8" b�. 'I1�t +►o coed 847/0" �e by $x-1I18"Ibi�►.• Frem� and sib Apra wara�a►� tlhe�'l�doe�a► ., p�'� ' . +4.00dt" o.�.i0" the dpavim�t t • ti 'Fire ib*d =**dn& w A wss O wtamd at e"jamb vvlth two'(* mrevm The saliva eeb was movable vita AD& NO* avid taeokla swam o w in em & a;At&Aiw U ►b ttno& An& aema t*gkb *weep look wean tMML A at eeaah end at 01e swt W& AM t O''0" ma*ting rail. One noW pivot bear w os tastataeed with arm scmw at amh and 4C** boffin*► rail. rA rWd vW mh clop teat , aaa ~at the top g'aaah r)@ab te%eatc, wad► of 40*k Smw oopA *wow *0004ndkw. Tles seoah M tabers wetei of **aver aopsd MU& socaiexit A 1%thti►e cedhtaaad+e Elvamahv+ aiittot'iarsinx#d;uftU 'Q )th1ekdramwd9bmwtitalbgtole back bed8 artd a assP' i PAOMM" X M,SdEN T of narlwe ' ICI : «.,,«•.M,., • ' � « � �• ' • ' .. ..,... .., . , «•. mow•,,... «.••..•..•.,r • • ' ' ��/.tu/ v! u�:r.v kdIVUU/V1�tl x«. « • ».`... », .. ..., x ...rJ 03/10/87 . Oit•lg , • , . u,c. •tut Jd.1 uul�t,, r��1. �.t►�ltW►fr,�,»....«.,.x:,..,,M.,•,..:.h...,..�....•x,..,.r,.,..�......�...w�... • ,....,�......,....• ...nxx. xx q'1 407 313 0574 t.'r.. '�.i�'A!!!>�Ya �Bl,voB/4 .... • ...., fie• • MIN • MW SIN �.,E NUt�G 'III lND�1 . �.... i jl t �0 AttTY witibow sy' r4*010A !:7(TRi�O�Rf , FLORIDA EXTRUDERS #4'iMMAT10NAi. IMC. caaoe�or ' . � FRAME ommom SIZES',,,,•,% �:.. ;' s .: , . � t . • . Mmawrt3w1000 3LR12S Sl aLe HUNQ R85CL 11aew11 EB, t t t i t •. .♦. 4 L:ffl 1 -1 EM, .... ••• 13 14 a 33 ... :: 4 14 W ?4 34 ... NOW .1• 30 .... i .♦♦ .♦♦ •' . 44 ww ♦.♦ + * 19 .• .:•: Tow nano ar e, maxv** *ore mAn% tvmw Tta Asom arxvw fwa4me #m A*opaAwm v mt AWAAtA& it UWA M"a t H9AW"VA UMAM*rmrcr "ONSMLOAO&Mw "Ir """OrwAMPwwommvoa. .... WAIM Piles ROMOMMW of11i9i (W dot LOAb QArI W tUoo near v*ltext PMWQ*MANO t avtts + It 141' 1i w 34 • srATMVt LIMMAWVL k I . ;, ♦.. WNW. &APPUCAT" ... --» f ��7!// waagElM<ARv �larroh arsr 4 ::• • ... Mt.4" •os;oegtx MWOWOM• . f F PARA1VANALYSIS CWTINO�N R NO$-.NV/M-2i00.109S�`FM MT 8� 7r X SS SM46,"/AZWGf 9� p�UD wAM WS 'PMISV� %76 PW (OWOU), m0" rw H0Nv 13.5 P$F (WtQH CONM"TIONt In "Fww MR > 18.125 26.500 30.5007♦ v 20.000 $47.02 210.00 M55• i43♦64' i� 361375 311.43 175.513 141 M 108.31 44.000 31i.43 107.02 M76, - 99♦57 50-625 311.43 1GMI 'I26.10 92.43 50.000 311.43 100M 12Z-59 80.03 ' w 03.000 $1.1.43 1 ♦2•t 12Z4$ 85,08 • ♦ • �• , �!'C PO t♦.wM.M.r.�M ' The test spsa3men• *me mcrv�•t� to * (` test buck using AJ, • CC/(a t# 4m. *craw* ltsca►Cod a7 xcmc xt du oftown s 0i' V i�' �IGQ�i+dS �yilJ a 77' '•QlL 6w e't f e • MT1Et0- MM19 OUMM QU1eRE13 • ` 17 107 ' V • .YON NO. t :/ V k I I C 0 t i 4 1 r r"mt v vto- w TP) ra' n�aaon� av� S: I :�' ' -• tr�o� o4y h$Wft • twee fmm top of preset Of Op to OtatN;.w aim oPt ra Cpxe$aamxt /. ,r C. a Melnt�faolulw' rvaoA+nrr k� on o• baMehd) X 2 bt�olt step. ear '�•, "' ElJ5 . •- tit 0 do '�' 10 Crial k standotd♦ y TSST D�!►'�'E 2 3-:v " � , • `J v • ' «Awo►1► µ► 4` °' ' I* 0e HMV "0" ♦• �p` t ,• t9 ♦ , • .• ..gym ma*ting rail. One noW pivot bear w os tastataeed with arm scmw at amh and 4C** boffin*► rail. rA rWd vW mh clop teat , aaa ~at the top g'aaah r)@ab te%eatc, wad► of 40*k Smw oopA *wow *0004ndkw. Tles seoah M tabers wetei of **aver aopsd MU& socaiexit A 1%thti►e cedhtaaad+e Elvamahv+ aiittot'iarsinx#d;uftU 'Q )th1ekdramwd9bmwtitalbgtole back bed8 artd a assP' i PAOMM" X M,SdEN T of narlwe ' ICI : «.,,«•.M,., • ' � « � �• ' • ' .. ..,... .., . , «•. mow•,,... «.••..•..•.,r • • ' ' ��/.tu/ v! u�:r.v kdIVUU/V1�tl x«. « • ».`... », .. ..., x ...rJ 03/10/87 . Oit•lg , • , . u,c. •tut Jd.1 uul�t,, r��1. �.t►�ltW►fr,�,»....«.,.x:,..,,M.,•,..:.h...,..�....•x,..,.r,.,..�......�...w�... • ,....,�......,....• ...nxx. xx q'1 407 313 0574 t.'r.. '�.i�'A!!!>�Ya �Bl,voB/4 .... • ...., fie• • MIN • MW SIN �.,E NUt�G 'III lND�1 . �.... i jl t �0 AttTY witibow sy' r4*010A !:7(TRi�O�Rf , FLORIDA EXTRUDERS #4'iMMAT10NAi. IMC. caaoe�or ' . � FRAME ommom SIZES',,,,•,% �:.. ;' s .: , . � t . • . Mmawrt3w1000 3LR12S Sl aLe HUNQ R85CL 11aew11 EB, t t t i t •. .♦. 4 L:ffl 1 -1 EM, .... ••• 13 14 a 33 ... :: 4 14 W ?4 34 ... NOW .1• 30 .... i .♦♦ .♦♦ •' . 44 ww ♦.♦ + * 19 .• .:•: Tow nano ar e, maxv** *ore mAn% tvmw Tta Asom arxvw fwa4me #m A*opaAwm v mt AWAAtA& it UWA M"a t H9AW"VA UMAM*rmrcr "ONSMLOAO&Mw "Ir """OrwAMPwwommvoa. .... WAIM Piles ROMOMMW of11i9i (W dot LOAb QArI W tUoo near v*ltext PMWQ*MANO t avtts + It 141' 1i w 34 • srATMVt LIMMAWVL k I . ;, ♦.. WNW. &APPUCAT" ... --» f ��7!// waagElM<ARv �larroh arsr 4 ::• • ... Mt.4" •os;oegtx MWOWOM• . f F PARA1VANALYSIS CWTINO�N R NO$-.NV/M-2i00.109S�`FM MT 8� 7r X SS SM46,"/AZWGf 9� p�UD wAM WS 'PMISV� %76 PW (OWOU), m0" rw H0Nv 13.5 P$F (WtQH CONM"TIONt In "Fww MR > 18.125 26.500 30.5007♦ v 20.000 $47.02 210.00 M55• i43♦64' i� 361375 311.43 175.513 141 M 108.31 44.000 31i.43 107.02 M76, - 99♦57 50-625 311.43 1GMI 'I26.10 92.43 50.000 311.43 100M 12Z-59 80.03 ' w 03.000 $1.1.43 1 ♦2•t 12Z4$ 85,08 • ♦ • �• , �!'C PO t♦.wM.M.r.�M ' The test spsa3men• *me mcrv�•t� to * (` test buck using AJ, • CC/(a t# 4m. *craw* ltsca►Cod a7 xcmc xt du oftown s 0i' V i�' �IGQ�i+dS �yilJ a 77' '•QlL 6w e't f e • MT1Et0- MM19 OUMM QU1eRE13 • ` 17 107 ' V • .YON NO. t :/ V k I I C 0 t i 4 1 r r"mt v vto- w TP) ra' n�aaon� av� S: I :�' ' -• tr�o� o4y h$Wft • twee fmm top of preset Of Op to OtatN;.w aim oPt ra Cpxe$aamxt /. ,r C. a Melnt�faolulw' rvaoA+nrr k� on o• baMehd) X 2 bt�olt step. ear '�•, "' ElJ5 . •- tit 0 do '�' 10 Crial k standotd♦ y TSST D�!►'�'E 2 3-:v " � , • `J v • ' «Awo►1► µ► 4` °' ' I* 0e HMV "0" ♦• �p` t ,• t9 ♦ , • .• ..gym • ♦ • �• , �!'C PO t♦.wM.M.r.�M ' The test spsa3men• *me mcrv�•t� to * (` test buck using AJ, • CC/(a t# 4m. *craw* ltsca►Cod a7 xcmc xt du oftown s 0i' V i�' �IGQ�i+dS �yilJ a 77' '•QlL 6w e't f e • MT1Et0- MM19 OUMM QU1eRE13 • ` 17 107 ' V • .YON NO. t :/ V k I I C 0 t i 4 1 r r"mt v vto- w TP) ra' n�aaon� av� S: I :�' ' -• tr�o� o4y h$Wft • twee fmm top of preset Of Op to OtatN;.w aim oPt ra Cpxe$aamxt /. ,r C. a Melnt�faolulw' rvaoA+nrr k� on o• baMehd) X 2 bt�olt step. ear '�•, "' ElJ5 . •- tit 0 do '�' 10 Crial k standotd♦ y TSST D�!►'�'E 2 3-:v " � , • `J v • ' «Awo►1► µ► 4` °' ' I* 0e HMV "0" ♦• �p` t ,• t9 ♦ , • .• ..gym _ ....«.n., .,. r.:,wwt.. «.• .,r.. «..,.,......,..«... 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(M0) ' 201356• FAX Hto7j 20M . mm one q) woo bob mwabt ww x r wA supiefut a Pkdk weep ower wo kdw 8►t sr 0~ x �snsw , tot ter NC ,210•xsw4fcteorei m*ud ` ' "made' &+ooa►""Aottiu �aat�rioa 4w a M ww n"Manciag � was loud at r and ii" AaOaoo► e�oah eeadaf airs oe9a�are lltaQt. {� ° ' `' r *'rssw wiQL and without h umt screw ' ♦ t V boo pub"d aluminum . APO NOs N'C'�io-i8� � �c q� e� m� tbs �rfox�a�uaas a�r�a 1�eww� ati0t0 of � A�+1'SXiA�A, �OX�8• � .: . . TOM DAM OS•" MATS .Ailgame car"" wears stMWw&h a410MR41eeLmt. �� b►Alt 96Ott - xe�o�ds smd fi4 the tee at ti�iee An i SON" iag 8d' w�bds by ~ biph was t>DEm�tte�read tt►ps' >�ttiled d w�ur+e availsblo� � � atom wilt • R Afix4N A1�a 03 Up aoa�dryot wt mY3aa► Now logs. � eK+ "U Hawke 0d �ila�detss Snook doth with a of this. 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' , • 4 ' The Gnarl lithe was glazed to tho f4ma mombeM pto+►Mag aviewingam of$7• ' wWo by 67.1Jr 2♦8vdbadroae &015 0.25V��• BSSy♦8 • high. trauma and � mombop were A" 69 matey h rakm, f hae o f too -We snap logic watt :�Z.6 pee[ QAui A.81f8" f lowt�d ati 33-Its' each oad v�t�w iatarimr mae�ng T� keys w�ca s�o�+cudsd a�a�o the ... :*„�S.,,AA.g 'lr+e� ( � a�ctas dox UREAd meeting et tools pot O=& A xwd vhayi "P was ia�od wuh two (& sc raws at wh . grad of the: #"* pod top ftdl♦ ono to" v4Wp h� wo ►tat at aaab end of" � (7:$% QQ.080�y � low. Wave p»aat bowun TAIL '1'ha 1'Ir MO W444 to *wow upland oomor �Uo». '1%0 !'octal � lid : �l.0 . � i0� • � • � � � � ' " pagelat *wo oCdoublo saw amerotlgi�lis�►tl. The 0*0 van* ware oftlouw snow doped aooc w consoocdoa. tie fixed teasing wags f egad to tb* head and silt at add 404 dtuoab Spa 8�d9K► A < 10t�3t► 88•yr eater jrab with two (2) taws. - �eetin$ 5ti� +6.8li► e�oari � iQG3G ' uo o was macaw w* the wood treat bunk udag tea (IQ� ps x ri 'e'�.8 * Y�'tttror Rttittlanse • (5. � '�i 'WTP 9.8b pelf 1� B txyr No Utxy '" y hand wowo, 4 , d ndvea panah sA4 f xqd panels wateriatariw gloved m sar elw anaeatted 8.4.I Unibaft UMAStatc!e Unt gl:ws with an adheedvo silicone and a 4a vinyl gl ued• 7b.Op��c6�oac �II30 0.26�' ' T '1b.OpafYurDeortor O�t$4 r • ' ft of*our 4n �reatheirtwv t4.I9th' h wfto �ocaad at 6et�np `• ��` �► > > 4 SingU afp ems' ? 8T CO E�'� On-I60-�i rails ,bola rails and oa erotbis wed tRl' waa� loathed at wh jag b atylvo *YA g rA , � 'pRpA�S�NAtS/b itfESC,�fCEtNrl�ESYINB � '' •, � .. . � ' `�'� • . ".. 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Doabte of lia► ,�� (0Aw } w► a MocaUd at eaab ps�ei raft. A poop& chat AV meamai a 16W x�� XW b1A w" locaW 4t the mW 41=mb Site (?0 3 $AS (o�xaM MAW) • � 10 % < toa% undAuc aa►ah � .. ISi$AT10NA►; 08.88-88 Q vwsep no►:a>�aaueaaicita� �•3 l �ad�t waedslosiad sit eaab� mad of eaah sill virticai roii� $ ; ' Top ( 4.096 {aa� i � t 1 • - ova. (00 00% (04") <low Not ftati" cam vv ` Odle t�o� g StUt (row 1 1.496 2.7% (off (0417") < aieft., < 10090 plotma dears Yntaeaenatioacte Txx�c crated gr" A ,A small" t was isd to the jmmmb dlt coamra. • . 2w.Tew,6# Low,dwm 3au64 Phi 32771-1600 figs Two . . Flaerlda dery �tio�aal Tuaar�q�catt�sM,adel'�1808i�';gliu�ugopt � of ty" CO r Top araBiN3IR OQ�'11WR2 aced tv7o aa. BotMont $,$ � x single •oaa<+awo►. �.'bte lief t e�oa�laysd a plu>�ar tiype pet► • . k w1 al ahmi tba the » * Wsim !smWwm &0 GPM" 7,54 �f ! No r No ►' • 7Dw. (7� " 0) tSO4M), T aoao •r eareen a baua+al�► 4aa ►h• l P a) ",e+v*Uar want %aatad at sash s>wd ' .A1�T8i/� b► x61-as. for.Almofw= sad 1'** ('f�a�►t °sash bs>+l�ooan acs�iil. 8.4,E �Jn3f�tl'rottd Sbt�ar*buac�i ��Ea�eearlor ' b�io>ride} � Parhas��i� d Sl#di>a�g Qlawis ( t • 40* ' 0" 0' a Pu 0 ,� 4$A pef 0" 0" 0" " , • The =*te tarter wu a, thane Pane} Aftc ghat d+oa�r . CtUo'L8'1'�Ds 04 15'0" wide by 8'0,S/4" "ft* 1. The rre end irt peel >at"=" V&3ff wills by 711-3X btgb;• . " ' � the �al�r sat'►v+e paael>ac� 5'a•�"` wvida•by?'l.�X,/4"high the>d $medPmetas�w�ted.0'a�j3"wYda wh ad aMt meest erree. , by 7'1Y-•114"]digit. Fia�ae a�ad Fennel n� we�ce Doi tihesa�l r bro1 . ' d peael wes to ft2.2.8.5.3. p►�sx►at�i ► 'o�roe 'ems npe a �ha oft rntaaae 0tff4& 1#%_d d(SO& IB . 4MO A MIAA Jamb wft ft" 2" tan *Iwmlu%mat )retainers ft& hwftoed to the jamb stile w ft a =rew♦ iftmimm retuning au& meamviw r x 1" x we x sAr tu* a* each do" h omitTo Opm 4# lam► ' d rmare �e far raaa�cds �� la�watary Dad cmpg> a to the tee ab thwr ottitts Ica waitb a sin a smrsw iota thhe s#11. U>oe pl a , wan hot"" to the left a�nr Doak in "duct 40 �q� repvact:.�eo�►of ihts repoxt ato> ►gwith reparese�tllr►e Mane of tie fast w%�t the kssper fastoaaisd to the lefty on a� jusble nmeial siaaigls rollaac amm* w > st s1�w►Yitlae arelauadbJrNO1 eaaat oPthe a i►e ltott�a►m acrt st. The ihwi wm of da'�abte cq*d oo=wc tpp" us Air � Ladr a period of fawr �� yea�as. The atwrultec obtalCtad app�►• oaaJsy to ihhe at�eelmeu , cnrne�rs vrors of double so�rew ov�rlappiuo8'coped coy sku ct%m- Pad bofta xaad 49c of 0.$7 pd ( 0." «. ...._ ' single on" wanes• ao�oau. The * mm was m�oaamfad to 6* tw tbu *Ud0g8 a 1.57 � 06n c x�r 0" CIFI ` N tb2}.t 8x,1") flathead unwa. ' • . ` ' _t wnel glazed g8tlth'thiak '' S'0o pNt l+To AYo icy► ° • bAad. �cada�eargb�wi�ha�' • • . g.1.,a • �I�io3ibaaniaoad �btnatuncaf � •, , . • 8t1.0 pd'�ar�r .` 0.1,�' O y� ,. ' Ff10f1lpS1DNALS ll�f t�SC![MCy4f l7ES�18 • • . •..,,...,........«.......�.�...,...,r~..,,. ........,�•.,...,, ..M. .,•,. ..: ,•.•. c».....•..•,,,-..,,........♦�._,.......»,...,•v.�.s.......♦.,.,..........w...K.aca.._....»..• . t.,,...... .x.•�.. •..r ..x,..•r .,♦._«M,._...., .....rr_.... ..,• ,w...•.,».••.....: ....♦•a.... •. _ I«.n•w.,,,....•..•,.....»w.«.»•.w,..»..•..,,•..�.«..,....,....�.• ' '. A�.-�FAR94�E! 1 9 PlIui tv�t►I Mo. .� ,sv. .sad stye = - . ,..«.ter,. .«.....»..... ., .. ...,... »•., . .. »« .�-.•.w ....... •«« �....,. ».« w. » . • ». ,..• • • ... �i.ii: J3ri♦ii aiis�a iv q6t V.�O/ V1.�1 • • .+:�, } + �+ SER .1000 , Si tDxNts ctt �oc►RMo o QQ F/►Rl►7 SaING CLASS ®ooR ,. TYPICAL BLOCK WINDOWINSTALLATION a ,k:,�. "sacs": sr f4oRow �xYssoEsf AXAL7Y� `. AAM0XXC=-2l0-1eft- 1 S ( AtM A. 1 X 2 BEVELED BUCKSTRIPS SMALL BE-PLACED•APPROXIMATELX 31/4" Tar "► tw x96-•1kw y FROM OUTSIDE,OP WALL OR BY -FOLLOWING LIP OF SILL. , =LOOS u 440 -4PV � W 493/4' 61 3/4"• 73 3/4' 973/,V 121 3/4STAZ+iDA SLLZ7JOk'{1KG"-$i0->-�1) , W `w 7V w 12r aaaNa : NONE . . :..• . Ii • rem"" "'`� ♦. 7+� .:: era a 100wt t P 3-�14' ` ox xo * xx oft-w a u tJK- a xx m is xx, .09"X0 4 apt .O* 110.7/4r ,146 7/t. 183 7* • sac .o yea X1W .:. ..: ; .:♦ 3/0 78A 108 1/6' 140 1/* 101•.1/V 410 ... ' ' .4 7 r►'SAM' leiL-JL3a-I IN a its •.; •Q 'M.g 0X4 1no ONO ' 1!li0A0 ma . g , -•- --�+�» 121 3/ * 146 3/f 193 4/01 600 ♦ .M 6�.� ��. � d •. ♦�it..R iTr ♦s..♦♦....•♦...�i`i=♦ ♦ •. •+.♦+•♦1♦...�i71♦ 8 ♦ ♦1♦♦ 40 • , a - - • ' �' 50.0 . ado' 'i'"� '� wo .... .o • ;.�;. +4Y .9 4 .8 .... 1�d8 AxXO 10 OW 1S6 cm 08 4/0 4a«4 -�--�- 1Eig 3/8�' 14t 3/!I' 140 3/d' ............. ....... . • ; .. 1Q6 a/+� 1� a/tr t�►a a/8' • tee: •, .. .; U •,,,, t� •>4ioc • t2oea scat t xwt I& 161" & yr► `_�rp. ��.�..y►:::• ::::::: .a� j .:::. 123$ 0+W♦ 81M AVB. s:::: 11T //�' • 141 1/4' 196 1/4' 51 JSVuW r1uFS SHALL BE SECURER 'rO MASONRY WALL USINIC COIL NAILS LEAST 13/8" IN LENGTH AND. SHALL, HAVE A MINK M SPACING OF 16".' C: INSIDE FLANGE OF WINDOWS -SHALL HAVE A CONTINUOUS BEAD OF •CAULK AROUND PERIMETER OF WINDOW. ' D♦ ' WINDOW SHALL BE PLUMB AND SQUARE IN OPENING WITH MINOR •ADJUSTENTS MADE TO COMPENSATE FAR REVEAL. E. WINDOWS SHALL BE FASTENED TO SUCKSTRIPS USING # 8 X t" � SCREWS, FILLING IN ALL PRE DRILLED HOLES MADE BY WINDOW ' MANUFAmm F. ALL WINDOWS SHALL HAVE A CONTINUOU$ BEAD OF CAULK APPLIED TO ♦ 'THE HX'TMUOR PERIN MR OF OP"G: ` SLMING GLASS DOOR TMIRTALTATTAN A. . I X S BEVELED BUCKSTRIPS SHALL; ICE FASTENED TO BLOCK WALL USING TWO COIL NAILS AT LEAST 13/9" IN LENGHT AND SHALL HAVE A � MINIMUM SPACING Or, AT. LEAST 16". .8. WHEN APPLICA•BL/E SHIMS SHALL BE USED ON SIDES AND #IEADER, t-1 0 ' BETWEEN THE FRAML AND BUCKSTRIP AT EACH OF TIC PRN DRXLLD HOLES. Er-4 C. FRAMES. SMALL BE FASTENED TO BUCKS USING #8'X 1 1/4" SCREWS AT EACH PRE DRILLED HOLE• • , D. r, ALL SLIDING GLASS DOORS SHALT. BE IN SAND MIX (MUDDED IN) UNLESS PRECAST SILL. IS USED., WH= SILLS MAY BE•CAULKW. F. ALL PRE DRILLED HOLES IN SOD BOTTOM SILL SHALL BE SECURED To THE SLAB USING (3116 X 1 1/4.) TAPCONS.. ac.t#1. 1/44 V lo I've )Gtlpt 1 2Xldt ,♦. • r 5 ham► opm aeo�r tot' 3 4' Pf i' of bobs tra�r�s jQet�bs asd tiwe head `" '�� 62 0 HAXIiIN DRIVE�'° ✓ E3 �?P'' a bow" 1 X 6 bu* A* ear $ufi E MAtIM L , ,,�.. ft. � mW head. Y � �a� r - Movo the to the frame jambs when rsvws%o the hand of tho door e! QRi AN04, fit. 32 • eat, , • TM a 7M TN is � �• ♦ QuALITY WIMOOWS ,BY I:LORtOA tX7R wits 0 ALI'T.Y WINoOWs RY I'L4RI,OA EXtRUGHRS Q ALY WINDOWS 8Y FLGR.iOA EXTRUDERS SERIES 1000 . - SERIES 1000 SERIES 1000 f . ' HORIZONTAL ROLLER WINDOW SINGLE HUNG WINDOW SLIDING GLASS DOOR e RATED' 030 (30 'PSF DESIGN PRESSURE) WITH' ' APPROVED FORCED ' ENTRY - o RATED.AT R45 (45 PSF. DESIGN ON . = 162.38 MPH; 23X GREATER • � .4 3/4" FRAME DEPTH ON 2 TRACK DOORS' � � RATEo, AT R4� (4s PSF DESIGN PRESSURE = •t sz.3s MPH; 23� GREATER -WITH DOUBLE SWEEP LOOKS • 6 3/16", FRAME DEPTH FOR 3 TRACK DOORS; 6 13/11 Or FO9 4 TRACK.- DOORS, 'CHAN "30� RATED, WINDOWS) THAN "30" RATSa iWINDOWS) STANDARD • ' AVAILABLE 04 R55• (53 PSI; ,•4ESIGN 'PRESSURE 119.52 MPH); STANDARo • ' UNIQUE 1/2" FRONT' FLANGE FRAME DESIGN WITH, SNAP --OFF• FLANGE FEATURE ` AVAILABLE IN R85 (55 PSF DESIGN PRESSURE = t 79.52 MPH) WITH DOUBLE SNAP LOCKS AT SILL ' FOR IMPROVED INSTALLATION IN 80TH "SONRY ANC ♦ FRAME ! CONSTRUCTION ♦ INTERIOR GLAZED FOR INCREASED PERFORMANCE; NO TENDENCY FOR BEAD* ♦ INTERIOR GLAZED FOR INCREASED PERFORMANCE; NO TENDENCY FOR BEAD w AVAILABLE IN 2, 3 AND 4 TRACKS AS •WEL,L. , AS POCKET UNITS PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZER WINDOWS ' # ♦ 1 ?/8" • Ile' FRONT FLANGE'FOR MASONRY coNSTRUCTIONO PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS o PANELS , HAVE UNIQUE DEEP DOUBLE ,INTERLOCKS FOIE STRENGTH AND FRAME pEPiH o FRAME DEPTH 1 7/0% 1 /2" • F.RONT FLANGE FOR. MASONRY CONSTRUCTION; REVERSIOILIM DESIGN: REQUIRES. NO. ' NOTCHING :. , 1. 1 /8" INTEGRAL NAILING FINS WITI4 3/4' SETBACK ON FRAME CONSTRUCTION I /8" INTEGRAL NAILING FINS WITH S/r SETBACK ON FRAM& CONSTRUCTION ' _ , , • A HIGH GRADE 'BOX .SCREEN WITH STEEL ROL: RS AND DIE 'CAST RECESSED ♦ FULLY 1NTERl.00KING FIXED RAIL AN+D MEETING RAIL ARE HOLLOW AND HAVE. • • FULLY INTERLOCKING FIXED RAIL AND MEETING RAIL. ARE HOLLOW AND HAVE. _ 3 DOUBLE. SCREW BOSSES FOR REDUCED .TWIST .AND MAXIMUM STRENGTH LOCKSET . IS A. STANOARO FEATURE DOUBLE- SCREW BOSSES FOR REDUCED ' TWIST AND MAXIMUM STRENGTH I �► DEEPER GLASS POCKETS • FOR IMPROVED ADHESION OF RAILS .TO, THE GLASS I, +► MEETING RAIL IS CENTERED, NOT OFFSET, DUE T,0 SAME SIZE JAMBS DOUBLE LIFT RAIL STANDARD IN. ALL PRODUCTS. FOR •EASE OF OPERATION I e I � f �" EXTERIOR Still Ia STANDARD- oi%TivNs ARE iNTE�tOR FLUSH! SILL "WHICH RESL'L.TS IN SUPERIOR APPEAR�iiiv^E AND UNIFORM APPEARANCE (2 AND 3 TRACK ONLY), 2 5/r AND 4 5/i' "ADD ON" ' .RISERS _ • DOUBt.E PULL RAIL STANDARD IN ALL PRooucTs FOR EASE' •oF OPERATION ♦ DOUBLE SWEEP LOCKS STANDARD I e • RECESSED •DIE CAST, LOCKING HARDWARE ; AND UNIFORM APPEARANCE j •. DOUBLE SWEEP LOCKS STANDARD' ♦ REMOVABLE SASH WITH BLOCK AND TACKLE BALANCES . OPTIONAL WOOD PULL 'FOR EASE OF OPERATION AVAILABLE FOR STANDARD « ' • CONTINUOUS INTEGRAL FIN FOR NO OPEN ' CORNERS HARDWARE � ' ' • REMOVABLE SASH WITH BRASS' ROLLERS- STANDARD IN. CUSTOMIZED HOUSING' o DSB GLASS STANDARD; OPTIONS ARE 3/16, . INSUL.ATEa, TINTED, AND -LOW E • 3/1 #' TEMPERED GLASS STTANDARD; OPTIONS ARE. $IV* •INStLATED, TINTED, • UNIQUE "TANK . TYPE" WEEP SYSTEM ALLOWS WATER TO FLOW OUT OF,THE {INSULATED ONLY} AND LOWRIGID PVC MUN--E (INSULATED' ONLY) INTERNAL SILL WITHOUT BUILDING UP IN THE TRACK• y o DOUBLE' APPUEQ, UV PROTECTED TIN • ' ♦ INSULATED DOORS AVAILABLE WITH • CONTOURED' -MUNTINS • .,CONTINUOUS INTEGRAL FIN FOR NO OPEN CORNERS.- ♦ ti DSB GLASS STANDARD; OPTIONS ARE 3/16; INSULATED..TINTED,, AND LOW E o INSULATED WINDOWS AVAILABLE WITH INTERNAL ;:CONTOURED MUNTINS � • AVAILABLE TO 'BE MANUFACTURED IN CUSTOM SIZES AND COUNTER' TOP UNITS , o ALSO AVAILABLE IN -RADIUS HEAD AND PASS—TH:RU CONFIGURATIONS • Fixto PANELS INCLUDE -SINGLE ROLLERS ALLOWING 'FOR PANEL. ADJUSTMENT (INSULATED 'ONLY1 ♦ MAKES ' USE OF 2000 . WEATHERSTRIPPING, GLAZING BEAD SAND GLASS -SIZES AT- THE ' JOB SITE _ • DOUBLE APPLIED, UV PROTECTED RIGID PVC .MUNTIN TO ELIMINATE, DUPLICATE INVENTORY o OPTIONAL MORTISE ANDSECONDARY LOOKS FOR ENHANCED SECURITY o INSUt.ATEO WINDOWS AVAILABLE 'WITH INTERNAL'. CONTOURED MUNTINS ' o ALL PRODUCTS COMPLETELY PLASTIC STRETCHEDt WRAPPED TO ASSURE AVAILABLE WITH A STAINLESS STEEL OPTION. p ♦ MAKES USE OF 2000 WEATHERSTRIPPING AND GLAZING BEAD TO ELIMINATE MAXIMUM PROTECTION,• AND TO MAINTAIN THE FACTORY FN4ljH ALL THE WAY 0 ALL PANELS COMPLETELY PLASTIC STRETCH WRAPPED TO ASSURE MAXIMUM � � DUPLICATE INVENTORY TO THE JOB SITE ' . •. PROTECTED AND TO MAINTAIN THE ,FACTORY 'I S AU: 'THE WAY • ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPED �O ASSURE N NI N A ' "•;,® DURABLE POWDER COATED FINISH .UNSURPASSED TO THE JOB SITE � �f` : • MAXIMUM PROTECTION AND TO MAINTAIN THE FACTORY FINISH IN APPEARANCE♦ DURABLE ,POWI?ER COATED FINISH .UNSURPASSED ALL.. THE WAY. TO THE -JOB SITE Ie'rlya � IN •APPEARANCE � � a r t � �yf DURABLE POWDER COATED FINISH LINSURP,ASSED•ear't .. - ` L it�t APPEARANCE L G 'o • ' ... n• »... . a a ..»..m..• . ♦«•awu♦« .•♦•♦.,,,.,„••,rwvw♦ww,.w,«n,» ♦ • i .. . • . .. ♦ . «»w.ww •u•.,. ,. ... t�.i.•rw... ei ,.r.w♦.,w.»..•w...•• i 27 '..+•.wr....,w,....w,«,..n.»„•..-».» ♦ ,«. .. «,.«• ,. • 71.,. ..Ir. •iw•r♦ .»u•' • •ow.•Isv•u,•«. �y.y.,yy.,,y=.M.vV►�+w»• • VVWiwMWN•p.YW+Pi :"�•�YYI•v.YM .•♦« • ems. sis asp. ae��� • .. ' . :fly' a AIR •;• FA APXJWW ex I11091t1 �%X401406tlO o., . tt i y � • ' : ."". QUALITY WiN00Ws sY FLORIDA EXTRUDERS , .Llama SERIES 1,000 -» P113S►AD"" �Y � 7A �� unnrt Mnc.;"NTM r�jra�ar�j�� rxY r., rrtar,�r�,•rzr FIXED LITE E D G.: a i VR N ttsl t�► K aa� 6676� aDo* tz-t.yIP �t nolmom Dina • RATED RSO, 060; C70 (DESIGN PRESSURES OF S0; 60, & TOj o UNIQUE INTERIOR SNAP —IN VINYL COLOR 'MATCHED BEAD CONCEALS THE'�ov" 00w 1t•"xao-� tr' ri a'C x /yam.. �},,. :P eta 1�*'ss staat caDoo�r the Y WS ~, Vipii�R �`A 1 iAli MWa 26 ` v� iNiHh T iMi�A � 01"n ft i i,W X wt� VONF C��A ti/w X0' b , 'INSTALLATION SCRE • ' SE PERFORMANCE NO TENDENCY FOR BEAD •,• ' ' �tkan�adat�oo�.A►neI•a�tt��' a�ad�0,j�16�t �rNoo� ♦ INTERIOR GLAZED FOR INCREASED �, 7Chetd�lit•a�ll>p'tldcicodut►' . ri�sip�a♦ Iles door �aRf � of ad fit♦ (0.Ot7"� steel sict�>Ulod si►ith siEtd;lal�nuroth�t ibatn. Tha R s�td PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS tiZd*ps*atdft Pise*Wd.ajxtftw +awoA *m*wvm ;' o a�81a• t'�,Ryesdf1�31' xd�•3!a"I ta�iwcrs _ ; ♦ FRAME .DEPTH OF 1 7/8"; FRONT • FLANGE -FOR ,MASONRY CONSTRUCTION, 1 1/�' .ra�r.. ' INTEGRAL 'NAILING FINS WITH '3/4" SETBACK FOO FRAME CONSTRUCTION P. , � • . "'� D its ao�ifedh+asy tat ropvrts fa 04 tit ML 210418804,50 saw to booty, Ri =4 R by Pofj►, pjL ♦ .NOL.LOW 'HORIZONTAL MULE. FOR' SUPERIOR PERFORMANCE w S SIGHT LINES AWN WITH DESIGNERS MULLED ABOWE ORERABLE GLASS AirWftsd*0 Lff pf� 'P!►r'b0lj 1 Taft TortLttd Aid r AVAILABLE WITH INSULATED GLASS, WITH INTERNAL CONTOURED MUNTIt�S YFstartiabe atparPA•20Z)Y v Y •1 19'�paf /1tr�LVVO(AS1MW83perPAZ42) d pied a8 >pet ddRpsf td radsirmaaPM?A2jringonty 2.8Ep' 1P.1 U rr So*ALrPra tpairc' b" oi' W&?A•2ttt1 btto.8paf 67.ape1? Oftwb% • DSB CLEAR GLASS STANDARD (REFER .TO SIZE - CHART);' OPTIONS ARE uwMt 40*p1 il+ac*""orsw&p&=) �ipoftv 10"ve '67•Q1e. t &MkAkhoi e4w 33C9of$ft&PA•202) POW" 114.OW 76.0pay FoBa�iyt136d.PA2ollpimd TEMPERED, INSULATED, SOLAR COAL, ' C.OW--E CINSULATEO 'ONLY, AND v aA3rhira uirta� ofS1�`BC&PA•+102> N%W" 114.4pef y6.0psf R Larpt .Iwp ar PA400 i Por+otd 8 j► diet t2 * M psc * PA-M) papd . S THICKNESS 3 18 © Ile) .a a r b"INW. �.upar � I) SIZE ©ETERMINES GLASS { % / ) a TINTE �, o a►r�a �ra�as� . POW" Water �6•o �r 1� o IDOUBL.E APPLIED, UV PROTECTED RIGID- •PVC • MUNTIN , QN ..SINGLE GLAZEQ UNITS 96 o z6.ose k5 ♦ SAME MUNTIN MATERIAL 'ON ALL SERIES 1000 PRODUCTS ♦ REPLACEMENT GLASS AVAILABLE WITHOUT REQUIRING A TIEMPL♦ATE& r „' 1♦ • swuea whm Ic d. L64* 4t► soot 030" in owde ft4 t 4 Uaed>�ba bat not to ttue • rvf dxa tafil0 ee S.F`.S.C.►S.FJ.C.*owd o�,Rtslrha#wv1aRwa: ; i. SauooMritet+a d;Latdsdo o AVAILABLE IN VARIOUS' CUSTOM' SHAPES AND SIZES StturdnrdFa �aodai � aotaxc•dthadcst se emaat eea d� AM= y �i >Goa�d�r for t srd; tfti�e'� a� IRtaW�d Dodis � wind K 110 of 'ci. S:.B.C� ��tdw ow liagited to tHc ♦' ALL PRODUCTS, COMPLETELY PLASTIC STRaCH W,RAPPEQ TO ASSURE MAXIMUM ! 2♦ Wlre�aarcir#t�}�t�doeiptladtoatisriled►8s. a�dbyASt371astmDadEddAforA'suodOar$tt+uctur pROTEGTION AND ?0 MAINTAIN THE FACTORY ' FINISH ALL 'THE WAY -TO TO THE 3. tts�a t offtawb*0owoww4 t�ar�s� �. rraa ► t:r��ctsf/ootdesiscty ts�ta+t,desl�ulc►sasa aoita�,»sc, abova, '. " , i 4. UnitRdsd�tide7atttarder•tUk� 3: UetPdtoosiasd�tm+aeduttdettbtsoca. r]D.I1Ti: jl/B JOB SITE. - S. �1> ar d :eats Oar Rwraa►s s the w d ftkerOwanorpo !wrdcTOft �� 5 t e 45ftz:9.. d. ��I'�ttOaR wite•ibe aatioeR !tom � p4ttrdt ba ta000nnpaaiad by a sratai copy of thin � _ Via: o�[t4atta�ori►tp�raadt#aobta. • •:;I, �:: ! 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' ' • ' • � a � ' �fliaor� 2 1+srmsaoare�ofl3�'oofdaad"eppti�doorstrrSlbetted 3 f0tatod�tbo x♦ Wb�frwflterbromootetKreaeot of l�•�i► a1'etepa lwld appi detdga loaf: laeLaiwlpg doao wilt bf:0ald • *among* grow (airitt.t4 us�. t '" >Rooats�g to xels #Idtoatod,lbowa♦ 3. Volt fsgad t0 f»Ter is 8rs Igapa areduada'ti�& 4. Vab+teotlatigytlrwaarieet t atul tlaoicarastc are feeder Qa1t �ppop�' f—. p 3. ' Utdts egwlt to or fiftaAl�[ ittebetant aawd:rr tip f�4eplfnaola♦ p, a�0 A. 0lrba>i'gdt triadt ba mtc�ailgd by s staled cwgy of tAis �♦ S Cy • w w S S f1 T>E� waty ttie tftdCi�dt M . s. t�PpUatiar► �' sNsod ++sled t, _ ♦ tht K p8emit aTadl 6e t�codbl►aeakd d pap�c�ooal. � h tba � 3/I6 �aa�r tamp; type, atsowr •� s� it � . �. 1or�h auoaKbs tao�ote toot to-Y" �� oftwu:r too the !Saw • by eftldaspp�oyt _ a• ���wlro�tbea�aohoatoxt�ld�t>ro:at~bu�3116" .. � ,- �oaQary, ' �► •. ei. bnakoitaQOao�s dao 4�otlwdtbtolsgit of •t c.3it�' Lp gtyp<looa tat4wa �gt6a aaroatt�starotUs - 7. 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' Ntoiteaaaoo�dl�torau�;tnaboa►, , S. UAW agwttgorse�tte�ridsiaearir,epPno�dvadar�s 4. Uis eq&ftItflaaeual eldia Md dicer gGus altderlG3la aooeptiatlrti ... 40 TVO NLldi& JAM ttl . e10 x 2-'w LG. 4„ 4, NItm me tS) d" . Q,�3 'E ' `_� �• V4� � '• � ' t1tTSItING J►Ltlfit�3.811t • .. OElC1gNAx. MOICAP tEitfsS 40LO , aaTl u. ALWAKE iNSatltffi Taass;t=s ♦c • A� pe�t,�ri be ms4ened bye aoeaaed oalyroftbk approv,�♦ . • �, ,tho'�3tl�ot �odn+wvoofa>Eo bf: �.'' SHEET wbmowhed by beef anfiama&, &dmj6am augaitroga&et +s ats aride�+s oel�r. E5 or liAl:I>sAAAIa )a 9ff NMfaaw. 1lrfan Tt♦•7d ATc Tim Tt s rt' r U /yo for "FINISHED FLOOR ELEVATIONS" Must meet Cjtv codes for finished floor /slah, aleva.flons or provide ele,vatioris approve(I by city engineE,i(ic, for subdlivision N4 T f\;-,i CODE'S JS T FLOF 01ty Pf WNW MOW Gt*,§ if' Ag'31'. ftnflwd BwUn� " .1 Goelo 1907 ed, 91tindtird Plumbiliq Code 1997 ed, Standwd Mochaniral Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codrn- 1 ;,;`7 FL. Energy Cod? I -SANFOF?t) Rip r)! N('- DEPT. THESE PLAN, ACCEPTF,'�_- 1:�f:;,-NDTIOMALLY CONS- . BM THE ITH CAL. ;TE:, PRO "HE: ISSU'. DEF` 11�iNG 710' or, 'JC'T10N PERMIT # 02 OFF E J,