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Laurel Way 1488 1 | / | 62 Oc LL CN ILL PLOT PLAN SCALE: 1'' 20' FROM :CLARSON & ASSOCIATES FAX NO. :904 39G 2G33 Aug. 21 2002 01:16PM P3 MAP SHOWING PLOT PLAN OF LOT 6 AS < SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THC CURRENT PUeLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SESTCON, INC- LU BEARING REFERENCE: BEARING SHOWN ON R113HT—OF—WAY UNE HEREON 15 THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. 2" j113- WATER QAK OAK 7" WATER OAK TTIFU 3: PORCP PROPOSED DWELLING d -2 W" 0 0 4.0 u 0- TYPE OF CONSTRUCTION: TYFE VI DECK 00 . CON[)I EET 15T FLOOR: 1311 SF > V) 20' BRL CON[)ITIONEP SQUARE FEET 2NP FLOOR: 725 SF _j I- - - - UNCONi)i-riONEI) SQUARE FEET: 510 SF City of Atia;tic Beach PA-rE: JULY 05, 2002 I I"OAKE[> 10' PRIVATE DRAINAGE Planning and Zoning DeparbrAW J��40* QUADRUPLE HICKORY (DI"OAK EASEMENT IMPERVIOUS SQU/V\E FEET: 2250.5 5F (10.37) 1 This approval verifies Compflance wM appftable APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF AE30VE FINISHEP FLOOR: 261 - 711 zoning, subdivision and other local land development regulations, but does not consthute N01 *11 "11 W 75-52' approval for the Issuance of permits. Compliance PESIGN METHOP USEP TO MEET MINIMUM LOAPING REQUIREMENTS PER '00 F[3G SEC. 1606.1.7: SIMFLE PliVHRAM with Florida Building Code and all Other applicable local, State and Federal permifflng requirements Must be verified by si ture of the City of Allanfic 13ASIC WINP SFEEP, MPH, (M/5) 120 MPH Beach Building OM , prior to the I ce of a Building Permit. WIN[) IMPORTANCE FACTOR (L): Approved By, 13UIL[)ING CATAGORY: 11 Date: WIND PIKECTION: ALL METHOP FOR MEETING WINP 13OURNE PE13KI5 PROTECTION: OPENINGS WILL 13E FKOTECTEP WITH 0513 PER TA13LE 1696.1.4 OF 2001 F[3C TYPE: "A" DRAINAGE THE AFFLICA13LE INTERNAL FRESSURE COEFFICIENT: + OR - 0.15 SHEET I)ESIGN WIN[) PRESSURES (FSF) USEP TO PESIGN COMPONENT ANP CLAPPING MATEKIALS NOT UQTE: THE Lor Sll()YIN H�RFON APPEARS TO UE MTHIN FLOOD SPECIFICALLY I)ESIGNEP DY THE REGIsTEKEI) DESIGN FROFESSIONAL: KEFER TO ENGINEEKEP PKAWINGS ZONES _. -X- & 'AE- AS 5CALED FROM Fhl�PLOOD INSURANCE RAW PHEPARED 13Y- MAPS, COMMUNITY PANEL NQ. 12007� -,Q.QQLD-- DATED 4-17-89. CLARSON AND ASSOCIAT]ES, INC. DATE AUGUST 20 2002, PROFFESIONAL LAND SURVEYORS 1643 NALDO AVENUE, )ACKSON\ALLE, FL., 32207 � | / / C7i / [\� / |� /8 "`` `^/ ' °`, y / .......... ........... ---------- GENER,AL CON5TRuc-riON NOTES: 37-0" Z— Lo t --- ----- __7 LL FOWPEK ROOM ON FIRST FLOOK 15 ''ACCESSIDLE 13ATHROOM" � U STORAGE UNPEK STAIRS TO 13E ''I HOUR CONSTRUCTION11 SCREENED LANAI W/ 15" KNEEWALL ------ cq 7-4" 4'-4" C) CEILING (� LOWERED TO 04' W C6 CL c,\1 - 01-11 9 9 NOOK MAs 11-011 x 7-1111 TER E3PRM WALL5 AT 40,ff'AFF 14-011 13'`01 X 11 14'" < 0 WINDOW SGdEPULE oz 3'41/2" 7-2" < 1191, 2'1" NUMBER QTY SZE Wol �5 5060 MAR, �� f/j � I — ---___..._ _-- --- K 50 -WRIT EE ELEM-FION FOR MUNTINS LL ]_56 M,4 16 - A BLOCKS A LIVING KITCHEN MAIRK 50 -WHITE - SEE ELEVATION FOP, M-U-N-M-5 C�s ll'-O"x 10'-4 7 x r ER BATH jW3WO W�436 x 7 WALL5 0 971/b"- //,7—6-1116" 4'-g'— 1'-9' 144--ill 36-KNEEWALL k PLANT SHELF AE50VE HALL c I 'rH ob i Y '�,;\ ;F `� " x ['�.h A 14'-10'x 2Y-5" n V-61/2" ly-3" ____7�2'41/2" 4'-1 /I L;r-7 e7 I 1XV, 0 -----..... ___ .- .. - -- D \ = V-7 5'-7" T_N_E5 CGDE_ '07)_ NUMBER M ED E R SIZE �_HICKN 17 —1 5'-T -6-077-7" M__AF\K 50 - NO MUNI NS 09 UP FRENCH POOR - NO MUNTINS CL05ET P02 1 12�) 13/4 DATH 7-&'x 7-0' web. I �30L,30 15/4 MARK 50 - WHITE - NO MUNTjNS LAUNDRY PO4 1 �6077­13/� 16070 STEEL GARAGE POOR W/INSERTS x 7-91/2" _ 005 1 54685 6- PANEL POOR W/TWO SIDE 1_lGHT5_ P06 1 2�368 15/4 STEEL 6 - FANEL - DOU13LE BORED ENTRY INTERIOR 6 - PANEL - SOLID FJ JAMD 6-7 0 Ek.WH D08 1 2668 I 3/L3 INTERIOR 6 - PANEL - SOLID FJ JAMB x 10-9 AlKHMPLER - PANEL - SOLID FJ JAMB \ c� PINING D092065 1 INTERIOR 6 I Polo 1 2060 fw 15/8 INTERIOR 6 - PANEL SOLD FJ JAMS 101-711 x 15-511 LL di PORCH - I 6-7 x 5'-6' GARAGE L 191-411 x 21 of rn 1 417 PATE: JULY 08, 2002 LIVING AKEA 1364 5q ft I I Lu 11 z 101-Or 20'-0" SHEET 40'-0" - 12 ���� 1���.�f1 �. I iti�c�y | � � 62 T CN CNI FLAT CEILING 03 71) LTI CH 5E KNEE CATHEDRAL CEILING WALL 312 FITCH MINIMUM CATHEOX 7— —1 3:12 FITCH MINIMUM 6 FOOT FLAT CEILING 0 FOOT FLAT CEILING PN OPEN DELOW LL 3:12 PITCH MINIMUM Lu LL 8 FOOT FLAT CEILING oz �D Lu ve DATE JULY 05, 2002 FLAT CEILING ATTIC 5TO�ZAGPE WALL HEIGHT (EXCEPT AT ��EAR. WALL OF LIVING TRJ55E5 AE50VE < GARAGE WHERE ALL INTERIOR PITCHES ARE MAXIMIZED NOTE LOCATION OF AIR HANPLER AND ALLOW FOR SHEE tJ �> \ ���� / ( \/\� / | � //1 }-] U �� /-�{.~` c- i ��/ * V � � | ] ^ ____ GENERAL NOTE 62 AKC FAULT MOTECTION IN SCREENED LANAI W/ n ELECTRICAL LEGENP WF METER 50GKET MASTER F3[)F\M CEILING FAN W1 LIGHT FLUORE5CENT LIGHT FIXTURE lIOV CEILING LIGHT FIXTURE POOL RM/REC RM 0 110V RECESSED LiGH-r FIXTURE oz LIVING r.ITCHEN 4' -00 5'r E R 13ATH i KNEE 110V WALL LIGHT FIXTURE MALL CI 5INGLE POLE SWITCH +F:L THREE WAY 5WITCH HALL F.— -OUR WAY SWITCH :L 0 ..x PN OPEN 13ELOW DIMMER SWITCH I .J . IA up $J' �-r, _e�_ OUTDOOR swirc IlOV DUPLEX RECEPTACLE LAUNDRY 110V DUPLEX R-EcEFTACLE GROUND FAULT wrEpuPTEP ENTF\Y s 'ID, DE PROOM 110V DUPLEX RECEPTACLE W/WEATHERPROOF COVER 110VFLOOR MOUNTED Alt DUPLEX RECEPTACLE 240V RECEPTACLE PINING 00 F-5 TELEPHONE JACK5 Z7 oz PORCH POOR DELL PUSH 13UTTON LL SMOKE DETECTOR EXHAUST FAN POOP,CHIME 'EA FIRE ALARM PANEL vING AR PAT E: JULY O�5, 2002 722 5o[ ft COMPUTER POINT CN SHED ,� /° -' y � � 113 FRONT 62 C) LL C) X : - - 1"f" T - N o3 u 2s Q) < -E IT .11 77 1 o c < O T 00 IF� 7M]TJEILELT� [FFTI I I [LMI 77 --7-7- 7------ T, I Lu C; PATE: JULY 08, 2002 C� LIJ oz 77- SHEET l x KE/W s� I n o L � � N o r. LLZ 0 U � 116 u C) .. _ _ _ _ -- ........ Lu CNS oz oz — _ o DZ- - - ---- -- - -- ------- - _ _ _ _. -- -- - --- - - ----------------- - LEFT CLI )A TE- JULY n�3, 2002 I _ I1 SHEET 1LI 'F-s LAWNd W�y l K NOTE: 62 UNLE55 RULED OTHEKW15E DY THE SOIL ENGINEER OR CON5TRUCTION4 PROFE55IONAL THAT 15 FAMILIAR WITH THE H15TORY OF (S-) THE SPECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER KECO)MMENDS THAT AT LEAST TWO(2)25 FF.DEEP SOIL p N 60RING5 BE PERFORMED AT THE CON5RUCTION SITE FOR THE PURPOE5E OF EVALUATING THE DEEP 501L CONDITION AND TO h0'0" _ L INSURE THAT THE SOIL DOE5 NOT CONTAIN POCKETS OF UN5UITABLE SOIL(1.E.ORGANIC SOIL,UNCONSOLIDATED CLAY,ETC.) y� u THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. -— —-- _ 37'-0" y 3'-0" C) HOWEVER,6 FT.DEEP 5OIL BORINGS 5HOUL0 GE PERFORMED TO EST/ABLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. -� >, NUMBER OF 13pRING5 5HALL BE RECOMMENDED DY THE 501L ENGINEER. IF NO DEEP 501E BORING INVESTIGATION 15 PERFORMED(LE.25 FT.PEEP 501E BORINGS)THEN THE UNDERSIGNED ENGINEER - — ___. __._ ____ ___. �.. T � — — T ____ — �. � � — ___. � � — � � � � � — > A55UMES THE.FOLLOWING: i l - - - - - - _ THE UNDERSIGNED(I.E.ENGINEER)HA5 NO KNOWLEDGE OF ANY 5U65!URFACE 501L CONDITION REPORT: THUS.ALL FOOTINGS ; ARE DESIGNED A5 SHALLOW FOOTINGS BEARING ON 501L THAT POSSE55E5 A MAXIMUM GEARING PRESSURE OF 2000 P5F. I I I ` IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS ETHER THROUGH SOIL REPORT OR 501L REMOVAL,THEN ENGINEER OR I I I w UNDERSIGNED SHALL DE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS(I.E.MAT FOUNDATION OF PILE FOUNDATION)MAY I Z � Cil HAVE TO 13E IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. I I I I 4 LANAI - 6" LOWER` 4 I ( 4 < _ I I o o 423 5q ft o I I -3� z o zf� 4 I I 4 �"\ o � o _ _ ¢ I ,��,� \y ___ v 12'-11" I 4" THICK FIBERM SH SLAB ON GRADETO BE POURED ONI COJEINFORCED PACTED PER SPEC' I , S, DAMP I I -PROOFEID W/ 6 M THTC VAPOR BARRIER, CHEMICALLY I I 62 oz oz TREATED FOR TER ITE CONTROL, STRUCTURAL FILL. I o < z C\ MAIN HOUSE 5LA13 _ .� .w.. - .- I Lu C� 1289 5Gt ft; r - O t r 14 I r I I = o 2 I � I I REAR WALL OF GAR/AGE < I Q I FRONT PORCH I Q l9 I 4"LOWER I I ; 595c{fc — — J f I lei lz GARAGE ((4" I I N DATE: JULY 05, 2002 II 12" LOWER:) II 4515a f ft I I I c ) oz �) TOTAL 5LAP AREA 4 I II I (--, 2223 5q, f C 'L _ _ — _ _ — _ _ � _ � � — _ _ _ — _ SHEET CAD FILE NAME �. Z 20'-0'. LOT 4r8 HiT),DEN P19 (Zn �D156 ArIMGEcM FLORIDA�LaR1DADRAWWG NO. DRAWN BY: APPROV0 BY- APPROM tm. LJG Louis _ Cd6'a fE SHEET NO. DAM 9 02— 9610 iRmkgn cuk(.R&d SCALE: AS NOTED 9�, W1322S7 C � 7 of _ H W Ln u(",e l klc( TABLE FOR SHEAR WALLS FRAMING - (GROUND FLOOR) L2:1I�IN�X II �I�F�-`I�— C'�1•�3{'���1` �l� �L`tL. THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE ----- _ .�w, __ ��. TABLE FOR SHEAR WALLS FRAMING 3 NOTED IN THE TABLE: ,� z .... �w _ -: C (SECOND FLOOR) A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. U� B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD { RESPECTIVELY. THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING TME FOLLOWING CRITERIA UNLESS OTH y ; C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"0x 10' LONG "J--BOLTS" (A307 STEEL) FOR EXTERIOR WALLS NOTED IN THE TABLE ERWISE I OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS- A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMIMON NAILS. B� GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COOLLER NAILS FOR 1/2 & 5/E1" THICK F30AF POOL F\M/FEC RM RESPECT)�y OR 1_1,/x•" -TYPE S OR W, #S SGREws FcoR ErTHER BOARD THICKNESS. REQ D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR ij DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING r r 1 � �-p ' ; A 7/16" OSB SINGLE 6" / 12" 60" Q.C. 'x . 7 see (BLOCKED) c�C. �( �� 0� REQ'D. SINGLE (OR SHEATHING TO STUDS I \ &� eev -N for F(Aur DESIGNATION SHEATHING pOUBLE SHEAITHING NAIL SPACING © " tb 4 7/16" OSB SINGLE 4" / 12 60" O.C. c.1 0 [ZJ2 ' 2� ""Q� S Y 1n 7/16" OSB SINGLE 6" 12" '' (BLOCKED) a F '�2 S i (BLOCKED) . / 0 7/16" OSB SINGLE 3" / 12" : 36" O.C. ;�, ® (BLOCKED)7/16' j N SINGLE 4" / 12" (BLOCKED) �• (BLOCK®)ED) I ADDITIONAL NOTES: ** = f193) 112�P X)"EfoXY 6-1Z0v EO 9%jjy TO THrgEn&f,1)' 01DS To r1cN Ie'VE spoctNG 1) FOR LOCATIONS CLOUDED AS USE (ONE) MODEL mo. LsTA 83G ;'slMpsoN FLOOR ADDITIONAL NOTES: / TO FLOOR TENSION TIE. 1) FOR LOCATIONS CLOUDED AS �, INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE \! / r00. ..�.�. 2) FOR LOCATIONS CLOUD R SOM .w.,.___.�.._.._.,....... �_-_..�.�°�°.. AS 7 , USE (TWO)MODEL LSrA 3b."SIMr "� FLOOR BOLTED PER DETAIL "B" ON SHEET TO FLOOR TENSION TIE 7- 3) ALL EXTERIOR WALL OPENIINGS ON q 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL SECOND FLOOR, WHERE 1M1YALLS ARE A CONTINUATION BE BOLTED PER DETAIL "E" ON SHEET # OF GROUND FLOOR WALLS, M)AY BE BOLTED PER DETAIL "F" ON SHEET #<I 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MOZE1 No. C52o. "sjmpsom" SCHEDULE "A" ON SHEET # $ STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES _ SPACED ON 32' 0.C. ® BOITTOM ANM ALSO (+11PLI E_D 0 TOP PER DETAIL 0ON ��A ACTING SIMULTANEOUSLY WITH UPLIFT FORCES_ u r - SIAMT WHERE SECOND FLOOR 9WALLS ARE SUPPORTED BY FLOOR GIRIDERS AND ARE ATI OF FIRST FLOOR WALLS. EXTERCIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K ON 14"TUgHrt-r 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR do INTERIOR WALLS HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR I WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLODOWNS AND TO STUDS OF f�l��►►-1I��JJ FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED ABOVE- 5) FOR LOCATIONS CLOUDED AS Z INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED Q I T 7 ATOP & BOTTOM A5 SHOWN ON DETAIL "A" ON SHEET # -- I 1•0Gf1T(0NI CLOvDfM 115 SHALL gE —Fp-11Fu, !Ve7TONL'i: aF HALLrj II s - W 4j's 7 � E►�p,re�r�Q Fl Tn�ss,�,s �Gi�dqeo � 11 F � -.-. -- - -- INV 0 F SCH EDU LE "A" h ROOT. TRUSSES STRAPPING SCHEDULE TQ TOP PLATE > _. OF BEARING WALLSPRE--� «vx� ( �.NGINEtRED FRAMING) TRUSS No, OR UPLIFT TRUSS TO TOP DESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATES TO FOOTINGS ALL TRUSS ENDS .N.,. cv ....-•- .. ,..........�. EXCEPT ONES 0•-1-I 55Clip - ->} OUTUNED BELOW 115 ,51MpSdN� s 1/2"e GATOR BOLTS SPACED AS ol a SHOWN OPJ SHEET y9 �i Az., CzA, Fz, F3 1, GZ, ►SSG-"1�3 (27 F15 "51I so"; P ,/2 CLIP j ' -0 GATOR BOLTS SPACED AS SHOWN ON SHEET I II rr I '764 -- oop 2)MTS Zo "$IMPSQN" (ONE) 1/2*0 GATOR ITOLT LOCATED WITHIN Z EF}CH N AILE9 6" OF CEN �+lC f,4) CENTERLINE OF TRUSS BEARING wu ✓� 104 x 111 ' N tit" lefou*A R 5� WAK1 1 I i h ; Tr FFT A� ,c 3 pryr%r—a Ll r-- o��--G�185 FICrT-z " slmfsoms A , A FE TRUSS ENGINEERING BY ALPING, Foq TRUSS DESIGNATION. . 1 T GARAGE I —i I I I I I I I I oh CAD FILE NAME LOT 4Vg t-II�DC� 6EF1CK Pf�c�FLORIDA DRAWING N0. �`T�P+NTI c DRAWN BY: APPROVED BY: D RAWNEq 6Y: L 1G LouuJ• Cja6ne -E, SHEET NO, Appgo, O 9610(Broken OakB[vd DATE: Jay �wr32257q O OF SCALE: AS NOTED 1 l ZH 1 LIZ 1 *** = THE PLATE HEIGHT REPRESENTS THE VERTICAL SCHEDULE "C" *** Design Criteria UNINTERRUPTED SPAN LENGTH OF THE STUD. I. Live Loads IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING COMMENDED STUD SIZES AND SPACING Roof............20#/Sq. Ft., Floor..........40#1Sq. Ft. ROOF TRUSS ROOF TRUSS , LATERAL LOADS TO SHEAR WALLS DOS EXIST, WALL PLATE HEIGHT STUD SIZE SPACING 2. Wind Loads THEN THE SCHEDULE SHOWN ABOVE JOES NOT APPLY. 8'-0" THRU W-10" 2x4 16" Three Second Gust Wind Velocity Per FBC-2001.........120 x Mph, I (Importance Factor)=1.0, Wind Exposure "B", Category "II" Building X 10'-'0" THRU 14'--0" 2x6 16" CCPi-(•+)Or(-)0.13 ( Enclosed Building). x X X 14'-1" THRU 18'-6" 2x8 1 fi" 3. Components R Cladding Design Pressures 1 • x Roof(Anywhere)= -50.1 Psf, -+236.7 Psf 19'-�0" THRU 22'--'0" 2x8 12" Walls : Zone "5" is within 3.5 fft. of corners, Zone "4" is Anywhere Else GENERAL STRUCTURAL NOTES: 2x10 12" Zone Effective Wind Area sq. ft.) Pressure 4 10.0 25-.9 -28.1 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 20'0 24.7 -26.9 REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 50.0 23.2 -25.2 4 100.0 22.0 -24.2 C S 2O;"51 M pSON i t1/2"0 GATOR BOLT CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 25.9 -34.7 -R 5 PER SHEET #8 WITH ALL APPLICABLE CODES AND REGULATIONS. 5 20.0 24.7 -32.4. P 5 50.0 23.2 -29.3 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 100.0 22.0 -26.9 TO COMMENCING WORK. plus and minus signs indicate acting toward and away from the building 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, surfdaces ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY , BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. SCHEDULE "D" FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO S FOR ALL LOAD BEARING WALLS 4) THESE DOCUMENTS ARE THE PROPERTY OF .THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWIN S) REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET * f '• �•. '' Y:. •r• . . . .4 .. 5 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS .ARE INTENDED TO BE TYPICAL AND UP TO 3'-0" 3'-J" THRU 6-0" Ei'-1" THRU 10'--0" :• •+ • ' , SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK .. •• • • .• EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, LINTELL * (3)-2x8's (*:&10's (3)--2x12's UPPORT GIRDER 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB * USE TWO (2) STUDS OF THE SAME SEE AS ESE OF THE WALL BEING CONSIDERED EXTERIOR WALL OPENINGS E FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS K STRAPPING 0 TOP & BOTTOM EXCEPT AT CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, * = TIWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND TIHE THREE (3) PLATES MENTIONED ABOVE. STRAPPING 0 TOP & BOTTOM ON SHEET #� OF THE DRAWINGS cN,T•sa Alm JOIST alt BEM SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ** = STUDS SHALL BE CONTINUOUS FROM! TOP PLATES TO SOLE PLATES, <N,T.SJ ERECTION. CONSTRUCTION NOTES: CONCRETE: ROOF TRUSS NOT ROOF TRUSS 'y/!(�n05 E� C>R `/2„' pLIwoos pW X_ SHOWN FOR CLARITY � PREENGINEERED ROOF TRUSSES N(i14. x 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI �� =� (SER 5CHEDUL� "�" o� �rtl� S N,"SIM SOtJ'i sTI4Fl .� TOP PLATES GATOR NUT P COMPRESSIVE STRENGTH AT 28 PAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 P51 CONCRETE, 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON � x 3"x 3"x 1%F3 STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM �' �� x GATOR WASHER DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING, �� " SPH, SIK 9ONr t,YRAPS POST STRAPPING 0 TOP 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SAILS / �� ® 32" O.C. HURRICANE: STRAPPING PER WHISCH. "A" ON SHEET #S TOP PLATE (N.T.S,) CF WILLREQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING � ��� ���� . LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 9570 OF THE MODIFIED OF WALLS �� i�� . PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) • f 6"x 6" OR 4"x 4" POST 4 REINFORCING STEEL SHALL BE ASTM A--•615 GRADE 60 STEEL CONFORMING TO ACI 301, 1/2"� GATOR BOLT �F;U ,"51 M 5oN'� o ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. �� j POST PER SHEET #$ •J---�-- f'►NC�IoR 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL. BE ,� :1/2"0 GgTOR BOLT LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS LLS�"Fl3d� SimpsoN, PER SHE11T #� ; a• , u'. DRILL 6" INTO CQNCRETF OTHERWISE NOTED. 'SPACE ® 32'' O.C. (MAX..) 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in, MIN. FOR REINFORCEMENT. �rtf•�(�11r'����•C� POST STRAPPING C� BOTTOM 6�, (N,T,S,) FOOTINGS (TO MAIN REINFORCEMENT -� )..................... inches 3 GATOR C�Uf?LER SLAB ON GRADE.......................................................CENTERED CORNER DETAIL POST STRAPPING A , `!) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR EAI L CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED, 7/I� D5� NFttG� L SHOE PLATE PER s 1A+F-A1k tWt)LL (N,T.S,) TOP (N BOTTOM - 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT (N,T,S.) REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES t T/ E3! 4i; S;1;I✓�"f. SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. ; 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR SUPPORT BEAM OR I DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED GIRDER PER SHEET {/ {� ' OTHERWISE ON THE STRUCTURAL DRAWINGS. EXTERIOR WALL OPENINGS F 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS DETAIL p STRAPPING @ TOP & BOTTOM 1/2"� cA7oR: t30LT FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (N•T,S.) PER SHEET ff� GATOR BOLT SYSTEM FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPING GATOR COUPil' INSTALLATION INSTRUCTIONS MASONRY (N.T.S.) 1)MAS CRETE MASONRY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD-BEARING CONCRETE 1/2"0 GATOR BOLTS SPACED 1) DETERMINE THE STARTING POINT AND MARK EITHER THE I 1/ "� GATOR BOLTS SPACED I I FORM BOARD BOLT LOCATIONS PRIOR, TO CONCRETE POUR MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH PER SHEET # ,. ADDITIONAL STUD WALL PE SHEET EXPANSION�olrrr IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY EXP. BOLTS MAY BEE NEEDED PER #S NEED D P I X10o 55LA83/4• k ON ,THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS OF 2000 PSI ( f m � 1500 PSI ). #4 RODS CON I EX . BOLTS MAY BE NEEDED PER x io^WE nr • SHEAR WALL TABLE: ON SHEET #� SH AR WALL TABLE= ON SHEET #0 I GARAGE POOR (` � ARS USED. 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S. 4" CONC. SLAB W/6x6x10/10 W.W.F. I EPDXY GROUT 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH i STUD WALL I •' =" 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON .THIS 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. I WOOD FRAMING •I II MIL. V.B. OVER CLEAN, Gx6x1O/10 W.W.F. 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED I I PER DETAIL J ON THIS SHEET AND PER MANUFACTURER'S WELL COMPACTED TREATED FILL 'S '' ' " I TURN DAWN SLAB DETAIL AT GARAGE CONCRETE FOOTING RECOMMENDATIONS. 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL I �. '� - DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. #4 RODS VERT. ON 48 O.G. & AT CORNERS. TTF-ii �,-r•-�VERT• ROS SHALL BE HOOKED 6" INTO III �III1 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: FOOTINGS ® BOTTOM AND 12" INTO SLAB �� .-._ ,::• �- � - L @ roP• OR HORIz. REINFORCEMENT, USE I �� ISI- (2)-#5 CONT. HOOKED ( BOLT RUN DETAIL TY� Fb SAWN 1120E PSI LAM. VENEER LUMBER -I i II`�` I i I I i I t': ' 4 & TIED AT CORNERS 1.. 9 a. HORIZ• JOINT REINFORCEMENT Fb 2,600 PSI - • I:. -i I I�I I I- ON 16" O.C. (MAX.) I MIN. 18" I (N,T,S.) Fv - 90 PSI Fv = 285 PSI ,.:• T-I 1I- Fc 1 = 565. PSI E 1,900,000 PSI :{c�c - 48" (MAX.)) OR , -!_ 3 . 'r Fc = 1,455 PSI CONSULT ENGINEER *�` .. '• I =1 20" «<I - E = 1,600,000 PSI {: .•a :,. 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) COMCRETE FOOTING I TURN DOWN SLAB DETAIL I BLOCKING REQ'D. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGC§Ek BETWEEN OUTRIGGERS SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)---#5 RODS CONT. EXCEPT GARAGE • I 4" FROM SABLE END ® 48" O:C. HURRICANE CLIP H-2.5 „ CONT. 2x4 SCAB FROM TOP To 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE " U-HANGER 7. AOR EQUAL ® 48 O.C. OR SOIL SHALL BE PRESSURE-TREATED. .TYPICAL FOUNDATION DETAI --- � � - - � � � - � �- __. �-- -- - -- -- - 7/1B STRUCTURAL ROOF SHEATHING 1 BOTTOM CHORD TO SERVE AS NAILER 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 8' O.C. � PROVIDE CLIP FOR Opp lbs. 6x6x1O/10 W.W.F. % BOTTOM CHORD OF COMMON OF LATERAL SHEAR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SHINGLE STRIP BOTTOTRUSSES m RD F APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM -t- I ( BOTTOM G�loaD OF GSgLE A-153--80. Headers ea ers Orr sheet coat per Q a , r-.+. ,,`J: , S truss P sheet V �I I FASCIA 12d NAILS @ 8" O.C. °4b END TRUSS x". co _ " ;q., • �;� "� I _2x4 X-BRACING I 4 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S•C, SPECIFICATIONS, ` ` ' "s�1C0'• 2x4 X-" a.c: �-- TOP CHORD OF GABLE END (3) 12d NAILS STRAP a��. III •- ,� (2)-#5 RODS CONT, I I I TRUSS DROP 3-�1/2" DOUBLE FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A--153-80, Yo CAT I 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. - 2x4 SCAB CONT. TOP TO 2f 0" -` I MAX, 'a4 20 ga. ed. Iraq INTERIOR STEP DOWN DETAIL FROM OGABLERD ® 8 ft. I I OPENING ^� 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 1 nHa,s twisted strap. i INSTEAD OF SYP #2. uos _ 1 _ 2"4 SCAELFRQM-TD�TO 2x4 BLOCKING 0 48" O.C, BETWE'Ltl -- ----._.-.GAT R-BOLT- --�L�PL�AT�-SF}Ak�B� BOTTOM CHORt) 0 X--BRACING ANCHORED TO SLAB W/ 2x4 SCAB IF VERT- - I I (PROVIDE ADDITIONAL RAC G "�4 GABLE END TRUSS AND FIRST SCHEDULE "B" -� MISCELLANEOUS FASTENING SCHEDULE 'g 2x4 STUDS 1/2"0 GATOR BOLTS SPACED WEB Is NOT PRESENT I I VERTICAL. IF HIGHER THAN 48" COMMON TRUSS ' TO FORM AN "L" SHAPE) 16" O.C.C. PER SHEET # S ADDITIONAL CONT. 2x4x8'#2 SYP. LATERAL CONNECTION OGAT9R °�T EXP, BOLTS MAY BE NEEDED PER (3) 12d NAILS (TEV I I BRACE 0 tei"O.C. FASTENER NUMBER OR SPACING � _ TOP OR SOLE PLATE TO STUD, 6x6x1O/10 W.W.F. SHEAR WALL TABLE ON SHEET #8 AT X-BRACING BOTTOM CHORD OF GABLE END TRUSS (3) 12d NAILS ISOMETRIC VIEW END NAIL 16d COMMON 2 SHOWING LATERAL BRACE To STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 I.7`C'►q;SlMpibM', GABLE END TRUSS DOUBLE STUDS FACE NAIL NOLDDOKT! _ E _ _ (2)-2x4 TOP PLATE -PLATFORM FRAMING 10d COMMON 24" O.C. _ ,, DOUBLE: TOP PLATES, FACE NAIL 10d COMMON 16" O.C. •• '' �+�' � '' '��_ NOTE: CONT, 2:¢4x8' �2 SYP (N�T�S.) TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - SOW 2-16d OR 3--10d COMMON ,+oGooa S 1' '` �' • :• UNE3RACED LENGTH OF X--BRACING MAY LATERAL GRACE ® y"O.C. 2x4 5TUD5 ® 16" O.C. Cn CONTINUOUS HEADER, TWO PIECES oo i • : °.,' ; �I I �- 16d COMMON 16 O.C. ALONG EA. EDGE �• a NOT EXCEED 10 ft.. IF LENGTH DOES " • CONCRETE: SLAB . % .',''•". ;• . 2x4 BLOCKING ® 48 O,C, CAD FILE �i R M� L EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D. BETWEEN GABLE & FIRST TRUSS A A 7 _ _____ i (2)-#5 RODS DONT. MISCELLANEOUS EO DETAILS FCR o PLYWOOD & PARTICLEBOARD_SHEATHING: COCONCR� I_ CLIP ® 48" O.C.. CLIP MUST m ROOF - 7/16" OR GREATER sins f�`� 2O" PROVIDE: A MIN. 400 lbs OF,SHEAR. �"r 8 I �R� C 5 Sd COMMON 6" O.C, EDG � V E:5 & c:.,.:•»�.• :t yr •�� .•r, r` 8„ O.C. INTERMEDIATE f WALL - 7/16" OR GREATE=R Fad COMMON 6" O.C. DGES & -~ r ~• " 3 -:'` f INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING H (�TLf1N 11 G g�ficN � DRAWING NO. Detail "B Jamb strapping >, GABLE END DRAWN BY: APPROVED BY: 12" O.C. INTERMEDIATE Detail C Jamb stra In FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6"��O.C. EDGES & P B o t t. P P g M i S C. � - aR Si✓I;, �41eAr� WALL �i'Af3LC5 12 Q.C. INTERMEDIATE top & .Bout• FOUNDATION DETAILS G APPROVED BY: LJG Cours . �a6rY B SHEET Na. cD O H E a r # `N.T.S, D;,.TE: �o Z 9610 8rokm, �Bfvd. Jux, Ef322ST OF SCALE. AS NOTED 1�2`/�UL BY V00D BUCK 110 x 1.1/4' MANN rHOINI OR 17 3/16'PTH 1AKONS V11h 4,563' 1 Ile a EHBEDHENI (iYP) x MIS DK IE 14LCII KY Ar LVID S PIOtE U n A Co R (2) PSR IN JAMB � roI ����r�(�1�S u9� �I�pl 1/4' GAP K101.1RIIiA AI�iIS VISE KIlOi Aid APIs 10 NIIPi VA 1ER ifll&! i VAIN Dula va W tibia IS tro Irf"r is l lffl Neo0 1,25' I t MATERIALS LIST HIM K ; DISDI?I IM PARi NiJIIP[R MIS © 1'p1D-HEAD M EV-l2 MIL 10 ' (ONPRES UW VEAlfl RSiRV . v V EV-10 , It t ;, 1 MID ild4EMP , lip CHANNEL Ems 81 11/16' INTERIOR79 5/16' EXTERIOR 6 i4ll 192-9) �l1fVf!l�GII2 lR . MAX t I'm•Will a1 16 f f' it,Lo CH SEI Va rk EV-p8 ' 9 I EV47 5/91-K i 0 K 7 ' VQ9D NINF,E SiEIE EVA � t EV-09U PLASIX EV- 7 iH i ® + 0 /4' (4)sca PER W 6 I u SCREVS PER If110E 1.25' I "� n I rIIY r as :aw em��ia x 9M'fAVS )SCREVS PER HUIC N G 9 FHVS Ai CAN SiM PLATE lal;sEi 80 KW a LOU • �cEUNrr 2 BY VON W Ill Wil I(l'l Mr. �G sir SAI a auLElll . �s l� I10 z 1 i/4' MlHINUH ENKIK _. 3/16'•PFN 1APCUNS u11H PREM�R.EN I RY SY�I[.MS _ 11/2'9(11. ��-141 -EW . ENBEII�Ni crYP) (2) PER I AB All �� �I•M►x ". INWING0TH �I( a SWEET 2 OF 6 ER '• ` Dwain c r MAi �'NAt • xr n•Y r NAX r NAx • ,.MAXIr MAY ��' r MAx r MAX r PAZ r 11" `X � ""' INTERIOR ,.. r MAX q•NAx IUIl1--•� 1 rue. -J NAY �7• u•N.x 7f 1/r p'M►t — NNt y7 1/i•MAX . MAX t3•MAX 1 MAX '°N;;u• c • �•Mitt Q � 91(9'M+X� �� 9 t MAX 6 IL94--4&--u NAY 4 4 IM NAx ..• • _ •'•r; �. °F�•.x i.•:•tr, i-PAX r MX tr• .rX rr' .•Nt,A.Y t' � r�•„�„ •��_ �fJ .,+(•"r`���•/•r yt rti;r`1�: I t •S• ..5t. .I-JT1 r MAX a 7/16•MA Ms• MAX 14, \0ox '. PAZ o w .YA X�/ r IIA+( 7• _.MAN '•"�' p•NAX �,ox �'� \(D /• '•' 4. "x SLC GLAZING CCTAIL t0Y rux 1!•Mw 4•My r wax •�� .•".` '•M.x 7 6 r MAX ( w• Is r MAx 14, r MAY °� MAXr MAXo xn 1/1v EXTERIOR% 1 MAX -Pwx , 17•MAX IX IV MAY t - - SEC-, ION A--A ' LS••NAY p'II►Y • jC X N W N OTHER CONFIGURATIONS ," O per. t•IIAX GLAZING DETAIL r wx r Lux i r • pp"'t' � MAx r wx EXi Ot�i►pE�UrCX CMIIKEVERM 64 314, I WL A.HA wAx MAX Ill• 'i I s• t j.x �•M►,t ��••MMAAx X �If"1LI�r�•JC�r•wuIXI`'I1 r IJ MAX MAX K_or whocQo/oJn,lt�,'lr7tOrRgNr TkE tibt7GT �AI•�.f•t . BAy" Fpl:a6 Ilk FJOS"CQU%"QWNTHrrMA, X M'C'• 3 - 2 RY99 c� � I GLASS 3rrESHEEF,GNto0t-03 /f '" .IawlG.rpaT1 q. gYlf� I Vi' IE>ME��wus I. COG@ ONtAW >rL 1-1020—EV— MT 2 W 6 . r I � � _.mss•. �y., • s f-ed i Kinco Product Ratings Ff'ective: March 3, 2002 3 •� v 8 , t 11 a rilseIALI w t r a rw ,a C rUll e•4 rise ll I.s rVa[rA4l •+ ��� ; •s aTCe4 C{r1 .11"C w{,a -p fILY< AaN• q].00. w�C I; /U- b t ®V (•� R- ro• p R• O' C aM p o 1a is �q g: .til`__ ,E LIE $ 4' rwl C F LN z M40/50—SH +30 -35 53x78 �� � � ry F ' Standard single hung +30 -35 36x96 o➢ I-Ii'_I4LU 614 4•l .• M40HP/50HP—SH +50 -60 53x6317 HiI � � � gh Performance single hung +50 -SS 53x763/4g � ' IM, w � `]p Cr +35 -35 53x96 I _ �11 ; is I11 �• , TW—SH +50, �SO 53x78 .• .b- �. 1 Tilt sash single hung +35 -3S 53x96 ' 6 A TS—SH % '� ' a 4," .[ r +SO -50 53x96 ac zc ac cc ca lc x 3c 4r: cc cc 7r 2S ac 4c cc be ac c as a be Ic ac 3c an 4,x 4,c 112; Tilt 4,h@rn0ai break single hung "144 TART YtgTH IfCH(0 TRJaUTNtY III01n uchca 1111I11UTARr Viol" Dcilti TRIOUTMr KIaTH - IILCNCS TRIOUTAIIr VIDTN - Deffeg to x 0 c N,C04 C '4 d m MP`SH +70 -7U TRC MAO, A G ' «e1«taa nK AI x1o.wla rK•[A -„ c Impact single hung 53x18 1ERr1CAL W ` . RW HP +35 -35 wA11aN W 4 r � 7 127x61 ; + High performance horizontal sliderr:a""r'a,HQCT err � 4• ro• .N �� a± z a RW XHP +55 -55d Extra high performance.horizontal slider +45 -45 74x51 G 3 S 112x63SEA M2/3/4/5 SGD +35 -35 4068 panels LWI �w OR l; g Standard sliding glass door +30 -3U 3080 pa1>cls 9 M 2"Sill TTiIBUrARY W1oTH - �' 7 $ 2 g M213/4/5 HP SGD +45 -45 97 4080 panels 1 YYPEAAA1 w c ltaatalrAL 11lxLloN .{�,.,111E. - ell High performance sliding glass door g 8 b N ""�'�° 2-1/l"Sill PGLAZNGr>< T # R}jOUTMT Vial"`G I71CMC3 7G eG I3`i1t0UrAltr Yi01H`y INCI1Cs 3r. As YIofft WOKS � ➢` intaUTAltr%toy" - vmj 'r MM/4/5 XHP SGI) +55 -55 5080 panels r Extra high perfOrmanco sliding glass door D 1. 2-1/2Sill 1 AAAI.04 C ** ING GLAZING S'wide panels not available in M3&5 Y PAOMCT t NOTE: DW. N" MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -ru PE 1 J&551 VERTICALLY OR HORIZONTALLY. } 1c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERL 42920 I i SPAN LOCATIONS AT HEAD. SILL OR JAMB ENDS. drawing no. • 1112121. MULLIQ11,M96NG_uE.."FNTS FOR ANCHORS DESCRIPTION SEE SHEETS 3 do 4. M02-03 • sh/.I a { Revis;.d:04/04/02 CAML fENIIID - { CONCRETE DR IufDhRY _ - .• - • VINAgV FII, VJIID04 77Va Y FRAl1114 R0 SCREW IIISTALATIIXI AtiCMCft UOtlU YUCK NICIYIR 1•MIN EN➢EDHINI MOTH Iva 01}MGRS 3116• DIA.C011%11 E OPEWHG➢T DlWgS COIKXTE OR Hp�ONRV - ANCHOR 1/4,, CMA.K ICNnID VINWV fin 3/161 NICNoR hl/0•Nqt ENDCDHENT OPCIR416 it OI1[!t➢ i�-EMIR VAC0 AY a[Y 4,Y 01YTALLA1Wt1 AIS7gRp Uf1Ha`DAG 0[w[Ilq yrxNf. x. EXTlR10R TW 1Y rRAHIN6 EKE• iMCATf81llj 0Y DTt1LRS CAtA-K 7C14CCH Vf]pD DUCK pf RCP'n. AAr�yy VAgRC�LNH f�A[x Yp K /4••Vii[IW1a VNERC 71AGC( Ar[R 7HW IIIb•1 pR[5[NI. 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