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Marsh View Court 1473 DATE: 03/20102 � N U Qz U s Z � � Ti - T - - -- _ - C, C�S -.�.a �r.... `G'�;J;r'.'y:.f. {S r. •Z`�'" �.H°.� i fA � iF,!r4�' ! !:'7 �;' 7•J,X ! �� �',!`:u, �-..h^.[� 2 �its�.,. 5 h �. f �''�^r 1•l� P ! W+�yy- N L �"Yn. •--..- r' �r,�l X:'I ti�h�• nyi', !�` J �f� C+tF•1[r� 'Y:'r� T "32,[ C.. �"�� �� �'�- _.—.4 ,;: v�.+� � '�7'lra.�.l..�r<�•C:w K���u•.K.h;r. � ��v. �� c '7.,...v. �.� �'�?��+ f Y•:u" �., ?.yp{t,•t';:r"�,� � �, �-_ ��� """�-�- __1� •--"'�--' �. _ �_ -'''n:.c 115?., �! 1 ��..h � � f•.� M F �. r.r: ('.a,ay ti; `a4' `4.J ���� �- �.�. �.�, N•��'^'± �;��'. .��rS 1 .`'rK.� k '�a� ���2V�ftl�'�.ti �'�'`�tw`�� lS�r.� �„.%�P� :.,,�.:4(•.;.,<., 77 -CITY F A CLANTI OFFICE Cily of Atlantic Beach F,'inning and Zoning-Department 'J C This rn , vol verifies compliance with applicable zor :.L:bdivision and other local land -, .� ,�., �, )7h dev grit regulations, but does not constitute P;=• ; f,,, r' , 1 R.�� Opp ii for the issuance of permits. Compliance with i- ­ ida Building Code and all other applicable local ,tate and Federal permitting requirements must ha verified by signature of the City of Atlantic ;r= ; t t j'~ �T�/ Bead, Huilding Off al prior to the suanee of a ”' `" S FC 1 1 Buildin j r"""t. y HJT/ \A PAGE Approved By: � ?lCil KK 1 f" GE ommuni Development Direct �'} Dt�IL�V I Cate:- RE51VENCE . ...-.-_ - _ - - 57' DATE: 22' 03/'20/2 f I I � TOTAL. 53LAP AREA / 2069 5Gi ft I I c, GARAGE - 4" LOWER I 442 5Gt f t f /` TIO SLAP APNEA I I I I v �; a = 186 SOFT 1 'E MAIN HOUSE -- - I I SLAB I I 1409 5 ft a4Ln I I I I ' 11 _ 12- d FLOOK OUTLET TO 13E INSTALLED IN GREAT ROOM - SEE E3UYER o I I LANAI Cs - 411 135 5o[ f tI I I I i I I I I I ( FRONT PORCH I - i 4" LOWER I �--- I 72 5q ft FOUNDATION PLAN PAGE 13UIL.D SET ------------------- 91 � _ 4' - 18'7 - -- _ - _-g'� - SCALE: 114" = 1 FOOT ---mow 1 I DAT E: .174 — -- �g _ 6'4 � 3 ..�._..__.._.. __12,_ CONSTRUCTION NOTES: _ __ �1E�_ _�__ MAISTER SHCWER TO HAVE TWO ��' __��— — _ _114 Y -->r2lO 210 —= I 17 —49 — � j 03/20-102 VALVES - SCREEN LANAI ILL,es FLOOR OUTLET IN FAMILY ROOM -- � _ ___ . ------_ - IRRIGATION SYST HM N _ �r^ ~ `~ } G GAPAGE DOOR 012ENER � � � _-_ .._., _•-.- ____ .__. ...... `f I �n� T_ r ;�z 5'5 1/2 --- —F(-'T6x —5'4 1/2 — _ 6�� MAATH 5 I { 1 l �, GAKAGE , �� O MA 51" 1� D 12 P�1 �'.- '�- } ' I 19'� x 21'7 ;---t _ ___.. __ 14' x01� ,510 - 191g I I II I ld2� cq — EE �,�= — occrv�a uZtlVAW-111a+n \ �`1------ --• WALL TO I;t �c�:o3( (.�� �LKSI- C Mb ai397; �'�51 y I I 64.5 (D - cp I �-- w LAURY 57)5 — - rr KITCHEN NOOK cv I 1T11 x'11'3 i t. _ 370. _ c9 3'6 — 'r7'a — —�. —10' 11'11 x 10' ` 0 1 �? 51JBZERO-SUPPLED 13Y OWN> cn i I I I'` rn 2 DINING I .�.__ f �.�.��•-7•/-*rte I 11'3 x1711 S N ic3�aa + n s `sa sae Cj ARG7'1ED OPENM < � 6 u� SCREENED — t� \42' LANA] - NO KNHWALL 84.5"TO _-- KNEEINALL 126 x 9'6 ----- _ FAMILY I �� ( Q) 128 x 21'6 I I 111/2" ` ENTKY LIVING AREA , [] � �J I g x 57 PORCH ft `= 711 x 710 �_..___..._ A 2' 2' 41 --4'- 99 -- - 3'6 - 6' - -- 7'31/2 - -1 PA FLOOR FLAN GE BUILD SET 5GALE: 114" = 1 FOOT DATE: 05/20/02 263 N 2'10 1/2 10'10 ^ -- - 14'431/2 66_ 2,4 2' •-- - 12'61/2 - _ CV N L� 0] y 27 1/2 5C1 IEDUL>; N 2 o O MOM 77 L R ME 01 115- LITEL H .r" w P02 1-_.. _- � 8068— - -NfAi�K 50-SGS-WHITf7-YVI"rN MLIIVTINS k/ � c� � �EDI�OOM P03 1 1 16070 16070 STEEL PANELED WTITH LIGHTSV V.� . � DEPROOM ��` \,3 Q N 004 1 1 2868 6- E'AR8- �T k - {7ot1BLE= t _. ---._--_ r, �� 10,6 x 11'10 10'7 x 13' P05 4 . _ 1 -- 2868 6- PANEL INTERIOR D06 1 (hlTE7?o 87R pp _,..�____.____�..___.._._._"_.. ` r ^ \�' �_ _ — - _ .q , 007 1 1 2068 6- PANEL Dob 3 1 2068 E7091 1 446& 6 -6 PA NLTEL DOOR W�SEDIT(IGtC // .: •.ZZ"- ( - �, Polo 2 5265 5060 OFENTER SWI 'PATTo- op,MmuN1"1NS � CJl1 3 4C�6S AhlELED 131FOLD' N �6 3.�� ' �� �� �x / - 1�12 4 - PANEL INS I k lOt _ ���x H D �� 2 76-65--- NEL I l�TI R[Q? 77 f'61 Sal �� , ,: .. ....... ... . . ..... . : WINWINDM SCHEPULE � .� _ ` NUMBER L Q cv wo1 _._..."_ 1 RAW 50-INHITE- 5CURREM - -- w "____� �._.. - s �_ D(mDRUUM � �;� W 0 1 3060 ~ MARK�O_WHITE �9 -DN--- �, 11'3 r;97 �W/025 1 1 4040 ..._. .��'6--6'GlLA_uSSj BLOCK T ��, �---�' - -- ALCONY= rYCJ"F' .-_.. ..... �.._._. . ...- tiJl.l J1.1...___ .�YIA�{K.JI/ .'lY1 UI ,,«_ _---- 71x47 WCJ 1 2 _ 402�� _ fvIARK 54WHIT -0�5CUREM _ / ` \ cv LIVING AREAw V � C�s Cs C d ~ N N _. y 3'91/•2 24 _. 10' — —1611/2 a 17, � s SECONP FLOOK PLAN PAGE 13UIL E) SET 1/4" = 1 FOOT 17-1/� DATE: 05/20/02 FULLY SLOPED C) 5' FL,,�T CEILING u _------CEILING OVER UNDER FLOOR TU5 CATHEDRAL CEILING ( � ; I DESIGNED FOR 5' LIGHT ATTICFLAT CEILING 6FLAT CEILING t STORAGE C) 13EPF\'00[vl 5EPROOM e 41 ­3 in 12 Lz DATH -3i 12 L _j < T 5' PLAT-E HEIGH-r. IN 4 __�STARTE A DFEET REACHES 10' FLAT CEILING DEPRoom I < 13ALCONY LIVING AREALu CATHEDRAL CEILING n 560 5Q ft 2: I ____ U.J C� in ROOF 15 AN 8:12 PITCH, UNLESS OTHERWISE SPECIFIED, ALL INTERIOR PITCHES ARE TO 13E MAXIMIZE[). CATHEDRAL CEILING GARAGE TKU55ES TO DE DESIGNED CATHEDRAL CEILING FROMFRONT FOR LIGHT STORAGE. FLOOR PORCH THROUGH TRUSSES TO 13E CAREFULLY FOYER I ENGINEERED 50 AS TO ACCOMODATE A/C SUPPLY AND RETURNS A3ORIGINATING IN GARAGE, � --- ROOF FLAN PAGE 13UIL[) SET SCALE- 1/4" = 1 FOOT 4 ---__ ___. .____..______ __. - ____.__ . _ ..___—_-__._ . __ . _.____ __ .. _. _. -._ _____.__. ..l X13 _..___._.___ vlKo C+- ......... 1, 7 DATIr 03/20/02 N UOSET Q MASTER BATH I � cerci � �..I GARAGE R3 MASTER DI)KM - I - wBATH f f 7V �- � , j / I —1 EL NSP I CT ` I r J I I L.AUNGRY \� L GNOOKI �rcHN 1 L� ci Is - FLOOR OUTLET IN GREAT BOOM �IhllNCa INSTALL 220 OUTLET FOR 50 AMF < wr 091 / � NOT TUD ATREAR - SEE LC7C,�TIaN ON �-- 0 f FLAN FANS TO 5E INSTALLED IN GREAT 5GREENEP % / ROOM AND MASTER DEDROOM ONLY C�s _ANAI - NO i <NEEWAL_L ca t �, � FAIv1ILY " COD ENTRY LIVING AREA -� wr rORGH 1430 5q. ft PAGE FIRST FLOOR ELECTKICAL F UILD SET SCALE: 1/4" =- 1 FOOT DATE: 0,")/20/02 5EPROOM Qq iRt c 13EPROOM N C) 0 DATH 1t 13EPROOM LIVING AREA 56b 5q ft Cs < DZ < Qs SECOND FLOOR ELECTRICAL PAGE 13UILI) SET SCALE: 1/4" = 1 FOOT 5A n/-)67 Vie FRONT ELEVATION DATE: 5GALE. 1/4" - 1 FOOT 03/20/02 c, =7— spaTi - - w= -� - -r -7--T u. L.. E--_I. z C --- �� mn - OU -H. - C�s -7777 — = r — ___ _ _-- ---- ------ ---------____ ____� C�s PAGE 13UILI) 5ET RIGHT ELEVATION DATE: SCALL: 1/4" - 1 FOOT 03/20/02 N N C) u L7 7a c� N � N ~ I I �. — : ���.��"TT.�.t�.z-rte__ . I T— HF 2s PACZ I3UILP SET DATE BEAK ELEVATION 03/20/02 5CALE: 1/4" = 1 FOOT CIQ0 rNI -- I - � - - - __Tr_ --s U_ .� _ T F. s- a -------------- < C PAGE 13UILD SET .. � •,. r ... .,.. ., .-. -..:..c•, .,..;.i:.;... .: •....•, .. ,. .., r,... -. -,• 1 ,. ... .. ., i-.. + „- � ate.,., ..., .?�,. `.".'.C.__ ., � .., - .. � .. i r. .. ,.... DATE: LEFT ELEVATION 05/20/02 5CALE: 1/4" = 1 FOOT Qu n C111 IN OO L I _ -I -T- rt E It L J- --7 7 L- T-L-T T- T I - T- 7 T- -T- -F C�s -1E r=77— -r-== ET= 17 mom PAGE 13UILI) SET �r 7 f ' �rI �� r y{'}trx }� ��'��! Y,p• E :.j , ... _........- ......... .... .... .. _... ..._ .�_.._. � ... .. .. .. ... ...•.x.,.ei h . .. • ......,5 r.�_r..—. C V Ii.F T _..mcl d-. .. f.ArrL.n*�1Wr a 9t'Etkf$i4�UYa6e...i...W..w.I .�.e�w..... a..�»r.tem„1...,._..a�+u4ta�,wW.a.c..w+t. w...,-4 I wl Lw eu.✓,...-±ri'sllhai' .. .gip I �• � 1 � y t. 57 i 35' 22' _ — — — __._ _. — — — — — _ _ — _.. .._.. — __:__. —_. — — ____ . i y :t.l', r .i-r''-ti• r'�r'... y i. I .rt I T `--LAD ARE Z�Z {.. I 2 D69 5q ft S GARAGE - 4" LOWER �I 'Y. I o FATIO SLAD AREA I 1 I I 156 SOFT MAIN r „ 3�G - - -- - - - -HOUSE I 5LAD X— d Cy 4 1409 GJa ft �Y• Q I I I I 5 o r �'�'��- ( V Ick-�' 1izj I I ,:. 2 _fir I � o I I eov►�- a �P po-r s rvJ, 9"Q(00 e �. ❑ . o I 40iof T -pe,14 N I X Q V .�.... ,r y .tib I /`•' I . OUTLET TO E3E INc, , �� FLOOR 21 IN GREAT ROOM SEE 13UYE1� LANAI I ► W_ - - - _- _- - :°r. ,. I I LOWER 135 5a ftI00 ' I I I -FRONT PORCH r _ 4" LOWER. I 72 54 ft - - __.._ _ _ _ _ ^ _L I � � _ _ _ _ _ - - _ _ — _ _ - _ _ l I A .1L - 0` 91 4' 187 a'4 NOTE: 59 UNLESS - UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 2S ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF 501E EXCAVATION AND BACKFILL. NUMBER' OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER_ L IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING_ LU THE UNDERSIGNED (I.E_ ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACEFn .41� p�1{"pbQys� CAD FILE NAME SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW14t "' * FOOTINGS BEARING ON SOIL THAT POSSESSES A..MAXIMUM BEARING PRESSURE DRAWWNG NO. Fli OF 2000 PSF_ IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER DRAWN BY: THROUGH SOIL REPORT OR SOIL REMOVAL, .THEN ENGIN ESSURE AppRb�f�b f3Y; SHALL BE NOTIFIED-AND POSSIBLE FOOTING 'DESIGN REVISIONS UNDERSIGNED APTE: an LJG ^— SMEET N0. (I-E- MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED DATE: °Z LOUIS GA RI P.IE. PRIOR TO COMMENCING WITH FOOTINGS WORK, srµ As Nor�n 9 [17/-OL- -17/OL I �Q OF Cz 2x �J CZ)�Xtc7 � (21�at I a CZl?X to TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) 0)7 -ja THE SHEAR WALLS TABLE WAS ESTABLISHETS ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE I I NOTED IN THE TABU ,... I A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. Y B) GYP. BOARD TO STUDS NAILING SHALL BE 5d do 6d COLLER NAILS FOR 1/2" do 5/8" THICK BOARD IRESPECTIVELY_ I C) SOLE PLATE--CONCRETE SLAB ANCHORS SHALL BE 1/2"0x 10" LONG "J-BOLTS'" (A307 STEEL) FOR EXTERIOR WALLS I ( OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING N 0 7/16" OSB SINGLE 6" / 12" 60" O.C. a7 I (BLOCKED) 7/16" OSB SINGLE 4" / 12" 60" O.C. \� (BLOCKED) 6ATH I 7/16" OS13 SINGLE 3" / 12" 36" O.C. �k -� (BILOCKED) 1 t�� 7/16" OSB SINGLE 2" / 12" # 24" O.C. (RELOCKED) NAIL. PANEL EDGES ONTO DOUBLE STUDS. i I L _ It* = ADD EXP. BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. /1 '1 �• ADDITIONAL NO'C>=S_ /� ## 1) FOR LOCATIONS (CLOUDED AS (D, INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE L: KITCHEN E BOLTED PER DETAIL "B" ON SHEET #13 N Ncb 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL - BE BOLTED PER DETAIL "E" ON SHEET # 13 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON I _ v SCHEDULE "A" ON SHEET•#11 . STRAPPING WILT. BE ADEQUATE: TO RESIST SHEAR FORCES 117 ACTING SIMULTANIEOUSLY WITH UPLIFT FORCES_ 0 4) THE ALLOWABLE..SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS HAVE BEEN REDUICED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR G•� �, �, '`£ yr WALL CONSTRUC'MON. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPFPINGS THAT �� L b _ _ -• _ W _ _ CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWINS AND TO STUDS OF ______._ _ r-• FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME'. REASON MENTIONED nj 5) FOR LOCATIONS CLOUDED AS 01 INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED n7 CzJ�Z 1 a AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET #13 . 4) LOCA11095 LLOUVEt AS (a) SHnLL BE S-VgAfp6b pet OIF-TAit,"C" OF SHEET#13 7) ---�1. E►t�l�tetvr�AQ F1_tl1dY trAulbtl o:lrcQ_ys -ro 6e � a:�"''+" ��=•:rn'°- � �� cleSi�Ytz�� ��t.Y�(1CFlA[-r{ o-� �'�Lifle� I�w� Q��N•r� r n 8) SlA Wca�Ql+ L 0.bl�l 511 Be �� PGr �e t�" o F SHOtt -IZ. 2.x10 (ti ulo C21 Ziia l0 2 T _ Q SCHEDULE "A„ R00'r' TRUSSES STRAPPING SCHEDULE To Top PLATE OF BEARING `NALLS (PRE-ENGINEERED FRAMING) TRUSS No. OR UPLIFT TRUSS TO TOP DESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATES TO FOOTINGS ALL TRUSS ENDS EXCEPT ONES +]-�I55 M5 r�1M Som Cup S 1/2"d GATCR BOLTS SPACED AS OUTLINED BELQW P SHOWN ON SHEET / I Az,B1,cI, FI, G3., Gz,G 3. "Pi i CLI PS 1 1/2-0 GATOR BOLTS SPACED AS SHOWN ON SHEET A13 _-- - W STs zb "SIMpSON~ (ONE) 1/2`0 GATOR BOLT LOCATED WITHIN •. ... ... 164 -7,000 FACN W ftlLeD Wic%Lo 6" OF CENTERLINE OF TRUSS BEARINQ LO t- i g �}I p(h �e CAD FILE NAME DRAWING NO. h DRAWN 6Y; M'PiDbED 9Y N /AOEO e . L1G ; A SHEET NO. uArEr Lt/Q Z LOUIS GABR P.E. eruct As NtlrEn y / 0/o Z 4 OF * = SEF TRUSS ENGINEERING BY "O LPI N E" FOR. TRUSS DESIG�JA TTOI,I. � l f�� I ���a-a► 1 VIL C C� ��; TABLE FOR SHEAR WALLS FRAMING CASE I — INITSIOR SNEARWALL TO ROOF CONNECTION I PRE ENGINEERL6 FRAMING (WALL IS BETWEEN TWO TRUSSES) (SECOND FLOOR) (N.T.S.) • "' THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE .,A, OA Bd NAILS ROOF SHEATHING NOTED IN THE TABLE: o a o.c. A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. ///--- B GYP. BOARD TO STUDS NAILING SHALL BE 5d de 6d COLLER NAILS FOR 1/2" dl: 5/8" THICK 130AI OF TRUSSES D (4 )2d NAILS 2)-12d NAILS / l( RESPECTIVELY OR 1-1/4" TYPE S OR W. ,�fi SCREWS FOR EITHER BOARD THICKNESS, t y ��) TOP CHORD S�e ��� �� `� $�d -- - -- (4Pj2d NAILS CABLE TRUSS jle 2x4 SCADS LAID (AX.,24" O.C. (2)-12d NAILS REQ'D_ SINGLE OR SHEATHING TO STUDS 3D' (MAX) 12x4 scaas LAID DESIGNATION SHEATHING DOUBLI= SHEATHING NAIL SPACING I_ FLAT AS SHOWN CEILING F TYP. DIAPHRAGM BOTTOM CHORD }r�' �'V^l .)E P OO M INTERIOR SHEAR WALL DEPROO1 s ( 'K\f. J TOP PLATES INTERIOR $}IF1�R WALL A v v TOP PLATES 7/16" OSp SINGLE 6` / 12" A PLAN VIEW ELEVATION VIEW � (BLOCKED) . 1� I CASE 11 - INTERIOR 5HEARWALL TO ROOF CONNECTION PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL) O 716MOM " OSS SINGLE 4" / 12" (H.T.S.) INTERIOR SHEAR WALL 8d NAILS (BLOCKED) TOP PLATES O 4'JCROOF SFIEAhiUJC `r f4)-12d NAILS NAILS es'' 2x4 SCADS LAID C (6LOCK1 v tINGL.E .I. FLAT Q 24' D.C. P CHORD .� 24' (MAX) TYP. (MAX.) CABLE TRUSS T BLacKINc �;2d NAILS ADDITIONAL NOTES: 2)-12d NAILS 2)-12d NAILS 1) FOR LOCATIONS CLOUDED AS l B 1. USE (ONE) MO-DEL No. TSTA 83G,'51MPS011~, FLOOR TYP) Tw TO FLOOR TENSION TIE �•/ BOTTOM CHORD pIAPHRCEILING 2) FOR LOCATIONS CLOUDED AS USE (TWO)M4�EL. No. LSTAB .��SIM�50N�, FLOOR . 2x4 SCADS LAID ACM BOfICYA CHORD TO FLOOR TENSION TIE "ter • Or TRUSSES FLAY 24' Q.G. INTERIOR SHEAR WALL—` A_ k. (MAX.) TOP DLAfES ,3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION PLAN VIEW Fu FVAT1rTN +Tcw OF GROUND FLOOR WALLS, MAY BE BOLT® PER DETAIL "F- ON SHEET #13 � e H�„� IY1tt for '5l(Z yr W �aYaCL';,' (( N."l�. s)� 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M a„DBL, No. C S to P ”Sino p s o N" SPACED ON 32" O.C. 0 BOTTOM ARM ALSO Arp1.1 ED 0 TOP PER DETAIL "�" ON NEK r 514 EET WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND AREA CONTINUATION D ► OF FIRST FLOOR WALLS, EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL K ON 1 EAT 5yt3ET, TABLE 1606.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOFT WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(InJ112 m TYPE LU Panel Span 5 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span (1- <4ft ¢6ft waft A 2 12 tl6 Ward Set.,,- ,3 16 16 12 9 /'t 2 I/2 t#8 Wood Screws3 16 16 16 12 �J f Double-Fleaded Nails4 12 1 6 4 3 b 5I: I inch=25.4 mm� foot--305 num t Nores: r 1. `Chis table is based on a maximum wind speed of 130 mph(58 IDA)and mean roof height of 33 feet(10 m)or less. L(� FLOO-r !S r`,� ��-. dS 2. Fasteners shall be installed at opposing ends of the wood structural panel. i 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity _ ity of 490 lb(2180 kN). i 4. Nails shall be 10d common or 12d box double-headed nails. FLORIDA BUILDING CODE--BUILDING I`-�J " 1 A3to s�cd, CO�+.t�nunrl�f fio�+ � 5•b �®'fit. TOf f M`u' b .C6WK_S(Qe- 3!4'T G p�wou� CI�,,.P.�1�M4,,P 5010 W4to I0Jey p(t III �h 60o-C, DY• ,SCG " — r FIs7Ur >ifKltS( _ELG ttG� ate de t " � o F S ke,V413 ty�r. bolt' 62VVI► � 1-A%D P•T SYP z CD °" FL. tx,Llr.et- y I 211 tie.) I 44 C SZo;slMp so N", • 1 Fl. •To r tY•� ' ori �[��d F1.aox oljrLEr IN GfEAT 70JM ,G NAIL INSTALL 220 OUTLET FOR 50 AMT' �Be�(J Fkatr,4 P;('. ttyp " fly ia,p.T H111 rLID AT f EAK-5EE LOCATION ON r"""' FANS TTO DE STALLED IN GREAT 40;_? tit "ib P o 'curd at bl�c.I, Roan Afla MASTEK VEf7 OW MY Nis s P�•� T4 , Na P C 2 B)I o� c awtw►oti► WOO 4't s 4o wn. $ee deV 4 "L a &beet#i1 L"UAPI:A �W Caf"&r & t 4'hitn��� t+sorgfz ! . Tv 5 cc,� j` �ro � f av� fie. 1i � � n 40rjr - - +ae— CAD FILE NAME DRAWING N0, ORA WN BY; APPROVED BY: APPRmo ran LJG SHEET NO. DATE. ox_ LOUIS GABR P.E. SCALE- AS NOTED t'f 17/0 Z_ I 12- OF 1. Live Loads Roof------ ....___20 #/Sq. Ft., Floor - ___-40 #/Sq. Ft. SCHEDULE "C" *** ROOF TRUSS ROOF TRUSS GARAGE DOOR HEADER 2. Wind Loads RECOMMENDED STUD SIZES AND SPACING n Three Second Gust Wind Velocity Per 2001--FBC.._.__120 MP11: TOP PLATES (Importance Factor) -1.0, Wind Exposure" B" WALL PLATE HEIGHT STUO SIZE SPACING STRA(� GCPi= (+)ar(-)0.18 ( Enclosed Building) . 8'-0" THRU 9'•-•10' 2x4 16" x x 3. Components & Cladding Design, pressures; 10'--0" THRU 14'-0' 24 16" x Roof (Anywhere)- 50.1 Psf(Suction), 23.7 Psf(Pressure) x Wall (Anywhere)= 34.7 psf(Suction), 25.9 Psf(Pressure) 14'-1" THRU 18'-6" 2x8 16" L$Tp$����51j+tpSt7Ni (3) CONTINUOUS STUDS RAL STRUCTURAL NOTES: " " 19'-0 THRU 22'-0" 2x8124 THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2xIO 12" „ 1/2"0 GATOR BOLT REMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CSZO; 5)MpSON+ STRAPPING ® TOP RUCTION AN• OCCUPANCY. ALL CONTRACTORS SHALL 00 THEIR WORK IN CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL arg A qs 1 PER SPIFFY /12' '%LL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF TH STUD. '-4 r"- 0 n IF HORIZ. CONTINOUS BRACE CAPABL OF TRANSFERING SDH► S)mPSnN, :ONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOS EXIST, THREE (3) STUDS S T RRp MMENCING WORK. THEN THE SCHEDULE SHOWN ABOVE CES NOT CONTINUOUS(MIN•) x 1 APPLY. ACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, AS�,eS1M $DNI x PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" P TIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. x FRAMING SCHEDULE FOR OPENINGS SHALT. BE AS FOLL0 S FOR ALL LOAD BEARING WALLS I1 ?'•,.: DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWIN�S) Ix +UCSD WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET 1• ;.',: :• . r ., Ix ANCHORAGE TO SLAB ® BOTTOM TAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO 3' D" 3'-1" THRU 6-O" 6'-1" THRU 10'-0' • . MTS,) 3E CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ' ; ,I"1 . WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL � (3) 2x88 (3)2x10' (3)-2x12's UPPORT GIRDER I •h • � POST STRAPPING EXTERIOR WALL OPENINGSAN C :FACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB * USE TWO(2) SIUDS OF THE SAME SIZE AS I IESE OF TTIE WALL BEING CONSIDERED STRAPPING 0 TOP & BOTTOM EXCEPT AT TOP & BOTTOM )GOO PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS K GARAGE DOOR & OTHER LOCATIONS SHOWN DOOR JAMB INS TO THE DESIGNER PRIOR TO COMMENCING WORK. *= TWO (2) PLATES WITH A 1/2" PLYWOOD FIL ER MAY BE USED INSTEAD OF QE THE DRA STRAPPING ® TOP & BOTTOM ON SHEET WINGS B — THE THREE (3) PLATES MENTIONED ABOVE. #�� ANCHORAGE 0 TOP & BOTTOM RIM JOIST OR BEAM IE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND **= STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. (N 7.SJ <N 7•S•) ;E TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING (N.T,S,) UCTION NOTES: ROOF TRUSS NOTROOF TRUSS PREENGINEEREO ROOF TRUSSES SHOWN FOR CLARITY r� x „ T IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI .'r �r TDP PLATES GATOR NUT s�}►,"51MPSONi STRP�' 'E STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON .� • r ri �� x GATORxWASHER AL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM fY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 It.) BELOW THE BOTTOM OF THE FOOTING, rr.' rr=rr 5p Hi'S1�( SONS 67FiA S PAST STRAPf71NG ® TDP ( . .� e HURRICANE STRAPPING PER TOP PLATE MATERAIL• THE FOOTINGS SHOULD DEAR IN EITHER THE EXISTING FINE SANDY SOILS, r 4I. 32" O.C. �i� s SCH. A" ON SHEET /J j) r OF WALLS L REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING ILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED MAXIMUM DRY DENSITY (ASTM D1557) sir/ d"x d" OR 4"x 4"rgBT 'ING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, 1/2"0 GATOR BOLI �Nat1 RMS �'' �Ar.'S ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, PER SHEET 0%7j 1/2"0 GATOR HOLT 'INUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE L5Tp36,'�s1M PER SHEET #►Z :r.• DRILL 6" INTO CONCRETE ED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER 19 GREATER UNLESS Q 4 , NOTED. SPACE 32" O.C. i I POST STRAPPINr 1-.-•. ® BOTTOM CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. (MAX,) GATOR COUPLER 6" (N,T.S.) IGS (TO MAIN REINFORCEMENT).....................3 inches )N GRADE.......................................................CENTERED CORNER DETAIL L POST STRAPPING A AL BEAM AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR " --�-711& o&6 n o 1►- {NTS) TOP cit BOTTOM ARS WITH 2'-0" LAP SHALL BE PROVIOED. SHOE PLATE W/ SA C ox r,1 k� TYrt��1 OR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORTI I r� - S'fV (J�.r� S 1,'~R CSS �}�� " IG STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES ` E ENDS WHICH ARE PLASTIC TIPPEDOR OR STAINLESS STEEL. �� L �} r SUPPORT BEAM OR I� ORCING DETAILS SHALL CONFORM TO MANUAL OF STANOARO PRACTICE FOR GIRDER PER SHEET #►ill EXTERIOR WALL OPENINGS F 2X ZEI5'� �"��� 0-6 NFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. DETAIL D STRAPPING CO TOF & 80TTOM 1/2"PER SH SHEET GATOR BOLT GATOR -BOLT SYSTEM _ .,RETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS (N,T•S,) ?ETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE NGS" ACI 301. GATOR COUPLER STUD TO STUD STRAPPI G INSTALLATION INSTRUCTIONS S (N,T.S.) 1) DETERMINE THE STARTING POINT AND MARIK EITHER THE FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR 1/2"0 GATOR BOLTS SPACED ` 1/ "0 GATOR BOLTS SPACED I EXPANSION JOINT SSE TYp• �OUN�f1T10n1 IF "J--BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #IL . ADDITIONAL STUD WALT. I PE SHEET flt . ADDITIONAL RECESS SLAB 3/4'x 10" WIDE 9i cR1L� DFC ThtIS S1a;E.'1 ON THE HARDENED CONCRETE IF EPDXY P,INCHOR BOLTF NITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH I EXI'. BOLTS MAY BE NEEDED PER I } - _ _ tri�x7, c•,.,nJ; EXP. DOLTS MAY BE NEEDED PER 4 RODS CON ` C A7 GARAGE DOR T •u�,l !i ;:;yrn.X,:'.1 +:"a`�• "4' 1 - SI ( f m 1500 PSI ). SHEAR WALL TABLE ON SHEET #IISHEAR WALL TABLE (IN SHEET �4" CONC. CI AR w/6x6r10h0 W.W.W.W.F, �)► I 3.' �" 1i kPDXY Gj tf T— _ f 1 e )=',�. ?' i•lrri �4�'�.c,.• j- ;..ryx)0j LG W .,I ;a " r TALL CONFORM TO ASTM C '0 e"'0 BF OF "^r MORS y - epi--- ---� %I t` • T`'� f ' - _ ___ (� 2) CORNER LOCATIONS SHALL BE PER DETAIL L' CIN.THIS .. - �.�' - :�4�. I }•.,.-._ (f�' ' •-Y i.CL- a ISu'-' Y 4 , .i'Y I� STUD WALL f- a SHEET, JOINTS REINFOw"rmENI SHALL tit- CALVMIZ0 TRUSS-TYNE WITH — gAl10Ns.3, INSTALL COUPLERS WH WASHERS & NUTS ERE REQUIRED T ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In. D.C., -�� I 6%6x10/10 W.W.F. MIL. V.B. OVER CLEAN, PER DETAIL '"J" ON THIS SHEET AND PER [MANUFACTURER'S I 't - PER DETAIL NG ELL COMPACTED TREATED FILL I r.. '�.E: .. I CONCRETE FOOTlN� // FRAMING SHALL BE SYP i12 AND INSTALLED PER AITC AND 7P1 AND NATIONAL ?E I _ IFICA710N5 FOR WOOD CONSTRUCTION. N _ 4 RODS VERT. ON 48" O.C. h AT CORNERS, .1: VERT. RO 5 SHALL BE HOOKED 6" INTO I �:: I t� FOOTING 0 BOTTOM AND 12" INTO SLAB rq� )'- t.;'' ((2)-�5 CONT, HooKED I TURN DOWN SLAB DETAIL BOLT RUN DETAIL TYP J URAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: A :(. TOP. R HORIZ. REINFORCEMENT, USE I • + & TIED A7 CORNERS I LUNGER LAM. VENEER LUMBER ;I. 9 a, HORIZ. JOINT REINFORCEMENT �_ MIN. 18" I ® GARAGE 1120 PSI Fb = 2,600 PSI 'I I` 1 �� ON 16" O.C. (MAX.) I - 90 PSI Fv - 285 PSI '. I-�—I 1� 565. PSI E = 1,900,000 PSI k k 48" MAX.) OR I !LL , I 20" 1,455 PSI CONSULT ENGINEER < < ,f *� 1,600,000 PSI '� I BLOCKING REQ'O. LL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, TURN DOWN SLAB DETAIL I BETWEEN OUTRIGGERS 20"(W)x 10"(H) CONCRETE FOOTING I 20 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER AS SHOWN ON THE ORA'NINGS• REINFORCED W/(2)—Q5 RODS CONT, I EXCEPT 0 GARAGE 4" FROM GABLE END ®48" n.C. r--HURRICANE CLIP H--2.b CONI Teo SCAB FRANAILER _ L 7/16" STRUCTURAL. ROOF SHEATHING AU—HANGER OR EQUAL O 48" O.C. BOTTOM CHORD TO [EMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE 2x4 BARCE RAFTER CONT. FOR X-BRACING O 8E CLIP FOR 400 lbs. LL BE PRESSURE-TREATED, TYPICAL FOUNDATION DETAI {� exgxto/10 W.W.F. BOTTOM CHORD of COMMONERAL SHEAR 5111N046 STRIP TRUSSES ®24" O.C. SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH , "d ` '' , I FASCIA BOTTOM CHORD OF OAeI> FASTENING SUBJECT TO MOISTURE SHALL BE HOT--OIPPEO GALVANIZED TO ASTM H."Jen w>H".t.4 �tn�,Ys per sneer �! •- .; :.• I I 12d NAILS ® END TRUSS 2x4 X-BIIACING NsiSq•swco`, '' tl.G. STOP CHORD DF DABLE END (3) ted NONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I,S.C. SPECIFICATIONS. - (2)- 5 RODS CONT. I TRuss DROP 3-1/2" DOUBLE rnp PLATE BJECT -10 MOISTURE SHALL BE HOT--DIPPED GALVANIZED TO ASTM A-153-801 '% le"-•-� I 2'-0" 2x4 SCAB CONT. TOP TO-�� MAX. ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 20 go. 24'long INTERIOR STEP DOWN DE=TAIL BOTTOM OABLERG 8 Lt ( I OPENING twisted strap.IMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 I nNWS (P 112, U05 -. — — __•_ —.. — _ .-. -_-. — — .— ..-. ._ — _.. — - GAT)R BOLT SOLE PLATE SHALL BE CONT. 2x4 SCAB FROM TOP TO 2x4 BLOCKING RI 4a" O.G. B&Tv/EEN BOTTOM CHORD O X—BRACING GABLE ENO TRUSS AND FIRST ANCHORED 7Q SLAB W I I (PROVIDE ADDITIONAL 2x4'a AT 2x4 SCAD IF VERT COMMON TRUSS / VERTICAL IF HIGHER THAN 48" 16' 20 STI DS 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT I I To FORM AN "L" SHAPE) CONT, 2xt4x8' 2 SYP. LATERAL B" — MISCELLANEOUS FASTENING SCHEDULE 0 16" .0. PER SHEET #11. . ADDITIONAL � 1 oGAlrp s4Y EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS (TVP) I BOTTOM CHORD OF BRACE ® xy0,0. ISOMETRIC VIEW FASTENER NUMBER OR SPACING 6x6x10/10 W,W.F. SHEAR WALL TABLE ON SHEET #11 A X—BRACING GABLE END TRUSS (3) 12d NAILS SHQ4VINQ LATERAL E)RACE T4 TE TO STUD, END NAIL I6d COMMON 2 L-r-rI9 ilk psoiP. GABLE END TRUSS ITE, TOE r:AIL 8d COMMON 4 HOLODOWN _ (2)-2x4 TOP PLATE --PLATFORM FRAMING-- ,CE NAIL - 10d COMMON 24" O.C. ¢ e y;, . 'y. . * l CONT. 2x4xe' #9 SYP {N,T.S.) (2)NTT22 (� NOTE LATERAL BRACE 0 "O.C, 2x4 STUDS 18" O.C. :S, FACE NAIL 10d COMMON 16" O.C. SIM SOW I ;s;•• ., :- • ,�; .�. _ UNBRACED LENGTH OF X-BRACING MAY 24 "0Ln0 > ' T. • ' '` NOT EXCEED 10 fl., IF LENGTH DCES 2x4 eLOCiUNo ®q8" O.C. }- ' ` n ,, 1N0 INTERSECTIONS FACE NAIL 2-16d OR 3-10d COMMON ,J -I I ��.14&A af(�.{se :R, TWO PIECES 16d COMMON 16" D.C. ALONG EA. EDGE CONCRETE SLAB :y'!' • EXCEED tD tt, ADDITIONAL SCAB IS REQ'D, BETWEEN GABLE do FIRST TRUSS CAD FILE NAME RODS CONT. CnNCeET[ CLIP 0 49" D.C.. CUP MUST Sud �'-- 20 --� PROVIDE: A MIN. 400 The OF SHEAR. :L GREATER sHEATHiNc: PLATFORM FRAMING DRAWING Na, T GREATER 6d COMMON 8" D.C. EDGES & ec.•"''r�• �''•I '.<r.•: INT RIOR THICK' SLAB DETAIL H e" D.C. INTERMEDIATE _ ..• �'.. •-"••<' '':`=%•�! .� ;... A�.•�',. GABLE END ' GREATER Bd COMMON 6" O.C. EDGES & F DRAWN 8Y: APPROVED BY: 12" O.C. INTERMEDIATE Derail "B", Jamb strapping Detail '"C" Jamb strapping, PLYWOOD 8d COMMON 6" D.C, EDGES & @ top & Batt, © top & •Bott.• MISC. FOUNDATION DETAILS G APPROVED 0W. LJG SHEET Na. EFlR WAL.L 'TAgLES 12" G.C. INTERMEDIATE - - cNT.sa DATE 02. LOUIS AB P.E. EST 6 11im- ((N.T.S.)) SCALE_ AS NOTED 4/16/o z_ � � OF i Effective. M&ir h 3, 2002 PRODUCT LINE RAZING(last) SIZE(in) M40/50•--SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SIS +50 -60 53•,:63 High performance single hung +SO -55 53x763/4 +35 -35 53x96 TW—SH +50, -50 53x78 Tilt sash single hung +35 -35 53x96 TB—SH X50 -50 53:96 Tilt thermal break single hung MP—SH +70 -70 53x78 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider RW XHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 M2/3/4/5 SGD +35 -35 4068 panels Standard sliding glass door x-30 -30 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-1/21'Sill 1\42/3/4/5 XHP SGD +55 -55 5080 panels Extra high performance sliding glass door 2-1/2"Sill 5' Ovide panels not available in M3&5 Revised: 04/04/02 CAULK BEHIND ~i N V TU ,r•, -^� V00U BUCK ANCHOR CONCRETE DR IIASOr,RY 41anOV fill .1 VI DTH 11 By all INS fRAlllf✓<, NB SCREW 14STALATION AI1CIIpR '�•- OPENING BY OTHERS - CDuCRETC OR MASONRY, UIDT/i DY OTHERS 9/16' DIA,CONCRETE �_ I-1/0'111t1 EIIBEOMENT •=7--• OPEIIItIG BY OTHERS D 511111 AS REO'°,AT EA,SET Of 14S7ALLAIItlH AfQHpRS USING LOAU BCARAIfi SIPHS. 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BY OTHERS DUCK 8Y VpgD 27 910 1REW 1111.AL ATIO N ALLOY 6067. $PACE• [ S1fEATNll114 6 MASONRY OPENINq BY OTHERS V/LOAD EXTERIOR •� )Vq BY FRAMING / BUCK BT pYIICRS 71 pl4 5[RCV 1110 IUD AHLfiPR3 m C aE DF SUYFICIADC IRIS TAT TA AC.ils, IIIN,111b1PlEl1I UP TO 70PSr FINISH BY BY D(IIER$ I ]/4' HI14 BEARING$NII/ IF 1.11 U'IH)p lVp BT WOOD DUCK.C0 i[RE7E SCR[V A,ICHDRS AT SILL 71USY BE 0'SUF1'ICIENT CALL WINDOW BUCK BY Oi1iERS •w•2' l7YPJ a:=a•I INSTALLATION ON Af1CNUR IIISTALLATIUH ANCf10R pPCt11NG& I/Ogn BUCYA 41 lu%AI LOVABLE SPACING DE iVCEN 010 SCR[1/pr1CNM5 AUD CDNCRCRI SERV AIICfORS lA BE 24• _• �I71 SIZE -[I AD SILL E EA.JAM9S OTHERS --EIIBCntICNT x10 SLREV LTYPJ CAULK BETWEEN WOO DUCKRY LEtIAX All 70 A[HI[VC ION,CNBCOH(NT tlE REE IH70 S A140sok,Y DR EIC SCREW RIO SCREW (TYPJ 5) u1E LATEX CAl1Lk DA EOUIVAt till FOR PCRNIC7[R SEAL ARDUr7D ExiCRIDR OF DOUR BY ONIEI)S. 2014 23 7/O X 2 1 2 2 2 48 SCREV ~�1C, BY 01HERS tlC.11AX. 2030 23 !B x 35 1 2 2 �` ✓' SH314 AS RCO'D. / / 2 2 INS TALLAT Inty 1// LOAD VDOO BUCK ANCHOR 67 IF EKACY OCIOR Sim IS HUT LI57CO 111 AFICNOk CHART,USE ANCHOR OUAI,IITY LISTED SNJU t1EKT 2035 23 7/a x 43 I/2 2 2 3 ANCHOR BEARING Ff11H SLIDING gLASi � 3/16' DIA CONCRETE LAR6CR SIZC,FOR THE APPRPPRIATC I:C716H PRLS SUKC RC0'B. 2044 23 7/5 X 51 ,/2 2 2 3 _ A ,. DOOR FRAME SCREW ANCHOR BY OIH[RS 7) FOR POCKET DOOR SITES USC CLOSEST BY PASS DOOR SI7C L CDIYIGURAillpt 7q fiHIS,I DPEIVIdG. 1/4' MAX. JAM[ PLACE COhCREIE SCREV At1CHDR5 lH FRUIT DE H00%S,RIP A$SifOVN. 2050 23 7/a X 59 1/11 2 2 3 — ....�_� - _ - 01 CLASS IHICKHESS NAY VARY PER RCOUIRCHEHTS or A$Ifl 11300 GLASS CHARTS.SINGLE GLAZING 206Q 23 7/U X 71 1/2 2 2 4 SPACE Aly •`--'--' IS SHO)/N I,ISULATNIO GLASS IS ALSO OU,40FIEU. 2070 23 7/B X 83 1/2 2 2 4 1/4• MAX. 91 JAMB,SILL CORNERS Alto ALL ANCHORS 7100uGH SILL ARE 10 6E SCALED VIII A VIALL_IU11f7 1-1/8' IIIN. Stilet SPACE SCAR SCALCR, 101 ALL WLSTALLATI°N AIICt=S HOST OE 11AUC Oi CORROSI011 RESISTANT 11A1CRLiLS. - 2424 1J 7/e% V7 2 2 2 �` - EItBEDNCIIT / IN NOT ALL EENFI6URAna1S LISTED ABOVC ARC SHOO"ON THIS DRAT/TNG,HO11',Lfl IIISTALLAIION / J� 2' CTYP.) EEL1uH1JC,S(LIJtlIL;d�6 Up(1�5IRI£-ItE19n.APPLY lO 111S7ALLAFIb,0,ILL C0161Gu0AT10HS. 2430 27 ,1a%35 1/7 2 $ 2 EXTERIOR 12) .'NCO RI[S HARK 2 SLI GING GLASS 0 IS SNO4ti. TH{S PRN" AL Sq APPLIES TO HARK 7, PERIMETER 24x4 27 11a X 51 ,/z 2 2 3 CAULK BY t tuti T{7q Br f � 2438 27 y/4 x 43 It TURK 4 L HARK s. G18CUFIEHT iDOU BUCK 2450 27 1/a X 59 V7 2 2 3 giNERS BY OTHERS 71_— TEMPERED GLASS-- 2460 27 7/0 X 71 1/2 2 2 4 FIN FRAME m FIN FRAME JAIIB EXTERIOR FINIS" 2470 27 we X 83 v: 2 4 HEADER BY OTNERs EXT.FINISH- A INSTALLATION ANCHOR CHART 248.0. 27 7/a x 95 v7 2 - BY OTHERS ��TIs14 �- 31 7/P X 2 1/7 2 2 s SECTIONPCRIHCTER CAULK j PERIMETER CAULK 1-114- HIrJ _ 7110 5GR£WS IN 3/Lljj' UTA. CONCRETE Ml0 S(`RCl•/S EA, BY OfilERS BY OTHERS '- MBCDriCNT 2830 31 7/3 x 35 1/7 2 2 2 MERI,IE'IER CAULKCALL OVERALL FRAIJE HEAD SCREV iN FRAME SILL_1HM8 a. HOOK STRIP_ 2838 31 710 X 43 V2 2 2 3 BY OTHERS SIZE SIZE up TO 46 PSr 61 PSF UP TO 46 PSF 61 PSF UP TO 46 PSF 7Z FS PSF 2644 31 ,/o x 51 in 2 2 3 Exr1RIgR WMIDOV TD iD Tn III TO TD tiCIGf1T EXT.TIIJ1511 F 60 PSF 7D PSF a5 E6f 60 PSF 70 NSF15 P$(-60 PSF^ 70 PSF 2650 31 ,/D x 59 ,n 2 2 3 umUD)r BY OTHERS - -- 2860 31 7/a x 71 In 2 2 4 VIDIN 5068 XO.Ox,XX 60-11/16 K 00 3 3 3--- 3 3 3 3 6' 6 2870 31 7/6 X B3 1n 2 2 4 �' SLIDING GLASS 1/4, HAXm SOW X0,•OX,XX 72-11116 H 90 4 4 4 4 4 4 7 6 6 2880 31 ,/0 X 95 7/ 2 5 DOOR FRAHE "91'--"S.G.D,VIDIfI t� - --' SH114 SPACE 8060 X0,OX, XX 96-11/16 x HO 3 5 6 5 5 5 3 6 6 �4— 5 7/0 X 2 1/7 2 2 2 HEAD 06 % %, xX_ 0-)/ 0 6 6 6 7 3 .,�j, 6 3g30 35 7/a%35 1/I 2 2 2 -- 160 x =tT u O 6�- 6 7 6A4 6` SILL S70uL o ° �a SECTI C! 12060 RXq 145-518 x BD 7 9 10 7 7 9 3 6 6 3038 35 v,l X 43,n 2 2 3 BY OTHERS 5D6B pxD BI-5/8 K Go 9 9 �U _ )-__ 6 3044 35 7/9% 51 1/2 2 2 3 FIN FRANC u p 64L1$1115 6rag"I XX% X � �/ 8 6 -�-- T ' 3050 35 7iP x 59 )/7 2 2 3 SILL 011011 1206B uXxO,XXXX Loa-ll/16 KBO 7 9 10 7� 7 8 3 6 6 HEIGHT 3060 35,/p x 71 1n 2 2 4 24'LIC• __ 16060 OXXO, X%XX 192,11/16 K 90 10 13 15 9 10 12 3 6 6 3070 35 7/4 X 83 1/7 2 2 4 MAX-(TYPJ h- 20060 qX%p. XXXX 2.10-11/16 H 00 13 17 9 N 14 16 3_ 6 __ 6 3000 35 7!0 X 95 1!t 2 S PERIRETV? ° o 6080 4) OX, XX 72-11/16, 96 4 4 4 4 4 4 b 6 6 5�2 39 7/a% 27 1 R 3 E CAULK DY 7LIIPCREA 1-1/8'!Illi / GLA55 (TYPJ NS7ALLATION ANCHpft BO80 Xp,q%, X% 96-11116 u 96 5 5 6 5 3 5 6 _6 6 3430 39 UD x 35 In 3 3 2 p7HEfts l WINDOW EAUaI.LY EHBCDNE"T — 3438 39 r/4 x 93 Ip 3 3 3 APCCC�)S 010 SCREEN OOD 1 11! 9 7 9 �-�IU9-578-N 9� fi 7 �6— 6 6 6 W /IEIGHi 12000 0X0 145-5/0 K 96 8 10 N 7 8 9 6 6 6 3444 39 716% 51 1/1 3 3 3 O (7YP.) CAULK BETWEEN 15080 Oxq 181- /B H 96 ID 3 3 6 6 �� 1 9 1 A_—.._.-.. 3450 39 7/4 x 59 In 3 3 3 tea'nAx vgpD FRAHE L T"O xx , 1 a 9s 7 s i - 6 3 3460 39 Ila% 71 111 3 3 4 �- SPACE / HOOK STRIP !2000 13 XO,XXXX H4-)1!16 u 96 7 1tl It 7 B 4 6 6 6 3470 39 Ila x 83 Tl7 3 3 9 16000 OX%0, %%X% 198-11/16 u 96 11 li 17 9 12 li b 6 6 34L0._.__.n-ILL 95 in DB JUSTALLATUDI Two DY VOOn _._ 2DDgD nxxD X%%x 240-11/16 A 96 14 19 22 12 16 1B 6 6 6 3824 43 7/D% 27 1/7 3 3 2 ANCHOR SCREW ° ° _ _ FRANC BY DIHCRS ,a 3830 43,Ya x 35 I/1 3 3 2 -- 6- IIA::, _ —•.-• 3838 43 7/a X 43 in 3 3 3 ° ExiER1oR 0 0 '-0 (TYP.) 3644 43 7/a X 51 1/2 3 3 3 FINISH TVD OY FRAIJING -�- DMI Fl GLAS BY uT11ENT BY O711ERS pq(1R FRAHE 1' H)tl. SLIDING GLASS—, 3850 43 ,/D% 59 VI 3 3 3 E14B[011E11T 1 - � SILL A pgnR NOOK STRIP _ 3esD 43 7/a x 71 in 3 3 4 3870 43 ,/0 x 83 1/I 3 3 q _ 3880 g3 7l4 x 95 v7 5 2 40 24--" ai 7/a z 26 1/1 — 3 3 2 SECTION 1 6•MAX,(ITP.) — a-- 2 SHEATHING 4030 47 ,/a X 37 in 3 3 2 NOTES. (r- p l-� BY INNERS 4038 47 7/a# 43 117 3 3 •3 1)WillOGY1 FRAME iWERUL: ALUMINUM AILD•( 6D63. LLEVA f ION " • EHBCDMENI •_+-- 4094 47 7/a X 51 1p 3 3 3 2) 98 INSTALLATION AIICHORS MUST BE Of SUFFICIENT LTH. TO 1-1/4• MIN. EXI.FINISH EXTERInR ELEVATInt 4050 47 Tn x 58 1/7 3 3 3 ACruEVE ARM. fAiBEOQEHi OF 1'INTO FNAMIiIC 1JEMBER. BY OTNER5 E: t31CIBL- V9IIIILI 4060 _ OXO DOOR SHOWN 47 1/4 x 71 In 3 3 4 SPACE da SCREW ANCtIORS W FROU CORNERS& 24"P.C, VIEWED FROM EXTERIOR OXXO, XXXX DOOR SHOWN 4070 47 7/a it B3 1/z 3 3 4 MAX, ---PERRJEIER CAULK _4000 �]� ,� 3 5 3) CAULK 5011110 WINDOW RN AT HEAD h JALIBS Wall DUO-SIL TEMPERED GLASS BY DIMERS - •^T--•••'-- -^ --- -�_= =+-+•�. AOIIES� CAULK OR APPROVED EOL. APPCICATIOII DF DUO-SIL (TTP.) -4-4-24---�51 714 K zfi,n 3 3 _ I<INCOm„Ll D. ADHESIVE CAULK MUST COMPLY WITH SCAWIi IANIUFAC7URER'S - ---• ---^^ •• SE'S SILL 111 BEp--• 4430 51 71a X 37 1/1 3 3 2 RECOMENOATIOHS. 00 NOT CAULK BEHIND FIN Al V104 IV SILL. _ OF CaNCREIE OR CAULK tenni, STRIP DETAIN• JACKSONVILU, FLORIDA 4436 51 Ila% A3 111 3 3 3 4) UE LATEX CAULK OR EQUNAICta FOR PERIMETER SEAL AROUND —' p1\ S'L 45 OLD ICINGS 1IDAD IHSIALLI IDCi ANCHOR SLIDING GLASS �r 4':/ 41 7 _ �_� _-...� • d_. - K I 1 1 C Ll o JACKYOIIVILLE.flOR10A 3015d / IITIC• 4444 51 Ila X SI ill 3 3 3 EX3ERIDR OF 101DOW BY OTHERS. 1 y 7/lb' pIA. CONCRETE DOOR FRANC -•' ••+? SLlpltlG GLASS DOUR I//TVI BY l/OVD BUCK OR FRAHE 4450 51 r/eX 59 In 3 3 3 5) IF EXACT YPNOOYI SIZE 15 IIOT LISTED W ANC110ft CIURT, U5E .. _,4�-• rw.•.,+'ff+ - --- •- ---- SCREW ANCHOR (TYPJ JANE _ .rtPic� 4460 51 1/D X 71 In 3 3 4 AtICHOR QUANTITY LI5TCQ WITH NTXr LARGER SITE. ` v F�J>'�r:., --" TJ(LC' INSTALLATION DETAIL VnOD ERAME nPENIMG EgL,tRc7E pR_ 1• / OP[MItJG HX / %X / pX0 / OXXO R XXXX 1NSTALLAYINh!_REIAII_ 4470 51 I/4 z 85 i!z 3 3 4 6J GLASS TYPE A71D TIUCICNESS lAAY VARY PER THE RE4UIREHEIlIS - '�'Y, - 2 44p0 51 7 a x 95 3 3 5 DF ASTM E13aD GLASS CHARTS. SItICLE CLaLIJG IS SHOWN, 4_ .. - _ FIN SINGLE HUNG WINDOW 1.140/50 & 1440150HP MASONRY OPENING [IGtHCER' MANUEL )IARTJNEI W ° L DD- °n7u 12/4/til ! I/7 INSulSIM GLASS IS PLED RTS. SIE0. - [iicln[ix; Dela `•"oiTu BY OTHERS / ' `/� `:_ - --- -- - !-+, I DISCIPLI/4. r,•SCALE• DWG.1.'0� -- -- MANUEL MARTINEZ IJD 11/UElDI V _ p CIVIL_ IV,T.S• i0AKgg7d' 7) FACTORY PUNCHED HOLES IH FiN JAMB DO IIOT REOVIRE '� PI IPw1u - '- """�"— I�ACiT" orrbilAi"��•" C-i- I l - � � I4 RCO tm�� '�~A� REV.LCIIElt; TIa:CI. INSTALLATIOrl SCREWS. INSTALIATIOII ANCHORS ARE ONLY RE4'Di. CIVIL i4.T.S, ItlAu04S7Y •.•(� �A•Y, ❑X, XO, XX DOOR SHOWN 47182 1171 IW 711RU Fill AS SHOWN 001 THIS SHEET. - ---- J.• !l.11[0.110: V�i[NCR1 5117[11 - .•. . nF 1 - � l - - _ - - 114 rl 5k 2 BY WOOD BUCK 910 x 11/4' MINIMUM EMBEDMENT OR I/ 3/16' PFH iAPCONS WITH 4,563' 1112' MIN, EMBEDMENT GYP) r UNITS WL K 14141.0 DAY Al JAiDS PROTICIEO 11Y A CAM Ok (2) PER HEAD JAMB OVERHA)�SIKH iml THE ANGLE K10 ik EDGE OF CAfPY ROWN i0 SILL 1S LESS 10 6 190E MESS MIi IS iNSiA1.10 IN 1/4' CAP MAX, N�t-HABH KI AREAS MR mil mofNE AREA ARE SIGNED III ACCEPT VAiER ifff1LiRA110K 750' Mr -76 osf•1 ,'� ,; ) a MATERIALS LIST ' O IiEN Na Dimino PART IgkKR MIS o ' ' WAD HEAD JAMB EW-i2 /4'z 4 9/16'MIL. TO BE W 0 ' CEWPRESSION VEAIHERSiRIP 0 . � 3 . 1 EV-10 4'x 4 'NIL. To BE ywo O FIXED THRESHOLD )4 ) 11P CHANNEL EV-05 i 8111/16' INTIRIOR79 5/16' EXTERIOR © Si N 26 a.(1011 x,002 40) 4IKUSiHi61Nn0N MAX �1PIYUREIRE FOANBASF MAN- DENSITY 2.010 2.5 Ibid 80f ION CHANNEL VOOD LOCK BLOCK EV-08 j,VIpF 0 VOOD STRIKE 5111.E EV-07 111/16'X 5116'K 19 5116'NTL,10 BE VOID 1 � VOOD HINGE STILE EW-06 111/16'K 15/16'X 79 5/16'NIL.10 BE VOOD LOCK FILTER PLATE EV-09 .050 THICK PLASTIC ' 7 ' 'HINGE EV-15 .091 MICK MEET) " ` 4 ® '1 VOfID-HINGE JAMB I I/4'x 19/16'NTL, 19 BE VOOD O 110 x 3/4'VOOD SCR VS (4)SCREVS PER HINGE © 119 x 2'FUS. (2)SCREW$PER HINGE APPflOVED�S IY 10 IN fNVd V I Vi-DN oof(t; a marr xr m r xvr lu Ku xv 'ffN I � NI m runt I(r NXI 1.25' �Imla s r ,Gx /�,wo © YIO z 3/4'FH,W,S. 10 SCREWS PER HINGE 18 x 2'FAV.S. 2)AT EACH STRIKE PLATE in 1 iWOO� 0 . IgCKSET SO BRAND 2%LEK OAK CUR HOOIFICATIONS 8—am JD 2 BY WOOD BUCK twl&110 011,EIS, BC F OAK COUNTY NOOIFICATIONS 81310 JD (1IO m.R(SI lglfl,Ilt EfMI Ip S A Am PAGE 4 a STYLES) 9.61 RS 1111_ ----------___.-__ ----- _ ._-...�----_-1111 -- —_- - —_ _._ —--_ . _._ _ 1`0 IWCI ENERGY Vono EKE 2111 POOR M x 11/4' MINIMUM EMBEDMENT OR a V R1 1 BAT[ i--R-97 lilt, aE{ . 3/16' PfH TAPcaNs WITH PREM�dR LNTRV SVSIEMS A SHEET � �� � 11l2'M1N, EMBEDMENT (TYP) ,INS WING (2) PER HEAD JAMB PIIiSB�6,KS 661b2 OTHER DOOR C C . 4•MAI( 4-MAX /•Wi /-MAx ... 3•MAx- T •M.x 6M ]/1•Mwx 4•,� MAX14• 1•MAx 4'Wx Wx "MAX INTERIOR lT r r-."wX "Ax r MAX 4 MAX is MAX r WAX Is' 4•Mwx L IA. Ia MAXac MA MAX MAx taa•MAX Ilu'X-111 I 11 3l 1/4• 37 1/2'MAX 19•MAX ..!L-4-MAX 17' 17'NAX MAX 29 3/4' . ar Y aL. MAX 3/4' 1 Z9 3/4• I] MAX 35 3/4' 11,9% d Ba MAX 1!51 13-MAX X 16 O MAX - 0 r 1 \—"*-1""X _ laa4 X �w/16• a 17�X SMIM MAX422 % 4 6 12 19 IB IT MAX tT M•x ; - �..`.Sf.•4.r'S' ••I.pG'•4�µsr7.• / ac ac37 va•Mwx 13.1.1..iS- I1 - MAX 4"W% II- IS•MAX t•MAX 4 9/16' 16 6•WX 7•Max I Cc- 7•MAX 4• MA.---L ].MA ]'MwX ]•wx 1 Wx'I I-wx-Il F37. 4•MAxA.MAX iMA% w•M% �MA.x 13•MAX 4-MAX---J aG4•-9 SEE GLAZING AETe1L MwX 1•WX IS'rax , laa•Mwx ac 7 6 MAX 4 WX _ EXTERIOR ' 4-TMX /•MA% 1 1/4' 4-Wx ]•MA 3'Wx X \ 1y0.�.X Q 9U 11116' 4 MA 1S• r WX 14 )•MAX M.% MAX 4•WX M4x Ole tri X.• •-HA-JLx13. MAX l _ _ S E C T L O N A-�A Y 13•Max INSWING 1,,/ T nI OTHER CONFIGURATIONS ac x 11 VS YV 1.1 VG IS-MAY ~MAx'-•��MwX I GLAZING DETAIL ' 6•MAXf 13'MAX ]-Wx 3•Max 683%4 69MA%4• f_ 37 1l2- o eaMIAI 6 4•Mwx SViERYU1 vILLIu1S HSM �- "% Q 4.n.x EXIERMR GRACE LATE% CJ11Ax 13•M.x ` 1 3. EXINWR A $ I3•MAX a y�, x - , LlMIfS�IlitSS(�(E0,FAAC. DEC k(+ �•�s (L"t 1 II EXTR t9LESS OM 5ra aw,ip.5 E a.ac rni n wsluf oMs MAX MAX MAX FNGINEFR; l(R V 306 UA 9T 7 AaCEa PAGE 3 0 9 IP71DM) .r 6•Max r MAx l.1 :ati?er3c4�r:RlrtiGYTTHTNE PART NNE' - JU(1 � uleausutaT n1m11.m1 A 4•Max r MAX "�'X �•"�` 0 a8 In --11-01 Mm—di:.. INTERIOR APP;.uyc�liLG.IPI.rI)r'A1)HTHE 1 murLaxn( )K 4C 3•MAX Jl�rl•iJ� L �•�� .•:•'Y',i:,;.. �j OUTH A I A97 01K1t!fit CAi1pgAfld[i •r-u u 3•MAX ('h'r .ty 1/24 oA7E " r 4'NAx ••MA% 4•MAX rY P MDUR ENTRY SYSTEMS 31-1020'. f= :.-:I GLASS BITE 9 a oLp,,,,s,� M N 7-R9- I-Iozo-Ew-1 HiS 4-Wx PROD;r c • CLOMS&I 911 E-EF(i1tS�i SHEET•5..pFi aueowccao�cauPtw)caaFFlce MI aunz Sr�E r 2 uF 6 ME(�\ ,^ t 8'Jha1NGG�C[uAALLtw:.t~OFFlCE Pit Ism,CS.66162 ._:- •• •. I/0' IEHPERER GLASS ` E FCLEPiatICE MO S Q. 7NISi1p1,EEfµF, ACCEPTANCE Ha. dTfu v , y •,