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BEACHSIDE CT 1852 , I ' + I - , I ��- N1 Tp 5v ntS ` + lC� rpc SrM�Go�( MST"2/J - -- - rQ° PL . -T.- a cacti s ra�- .1�� � ST AP 1 II ----- - _ . — - •-_-._.. _r' .j _ pa -- { S I 4% CC P'J i'� I ----- - - I1fl �� lOtL li I� 1_.__ 1 _5.�+ ---•�.� _ _- _1+ f f .,� I s_- - - - _ .- - - •- - - - -- -- -- – �A_r'_ l.o E7Z _ :.. � �I ' '� ' I p S 5 +•�pSo,J `i j j, i I l i '\ I I 1 I 1 �I , -- ` � � lis Sln•�P4o1J /- !/ Zr�t48 } I �, l� Zp� SutFso.J L1ST'��� � z � S,K�c,,.1 �` -- -- - .� - r i EXIST GARAGE FE- oQ'' t - I — BAccooiJ F,2AME vppE;?� C 3t ei1�KlAu 6TUDS 0 I NAIL ALL 1/2"CDX WALL SHEATHING w/8d COMMON WIRE NAILS @ 3"o.c. EDGES AND 6"o.c. FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. NAIL ALLY 1/2"CDX PLYWOOD ROOF SHEATHING W/8d COMMON WIRE NAILS @ 6"o.c. EDGES AND 6"o.c. FIELD. DECREASE SPACING TO 4" o.c. OVER GABLE ENDS. � f J Zpr1S SINQSo►! MST2rJ j 6mA,� rnort �c►i �.t �tL 5►M�SoA MSTZrJ - • I TV A, ---_ t•7 _--- 4IT-- F-N EN -t ! t ' (b.32"0•L. F2oM vQpETL v.1Au. 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E'K.tSTiNC� �/� tSFf E� Ft t.ra/�Caz co coST• v 7f2Ec' �3 W"LS •rt) M-LO K/ /la nn P - �� �-$ tip/ d W Fb2 1A16T-ACc-4-x10 J OF 1 c S ����( KoAo Po1aT—a�#JT1d000S ZPcs MST Zrl tiny 20 - It'o4 r ? Q ,jC Sltitpson/ f�3 c1-!p �-r cTT�cr� 1ti/fc>`!02 ��� �r v �-Tz. ~ z 1<1aC* posT 4 K�- I� Pp z�xs MsT 2r1 tn<� w D;Z1LL- 4AIa c��ar.� ToP r�,�rE' i�c. H 3 w/ S rl'k A4!�510AJ _� _ / o----___� o_- / , S _. n - rT1Ds 0 � I Pe- S T Z'7 -z O or- _ $" r �"� WeDce- vJ�s ^rZ. s c� ��-"o,c . 4tJ�EZE- &ARA(aE 1�tZ 1- r.�rz. 'SUPP P srvvs 3�� ktsr z'7 k// zo -l! _, N Z ___._.�__.___._- -.. _-.- .__ _____.___ _.-_ ._-.._.. 1 S G S �� 4 , �/G f(C)IL r--d LT"S F- /4'0 7- p 'F QPPz� sror'5 Ipc P4 Co w�lo- /nd xii�"6 3Z"o,G ,p z YD ,p �vdLE' o GffT�" � — 1� O SSP� rck I�j..i-- J tJPT �TcJD� L 0 STt1�S f PG N15T�-�j yc1�20 - / ® 3 Z !p r G. ~ 5 Aon /z cDtir p�y,�/oov k/94-1- -SWC;g7-1111L Lo t�clrE�. Sry oS. c,-r-r RM _.. L�4TC - �PGG, Ov z Tt7 1A/7E'7-/0r, F•f7r_a- ©F E'kl Sr14, W1714 �-3 _^w�8=�c� � I � o. � E7?c4� 4/DE or`- Does ope.-iji 1G 0 o r (o �av�1 DR T7 0� PL 'S11G0 ' Slag• 3 ,,�1 ��g'i{, Lo'�'� /Co 7 AFI t7�a�" --o'' ,;,�,l�� 4 •��• o-bT t p` t Cp /F,�C F1�1'15 f9 LC11� .�' 44'e-1 o/Z NAIL ALL 1/2" CDX WALL SHEATHING w/8d COMMON SGP3 Sop 3 __ ._ r..._.__._.____.__..._._..._.- ._ ..-,._..._._....__.. .._. .-_.._..._._._..___,—._.___ _'1.-�z�..._. .ILS WIRE NAILS @ 3" o.c. EDGES AND 6"o.c. FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. KttiJv �ST �'aV fJ AT v� 5A MG:- A 1, "4-�rK c>��'• ��+� --.__------- N401--)i z ►4O FI 1 d S A EYlHT1 &k.i� Co5 �t G(-�T � T nlC� 19 O — CE Cc 0 W O Q U Z L W z z> O o O O co Q —� CY W W Wz m cc W O U Q U D U z Z W Q O F-• Q U Q _ W U DRAWN CG � CHECKED DATE The Engineer certifies that these Wind Load Calculations have been reviewed and finds the wind 3/Zo/0)$ load values, connector specifications and material specifications shown hereon to be in SCALE compliance with the SBCCI Standard building Code 1994, Chapter 16, Section 1606 for this "`" "''sf specific residential structure. Be advised that these codes preclude that all exterior window and -iD i'H F� - �, J O B ND. door openings are secured and protected for the duration of a wind storm condition. �,' -•' iFIC . '� Note: The Engineer does not certify, nor assume responsibility, for the structural credibility of any �; G -� , :�'M SHEET pre-engineered and manufactured structural building components or roof/floor truss systems - including required connectors(factory or field installed)which are intrinsically associated parts of • °4 0 the components or truss systems. ltV4!! OF SHEETS IrArlloX"PRNnYAYT N0.2E6A6.0.24X36 - - -M-4P SHO WING BOUNDARY SURVEY OF LOT 7 BLOcK AS SHOWN ON MAP OF 4 AS RECORDED IN PLAT BOOK ¢Z PACES OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FIED FOR: ZQQ0 /-AJD LL ,U 0 ' 6_,W N LrawD T LE /VS., cv. ' c tuLG/S s /oR7AI 8 37 33 41 IDR •fin e , , ;'< I (y Q y nNj _ -1 /b V/000C m "I /B SZ ?-[-a, I '1 WALK o M Z - CprozY C0001,V4 13 \4' L9 r'3 \ Ia.•o, n; Z7• O S, bop W 1 �`� � l� AS x' s � 0 W 01� Q� CITY OF ATLANTIC BEACH PLANNING&ZONING OFFICE cdooD 0,3 0 J,_ m NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON UNE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE— AS 5 ALED FROM FLOOD INSURANCE RATE MAP0001 FORATLA ric ,� Ac_f4,� FLORIDA, DATED TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. ■ cc"r_ mao NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL • IRDN cam OF A FLORIDA LICENSED SURVEYOR AND MAPPER. (SET WM GAP /LS 4144) X fINCE THE FLOOD ZONE DATA DENO7ED HEREON/S O N?CN cat(SND) SHOWN AS A COURTESY ONLY AND DOES NOT ® O40SS CUTCONS777U7E A CER17FICA77ON OF THE SAME. HAL BL=INC RES .CnM LWE � - m7 EAsfwiNT LARRY G. EDDY, P S. o. 4 R/1V MOff-cam WAr SCALE. c ZO COV. COM"AREA £ C910U-M A/C AW aVDlnaV+C PAD GISTE D RVEYO , SATE OF FLORIDA (R) RADNL 015TANCE DATE- �'2�'9,Ei- cax&-7C .B.-4QL3 PG. ORDER NO. 9.S'-988 1 I I Y-1 w( &!5 K Z'-O'r _ j i I( C - CN �` � F"0 U 1\1 O A I .I r`1 F L-t-,N _X15 T 51 `� — 2xrP 'JOISTS@ I r I i _r i r ---�---�—.� '� � � 1, 1�� .��_ � 11 f � f :, h ► I-1f �� 1► , �M ,f� I+ II, fi� f � 1 . . �,-�< < • � ; r ►� ►r :I + Ii l� �,� rl ' V, ��1- -t; - T 1 + f ------� ' l I I -.. .i1 -'r- -�•- f .1 ., Jill ti=lI . t , 1 �• 1 f I-., �r'-,� i-- .t t t -�.! i -��L. ,� _ r i I I , . I W - - - - -� -Ir - - • - - + I ._.. � - _- _ v_ -'. !' �' 1`--� 17 o I F RON T EL ` V�\T _1"_) N - S C ALE'. %-_ 1 RIGHT ELEV Cf�L��`�-=� LEF ELEN ,d c 1,. t-2�,tv,41 v, S r•�4.L. 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I F To �S I PT.Xx }. 2 4 L•tKn ��� 1 �f' 1'�`--r"I- spm tic- -tt�i -rrtE�'+.- xi f 3 n.o�.t s (2 c� VENTCD - RCFtr�,i�,f'iLNG PLS\� ScnLE: CS.IGSTRAt= DVERgEAMw/ j W�II -IZGAw C� 1$ i;A.EN FO$-f y. 4Y'A pECKUG , ; ; ►� ,, i - - - ! ro--sT ! RECEIVED MAR 2 .2 1999 ti I City of Atlantic Beach I - ` Building.and Zoning. + i D �Q/-\LNG P L A c� jx w�c EBD CITY '� ATLANTIC CH Q J a ! j3UILD T __._ ......t...1_I�.��.V../...1�.___.�� . ... i• ter. F � G OFFICE F. I MAR.25199 • 14 E ....._._.. ., ti ---•- u i -t --• ----- -- ._- . _ .. .. ' _ ._... .:-.-. •- - --- -- -- _.:_. .._-..._ _.----------- 5 4 x C L.DECKING .. • CRLF'_ '1�-..-_i . CRAW N Y...__4TB. � _ %2-2p;JD)a Z-AC.PT ZT01ST. w/SSN1P. Lula&( r EQ) DGER,'r1/��X 7 W ECGF- . _ .-.. .. .-_. .. _•_-_ _._......___.. - . L RS A xtUPT a.D , ,L t -----T L_NG�RO.1~A.E��--- ---- ------._ Fit+=>io n = `'aG � i' '���� >r' . 4Pt7„T ire . 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CT I�RL Lv docRTio1�S i - - - - STE47 9, L 7L 2 .-r sti PNo,z t�sr pc. 6 am co A Pj P A` L 7- 316 A"316A" /l�lJ1'�' � �Tnr-'��.-• ��C,its tit aµEU T ptZermi'. Sem' STTLV� ^ �' •6Tf'�c?GT�'T�l'dZr S/�T 5-/ 5►�-�T S-1 S,¢ A/o Tom, si4-W.xJD ��} C T70,13 l�tn D �n c�c//�fL v- t / '� � /� !� �!� SCALE:( it - 1 /`co APPROVED BY: DRAWN BY OF-- FV c'� I�C7GI T •�,>7V �7 6 " � DATE: { REVISED DRAWING NUMBER • ._ _ - fJ Y " 3p�b z' go-2 roc��►-r# wt 2r�wS tZc� U��� C) 1S"o- G• . bo-A °J4 �tac Pc. Sc�v14a 'c* BZ}- b V imp �quf sus FIP. �c-,1- si.�+FGr -s. gyp . �� Z•��� r i X i ti � � � t // t pe. co �, x 'Y'P.T• Sq P •2 POST ts�96�dm�•ry T4 -A44A Sia e'Yp•) TO 4�0 (ryp. 3�Co�s�-r�oN5� � C- 7' S�w1Cb 4Bp44 Mom P*6T' TO ASVMGA tryp..;3 40,c AVOO S) VT% 6��x3��3`i� tt�8c L STt�'t- F,1C�tD MvMer�1T . �TL1'�'►til�'• S 1.'T:' �T2t9C.Ti���"�' SCALE n Et APPROVED BY: DRAWN BY DATE: r REVISED DRAWING NUMBER I lap c 9-4- I pC.5Wnnca A SmiNpS G►e.A SIDE S t t^ tt i dyicr1 GIIIC I ec. SEru cd Se 3 to LoaATtoNe) i �T�p. to kocp�-►cqg� j t . Nr'• n I.p PE oft-} - Le V ArtI a tj SCAIEi APPROVED BY: DRAWN BY DATE: JREVISED DRAWING NUMBER Z SC3 uoEa �D rIr�_ ���c t:1 " U�- Ve,% rLSLATO tSflr{ }i ' �f, SLRr� �,�, l�x� 1��•�-��I�� wwF• cJ�. I i7�t„ ? �«.-`��r��Rl�c• •_��. G3Vgy ; i1 t,«1^a,A�w•c✓trttiT.qw Taipb.= rr ,��LfLp A- 14 vn .t RaCJ+''.�1 I 2- iai� Sy ;r 1.��:A: e~� • Car.�3acTG la '��It.rv��Tti "� J :1 MIL ! C FW AU- Gti i� ,� t� f` � U*�!'�{'�••' �Ar2 R-!t�- �,� j ••' •�� 1�Sulo•r�o1.1 ,1 w ,c^c-1� I S. . } !( 1 ( �- 2•"t p f.r�tVC f�"�`'1 I�-$ Gilt,.l f'b . 1!! 1 J_nv�j�� rvonNV 1^117 I•°- � (iv�JnNV��, 2--t'Lj 1►JS�t_s•1'fOrl �• ;` Ya.'S`���;'r•� /`" '.+�.,tj���r� LA - -. --__._...--------------�-____�._.�� Z xb �p •?- �J�w A�� fLYli yJl�4ycv1�•`�xc�nll= !�;•�"� �. (� 'x tz"6yp n/0. 2 �p� 8��f w14r-ovJ 5 W co4 mosi a tG o •G z �� n+ Z � r•n�rt� ►-� STUD 4,�—�---�.-- -_-.- -- - - ' - CIuta-OTT SI-4 2�.d !Dw N(buotitT� t� jt cVcn- yfK fl. o 1:450Grib'Tz= Fx►nUv w� GvurlrJ�oU56 t R g0 Z�I'ID , J XAF D iZ4'O�� 2�rto =s pA. R q� T3 L 1 _ —o ca 1 e CL yf�•�; ' Z1 ?:"remit- OJ Vin-- �rt{� Zt/ 't SCALE:' Z,/l / �4 APPROVED BY: DRAWN 6Y 11 (� GATE: � 2�✓�� REVISED DRAWING NVMSER f�-b REVISIONS BY HEADER SPAN TABLE 122" CDX PLYWOOD BOUNDARY OF SHEARWALL EXAMPLE OF UNSUPPORTED (UNBLOCKED) STRUCTURAL NOTES: SEE PLAN ROOF SHEATHING FASTENED WITH HEADER WINDOW/DOOR JACK PANEL EDGE. UNSUPPORTED PANEL EDGE IS 8d COMMON WIRE NAILS ® 4" OC SYP 2 MAX OPENING STUDS OR DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD EDGES AND 6" OC FIELD. (2)2x8 5'-0" 2 BY SCHEDULE OR NOTES. BUILDING CODE. WIND DESIGN PRESSURES PER SECTION 1606.2 CONVENTIONAL ROOF FRAMING, (2)2x10 7'-0" 2 - 1. LIVE LOADS SEE ROOF FRAMING PLAN UNIFORM LIVE LOADS - HURRICANE CLIPS PER UPLIFT UPLIFT CONNECTOR AT FLOOR 40 PSF ROOF 20 PSF CONNECTOR SCHEDULE. TOP AND BOTTOM OF GYPSUM BOARD EACH STUD, SEE SCHEDULE OR PLYWOOD/OSB PANEL 2. WIND LOAD BASIC 110 MPH . . . . . . . . . . . . . . . . . . . . . . . . IMPORTANCE FACTOR 1.0 TOP PLATE EL • MEAN ROOF HEIGHT 15.0 FT IV SEE ARCH PLANS NAIL SPACING AT ROOF PITCH 8/12 (33.7 DEGREES) CEILING JOIST, SEE PLAN, -/ SUPPORTED EDGES, PLE OF PANEL VELOCITY PRESSURE 24.7 PSF FASTEN TO RAFTER w/ SEE NOTES OR SCHEDULE EDGE w/ BLOCKINGjr 8-12d NAILS AT EACH END 3. ALLOWABLE UNIT STRESSES: WHERE REQUIRED BY NUMBER OF FULL SCHEDULE OR NOTES A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION • • CLIP FROM DOUBLE TOP (2)2x4 SYP #2 TOP PLATE HEADER, SEE HEIGHT STUDS SLAB ON GRADE f'c = 3000 PSI PLATE TO STUD, SEE PLANS EACH SIDE OF CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI UPLIFT CONNECTOR 2x4 SPF #2 STUDS ® 16" OC OPENING, SEE ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI SCHEDULE HEADER STRAPS, PLAN OR SCHEDULE STUDS, ROOF TRUSSES, B) REINFORCING STEEL - ASTM A615 GRADE 60 (jz SEE UPLIFT SCHEDULE OR FLOOR JOISTS — o' '/ CDXLIJ 2 rr PLYWOOD WALL C) WELDED WIRE FABRIC - ASTM A185 w Q SHEATHING FASTENED w/ ROUGH OPENING wz o 8d COMMON WIRE ® 3" OC EDGE SEE ARCHD) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC Z UJ o AND 6UJ "OC FIELD. SEE NAILING TO INTERMEDIATE SHEARWALL SPECIFICATIONS CLIPS OR CRIPPLE SUPPORT IS 6" OC MAX, UON TUBE STEEL COLUMNS - ASTM A46 Q J z w ALL OTHER STEEL - ASTM A36 Y Q > _ FOR ADDITIONAL REQUIREMENTS HOLDDOWN AT STUDS NAILING PATTERN FOR SHEATHING Q v METAL CLIP PER FOUNDATION ON ROOF. FLOOR AND SHEARWALLS Q Q UPLIFT CONNECTOR E) SOIL BEARING (DESIGN MAX.) 2500 PSF U v J w SCHEDULE SEE SCHEDULE 4 DETAILuj Of ui m F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 _j OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE V) 0 J 1/2"0 �� S-1 SCALE: NTS = c� 0 � 2x4 P.T. PLATE w/ x 10 WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONZ o Lz ANCHOR BOLT AND 2x2x'/8" BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL p J cO� 4" CONCRETE SLAB ON GRADE PLATE WASHER @ 24" OC BE SPF NO. 2 (UNLESS NOTED OTHERWISE). I— u W/ 6x6 W1.4xW1.4 WWF OVER Cnz 6MIL VAPOR BARRIER ON UPLIFT CONNECTOR SCHEDULE 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER o0 COMPACTED FILL FOR REINFORCING SHALL BE AS FOLLOWS: _ FRAMING AND STRAPPING FOOTINGS 3" U x x x—� 1.0"x24" DEEP MONOLITHIC AT TYPICAL WALL OPENING MEMBER SUPPORT SEMCO CONNECTOR SLAB ON GRADE CENTERED CONCRETE FOOTING w/ 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE \/ 2-#5 CONTINUOUS. PROVIDE COMMON RAFTER: DBL TOP PLATE (2)HCPLR TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS j _ " 3" CONCRETE COVER 2 DETAIL RIDGE BEAM (1)FAP18 AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD o OVER REINFORCING HEADER BEAM (2)HCPLR SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING S-1 SCALE: NTS • N WALL LEDGER (1)FAP18 OF CONCRETE. 3" COVER JACK RAFTER: DBL TOP PLATE (1)HCPLR HEADER BEAM (1)HCPLR 10" HIP RAFTER (1)FAP18 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS - - HIP RAFTER: DBL TOP PLATE (2)RTPGA824T FOLLOWS:MASONRY 48 BAR DIAMETERS 2pcs 2"x12" SYP No.2 HEADER BEAM (2)RTPGA824T CONCRETE 40 BAR DIAMETERS U WALL SECTION , TYPICAL RIDGE BEAM RIDGE BEAM: KING POST (4)RTPGA824 CONTINUOUS 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR 0 S-1 SCALE: 3/4" = 1'-0" - KING POST: FOUNDATION (1)SGP3 OR (1)ABP44 UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. W (3)2"x4" POST 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER U 2x4 OUTLOOKER DBL TOP PLATE (1)HCPLR MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING 4pcs SEMCO RTPGA824 PORCH HEADER 4x4 POST (2)RTPGA824 CONSTRUCTION. 0 Lj STRAPS 2"x4" SPF #2 STUDS 4x4 POST FOUNDATION (1)ABP44 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. z 0 0 ® 16 O.C., SEE PLAN L2pcs 2"x12" SYP No.2 WINDOW/DOOR JACK STUDS (EACH (1)RTPGA824 TO 3' WIDE SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING V) u- HEADER BEAM HEADERS SIDE OF OPN'G) (2)RTPGA824 OVER 3' WIDE DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT = 2x4 PT SYP No.2 PLATE '/ ANCHOR BOLT SHOWN ON STRUCTURAL DRAWINGS i" x10" A ® 24" OC w . z W Q / EXTERIOR BEARING WAL S 0 w 2x2x'/8" WASHER DBL TOP PLATE WALL STUDS TPP4 ® 16" oc 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE m. SLAB ON GRADE, (EXPANSION BOLT NOT WALL STUDS SILL PLATE TPP4 ® 16" oc RESPONSIBLE FOR' CONSTRUCTION MEANS, METHODS, TECHNIQUES, I-' 0 z SEE PLAN PERMITTED WITHIN 4" .� .� PROCEDURESBOLTS , OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE OF SLAB E GE) SILL PLATE FOUNDATION �� 2x2x1/8 PLATEWASHERw � rr CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR 0 0 Q 4 STEP e x x THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 0 t- a ® 24" OC ACCORDANCE WITH THE CONTRACT DOCUMENTS. Q x x a d V 2pcs SEMCO RTPGA824 NOTES: STRAPS EACH POST 4"x4" P.T. SYP 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. Q . 0 No.2 POST 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. SHEARWALL SPECIFICATIONS W 8x16 THICKENED 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: SW-1 INSTALL 1/2" CDX PLYWOOD SHEATHING OVER 2x4 SPF #2 STUDS 0 RTPGA824T 24-10d ® 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3" 0 SLAB w/ 2=#5 CONT FAP18 10-10d x V/2" o.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HCPLR 8-8d HORIZONTAL JOINTS. INSTALL SEMCO SGP-3 ANCHOR AT EACH 3 SECTION 5 SECTION TPP4 8-8d END OF SHEARWALL w/ 5/6"0x12" ANCHOR BOLT AND 24-16d SGP-3 5/8" 0 BOLT AND 24-16d NAILS TO STUD. S-1 SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-0" ABP44 1/2- 0 BOLT AND 12-16d NOTE: 1) SEE DETAIL 4/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 6 V4rr TS5"x3"x5/16" TUBE S-1 NO NUMBER OF FULL HEIGHT 2"x4" SPF No.2 STUDS EACH SIDE OF 44 STEEL HEADER BEAM OPENING. APPROVED CITY OF ATLANTIC BEACH FASTEN 2"x4" SYP No.2 PLATE/BUCK 8" BU1LD11VG r;cc��-F TO TUBE STEEL W/ 2 ROWS '/4-20x23/4" 1 1 2" 5" 1 1/2" AUG 2 4 20 PHILLIPS FLAT HEAD TEKS /4 WITH ~ TS5"x3"x5" TUBE 2"x4" SYP No.2 WINGS ® 8" O.C. STAGGERED END STEEL COLUMN EACH BUCK (TYP) \ „x4„ N C ��-�,2SYP No.2 D 12'-9" PLATE/BUCK V/2"x3'/2"x0'-8" E,��n DRAWN PLATE rt+_,,� 15 2000 PRB City CHECKED -� OUT-TO-OUT STEEL FRAME 6 - - 3" TS5"x3"x 5/16" 5/8"� DBA y of Atlantic Beach to 0000 CCK Ln TUBE STEEL E3uilding and Zoning ATE S-1 . I. 0808/00 00 121 /2 r'x3'/2"xO'-8„ EMBEDDED PLATE 4 3 1/2" AS SCALE ""` •. NOTED V) '' - W/ 2pcs 5/8"0 DBA ;��N liR. c ���'• JOB NO. 0 •.. �`�' t 1 f/C00 ,�':�9 E -125 CF) SECTION 7 DETAIL - = SHEET 6 •. � .� 0) 13 -0 I S-1 SCALE: 11/2" = 1'-0" S-1 SCALE: V/2" = 1'-0T xv. E ` RIGID STEEL MOMENT FRAME SHEET 1 OF 1 r Truss Connections Garage for Dick Smith The Fonda Corp. Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Ri ht Connection Plate Connection Connection I T1 1530 1530 _ (1) RTPGA830ts N/A TPP4 on Post T2, T3, T4, T5 790 790 HDPT2 TYPICAL TYPICAL ,ALL OTHER'S <510 (1) HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP stud3 (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750#; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. v Jeffrey K. Hulsberg:PI.E. (904) 886-2401 ASAP SHOWING BOUNDARY SURVEY OF LOT—7 BLOCK—/AS SHOWN ON MAP OF AS RECORDED IN PUT BOOK ¢Z PACES/¢ -14 OF THE PUBLIC RECORDS OF DUVAL CODUN)TY, FLORIDA CERAFIED FOR: 1J/ t!2t l4.6 LE 2 (_ "e r OJ'B02NE 8 ECEIV ED"' '3 3 E �Y,� MAR 2 19)8 3 t(J S 03 �rl�lrY>d - ty of Atlantic Beach a5'-DRAr�'AGE `—` ; ` ,uilding and 2oning V �J V / V^ hoop C m ^f b /BS's` Zr•g' z-CProKY nN coqellw VJ O rl ��4�U 3i.i(•E'� SAME n`Ji K V A�C m 4 l ^l • G _1D s ;oa g ;0o°o N W 01 TE:aGL�FAN 8. -0-3- NOT .3- NOT VAUD UNLESS EMBOSSED WITH SEAL OF 771E UNDERSIGNED. BEARINGS BASED ON UNE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO UE WITHIN FLOOD HAZARD ZONE AS.SCALED FROM FLOOD INSURANCE RATE MAP000/ FORgTC_4,yTIC (3E4GII� FLORIDA, DATED /7-B TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LECDlD I HEREBY CER7TFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY w Pn RESPONSIBILE SUPERV1S1ON AND DIREC710N, THAT THERE ARE NO � ENCROACHMENTS EXCEPT AS SHOW AND THAT THE SURVEY SVOWN !ter W�W I LS 4144) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY *1 - am THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SEC77ON ®own cvr 0°�!�"°l 472.027, FLORIDA STATUTES SAL w.aawe Rrsmrcnov uwr csrr usncwr LARRY C. EDDY, P S o. 4 RA pan-cr-wr COM WHM AMA SCALE.• /n=ZO' f came r AW Q°WWW4PAD GISTE D RVEYO , S A7F OF FLORIDA !N PAML asawcr DATE- -?-Z9-9 Q awoaca F.B. 408 PG. 4, ORDER Na 9.5-988