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1900 Seminole Rd ACC19-0029 Int Remodel, Pavers, Sidewalks.-.Y_L —W-l!2"Ell L map ;R; AM-U-MICAIN INSTITUTE of B 11--LDING DESIGN SQUARE FOOTAGE INFORMATION: T/I 167�X.�'"� • CONDITION SPACE FIRST FLOOR SQ, FT. 2 85 ta•�G, INDEX OF DRAW1 I APft Oft • CONDITION SPACE SECOND FLOOR SQ. FT. j N U b SHEETS • UNCONDITIONED SPACE SQ. FT.� to ,r-, • UNENCLOSED SPACE (PORCHES) SQ.FT. F • IMPERVIOS AREA SQ FT. N, A i • LOT AREA (EXCLUDING WETLANDS & BODIES OF WATER) SQ. FT. K� r STRUCTURE HEIGHT AND # OF STORIES: • APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF ABOVE FINISHED FLOOR • NUMBER OF STORIES t�FT� TYPE OF CONSTRUCTION: • TYPE V (UNPROTECTED, UNSPRINKLERED) Ahra4T6, LC V e 1 MATERIAL INFORMATION' FLORIDA PRODUCT APPROVAL CERTIFICATION TO FOLLOW BY CONTRACTOR RO (MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) • ROOF UNDER NT - ASTM 4886 TYPE 1 • ROOF FLASHING (DRIP, RAK VALLEY - 26 G • ROOF SHINGLES - ASTM D3 ST 61 TYPE1 W SISTANCE MODIF 110 MPH ASTM E108 CLASS -A FIRE RESIST TING • SH NAILING - (4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECT NS ,WINDOWS AND DOORS (§EE ATTACHED ENGINEERING AND/OR MASTERED ENGINEERING) t, N • "�� f- 1z N I • WINDOWS SINGLE HUNG • WINDOWS FIXED GLASS !� , �► • WINDOWS HORIZONTAL SLIDING. h, • SLIDING GLASS DOORS �4 , /A-� • GLASS BLOCK WINDOWS N,/1 • EXTERIOR DOORS - r. • GARAGE DOOR • SELF FLASHING WINDOWS PER FRC. SECT. R _ 703.8(1) WIND ZONE INFORMATION NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION OF THE 2017 EDITION OF THE FLORIDA BUILDING CODE. 2017 F.B.C.- R THIS BUILDING IS#.LOCATED IN THE WIND BORNE DEBRIS REGION • BUILDING IS ENCLOSED • BASIC WIND SPEED (MPH - 3 SECOND GUSTS) I3c� M l -t • RISK CATEGORY • BUILDING CATEGORY • WIND EXPOSURE CATEGORY 1 • INTERNAL PRESSURE COEFFICIENT _ r �- t _+..1..•. . METHOD FOR MEETING WIND BORNE: DEBRIS PROTECTION: DESIGN WIND PRESSURE (PSF) USED TO DESIGN COMPONENT & CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING (END ZONE AND INTERIOR ZONE) INFORMATION TABLE 301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOB WOOD STRUCTURAL PANELS FASTENER SPACING (in.) 12 Panel Span 2 ft. 2 ft ` Panel Span 4 ft. < Panel Span 6 ft. < panel Span i <4ft- <6ft. <8ft. 2 :4 #6 Wood Screw3 16 16 12 2 i2 #8 Wood Screw" 9 a 16 -^�� 16 16- Double-Headed 6 12 Double -Headed all 12__� 6 4 SI. 1 inch = 25.4 mm 1 foot = 305 mm 3 _ Notes.- This otes:This table is based on maximum wind speed of 130 mph (58 m/s) and mean roof height of 33 feet (10m) or less, I Fasteners shall be installed at opposing ends of the wood structural panel. Where screws are attached to masonrylstucco, they shall be attached using vibration -resistant anchors having a minimum withdrawal capacity of 490 Ib (2180 kN). Nails shall be 10d common or 12d box double headed nails Exceed 130 mph (58 m1s). ARCHITECTURAL SHEETS 2. 3.7�f �PLes r � '- L L l t vim. ' 1��T L 5. V. 70 8. STRUCTURAL SHEETS S - 1 IZ4 tv I I _�q Lt_" F_� S TA' I L� S -2 S-3 S-4 SITE PLAN T tAD-r • . S.P. 1 OF I - Home vete. �', C�e_t � 7• ca, j l� i , tf I �' OCCUPANCY R-3 F.D.C. 12017 TYPE OF CONSTRUCTION - W TYPE V-13 UNPROTECTED ❑ TYPE V-A SPRINKLED FIRE PROTECTION ❑ TYPE V-A ONE HOUR FIRE PROTECTION N ZONING DISTRICT ❑ RS -1 ❑ RS -2 ❑ RS -3 :VIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS `,1EWED BY:DATE: 3 2nl q OTHER OFFICE COPY co E m o� N � cpo E 0 _j(ej ��oCO a ao i6 07 m �€ � At 4 -1 t� JOB NO,WNW I A_�_ 4 II SHEETS 'LJ. ^a. co E m o� N � cpo E 0 _j(ej ��oCO a ao i6 07 m Lo n�m� }DRAWN CHECKED DATE jSCALE t� JOB NO,WNW SHEET A_�_ 4 OF SHEETS �n1 Ila V. OUPLEX 00*7LC1--T �N�ATHEc� �Rao� Kt=C�55t✓p r-rxrulx�' 110Y PUPLEX CAtZ c>UND t=,.�. L&r S,D. SMOY-% E - 0 Cz T C C.TC3R SUFI IKTEP? 0P -TI Fn e-AR0wf3N MONOX IDE t _ 2:20 V. OUTLET t~T��'T0r1, CEILINC, MOUNTl.iyHT FIXTURE A F=AALT rKoTLC"TIorA I L .E. D. tom I~ I X TU ;2,t5 }-: wbI-t- MoUNT LIC -HT Ftxlrurll,E ® t7,ECE5iDE[J LIGHT t=IXTU12,E. AL,L.. r --.L e -VT P -+t GAL # I I�,t c3 PPSR RECE"bSED 'E'YE?--ALL LlC,HT . E ►G• 2.o 1.4 C.o rr t o N FNTU Z C- o, Q PUSH I3 L1 r-roP4 HIAW EFF I CAtCl' � . t.+i�414T sYN tiT�H � ��9`� 'WEALY G'C1t�15LI�VgT1414 __.. 04) t-7 LtCT IV, tC .4, L 3 waY L1t-,NT SWI'Tc.N �CCZ,1I`i NCS / t�.r-�"`'r `�4 o I�XHAUbT FN,N_2R�LUs �: 7 r c ► r_trt c-� I+AN T 51,E 0 K . �-`� �.J � . ��'C L. �,�1� f � Spy. t T G!}. _ \ �y J -f. lo, i. t L i tO.Y E . lrX t, ✓ T `4 TILL w... �./ V w� CX \f�1 , S ._ {`iA$,Zj Cly ► '��etjL.0 f��1�" �1 7 i.� -- ' .. " p. r�..... t7l - 00 uJ ADD A �� L 05C -P A T`t` 1 bTo 1=c NJ Z7(4L�p _ R V t N -�L V, € 22.E 1�1 6p- A t MINI -4 -?4 T - Aly , I L\ >f V . /710 Lx . CCe.�{, ----Lk6HTy 0 ;Z. t L .:�UB$Y �H�.L,VE-5 j N tit l41!r f I ` ) 8 �1M 1 to / U w1 -T 2 �4 F 3O- ►y - •$ �3 LJ NIT, UG , r � 3 QFFI F6 m r-- / 4F t I _i��.lyC��V�% } �� tits -... _ _ /' '•,�, ��.. +, � ,-� s . _ , ... . ,., � , COPY p all g ,&- az M ® F {ti v z 7 I D Q =- it i f i. f�3 RHR Designs Inc, 3455 Thalia Road Jacksonville, FL 32250 Business: (904) 868-8373 RHRRESDES@gmail.com 1111 1 11111 1111 11 oil j 1= x t T (--;7 f` 1 t = C.� L � (t t`1 a Lr, ---- 514 E T t41 H 6--4, {. TY P*) ° Fj�E- NA 1 }�,`' T v C.�1��r-,xtc,'T' I y- SX t 5 7" 6)I.- �N� _ CXI427c,- V!1-- �I 0V�il) i U !!{ P,- 3C> ?-,,47T L)L -- tx t aT'Cy 117-" , . ; P LY I? 0 1 TI -IX .7-x P.TA a t LL, s A Ex I -C>T �I EX , C 1`1 u LI W 4LL L 3 I r t5 jkTT N4L-L �N ciLR A2—Y,4 �3LvGKIl�C,_ 5/e) " I LY- \j Z) Y E 1,41 • t MPs C+eta, - ''�" 2.X ( ,IC)fC. Lx g T5 L D 0,�ej I t-4 44 R _-j F916>11) v � i�e�C3L,. ON !Co.�-J.l.L . 0VC12, Cx-r6 AS N F&I N 1 EP CMU ��',<,- C TY R) r Z x4 EL6 d PCT'Y�v�i t� Vigyl- (M�TG� C-Xl5' Imo:: k • �!� ti�{Ca L�%jr C o HT. 'FF—rZ,Cad i2A Ca C 0 V -t L- L. I TRO r y � . ZX 4 TCS? -' LT", C C �4T. To 6 1 L L F LT, (2; i' i t I �11111 i"lllg� Ilion, - WINDOW INSTALLATION (METHOD A-1 WEATHER RESETIVE BARRIER (NRB) APPLIED PRIOR TO THE WINDOW INSTALLATION, It FLASHING APPLIED OVf n THE FACE OF THE MOUNTING FLANGE. STEPS W WATER SNEODWG FASHION, STARTING AT THIE BASE OF THE WALL & WORKING TOWARDS THE TO TCiP, MMALL THE WRII SHEATHING. APPLY of 7fIE APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE A SET mNDOM USAMD PAN HEAD SCREWS TO FACILITATE WSPECTIOK ®APPLY BEAD OF SiiALANT.AY SIDE .TANTS. EXTEND a 1j APPLY JAMB FLASHING APPLYAT B OF SEALANT .APPLY ►TEM FLA*M 6REMOVE PR£MOLIMY APPLIED TARE. ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAM DIAGONAL CUT - SEE r� Q - ALT�i — EXCM. V JAMB FLASHING TO OVERLAP SILL FLASNINQ EXTEND JAMB FLASHING B Jf ABOVE ROUGH OPk Imo AT HEAD. A= TOP OF JAMS FLASHING UNDDTt THE FLAP OF WRs AT THE HEAD. SEE OT%mw CD.- D, IT €T it SEMAINT BEM save MOUNTING FLANGE. SEAL THE WUDOW FRAME 7O gr1NG APPLY A i6' NOM. DIA. TO THE .BACK51pE � (RITERIOR) qF 7HE NITDOW Ff.AIlG7~ IN UNE WTTN ANY PRE^PUNCHED HOLES OR SIATS. ®JAIAB Ft ac►+ENr� APPLY CONTT, SEAL TD THE MOUNTING FLANGES AT THE TCP (HEAD) AND SIDES (JAMBS). OF WING M, EXTEND TNS ANT AT AT J�A.MB•s OIBEbAJMiB .- F A19i1NG 9MTo SEALANT ADD �`"�'F M7E?1O WERPLACE. (FLA4NNQ ` 9EALANTj. `SIL FLASHIK SIRMM ADA Ap.Li$T , TO AM - RESISTANT F RESISTANT ASTENERS FASTEN WAGONS PER WINDOW MANUFACTURER SPECIFICATION& ©WEATHER R_£SISIMT AT A A3 DE CLE, CAREFUIJ_Y SXTHE SALbER ON A D AGONAL. 6 V RASENT TF4F TOP EDGE OFHE TBARRIER UP AND TAPE THE TOP 0001E AND CENTER TO THE EXTERIOR WRS SATFACE ABOVE. Two REQUIRED O C.M.U. EXTERIOR A SECTION A no"" WINDOW! JAMB FLASHING � IT BEAD BETWEEN VG AND MOUNTING VCURE WRB ATHEAD FLASHING AT HEAD EXTENDS I' BEYOND JAMB FLASHING. Off AD FLASHING 'EMBED BOTTOM OF TIE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING QOEB OVERSI£ALNYT} EX`mm DEAD =No BEYOND I" JAMB n-ASIHINQ FASTEN IN PLACE 'AOFFICE COP' INTERIOR VIEW TOP LEFT CORNER OF WINDOW �o M 2k ILI RHR Designs Inc. 3455 Thalia Road Jacksonville, FL 32250 Business: (904) 868-8373 RHRRESDES@gmail.com DRAWN 'T# 2019 .�5 SCALE NOTE D JOB NO. T 1 �L7 SHEET —S OF 5HE✓~T8 rY' a r v ILI RHR Designs Inc. 3455 Thalia Road Jacksonville, FL 32250 Business: (904) 868-8373 RHRRESDES@gmail.com DRAWN 'T# 2019 .�5 SCALE NOTE D JOB NO. T 1 �L7 SHEET —S OF 5HE✓~T8 i. APfL`_WETT•ii�l�,. -LSP `r MtMC ! -- -\� WATER-RESISTANT � 2 ...AYE -AT'T a/G, W/ a �,. MN /4" ± SURFAdE �S 1/40 .--- _--.,, .T(- General Notes: Q� ST e�515T ars r.--- 1.' Stucco on wood frame i wa-�e - BARRIER ! , t_AY=P& f ; REQU:R=U` J. 5A5R 2 shall be min. 7/8", 3 -co application. 1 . t MORO). ---- ---- FASTEN LATH AT '" wt:- } J w/ MIN 31-C PI=Nr= RAT. :-, IN -c �r�ar�Is.�. 2. Stuc n masonry shall ' r--------' F� TH E 1 _ e C, be • 1/2", 2 -coat r,4"_wa!_� w�`p 5G�£i7 _TION iication or 518" 3-c t pp 3-coat `. i � _ _ _ !1 l�Mr. 7� I�,�T•�1 fa wit application. 1 IFS ,fro .� 3.' MiRB should extend doWn, over the upper flange EXTE =� of weep screed or accessory a shingle -lap fasbion. r 1�- - j�A�jUW s 6w= ' - } tE MATSMAL- �Q ' �^ M � • FBC R703.14 ui es flashing or other approved drainage system (simil the detail above} at the base of - �+Q�s ; over masonry walls. One-piece and two-piece accessories are availab meet this requirement. fralmed w ° — - -. _._.. _. _ _ . _ �� _ _,.., - ..... _ - --• ----. yj S' ermination of the stucco at the base of a wood structure shall be per ASTM C -9Z6, See A2.2.2. I COM1Y. 'INIDED - A ween screed shall be installed. per ASTM Standard 1063-03 See below { T Please note the position o e wood structural panel (CSB or plywood), in the RECONAEMEB illusix�ion: It is raised off the concrete and all ed with the lice of the foundation. Care must be taken to constntct founldationl walls straight and true. Irr areas where a bottom of the wood structural panel is exposed, it shall bave an `Exterior' Bond Classification ('Exposure 1' is no ted for long-term exposure) or be otherwise-protected..as.. shown._ in. the:.... j A1✓TERNATi:'VE illustration, or as ap ved by the Building Official. BOAF Informal Interpretation Number 2656; b M A attached, may be used by the Building `al for guidance as to the intent of the Florida Building Code. �,fiT Dc�TU.�, C=A -1 = x -r'u r� 5 lz Z/g;H097.. • �/�II�LL S��(�'r-4 t'�IC� . = t~{a,'LYV�lC�, vVal ;L , ST0 c Cc> i3t�a�4 � ' •-�----- `' � jat2,t.P..::,�,.0 t7,.�t;�.: .:t..N �T,b:t_tr.E�� „ ,o�ra.�, ..... a is Liz) r l.T PA 'C � f .aAL-V*4 4 �D 1/6"'N tcAa ME7A�_ .LATH � -rCXTOME- COAT, --�#---- -."T U AC ca Y . ................ . : W A L L 5 H E jai E T U F2,1\1 r -At�r�Kc�fz, �dt....C-�l�,�sv� FL i OFFICE COPY m � 3 Y•- m �' `q m O� m v O G O 9. x 12E m _ m mco a%msii� � «ao omc�m 3 mtE my�8Ea c c o o m E. m E o o9n o�m�$ onmm� wouLo=m �.oEm E in cao>a �ionm °oma gC CL m�v;a o�`c�CD- � eosin IDs0 «ct rot= C� O, m cp°ZQt'iHEE - -- ossysicg,a`mv° N m W O r- >, CL ,_— tea °1Aw�vc�n�;�mm Um� mw�moQm`o oz rh �x t -7W 4 tll -2` o W p RHR Designs Inc. 3455 Thalia Road Jacksonville, Ft, 32250 Business_ (904) 868-8373 RHRRESDES@gmail.com uKJl X. 2q , SOLE 1108 NM SHEET iii _ i i • z # �' 1 A' OF SHEETS J 0 SOUTHERN PINE SPAN %ABtES Maximum Span give„ in feet and inches Inside to inside ofbeanngs !1 ! i 1i � f ► !1 rl I t .,w, Size Spacing Grade inches orches on center U'"sualf Graded Machine Stress Rated (MSR) Machine Evalualed Lumber (MEL) oss NO 1 S02 N0 3 24001 2 0E 16501 1 5E 15001 1 6E N 14 11800 1 7) *291155a-17) M-12 (1808l 8) 12.0 12-6 11 10 11 3 9-2 12-9 11-7 11-10 12 0 12-0 11-10 2x6 160 11-4 10-9 10-3 7-11 11-7 10.6 10 9 10-11 10 11 10 9 �19 2 10-8 10-1 9-6 7-3 10-10 9-10 10-1 10 4 10-4 10-1 �~ 24 0 9-11 9 4 8-6 6-5 10-1 9-2 9 4 9-7 9 7 9-4 12 0 16-6 15-7 14-11 11 6 16 9 15-3 15-7 15 10 15-10 15 7 2x6 160 15-0 14-2 13-3 10-0 15-3 13-10 —T4-2 i4-5 14 5 14-2 19 2 14-1 13-4 12-1 9-1 14 4 13-0 13-4 13-7 13-7 13-4 24,0 13-1 12-4 1Q 10 8-2 13-4 12-1 12-4 12 7 12-7 12-4 120 21-0 19-10 18-1 13-11 21-5 19-5 19 10 20-3 20-3 19-10 2x10 16.0 19-1 18-0 15 8 12-1 19 5 17-8 18-0 18 5 18-5 18-0 192 18-0 16-5 14-4 11-0 18-3 16-7 17-0 17-4 17 4 17-0 240 16 8 14-8 12-10 1 9-10 17 0 15-6 15-9 16 1 16-1 15 9 12.0 25-7 24-2 21 4 16-6L20- 23-7 24-2 24-8 24 8 24-2 2x12 i60 23-3 21-4 18-6 21-6 21-11 22-5 22-5 21-11 19.2 21-10 19 6 16-10 L4- 20 2 20-8 21-i 2i-1 20 8 24 0 20-3 17-5 15-1 18-9 19-2 19-7 1 19-7 19-2 c2HEATNINc1. 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DFr--Ht N(--1 (t4 tt 2 X4 V4 C> I C*&5LE- .AVE X1.5 WA 1-l_" -t/4XV LL FL: dG NT H �� � Otd lv"o G t l t � I �. . - �(STlit- it � F -,X cea C fa 5Nt: ncp W JCZ) 5:1wC 15("00 11Sy�s0rt,� SC�t�ls 5-4 M c3G2to-2 SlPApsosl, Co NC G �t.%�9 I -t Aft GC R C-t�'� tldr�X � 3l4" gGR�S ,� NAtL. Tb $tri• W/ r' G 911j CO-MMort N AM f FF1O IJ OF Py C I 2>' t r- X1`4 e 1 t'Lt, REVISIONS BY s■tI•■II■ 1�mJ -x JLJ 7 ILI -� bc a tc - tj 72 00 co •c� w CID CD ca rD �Z Ca W � I w Z a �'4 V1 r-1 DRAWN CHECKED DATE 3 / 201 SCALE JOB No SHEET is— i OF SHEETS ■ Design Criteria 1 Live Loads (Per Section 1607 of FBC 20171 Roof 20 psf Attic Floor 30psf i 2 Dead Loads (Per Section 1606 of FBG 20171 Bottom chord of roof trusses or ceiling jopists 10 psf, Top chord of roof trusses or top of roof rafters 7 psf Bottom Chord of floor joists 5 psf Top chord of floor joists 10 psf 3 Wind Loads (Per Section 1609 of FBC 2017) Ultimate Design Wind Speed, Valt=132 mph, Wind Exposure "C", Risk Category "ll" Structure, GCPi=(+)Or(-)0 18 ( Enclosed Structure), Roof Pitch is more than 7 degrees but equal to or less than 27 degrees, Structure MRH is less than 60 ft 31 Components & Cladding Design Pressures *** Roof a= 3'-4" Zone Effective Wind Area (sq ft) Pressure (psf) 1 10 253 40,1 1 20 231 -390 1 50 196 -376 1 100 179 -364 2 10 263 -699 2 20 231 -644 2 50 195 -569 2 eneral Structural Notes 1 It as the intent of the Engin-ar that this work be in conformance with all requirements of the =athoraties having Durisdi,cta.on over this type of construction and occupancy All Contractors shall do their work in conformance with all applicable codes and regulations 2 The Contractor shall verify all conditions and dimensions at the Job site prior to commencing work 3 Contractor shall supply, locate and build into the work all Inserts, anchors, angles, platos, openings, sleeves, hangers, slab depressions, and pitches as may be required to attach drawings and accommodate other work 4 All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere an the work except where a different detail is shown 5 Subsurface soil condition information IS not available Foundations are designed for 2000 psf soa.l bearing capacity Contractor shall report ary cb ffera.ng conditions to the Designer prior to commencing work 6 It is the Contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building and its component parts during erection 4 Soo 393 -430 4 1000 374 .410 5 100 439 -587 5 200 419 -548 5 500 393 .495 5 1000 374 -456 *** plus and minus signs indicate acting toward and away from the building surfaces respectively 3 2 MWFR System Design Wind Pressures per Simplified Method 2 of ASCE: 7-2010 Edition 3 Roof Snow Load ( Per section 1608 of FBC 20171 Not Applicable, Pg= zero 4 Seismic Design Criteria (per Section 1613 OF EBC20171 Risk Cateogry ll, Importance Factor 1e=1 0, Ss=O I SD=O 06, Site Class "D", Fa=1 6, Fv=2 4, SMS=O 16, SMI=0,144, SDS=O 107, SD1=0 095 Seismic Design Category "A" (Short Period) Stud Frame Wood Bearing Walls=, R=6 5 Cs= (SDS)/ (Rile)=0 0165 But Not Less Than (0 044)(SDS)(le)=0 0047 0 0165 > 0 01 , Thus, Cs= 0 0165 Or 0 01 V=Base Shear --(O 0165)(W) At Roof Level, V=(Roof dead load over Horizontal Tributary Area)(0 0165) + (Half of Wail Dead Load Over Vertical Tributary Area)(0 0165) NE DE V'a USE (2) Rows QF 10d COMMON NAILS 0 12" 0 C rAnCAk. OF (2) 2 x 17W (2) 2 x 12 \ SXD sww 0.4m,, gi USE (3) ROWS I' OF 12d COMMON T— MiI:S 0 12" 0 C. r ^ $ STAGGER NAILS ON BOTH Sims TYPIIAI OF (3X 2�Outem 2 x 12 MULTIPLE MEMBER TAIL ��►�,� f7 (xM FASTENING SCyEDUf.E "B" (rllyL.EgS NOTA O�,SE 100 17 9 -514 Construction Notes 3 10 253 -1034 3 20 231 -967 ROUGH CARPENTRY 3 3 50 100 195 179 -878 1 All sawn lumber shall be'isually graded No 2 Southern pipe a 19% max moisture content 1Bd COMMON J 2 3 OVER 1" x 6" SUBFLOOR To EACH JOINT, FACE NAIL -811 2 Provide fight gauge metal fasteners indicated Securr per fastening schedule publish in the MFG Roof Overhang a= 31-4" 2 NAR, SOLE PLATE TO JOIST OR BLOCKIN0, FACE NAIL catalogue for the maximum capacity U N O Fastenei s exposed to ambient conditions shall be Zone Effective Wind Area (sq ft) t6d COMMON7 Pressuresf) stainless steel and secured with stainless steel nails F isteners at all other locations shall be 2 10 DOUBLE} STUDS FACE NAIL -818 galvanized steel Substitutions are permitted pro, idrd thatty. have an equal or greater capacity 2 20 4 -818 then the specified fasteners and catalogue data is suhinitteil for approval by the architect 2 100 .- -818 3 Install rough carpentry work to comply with N F P A 11 "Manual for wood frame construction," 3 3 10 CONHEADER TO STt)D, TOE -1376 Form E30- "APA Design/construction Guide- Residcnnal and commercial," and the 3 20 100 3 -1241 recommendations of engineered wood products manufacturer (3) ted OR (4) iOd COMMON TO PLATE, TOE NAIL -930 4 Use pressure treated lumber with water borne prm- r natives to comply with AWPA C2 for all Walls a= 3'-4" AND pLATE, FACE NAIL members in contact with masonry or concrete, exposrd framing, and all curbs and blocking used in Zone Effective Wind Area( sq ft) Pressure OVER 1" x 8" % EATT�'NG To EACH BEARING, FACIE NAIL2 connection roofing and waterproofing 4 100 439 -476 5 Provide continuous wood framing members of size and spacing indicated Do not splice structural g 4 200 419 -466 members between supports 4 Soo 393 -430 4 1000 374 .410 5 100 439 -587 5 200 419 -548 5 500 393 .495 5 1000 374 -456 *** plus and minus signs indicate acting toward and away from the building surfaces respectively 3 2 MWFR System Design Wind Pressures per Simplified Method 2 of ASCE: 7-2010 Edition 3 Roof Snow Load ( Per section 1608 of FBC 20171 Not Applicable, Pg= zero 4 Seismic Design Criteria (per Section 1613 OF EBC20171 Risk Cateogry ll, Importance Factor 1e=1 0, Ss=O I SD=O 06, Site Class "D", Fa=1 6, Fv=2 4, SMS=O 16, SMI=0,144, SDS=O 107, SD1=0 095 Seismic Design Category "A" (Short Period) Stud Frame Wood Bearing Walls=, R=6 5 Cs= (SDS)/ (Rile)=0 0165 But Not Less Than (0 044)(SDS)(le)=0 0047 0 0165 > 0 01 , Thus, Cs= 0 0165 Or 0 01 V=Base Shear --(O 0165)(W) At Roof Level, V=(Roof dead load over Horizontal Tributary Area)(0 0165) + (Half of Wail Dead Load Over Vertical Tributary Area)(0 0165) NE DE V'a USE (2) Rows QF 10d COMMON NAILS 0 12" 0 C rAnCAk. OF (2) 2 x 17W (2) 2 x 12 \ SXD sww 0.4m,, gi USE (3) ROWS I' OF 12d COMMON T— MiI:S 0 12" 0 C. r ^ $ STAGGER NAILS ON BOTH Sims TYPIIAI OF (3X 2�Outem 2 x 12 MULTIPLE MEMBER TAIL ��►�,� f7 (xM FASTENING SCyEDUf.E "B" (rllyL.EgS NOTA O�,SE CONNECT N ON PLANS) BAND JOiST TO SILL- OR TOp PLATE:, TOE NAIL JOIST FASTENER 8d NElM13�1t OR SPACII To BAND JOIST, FACE NAIL JDlsr TO- SILL OR GIROM, TOE NAIL 18d COMMON BRIDGiNG To JOIST, TOE NAR. E RCH END 8d COMMON 3- LEDGn STRIP 86 COMM N 3 OR LESS SUBFLOOR TO £i4CH JOIST, FAQ NAIL 1Bd COMMON J 2 3 OVER 1" x 6" SUBFLOOR To EACH JOINT, FACE NAIL 8d COMMON ~ AT EACH JOINT 2' SUBFLOCR To JOIST OR GIRDER, BUND AND FKCE ad COMMON 2 NAR, SOLE PLATE TO JOIST OR BLOCKIN0, FACE NAIL 1$d COMMON3 ~ TOP OR SOLE PLATE To STUD, END NAIL t6d COMMON7 STUD TO SOLE PLATE TOE , TOE NAIL 16d COMMON � 16' O C DOUBLE} STUDS FACE NAIL Sd COMAS - 2 DOEIBLM TOP PLATES, FACE NAIL 10d COMMON 4 ,. Top PLATES, LAP AND iNTERSE,=ONS FACE NAIL lOd %OAA 24` 0 C: w 16" CONTINUOUS HEADER, TWO PIECES .- o a (2} 16d OR {3} tOd CE'UNG �€OSTS To PLATE, TOE NAR. 16d COMMON O01iAf0[i CONHEADER TO STt)D, TOE ~ 8d OOMMON 16` OC, ALONG EACH EDGE NAIL � CEILING JO STS, LAP OVER PARTITIONS, FACE NAIL 8d COMMONCEILING 3 CEUNG JOWS TO PARALLEL RAFTM FACE NAIL RAFTER 3 r (3) ted OR (4) iOd COMMON TO PLATE, TOE NAIL 1" BRACE TO EACH STUD 8d COMMON (3) 18d OR (4) TOd COMMON AND pLATE, FACE NAIL 3 1" z g• OR LESS 94EATI'ONG TO EACH BEARING, r'ACE NAIL2 8d COMMON ' ' OVER 1" x 8" % EATT�'NG To EACH BEARING, FACIE NAIL2 8d COMMON BVILT-UP CORNER STUDS 8d COMMON SUILT-Up Gimms AND aEAMS, W THREE. M M MRS 16a COMMON 3 24" O.C. 20d COMMON 32" G C AT TOP AND S6't,vM STAGGERED .A'''ID 0 4 vel A Lk 2' (2) 2x P T M #2 FASTEN TO CMU BLOCK / JAMB 1Y/ AV O x 4 )/4" LONG TAP4NS ON 6" 0C 1 ' ti 8"x8"x16" CM0 BLOCK PLAN VIEW WALL C MU ACLS OFFICE Copy ry � f ■ Design Criteria 1 Live Loads (Per Section 1607 of FBC 2017) Roof 20 psf Attic Floor 30psf i 2 Dead Loads (Per Section 1606 of FBG 20171 Bottom chord of roof trusses or ceiling lopists 10 psf, Top chord of roof trusses or top of roof rafters 7 psf Bottom Chord of floor joists 5 psf Top chord of floorjoists' 10 psf General Structural Notes __ � 4 `'•" 1 It is the intent of the Engineer that this work be in conformance with all requirements of the authorities having 3urisdiction over this type of construction and occupancy All Contractors shall do their work in conformance with all applicable codes and regulations 2 The Contractor shall verify all conditions and dimensions at the fob site prior to commencing work 3 Contractor shall supply, locate and build into the work all inserts anchors angles plates openings sleeves han ers slab 3 Wind Loads (Per Section 1609 of FBC 2017) ON PLANS) ' depressions, and pitches as may be required to attach draa wings and Ultimate Design Wind Speed, Valt=132 mph, Wind Exposure "C", Risk BAND JOEST 70 SILL OR TOP PLATE, TOE MALNFvtME accommodate other work Category "ll" Structure, GCPi=(+)Or(-)0 18 ( Enclosed Structure), Roof Pitch ad r ' 6 d C..18d is more than 7 degrees but equal to or less than 27 degrees, Structure MRH COMMt3Tt 4 All details and sections shown on the drawings are intended to be is less than 60 ft - BRIDGING TO JOIST, TOE NAP. EACH END typical and shall be construed to apply to any similar situation `4 � $a COMMON 2 elsewhere in the work except where a different detail is shown 31 Components & Cladding Design Pressures *** I" x 6' OR LESS SUSFLOOR To EACH. JOIST, FACT= NAIL 16d COMMON - - Roof a= 3'-4" 8d COMMON 2 S Subsurface soil condition information is not available Zone Effective Wind Area (sq ft } Pressge (psf) 2' SUBFLOOR To JOIST OR GERDER, BLIND AND" FXCE NAIL Foundations are designed for 2000 psf soil bearing capacity 1 10 253 -40,1 Contractor shall report any differing conditions to the Designer 1 20 231 -390 prior to commencing work 1 50 1 100 196 179 -376 -364 DOUBLED STUDS FACE~ NAIL 6 It is the Contractor's sole responsibility to determine erection 2 10 253 -699 24` 0 C w procedure and sequence to insure the safety of the building and lOd ibiAMIJN ' E " 116" O C. ' CONTINUOUS HEADER, TiMO PIECES(2) its component parts during erection 2 20 231 -644 8d COM MON 2 50 196 -569 CEILING JVSTS, LLP OVER PARTITIONS, FACE NAIL 2 100 179 -514 Construction Notes 3 10 253 -1034 (3) t6d OR (4) 10d COMMON - 3 20 231 .967 ROUGH CARPENTRY 3 50 195 -878 1 All sawn lumber shall be visually graded No 2 Southern pine @ 19% max moisture content 3 100 179 -811 2 Provide light gauge metal fasteners indicated Secure per fastening schedule publish in the MFG BUILT—UP CORNED STUDS 3 BUILT—UP GIRDERS AND BEAMS, OF THREE MEMStRS catalogue for the maximum capacity U N O Fasteners exposed to ambient conditions shall be Roof Overhang a= 31.4" 20d COMMON 32* O.C. AT TOP AND stainless steel and secured with stainless steel nails Fasteners at all other locations shall be Zone Effective Wird Area (sq ft) BOTTOM AND STAGGERED Pressure fps f) galvanized steel Substitutions are permitted provided that they have an equal or greater capacity 2 10 -81 8 2 20 -81 8 then the specified fasteners and catalogue data is submitted for approval by the architect 2 100 -81 8 3 Install rough carpentry work to comply with N F P A 11 "Manual for wood frame construction," � 3 10 -1376 Form E30- "APA Design/construction Guide- Residential and commercial," and the 3 20 -1241 recommendations of engineered wood products manufacturer 3 100 -930 4 Use pressure treated lumber with water borne preservatives to comply with AWPA C2 for all members in contact with masonry or concrete, exposed framing, and all curbs and blocking used in Walls a= 3'-4" connection roofing and waterproofing Zone Effective Wind Area ( sq ft) Pressure ( psf} 5 Provide continuous wood framing members of size and spacing indicated Do not splice structural 4 100 439 -476 members between supports 4 200 419 -456 4 Soo 393 -430 4 1000 374 -410 5 100 439 -587 5 200 419 -548 5 Soo 393 -496 5 1000 374 -456 *** plus and minus signs indicate acting toward and away from the building surfaces respectively 3 2 MWFR System Design Wind Pressures per Simplified Method 2 of ASCE 'i-2010 Edition 3 Roof Snow Load ( Per section 1608 of FBC 201 Not Applicable, Pg= zero 4 Seismic Design Criteria (per Section 1613 OF FBC 2017) Risk Cateogry 11, Importance Factor 1e=1 0, Ss=01 SD=0 06, Site Class "D", Fa=1 6, Fv=2 4, SMS=O 16, SMI=0,144, SDS=O 107, SD1=0 095 Seismic Design Category "A" (Short Period) Stud Frame Wood Bearing Walls=, R=6 5 Cs= (SDS)! (R/le)=0 0165 But Not Less Than (0 044)(SDS)(le)=0 0047 Or 0 01 0 0165 > 0 01 , Thus, Cs= 0 0165 V=Base Shear=(O 0166)M) At Roof Level, V=(Roof"dead load over Horizontal Tributary Area)(0 0165) + (kalf of Wall Dead Load Over Vertical Tributary Area)(0 I01 65) NE DE V0 - use (2) Rows OF 10d COMMON NAILS 0 12" O O IMCAI. Of (2) 2 x 6 ' HRU (2) 2 x 112 SOLID SAWN LIJt19M USE (3) ROWS OF 12d COMMON NAILS 0 12' 0 C. �d STAGGER NAILS ON BOTH SIDES iVPICAI. W (3) 2x10 (3) 9 x 12 UUM MULTIPLE MEMBER TAIL „M" Mrs) 11 FASTENING SCHEDULE "B" (UNLIT SS NOTED OTHERWISE ON PLANS) CONNECTION '�rr�rwr BAND JOEST 70 SILL OR TOP PLATE, TOE MALNFvtME FASTENER R OR SPACING JOIST TO BAND JOIST, FACE NAIL ad r ' 6 d C..18d 02 COMMt3Tt 3 ,101sT To SILL OR GIRDER, TOE NAIL - BRIDGING TO JOIST, TOE NAP. EACH END `4 � $a COMMON 2 LEDGV: STRIP - I" x 6' OR LESS SUSFLOOR To EACH. JOIST, FACT= NAIL 16d COMMON - - 3 AT EACH JOENT µ , 8d COMMON 2 OVER 1'X 6" SUBFLOOR To EACH JOENT, FACE: NAIL sd COMMON ' .. . 2' SUBFLOOR To JOIST OR GERDER, BLIND AND" FXCE NAIL 116E COMMON 3 SOLE PLATE: TO JOIST OR BLOCKING, FACE NAIL2 16d COMMON TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON {> le 0C. SND TO SOLE PLATF, TOE NAIL 2 " - Sd COMMON � .. 4 DOUBLED STUDS FACE~ NAIL DOUBE.ED TOP PLATES, FACE NAIL 10d COMMON _ ' 24` 0 C w ^ TOP PLATES, LAP AND INTERSECTIONS FACE NAIL lOd ibiAMIJN ' E " 116" O C. ' CONTINUOUS HEADER, TiMO PIECES(2) 1184 OR (3) Tod COMMIM CEILING JO+STS TO PLATE, TOE NAIL 16d COMMON " 16" O -c, ALONG EACH EDGE 8d COM MON 3 CONTINUOUS HEADER TO STUD, TOE NAIL 8d COMMON CEILING JVSTS, LLP OVER PARTITIONS, FACE NAIL _ " 3 CEILING JOISTS TO PARALLELRAFTERS, FACE NAIL r _ 137 t6d OR (4) 10d COMMON RAFTER TO PLATE, TOE NAIL. n (3) t6d OR (4) 10d COMMON 8d COMMON 3 V BRACE TO EACHSTUD At D PLATE, FACE NAIL E3tt COMMQN 1" x 8` OR LESS SHEATMG TO EACH BEARING, FACE NAA. 'Od COMMON E OVER 1' x 8' SHAiHMG TO EACH BEARING, FAtJE NAIL 8d COMMON 2 _ BUILT—UP CORNED STUDS 3 BUILT—UP GIRDERS AND BEAMS, OF THREE MEMStRS 16d COMMON 24" 0X. 20d COMMON 32* O.C. AT TOP AND BOTTOM AND STAGGERED 2 RAM Atm es reru ceu s.,E 7x4 1&f0Z WALL V41 51b 4 2' (2) 2x P T SYP #2 FAIN TO CMU BLOCK JAMB W/ Ys" O x 4 34` LONG TAP4NS ON 6' 0C i 8°x8"x16" CMU BLOCK DETAIL_ ggP" PLAN ViEW S--7UD WALLS CMU WALLS 'OFFR'r COPY ti x < o�LU F Wi D UJ t �'y JOB NUMM lgo13 SH€U NUEWEERR S-2.of I LI; '�rr�rwr r 11 M Cq 1 �--I 02 `4 � Z F-ri F i C) - :Zq r� Ig .c � M H 0 r ti x < o�LU F Wi D UJ t �'y JOB NUMM lgo13 SH€U NUEWEERR S-2.of I