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Ahern Street 380 r 1 1 vast �i - URIKI onnectorSchedule t �i N " i - - ruses Q 24 inches on c gra:' ,� ,•� , Roof Area: 1365 square feet M { Bearing � 2 Perimeter: Uplift: 30E/ .2 i 'd sq. lit. X 30 lbs./sq. ft. = 401,950 lbs. I� • : 40,950 divided y 288 lin. ft. = 142 lbs./lin. ft. Truss 284 •fo : Io Each T lbs. average � Use Ps H2.5 415 l - I S � xm on � �Tup � I i i. � f � 142 Stud to bottom solegate at sly 1 X 1.33 — .. 1 fin.H S 1 19(1 bs W 0 Lh 5t�hbs Use Sim ' 2.5 4 lbs.Cot a >, - Stud to Stud Second fl r trusses '� - 190 b X 48 inches c es t 01 on centers 7 lbs lbs ��' ab to Ott Install � Use Simpson a inches on centers = 12051 inch strap ti t h p o s t ( c sheathing.gat inches L � • -Add 48 'n ra 'e fee of hex 48 � r/2 { rs on cerate , O Q a f rA ow Additi nal Hold wn Conn • _ , g�, 02 See Floor Plan for locations e - • G•C7 , (� fix,- Use Simpson HbSA with red head anchor bolt into ti a L . 0r5s. W W existing . I �� lab n s ' - P,1449 N PI oo Nailing inQ Schedule W p , `� otNE inches on centers of supported edges ( the sea � nails at 6 in n ; in h ms) � a 1 centers at intermedi- ate 8d nails at 2 inches on supports ( in the field) 8d nails at 4 inches on centers around all openings. e� p ps 0. C i Exterior Windows and Doors - y /8"~i`IhC.ItXf� 1. Materials Installation of the window.and door units, and associated are, shall be as specified in the manufacturer's installation U.S. hardware, directions for the 120 MPH 3 second K W ( �)� Exposure Category Wind Borne Debris Zone as defined in the Florida Building Code. The .a `1 Contractor shall submit to the Atlantic Beach Building Department all " / R ti 2.6 �•�T� tt' QV applicable manufacturer's information and test data to support these � t � requirements. - ` 2. See Design Pressures For Openings Chart. A P P R o v E p y Ix CITY 0h A11.ANTIC BEACH ...M 11 1 aul 0 N MA`( 0q 2003 w Veneer Exterior Wall Surfaces © 1. Veneer exterior wall surfaces shall be Hardie C . a d>te Board Lap Siding ovee ( „ Qt, minimum of one layer of 6 mill visqueen or equal vapor barrier' s g 1 a d he sheathing. The nails shall be hot dipped ; rave over dural`a.' em nYzed siding nails and shall be ofproper , � a t , . h li h i the shalCIAl t s en t trat through the sheathing. The app ca "oa o hhingles Pin be in strict -, � ccordance with the Manufacturer's Application Manual for Exterior Walk The shingles and application shall PP be in strict accordance with the Florida Building Code, Exposure Category "C", Wind Borne Debris `. Zone. The Contractor shall submit to the Atlantic Beach Building rtm Depa Brat any and all information required by them to substantiate the required installation. a� 'FLORIDA BUILDING C . RIQ x � - c� a - � PRESSURESOPEN � SU FORiNGS T MIF "�. •1�1 w . V <. knv hwue Fedor r 120 o Pnwwwd SW.* ti/� od I ...: ,. EkA CNWA NAM `. Job 11m Raaf"WON(ro xo D�rcrlpebn ahem se rN V . _X 11411MMe WkNh(F4 so eke"Lordem(M 30 Lo Raofibp� 4c/71 3.5 Jab Mumb+r Ahern Sbiet •,� - Dow WALL OPENING �r s �. y. w�anl rfewcrtt � - MAreK .tarp = C► r��tl� PRE"ME JLw A T + 6 4 1 31A ,�u ' 1 Opor 5 447 A 3.5 3 e.rrr31.2 -3L7 3.5 2.67 6.67 32.1 .04 3 So AAertz • ,. JL - ; U lift QSchedule ne r r� ie rs- rd' � Roof Area: 136 M - T c S care feet � ., Bearm Perimeter: � `Uplift: 30#/sq. ft = 40,950 lbs, _ divided 288 lin. fL = 142 1365 sq. ft. X 30 lbs./ W - - 40,950 � by lbs./lin. ft, N 2 lbs. average To Each Truss�284 W • Use Simpson H2.5 = 415 1 • ytups � _ i G !� Stpd to , Qm sole elate at slgb -.-� I bort f 142 lbs.Ain. ft. X 1.33 ft. = 190 lbs. Use Simpson H2.5 = 415 lbs. W ' . . � � pt,�1F��x7• S t at on floor � x C71 ry — S'�, Aip bs. X 48 inches on centers = 570 lbs lbs. 51 9e Simpson LFTA at 48 inches on centers 1205lbsE �1.� �� t�G�• � Use ! Install prior to application of sheathing Add 48 inch strap tie to face of sheathing at 48 inches " O C� - T � gV Cj 1 I S on centers t Additi nal Hold w Connecto 4 .. n rs a H v a ovl l•l coN 1 � �•' See Floor Plan for locations � V �0 0 . � � �.& S GN�n � W t Use Simpson HDSA with red head anchor bolt into � a eras t, b. .., _ 3• �� existing ala [� C N)a Io h-�9 Pl ood NailingSchedule W t� 0L., 8d nails at 6 inches on centers of supported edges I Pow 15, ` I-rt't- ccµf t.. . A d eams)r (in the s u 8d nails at 12 inches on centers at intermediate arts ( i t el - supports n he field) 8d nails at 4 inches on centers around all openings 1 �' pp i4it, _ Doors Windows an tt �i 1. Materials Installation of the window and door units, and associated shall be as specified installation � � directions for the 120 Gfrl d sts)sEaposure Category � L MPH (3 recon gu •� Wind Borne Debris Zone as defined in the Florida Building d g Code. The Contractor shall submit t bmit o the Atlantic Beach Building Department rr tel a - 4� / u�'� `' applicable manufacturer's information and test data to sup rt thesel o � lira requirements. Ppo. � -. 2. See Design Pressures For Openings Chart. y d 4- A allVeneer Exterior Wall Surfaces06 K (2i �� Y�.�►: lilt 1. Veneer exterior wall surfaces shall. be Hardie Board Lap Siding over- © O �1 A.L. C. S � G � 1 �' h•.� minimum of one layer of 6 mill vi ueen orbarrierV Y sq equal vapor membrane over the sheathing. The nails shall be hot dipped me a structu 49 galvanized sidingnails and shall beof proper ng . - - trate _ Of shingles hall be i strict through the sheathing. The application the s wg es s n b � tar's A Exterior M Fuu, lls. The shin red hon 'hall be otrict n z e. or esti al f E acro once w the Manufacturer's ppli u or Wa 'ogles a appl•ca i a in accordance with the Florida Buildi ry "C", Wind Borne Debris o shall submit t h Atlantic Bea Zone. The Contractor al E u mi�t�e� t antic h Building Department any and all information required by them to substantiate 'm t r,,lG UGi�f. P the required installation. CL LV I •FLOR.IDA BUILDING CODE-, 2401 � 2>< P o o • �Q :' .; _ DESIGN PRESSURES FOR OPENINGS .� � � , jqe ' Q w,t,a v.�Kr(�1 120 canprrgr st.r.Rood.. 1.00 PvMmvd c amp > . . C11rnt Nw" Bur ar corAchwit�. OAS . , Job DrreriPNon Ahern 8hwst © vts +�+Fedor :::�,:, Nit"Roof 1 wo (Ity V 1 " 9r�I YYtdM�pq � 0litss , 15 N N0 Lanotb(M 30 # Roof 3 K%Wrdw . sb'Po Gr171 •� Job Man&ka.t WALL OPENINGS a 4�. Dl SCVAPT MOK rot KAMMUM NEGATIVE PRESSURE t+IARK zD/E ELEV. wtorn r{£,c,lt PREE�UItE � I V AObt 4 6 4 S 31 -34 7 (� 1 Door 4 3.5 3 617 3+.8 .34.7 2 Dow 4 15{ ' ..�w•tiL i�_ r 2.67 E.67 31.1 -34.9 LO ObIA+to i r •• 38'0 � s� N i .DQ pCif Connector Schedule S4 Roof Area: � 288 ]in.Perimeter. N plift: 30#/sq. ft. , Z 1365 sq. ft.•X 30 lbsJsq ft. .40,950 lbs. i 409950 divided by 288 lin. ft. 142 lbs./lin. ft. 5 Truss 284 average Use Simpson. H2,5b 415 lbs. Each : - us - x Stud to bo om sole plate s sl r ` ` 142 lbs-Ain. ft. �,. _ X 1.33 ft. = 190 lbs. �4, Icy Use Simpson H2.5 = 415 lbs. I� O C!1 � dl0j? $ d to Slud at S on4 floor =MW Q 190 lbs. X 48 inches on centers =570 lbs lbs: Use Simpson LFTA at 48 inches on centers 1205 lbs. Ps +� Install prior to application of sheathing. esAdd48inch strap tie to face of sheathing t 48 inch N i Ion centers © C) i � © '- Additi nal H Id wn Conn to 4 r Hv .. 011 �.,. Plan for locations .. ! f I lr}� b � Go Nt - See Floor Use Simpson HD5A with red head anchor bolt into W Q► 151 ­ 44. existing slab. _ a- 8 3 8 13 . .E g t o Its 5 t: N P49 PI ood Nailing Schedule W � • b vQL 8d nails at 6 inches on centers of supported edges A ' `� a`i"Nz- (in the seams) O O 8d nails at 12 inches on centers at intermediate E I supports ( in the field) 8d nails at 4 inches on centers around all openings IL • �`Ma Uas Exterior � . ; .. _. r Windows and Doors - - O - Q ' (1 ►i 1. Materials Installation of the window and door units, and associated -4� Illp1p;3"111. fill hardware, shall be as specified in the manufacturers installation G directions'for the 120 MPH (3 second gusts), Exposure Category "C", Wind Borne Debris Zone as defined in the Florida Building- g Cod e• The .0 , Contractor shall submit to the Atlantic Beach Building Department all V 1�fw_Oil 2'r' applicable manufacturer's information and test data to support these requirements. Pressures For Chir . See Design P Openings art. OWN• Veneer Exterior Wall Surfaces rA all d • Hri���i•�► L � r,. G -10' �( 1. Veneer exterior wall surfaces shall be Hardie Board Lap Siding over minimum of one layer of 6 mill vi ueen or equal vapor barrier sq eq p membrane over the structural sheathing. The nails shall be hot dipped •� it b galvanizedsiding na sand shall be of proper length to penetrate ti tri t through the sheathing. The application of the shingles shall be in c . accordance withManufacturer's Application Manual for Exterior n application strict'`'Valls. The shingles and app ca "on shall be ins accordance with . _ the Florida Building Code, Exposure re Category "C", WiBorne Debris Zone. The Contractor shall submit to the Ailanh'cBeach�Bi 'ng U Department any and all information required by them to substantiate a e required-installation. � FLORIDA BUILDING CODE-, 2001 2>t t� DESIGN PRESSURES FOR OPENINGS •� VERSM 1.01 MAM9T J06 MIF M • W1nd Veloeb 00) 12oQ Cd Con+p•rgi Sure Rhodes Expo"m Caftpwy C 00 rr,"-- C C3•°�y°BN u <, hoot f Pnaswe coeM Jord± 0.18 Job 006.. M �80" khm n Roof!1@10 (M 20 ;�e '' ' • r , 8 WkNh(M 34 (lrlFdkp lerplh(fq 30 Rapt Sk" (IC12) 3.5 Job Nwnber Ahern Sb*k J. Q q WALL OPENINGS Lyw J `a �c DEaaerrm zoNE tuv- wom FEWn PftEillV& PWASUM A T Da 4 6 4 s 318 347 1 Door 4 3.8 3 8.87 31.8 -34.7 2 Decor 4 3.6 2.87 8.87 32.1 3&9 c00 LO f