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336 10th St 2013 deckpegola w (Y m wLJ -Z ZW a 1 ,, & Q" j < W t'7 -y W Q y R -r " z Z DESIGN SPECIFICATIONS : f12' = z n v z t- _ C� Q "� 11S � U. DESIGN CODE: 2010 FLORIDA BUILDING CODE o w OCCUPANCY: RESIDENTIAL GROUP R-3ONE AND TWO-FAMILY DWELLINGS a R-3 (ONE I I I I I I I I I I I OL o n W CONSTRUCTION: TYPE V, UNPROTECTED 4 Z z I I I I I I I I J _____ L _ � J— _ _I_ -1 _ � J L_ I I I I I I I I I I I �wz BASIC WIND SPEED: 120 MPH W aW RISK CATEGORY: I I I 1 I I I I I I I I LL 0 z a -' o I I I I I I I I I I I mow am mv-� U. WIND EXPOSURE: B i i i i i iLL i i i i i wLzj I I I I I I I I I I I owzz INTERNAL PRESSURE COEFFICIENT: t 0.00 OPEN I I ► I ► I I I I I IM LU 0 I I I I I I I I I I t ao �Z z MAXIMUM DESIGN WIND PRESSURES (PSF): I I I I I I I I I I i a �L CN DESIGN LIVE LOADS: I I I I I I I oco ROOF: 20 PSF I I I I I I I I I I zttz _ nZ QO LDESIGN' DEAD LOADS: Z –0ROOF: 10 PSF 4" CONC. SLAB REINF. w FIBERMESH Qa REINF. OVER 10 MIL, VAPOR OR Wz Ln pN 1 00 Ln i CONTRACTOR MAY INSTALL PAVERS IN � < O_! 1 0r it 0 THIS AREA PER THE HOMEOWNERS � j. . W N _ Q0 RECOMMENDATION i EEi�z < LLLnZ � � wd SOILS: cnZ w0Cr)w o CD d- Elf MINIMUM ALLOWABLE SOIL BEARING CAPACITY 2500 PSF I I I I ~ --� ` < Zw0')�wSUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO Q z ' W THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE Li FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE FOUNDATION w O XQ � SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS MATERIAL, SOIL MUST I I I I I I I I ► I I w = -_ I I I I I i I I I I i w ~ �Q Iw- � . = �-- BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 2'-0" BELOW THE BOTTOM OF ii i i i i i i i i i v THE FOOTING. I I I I i I I I I ► I Q 0 I I I ► I I I ► I I I m t- I I I I I I I I I ► i FOOTINGS .AND FOUNDATIONS: I I I I I I I ► I ' N.S. BM,, sMLd FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. U 1 1 I I I I I I I L I I I I I I ( ) WELDED WIRE REINFORCING (WWR): SHALL BE ASTM A185, FURNISH IN FLAT SHEET I i I _ ► - - I I I _ - I - i I I I ,�, CONCRETE: N --I T- �- I t I I I I I I I I I � � I I I I I I I I I I _ CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. - - CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC. a Now 2'X2'X2' DEEP FTG. w/(2)#5 Qj w SLAB ON GRADE BARS E.W. TOP & BOTTOM UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A (n'P. 4-PLACES) 2'`O EMBEDDDED, SEAR E TDETAIL V 10 MIL. VAPOR BARRIER AND THE SOIL SHALL BE PREPARED FOR TERMITE PREVENTION PRIOR TO Al (TYP. 4-PLACES) A 1 w POURING. 6x6 W1 .4xW1 .4 WWR TO BE PLACED IN THE CENTER OF THE SLAB. WWR SHALL BE LAPPED 8". THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWR. MINIMUM FIBER LENGTH = 1/2". S S _ STEEL REINFORCEMENT: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, J ACI 318 AND AS NOTED IN THESE PLANS. - FRAMING PLAN _ - - -CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: FOUNDA TION PLAN0 I__ J 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH Z W �-�- 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND — SCALE: 112 = 1 '- 0 0 " o W = 1 -1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SCALE. 1/2 - 1 - 0 _ I VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. W (/� WZ ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING 0 DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD = m v ACCESORIES DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: MASONRY: 48 BAR DIA. 0 f=- > CORNER REINFORCEMENT SHALL BE LAPPED 30". Q o I WOOD: W � Q d ALL WOOD FRAMING SHALL BE WESTERN CEDAR NO. 2 (Fb = 700 PSI, E=1 ,000 KSI) OR BETTER. _ GENERAL NOTES 1 . CODES USED: 2010 FLORIDA BUILDING CODE, ACI, NDS, AND ASCE-7-10. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING A JURISDICTION OVER THE WORK. I MIN. (3) A"O x 3� EXTERIOR WOOD m m a m SCREWS FASTENED INTO 2x8 BEAMS ; v n 0 aj 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION, EA. !END OF RAFTERS o 0000 a o 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN (2) Y2"O x 3" (H.D.G. LAG CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS, SCREWS AT EACH BEAM TO POST CONN. (ST GGER 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS SCPEWS) W CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. 2X8 CEDAR BEAMS 0 2x6 CEDAR RAFTERS — 0 16" o.c. 0— x W < W 6 6 CEDAR POST Q NOTCH POST FO IvLW — TO BEAR ON (TY ) zo 0 W < zco © � REVISION �j 1 C= f N0. DATE REVISED N . moi A ®a 2'X2'X2' DEEP F,fG. w/(2)#5 2'-0" 1mass m BARS E.W. TOP & BOTTOM COI . EIS EDIVIENT AND f3w25f ATTACHMENT DETAIL Al SCALE: 1 /2"=l '—O" SAW f