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475 Whiting Ln - Plans 50 I-011 Wallow By .121-011 FRELIMINARY ISSUE AUSUST 6, 2002 -------- ----------------------------- REVISION RPF XTOBEK 15,2002 --------------- --N ------------ F------ --------- ------------ t t I To L------ ----------------- -9 L--------- ---------------- 11521 1 L---------- --------------- L---J I L -JII I? -9 r---------------------------------------------------------------------------------------- f! 0UNPAT I ON PLAN, WALI: 1/4" 1'-0" Q 541-1011 111-011 151-1011 I&I-011 121-011 A k ------------------- 101-4m 111-08 21-1011 41-1011 61-411 41-1011 51-411 61-611 ------------ ---- --------------- L =AA 4 1 5 1/211 on 36" HIOH FOLDINIS COUNTER I KNIM TUB 1 6OF`FIT SPACE SHOMR ABOVE BATH 01-011 r----------------I .18c, L--------- ----------- Ll TILE 1 41 (2)50 4 SH 11-511 J21 /21 21-611 51-611 IL lill T -- 111/2 111-411 z W.0 44 --A�--- PRYM VW- LINE OF KALL SOFFIT SITTINS AREA EMOA C.OtmT1K ABOVE > Ub�ymo4y v—, I 1 &'-0" 1 101 &'-0" CoEIL NO Dow CoARMT z -0111 1-511 SHMT Villyl. ION 15011 H 10 x W-11" tABLE lu 1 61-01 M;6'-1 1/2' dl'-b" x 16;- IR 1 12l-41/211 T-41/2 21-211 L X 1 2466 PKT. T r 2-96b -T--------------------;�s"j 1466 TRIMMED OP'Cv. ----------------------------------------------j (5) SH. -IN CL b 11 , PINIM AAREA 61-0 in 7R + 2� OFT. I >.�-- (2)16 6 61-11 x 11-41 *8 1 1 Li 1 4:-11- 1 51FOLD W1 L A" (2 Roofs PLAN R + 5 50" B) INCT IOV APJ. AB 7VZ WALE: 1/6" 1'-0" 01 F COMPUTER RM. CaL. I n It Tv OA60 MASTER MORK I KITCHM &'-0" CoMILINIS Nkl-� I 1 &-0" CEILINS I ------------------------- �---4 1 ;R CARPET n CARPET /A\ T-O" x &'-5 1/211 x 14'-M" 10 13ATH No. I RZ!L4CATE KCAW + (2)I66b :z -------- VE COLOSAT OE BIFOLD :z up cA5. KALU#AAY Z LIVIN-6 ROOM L W-DOM No. 2 MOM PRAMN BY Ice lRobart 10. Powler &MOKM BY AP PROVED 1pous Oar �CITY. OF ATLA4TIC BEACH DATE 10 L I BUILDING OFFf L----------------------- 41 Oretober 15, 2002 !*50 SH WO SH %50 SH 2 0 02 11 Imoll f----------------------------------------------------------- 1/4 1 JOB NLMM '0 0212XXXX L--------------------------------------------------------------- 111-011 451-1011 541-1011 RECEIVED OCT 2 9 2002 r fm L 0 0 R�F L A N. BY: ---- WALE: 1/4" = 1'-0" SHOT I Ole 5 SHM F"Glow BY MLIMINARY ISWE R" AU&JST 6, 2002 REVISIONS RPF OCTOBER 15, 2002 -1 IT 111 11 11 IT III IIITII 111111 11 11 11 111 11 11 1 111 11 1 11 11 IT 11 11 IT 11 11 1 11 1 IT 11 11 IT;11 11 IT 11 1 1 FT I F IT T ----------- - '77 L----------------------------------------------------------------------------------------------j F---------------------------------------------------- r --------------------------------------4 I I L--------------------------------------J ELE \/ ATION, LEFT SIDE ELE \IATION, SCALE: 1/4" I'-V WALM 1/4" I'-Oil F- 0 < H IT 11 H 11 11MI -11 [til H [Ill HH11 111til 11 Itil IIItII 111111 111111 1111 11 1111 11 111 ] 11 11 Itil I IT I I u lHil u-IT--11 H [I I I I u IT I I u Ll I I H [j I I u [I I I H 11 11 u 1111 u 1111 u 1i I I u IT i I 1 11 111 H I i i I 1 11 11 1 1 ----------------- -------- - ----- ---------- --- ------------ CI .17 ------------- L---------------------------------------------------- ---------------------------- of ----------------------- ------------ --------------------------r -------------------------------------- L------------------------ -------------- L---------------------------L---------------------------------------- lu U- IR16HT SIVE ELE \/ ATION, REAR ELE \/ ATI ON. WALE: 1/4111 11-oll WALE: 1/4" 1'-0" ul z lu EXISTING, ROOF TO 51 REMOVEIP, of ANIP NMH TIM ATTACHM To < EXISTIMS HITH FLITCH PLATES. SEE KALL SECTION SAVE! EXISTING MKINs FOR REUSE. MNTAIL SHEET 12 12 SEE K&L SECTION 23 DETAIL SHEET 2.5 WEX TI ATI MA TI AITI7 EXISTING TR.6W ISTINS Roof EX15TINO TRISS TO EXISTING R40F tu EXISTING, RESIDENCE SITTINIS? AftA LMND R j i DRAM 15Y -----------U. ------ Robert F. r-ovdar C+Irxw BY --- -------- DATE October 15, 2002 T R A N 9 V E R 9 E 9 E 0 T 1 0 N T R A N 9 V E R 9 E 9 E C T 1 0 N 1/411 = I Imoll NLMM WALE: 1/4" 1'-0" WALE: 1/4" I'-V 0212XXXX GHW L LJJ I I I 11 LL I L I yh I i I I P,ILI I"I, I I =1 I I ILI ffil L pl , �P,1 4 14 %M 2 OF 5 SHLrM RAVIslow By MRELIMINARY 199Z RFF OCTOBER 13, 2002 SENERAL NOTES: ENGINEER TO PRCIVIDE HURRICANE UPLIFT LOCATIONS AND CHOOSE STRAPPING MANUFACTURER AND MODEL NUMBER OF UPLIFT CLIPS; AS AELL AS PROVIDINS ALL CALCULATIONS NEEDED. ROOF RISE 15 APPROXIMATI 2.5 12 THROUGHOUT, TO MATCH EXISTINS9 RISE. 12 25 NEX ME-ENSINEEREP NOTE: TRUSSES TO 51 R-50 BATT OR E0AW 01260NED TO REST BLOWN INSULATION. UPON EXISTINO ONES. NEA ME-ENSINEERED USE FLITI PLATES OR Tmm OTHER AC4EPTABLE FRE-ENOINEERW 12 FASTENINS SYSTEMS. NEA ROOFIN67 SYSTEM R-30 BATT OR IWIV. TRUSSES, P41TH RISE 25 TO MATCH EXISTINS. BLOWN INSULATION. TO MATCH EXISTIN& EXISTINIS 5/61, EXTERIOR SPAVE TRUS6 TRUSSES. ALL DETAILS lot YV Ak V-2 1/4 Alik 901-21/4 TO MATCH EXISTINO. i HW�A� ------- 'IF Y PLATE HT. %r PLATE HT. VAVE 0IIIISERS, OF 5/611 OpYr. BOARD EAVE TO MATCH THAT OF EXISTINS HOUSE. EXISTINS TRUM TO BE RZMOVW. DECORATIVE BAND TO MATCH THAT OF 5/6" e1YF. BOARD EXISINe HOUSE. ON 5/4" FURRINe. 5/4" SYNTHETIC STU= IL FINISH SYSTEM. Z NEA SO' e". BOARD V'40 6,0ft-DRILLIP OR ON NEA 5/4" MMINS NOTO-W HIMEL BLOCK :, TO A000MOVATF. TIE- ON EXISTINe 6" THICK MASONRY AALL. I ell DOAN. eROUT SOLIV. > a < DECORATIVE BAND TO MATCH THAT OF uj EXISTINS, NEA CONSTRUCTION, EXISINe HOUSE. of HEBEL, &I' AA0 BLOCK AALL W 05 R15AR NEA BASEBOARD TO VI%T. REINFOWolNe MATCH EXISTINCv. AT 4W 0.1 MAXIMUM AOOV BASEBOARD AND AT ALL CORNERS. PROVIDE CoONT. 1/2 Z 2XISTINS EXR. JOINT AT MM 4' REINF. COWo. tn CIONCORM SLAB or WA SLI DOML SLAS ON A 6 MIL. -TYPE I'M" MORTAR TO EXISTINe AS RWV. VAPOR BARRIER. LEVELINO BED. lu I-oil I-ON ak 0 gk 0 . .9. , - \r FINISH 12L. T FINISH FL. A 4v A (12ATUKI eKAVE A. Co.M.U. "J" BLOCK ..q. YV CONT. 05 REBAR. 6" C.M.U. STEM AALL WWACTED, TERMITE-TREATED ORANULAR FILL. < A CONCRETE FOOTINe IOV (5) #5 REBAR CoONT. tu 21-011 OL tD DRAM 1W Robert P. Powler ofeam fw HALL SECTION 0 L CTION 0 Vous pap VAM NEA CONSTRUCTION NSITION NEA AALL EAVE CONDITION 0c.Wmr 15, 2002 WAU WALI: 5/4" m 11-011 SCALE: 5/411 = II-011 1/411 = I 1�011 im mimmm 0212XXXX -"MOO or 5 Wam 50 I-Ol I By 121-011 MUMINARY ISSUE RpF AUSUST 6, 2002 -------- ---------------------------- --1 RIVISION R" OCTOBER 15, 2002 — ---- -------------------------- -- ---------f'- ------------ To r, L------ ----------------- -9 ff-- I I L_-_-_------ --------------- -- - ------ ---------------- nw-0 L___J LM I L__Jll L---JJ -9 r------------------------------------------------------------------- ----------------------- fmOUNPATION PLAN. WALE: 1/4" 1'-0" 541-1011 121-011 r------------------ 101-4n 111_011 21-1011 4 1-10 11 41-1011 51-411 a 40 SH -------------- 56" HISH FOLDINO COUNTMT-... j 7rn/ I I I KNEE TUB 1 SOFFIT SPACE SHOMR ABOVE BATH No. 2 1 r----------------1 L_y_j J ---------------------------- TILE (2)50ioO SH L 1-511 51-611 Is It 12 U_ T b: LS JlbNK ' - __4 -411 1 1.1 ORYM VMT. nf T LINE OF KA.LL 1 SITTINS AREA 9 'a _L 00 BELOH WNTER I > ADDY! &'-0" CoEILINC7 61-ON CEIL NO CAMMET Is 101 1 1-511 SHM VI?WL 6011 H. 10 x W-11" L V-0'x V-1 1/2 1/2 molm�y M'-W X-16 j2 11-41/211 21-2 11 lit + 6 1 1 L -- I L 1 2466 PKT. A.H. X SH 1466 TRIMMM OPS. Hi L----------------------------------------------- "I T C, 17INING AREA Ar 011 I C'm 1 1 1 a — T_7 , t� 1 61-10 X 11-41 `a + ; _j + I BIFOLD Of L---------J of (2)166& 1 UJI to 5110OLD R + S R 0 0 F F L A N� 50 . 5 INIT 11 1 1-011 JE 45 . SCALM 1/6 oil 4.Cov"Ne I < n ComputER Rm. TV�*, Aao mAsTrm mtmm. j - R mo I KITCH 01 101 ) W-O" CEILINS M SINK &-0" CoMLINO ------------------------ CARPET CARPET T-0,, x &-5 1/2" W-10" x W-A" BATH REFRIC7. REL�PCATE Kq�,ANP -------- ot BIFOLD CLOW v F r :z UP CAB. 0 I A P F47RL < I CM W 11 Tic, L.UCH I Pat DIN HALLKAY 0— ucf 3 Z Livift R400M U9 MOM NQ..2 1141 T L Of ach I I ad MAM By I _11111110 land ftbart 12. PoWer 40 1 zoignilln , 6;7b Ivislo nd that -_ C+W.A=By devel hd clon6ftle 1poulq pap N Won of rmb Compkence oppro for no andd On r applicable With ma 9 local ate and Fedora Ittino ulremnts DATE 0 IK the Ky of Atlantic L----------------------- must lvedW by sign re October 15, 2002 Beach Buildin' official prior in Ina ISGUMM OT a 5650 SH WO SH 5650 SH sulwing Perm WAL11 11 = I imoll ---------------------------------------------------- AWm d Dr. 1/4 m Develop nt 1151rector X9 NLHM Date:. 0212XXXX L-------------------------- ------------------------------------j Ill-ON 451-10" T 54-1011 WED M 2 9 2002 BY: f: LOOR PLAN. SCALM 1/4 11 = I I-oil SHWT I OF 5 SHIM owgRow 13Y MELIMINARY ISM RIOF AU&J5T 6, 2002 RXVISIONS R" OCTOBER 15, 2002 I I IT I IT I I 111 11 111 1 1 1 T 11 U L�11 111 T II H I 1 11 111 1 11 IT I I I I U I IT 11 111 1 I I I IT 11 11 ITII 11 IT-I I 11�ul IIYPI I I I IT 11 F H 11 IT 11 11 1 . . . . . . . ------ -- - -------- -T- f I j -FT-1-1--11-F 11 -1 1 11 -1 11 -1 1 11 11 111T11 ill I I I I I ---------- L------ ---------------------------------------------------------------------------------------- F---------------------------------------------------- r -------------------------------------- lu I I L--------------------------------------J Y- f: R 0 N T E L E V A T 1 0 N, L E F T 9 E L E A T 1 0 N, Q WALE: 1/4" 1'-0" WALE: 1/4" = V-O" X_ H H 11 11 11 1 I I I H Lu-U- 111-11 I I I 11177 11 11 H Ll 11 H 1 11 11 IT 11 U [j I Fj 11171-1 u ff I I u ------- Fm----- ---------24 ------------ IL p A -4--------- LJ -------------- > 9 L---------------------------------------------------- ----------------------------- ------------------------J- ------------ r --------------------------r -------------------------------------- L------------------------ -------------- L---------------------------L---------------------------------------- lu I C? H T 9 1 V E E L E A T 1 0 N, R E A R E L E V A T 1 0 NI X WALE: 1/4" 1'--0" WALE: 1/4" I'-V UN lu cl EXISTINS ROOF TO 51 REMOVED, AW NFA TRUBM ATIED TO EXISTINO AITH FLITI PLATES. SEE NALL SECTION SAVE EXISTINS OftKINIS FOR REUSE. DETAIL SHEET 12 12 ME KALL SECTION DETAIL SHEET 2.5 25 .00ll 011CP 5''', WA TRIM 0 Nm TI ATrAaw EXISTINS TRUSS ISTINO RWII EXISTINIS TI TO EXISTIN19 ROOF tu ul 1XISTIw RESIM54e tu —1 MASTER 115rEOR06k SITTINS AftA LAUND UJ IL------J t PRANN BY Robert F. Fowls ------------ Doug Pows DATE October 15, 2002 WALE TRANS \/ ERSE SECT I ON, TRANS \/ ERSE SECT I ON. 1/4 = I XB mj�m WALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" 0212XXXX wtv p, y y I It -1199 SHWT 2 010 5 SHE% p"slow BY MRELIMINARY Iswe RFF XT05M 15, 2002 SENERAL NOTES: EN61NEER TO PROVIDE HURRICANE UPLIFT LOCATIONS AND CHOOSE 5TRAPPINS MANUFACTURER AND MODEL NUM5ER OF UPLIFT CLIPS; AS AELL AS PROVIDINS ALL CALCULATIONS NEEDED. ROOF RISE 19 APPROXIMATELf' 2.5 12 THROUSHOUT, TO MATCH EXISTIN6 RISE. 12 25 37- NFA PRE-ENOINEERED TRIW R-50 BATT OR 501Y. NOTE: TRUSSES TO W DEGIONED TO REST UPON EXISTIND ONES. NEK RM-MINEERED UM FLITCH PLATES OR TRUSS OTHER A"ElwrABLE PM-ENSINIERIM 12 NEA ROOFINS SYSTEM FASTENIN& MT0015. lq-50 BATT OR IWIV. TRUSSES AITH RISE 25 TO MATCH EXISTIN& BLOWN INSULATION. TO MATCH MOTINS. SO' EXTERIOR&tADE EXISTIN19 PLYY4000 DECKINS ON TRUSS F_ TRUSSES. ALL DETAILS -21/4u TO MATCH EXISTINS. Ak V-2 1/4" 1 Alk 0' T PLATE HT. Y PLATE HT. Li 5/b" GYP.BOARD EAVE TO MATCH THAT MAVE OUTRI66M OF EXISTINS TRUSS TO 51 Or- EXISTINO HOUSE. REMOVED. DECORATIVE DAND TO MATCH THAT Or- rp/bu 6fP. BOARD EXISINS HOUSE. ON 5/41, FURRINS. 5/4" SYNTHETIC STUCOO FINISH SYSTEM. __NPA 5/6" rpYF. BOARD 5110 6ORM-PRI1110 OR ON NMA 5/4" FURRINO NOTC+W HEBEL BLOCK TO ACCOMOVATE TIE- ON EXISTINS b" THICK MASONRY KALL. DOAN. OROUT SOLID. > DECORATIVE BAND TO Z MATCH THAT OF lu EXISTIN6 NEA CONSTRUCTION, EXISINO HOUSE. U- HIM 6" AAC BLOCK ul KALL YV n RMAR NFA BASEBOARD TO VERT. REINFORCINS MATCH EXISTINIS. AT 46" O.C. MAXIMUM uj AOOV BASEBOARD AND AT ALL CORNERS. PROVIDE CONT. 1/2" EXISTINS 41, REINF. c0oww. W. JOINT AT EON C4WIRM SLAB OF NIX SLAB. 00AIL SLAB ON A 6 MIL. TYPE NM" MORTAR UJI TO EXISTIND AS RWV. VAPOR BARRIER. LEVELINS BED. Ak 0_011 01-0 FINISH FL. N: 4 Y FINISH FL. (C)AT64 C.M.U. 11JN BLOCK YV CONT. 05 ROBAR. b" Co.M.U.STEM KALL TERMITE-TREATED 6RjWLAR FILL. A ��_COONCORITE FOOTINIS YV t 7 0) #5 REBAR CONT. ul 21-Ou DRAM fff Robert P. Pow lor U*ZKW 1W l7ous Dow L CoTION 0 L OTION 0 DAM October 15, 2002 NEA CONSTRUCTION NSITION, NEA L EAVE CONDITION, wAa %Alf: 5/4" m 1'-0" 1/411 = 11.011 SCALE: 5/4" -m w6mm 0212XXXX GENERAL DESIGN CRITERIA: ROOFING: Codes: 1 . Roofing shall comply with 2001 FBC Chapter 15. 2001 Florida Building Code, ASCE 7-98, ACI. ATIC. NDS, AWPA. APA %Latest addition U.O.N). 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means 4. Asphalt shingles shall comply with ASTM D 3161 . and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, hollow load-Bearing Concrete Masonry Units, Type 15 Grade N-1 , normal weight. with a minimum compressive strength of 2000 psi (f'm=l 500psi). 4. These documents, as instruments of ser%,Jce are the property of the Engineer of Record and may not be used or reproduced without expressed written consent of the Engineer of Record. I Mortar shall conform to ASTM C270 and be of type S. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified . shall conform to astm --476 with minimum 28 day compressive strength of 2000psi. similar situation elsewhere in the work except where a different detail is shown. L' 11 11 Grout shall be mixed to provide a slump between 8 to 11 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. and soil compaction specified in the soil report shall be followed unless additional more stringent requirements are Lintels shall be of sufficient size and reinforcement for the given span loading conditions. Z LLj specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available 0 to the contractor. FRAMING: 0 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building (n W 0 and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing,. except as modified by the plans and specifications. 8. Temporary bracing: Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design to keep structure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufacturer.' by Simpson or equal. Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. 4. All wood members exposed to weather or in contact with masonry concrete or soil shall be press ure-treated. CONSTRUCTION NOTES: 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTIVI 153-80. CONCRETE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. 1 . All concrete shall have the following minimum compressive strength at 28 days: CY) I ------------------------------------fc=2500psi "T slab on grade 7. Solid block all joist and rafters at points of support. N C) C> r__ to footings and remaining concrete-------------fc=3000psi N Ul) N W N 8. Prefabricated structural trusses shall comply with NFPA National Design Specifications for N 2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor M C:> 11 Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. 5 barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 wwm lapped 8 at edges and ends in conformance with ASTM-A 185, or cf) X Fibermesh Reinforcement shall be used with minimum 2" fiber length at 1 LB/CY complying with ASTIVI C 1116. - M 0 UJ LJ_ 9. All trusses shall be designed and certified bv Truss Manufacturer"s registered Engineer. Z _J _J 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a LLI >_ > 10. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is -rovided at CL Z C> density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite _J 0 "�T N poison before slab is placed. end reactions of all girder trusses. U_ U) I ly-0 QD < cc 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum 11 Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. < Dry Density (ASTM D1 557) for a depth of at least two feet. (2') below the bottom of the footing. Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license LO C> 5. Where shown, cores of' block masonry shall be filled with coarse grout or pea to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and gravel concrete with minimum compressive strength of 2500 psi at 28 days. installation drawings showing size, shape and layout. 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel 12. Bracing of trusses during erection installation shall comply with TPI BWT-76. conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, 13. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with (latest editions). hurricane clips or anchors as noted in the Truss Connector Schedule. 7. All continuous vertical and horizontal reinforcing steel in footings, beams and columns shall be lap spliced a minimum of 36 bar diameters or 2411, whichever is greater. 14. At volume ceiling conditions,. align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. 8. The following minimum concrete cover shall be provided for reinforcement: STEEL: 311--------------Concrete cast against and permanently exposed to earth. SCALE: 2ft--------------Concrete exposed to earth or weather, #6 Bar and larger. 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, N/A 1 1/12-----------Concrete exposed to earth or weather, #5 Bar and smaller. (latest editions). 9 U.0'.N. 1 1/2-----------Concrete not exposed to weather or in contact with earth for the primary reinforcement, 9 DO NOT SCALE ties, stirrups, and spirals in beams and columns. a. Welded connections------------------------------ XVVS D1 .1 T H 1z") D R XV'V I N G.J f-11 ll b. Anchor bolts & threaded rods------------------- ASTM-A-307 RELEEEASE D 9. Horizontal beam and footing bars shall be bent 20 around corners or corner bars with a minimum 25 c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 02-24-03 lap. (U.O.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 00-00-00 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY.- 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CF structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: 12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete".. DJM 11 ACI 318 (latest edition), and "Specifications foir Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: STUD TABLE STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS E-4 15/32- CDX SHEATHING- NAILED CEILING No. 2 SPF No. 2 SYP No. 1 SYP 0 4" o.c. ON EDGES AND 6" o.c. IN HEIGHT 2x4 2x6 2x4 2X6 2x4 2x6 THE FIELD w/ 8d GALV. COM. OR Sil MANUFACTURER CONNECTOR NAJILINGPATTERN zv7lrlrl�=7;71z�2z�'79�'�� BEND INTO LINTEL GALV. RING SHANK SIMPSON LTT20 10-16d COM NAILS 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. TYPICAL YTONG LINTEL COURSE WALL 2 x 4 ROOF TRUSSES @ 24" OC. 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. FIBERGLASS ROOF SHINGLES USE EPDXY ANCHOR SIMPSON HTT16 18-16d COM NAILS V) SIMPSON HETAL1 6 ONLY WITHIN EMB. CLIP AT EACH 6' OF EDGE CONCRETE. 10 ft. 16"oc. 24"oc. 16'oc. 24"oc. 16"oc. 24"OC. #5 REBAR- GRADE 40 TRUSS (U.O.N.) SIMPSON HTT22 32-16d SINKERS 3" x 3" x 1/4" WASHER SIMPSON PHI08 24-Y4"x 3'SDS SCREWS 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. 2" DIAMETER HOLE AND NUT ON ALL 24"oc. 24"oc. CUTOUT THREADED ROD 12 ft. N/A N/A N/A 24"oc. Emq /2" CEILING BOARD 13 ft. N/A 24"Cic. N/A 24"oc. N/A 24"oc. 8" CMU U-LINTEL OR w/ YTONG LINTEL 14 ft. N/A 16"Oc. N/A 24"oc. N/A 24"oc. EPDXY- 6" MIN. w/ 1 #5 0 TOP, FILL wl 3000 psi P4 PEASTONE MIX CONC. 15 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. W HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 16 ft. N/A 16"oc. N/A 12"Cic. N/A 16"oc. Fi HTT16 518"x 8WEDC7E ANCHOR 5/8"THREADED ROD WITH MIN.10"EMBEDMENT NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25 AND ALTEIMTE TMSKM ME FM YrOW W&L & ER -4 NOTEII JU2' THREADED RODS AND HTT22 NJA 518"THREADED ROD WITH MIN.10"EMBEDMENT CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN. %'SHEATHING. W THREADED COUPLINGS LTT20 I rrx-r WE DCk ANClIOR 1/2'THREADED ROD WITH MIN.6"EMBEDMENT *-SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE MAY BE SUBSTITUTED FOR STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. %A' NOTED HARDWARE. PHD8 N/A 7/8"THREADED ROD WITH MIN.IF EMBEDMENT N UT w/ 2 101 x 2" x 1/8 31 WASHER II I BEAM- w/ 1/2" THREADED WEDGE ANCHORS SHALL BE"RAWL-STUDO OR'KWIK-BOLr OR APPROVED EQUAL ROD THRU CENTER EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE ffiSEr OR HILTI*HITm OR APPROVED EQUAL 8" YTONG BLOCK 1/2- DRYWALL z 2" DIA. DRILLED HOLE (UNFILLED) x 2 PT FURRING STRIPS GLUED 0 AND T NAILED AT 16" OC. 5/8" COUPLING 2x10 PT w/Y2"x 6" C- TOP CHORD BEARING JOIS 3x8 PT LEDGER or (2)2x8 PT w/ WEDGE ANCHORS @ 6-oc. ------�PERMACAST COLUMN 5/8" ALL THREADED ROD AS SHOWN 5/8" x 10" ANCHOR BOLTS dd ON LAYOUT 0 16" o.c. 4" FLOORING MATERIAL ��Y r) SYNTHETIC STUCCO FINISH SINGLE YTONG LINTEL X OR CAST IN PLACE BEAM GRADE RYWALL 1/2 THREADED COUPLING x4 PTw/Y4"x 3" 1 # 5 CONT. TAIRCONS @6_32"oe. rL ,--COLUMN BASE 8" CMU STEMWALL TOE NAIL TRUSS TO LEDGER FLOOR SYSTEM 4 w/ (3)- 16d SINKERS FOUNDATION --�SIZE AS NOTED ON FOUNDATION PLAN TYPICAL LEDGER TYPICAL FLOOR SYSTEM PARALLEL TO CMU 1/2 111 x 10" GAILV. ANCHOR BOLT NOTE: SEE ALTERNATE CONNECTION DETAIL (E) TYPICAL "PERMACAST" COLUMN D co TYPICAL STEMWALL YTONG/HEBEL WALL SECTION NOTE: FILL w/ 3000psi PEA STONE CONC. OPENINGS TO 5' WIDTH USE (1) TPP4/6 TOP AND LO B. LINTEL BLOCK, w/ 1 #5 BOTTOM 4 N /---, OPENINGS 5' TO N -Tt U- BLOCK- CMU or YTONG/HEBEL 7' WIDTH USE CO CD w/ 2 #5's (1-TOP & 1-BOTTOM) (2) TPP4/6 TOP AND BOTTOM U') TPP4/6 AT 32* o.c. NOTE: "CAL) NOTE: LINTEL MUST BE TEMPORARILY TYPICAL STRAPPING (UNO) CV) SUPPORT SI-111CILIML N01 NOTES: CV) 15/32- CDX SHEATHING- NAILED ED FOR A MIN. OF 14 DAYS ANCHOR BOLTS @ 4" o.c. ON EDGES AND 6" o.c. IN AFTER PLACEMENT OF THE CONCRETE. MAY BE LOCATED THE FIELD wl 8d GALV. COM. OR 85 01 AT ErrHER SIDE 1.ALL LAPS IN TOP PLATE OF BEARIN65 KALLS SHALL BE OF KING STUDS, GALV. RING SHANK A MINIMUM OF 4'-Ow AND NAILED HTH 12- 16d COM PLATE MUST BE TYPICAL WINDOW LINTEL NAIL5 OR 16- 3"x .131" 6UN NAILS. CONT. BETWEEN W 2.ALL&ABLE ENDS SHALL BE BALLOON FRAHM OR BOLT AND KING c) STUD 'q�- 2 x 4 ROOF TRUSSES 0 24" OC. BRACED PER DETAIL. 0 F-i FIBERGLASS ROOF SHINGLES 5.ALL 5HEARYtALL9 SHALL BE NAILED AT 3"oc.OR 60 oc. ANCHOR BOLTS LL 0 MUST BE WrrHIN SIMPSON HETAL1 6 (AS NOTED)ON ALL M&E5 AND 12"o�c. INTERMEDIATE 12* OF KING v4/6d COM NAILS(U.ON) MOCK AU UNSAPPORTED EMB. CLIP AT EACH M6,E5 KTH 2x4 FLATHISE BLOCKI[Wv. 5HEARKALL5 STUDS TRUSS (U.O.N.) SHALL BE 15/52"0DX OR-1/160 05B.(U.O.N) 1/2* X 10" 00 1/2- DRYWALL 4.STRAP HEADER STUDS TO DOUBLE TOP PLATE v41 ANCHOR BOLTS CO 8" YTONG BLOCK SPH4/6 AT EAC,,H END OF WAVER AND NAIL P4/12- Iod L L AT 32" o.c. OR Lo 3" x 3" x 1/4- WASHER 2" DIA. DRILLED HOLE (UNFILLED) 1 x 2 PT FURRING STRIPS GLUED x 1 1/2 NAILS OR 12- .131"x 2 1/2*OUN NAILS. FA-3 AT 24* o.c. LO AND NUT ON ALL AND T - NAILED AT 16" OC. 5.HEADER STUDS AND HEADER CRIFIn-E-5 SHOULD BE (TYIPICAL) NAILED TOC-e-n-IIER AT 6"o<,.W 12d C-AM NAILS(.13Ix -Tt THREADED ROD 3")STA6,�D. CLIP UNIT TO SHOE PLATE HITH 0 5/8- ALL THREADED ROD AS SHOWN NOTE, Y28 THREADED RODS AND I-5PH4/6 CA-IP AND NAIL HTH 12- 10d x 1 1/2 NAILS TYPICAL HEADER STRAPPING (U.O.N.) \-1/2- CEILING BOARD ON LAYOUT THREADED COUPLINGS b.AL.L.HINDOH AND DOM COMPONENTS MUST BE DES16HED SCALE: 3/8"= 1'-0" 8" CMU U-LINTEL OR w/ YTONG LINTEL 5/8" COUPLING SYNTH IC S UCC FINISH MAY BE SUBSTITUTED FOR TO HITHS-5TAND THE DE-51614"ND LOAM. wl 1 #5 0 TOP, FILL wl 3000 psi %'v NOTED HARDWARE. 1.ALL CONNECTORS ARE 51fripsm OR EQUAL.(U.ON) PEASTONE MIX CONC. GRADE 7� b.FOUNDATION OM16N 15 BA-SED ON MINIMUM SOIL _71"-4'. .4 BEAf ZINO CAPACITY Or-2,000 p9f. 5/8" x 8" A.B. AT 32"oc. /-TRUSS 1 # 5 VERTICAL 3-16d COM 0 EA. NOTEII V2" THREADED RODS AND 8" CMU STEMWALL BLOCK (TYP.) Y2& THREADED COUPLINGS 4 v I /L-A MAY BE SUBSTITUTED FOR A" ""�SIZE AS NOTED ON = - d COM (TYP.) NOTED HARDWARE. FOUNDATION PLAN \N'.-2x4 BLOCKING@ 24"oc. SHEARWALL Tj ALTERNATE-THREADED ROD CONNECTION 4 1/2" DRYWALL 8" YTONG BLOCK 1 x 2 PT FURRING STRIPS GLUED CLEM COMPAC11D FILL 13) TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION 2" DIA. DRILLED HOLE (UNFILLED) 1 #5 CONIT. AND T NAILED AT 16" OC. NAILING SCHEDULE 5/8" COUPLING REVISED 11125102 5/8" ALL THREADED ROD AS SHOWN CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2 ev/ TYPICAL THICKENED EDGE FOOTING ON LAYOUT Lap in double plate 12-16d com m on 16-0.13 1*x 3 1/4'gun nails 20-12d sinkers 6'o.c.on edges and 12*o.c.in the 2 x 4 STUDS 0 16" o.c. SYNTHETIC STUCCO FINISH field with 8d common,box,screw 6"o.c.on edges and 12"o.c.in the 4"o.c.on edges and 8'o.c.in the No. 2 or Bt- SPF SW-shearwaff shank or ring shank field with 0.13 1"x 2 112*gun nails field with 0.099*x 2*gun nails_ 3"o.c.on edges and 12"o.c.in the 2 x 4 STUDS 0 16" o.c. CLIP STUDS TOP AND BOTTOM field with 8d common,box,screw 3*o.c.on edges and 12"o.c.in the No. 2 or Bt. SPF W/ SEMICO TPP4 0 32" o.c. U SW(3)-shearwall shank or ring shank lield with 0.131'x 2 1/2'gun nails (-rj GRADE A A t4 6"o.c.on all supports with 8d 6'o.c.on all supports with 0.131"x 2 CLIP STUDS TOP AND BOTTOM APPROVED 4 J ENC.&PART.ENC.irror com m on,ring shank or screw 112*smooth,ring or annular shank gun W/ SEMCO TPP4 0 32" o.c. 1/2" x 7" WEDGE ANCHORS CO. OF ATLANT'iC BEAG A 7/16"Roof Sheathing, shank,4'o.c.edge nailing within 4' nails,4"o.c.edge nailing within 4'of 0 32" o.c. A 120 MPH of roof edge and ridges roof edge BUILDING OFFICE vp 11-10d c ons in each end (22 1/2" x 7" WEDGE ANCHORS 4" CONCRETE SLAB w/ 12 x20" MONOLITHIC FOOTING .6 0 Simpson LSTA30 total) 0 32" o.c. /*6x6, 1Ox1O WWM OR 40 4 FIBERMESH IREINF. -10d commons in each end (18 + w/ 2 #5's CONT. A 1 5 CONT. Simpson LSTA24 9 total) 14" CONCRETE SLAB w/ 6 MIL VAPOR BARRIER OVER USE 3 #5's FOR TWO STORY 10-I Od com rn ons in each end 64, 1000 WWM OR TREATED COMPACTED nLL Simpson HTS30 (20 total) FIBERMIESH REINIF. r LT: w/ 16" WIDTH 13-10d commons in each end 4 '4 Simpson MSTA36 (26 total) -7 4t It 12-10d x 1 1/2"nails .7- Simpson SPH4 Simpson H2.5A 10-8d commons(Total) (2)10-10dx I 1/2*in rafter; 10-10d Simpson H16 x 1 1/2"in plate n 6 MIL VAPOR BARRIER OVER NOTE: SEE ALTERNATE CONNECTION DETAIL (E) TREATED & COMPACTED FILL 8" 11-4" 8-1*��No,. '2' Vs CONT- Simpson LTS 12 6-10d commons in rafter&plates 6-10d x 1 1/2"nails in rafter&plates FOR 2-STORY CONDITION 7-0.148'x 1 1/2'nails in rafter& (2) 5's CONT. USE l'-8* WIDTH w/ 3 #5's CONT. Simpson M TS 12 7-1 Od com m ons in rafter&plates plates NOTE: FOR 2-STORY CONDITION Simpson LTAII 12-10d x 1 1/2" USE 1'-8" WIDTH w/ 3 #5's CONT. TYPICAL MONOLITHIC YTONG/HEBEL WALL SECTION Simpson PHD8 24-1/4"x 3"SDS screws Simpson MGT 22-10d commons TYPICAL INTERIOR BEARING FOOTING Simpson HTTI 6 IS-16d commons TYPICAL INTERIOR BEARING STEP FOOTING ISimpson HTT22 32-16d sinkers E51 5: FLOORS- WIND-BORNE DEBRIS PROTECTION FASTENING LIVE LOAD= 40psf DEAD LOAD= 15psf (CARPET or WOOD) DEAD LOAD= 20psf NOTE: THIS STRUCTURE WILL EBE SCHEDULE FOR 7/16" OSB or 15/32" CDX (TILE) DEFLECTION CRITERIA- CARPET or WOOD= L/480 LL FASTENER TYPE FASTENER SPACING (in.) TYPICA UE Ili RIP (5) CONSTRUCTED WITH STORM 11 L/240 DL SHUTTERS OVER ALL WINDOWS a 3.0' TILE= U600 LL AND GLAZED DOO PANEL SPAN < 2 ft <PANEL 4 ft < PANEL 6 ft < PANEL ROOF(TRUSS)- L/360 DL CO 0) 2 ft SPAN < 4 ft SPAN < 6 ft SPAN < 2 ft h a TIT r__ (4) LIVE LOAD= TC 20W ALTERNATE: INSTALL IMPACT RESISTANT '\-I T t-0 I U/-\L I IN I MR I R-ZONE BC I Opsf DURATION FACTOR: 1.25 GLASS AT ALL EXTERIOR GLAZED OPENINGS. DEAD LOAD= TC 7psf 2 1/299 # 6 WOOD SCREWS 16 16 12 9 BC 5psf 0 ROOF(CONV.FRMAEY RAFTER LOAD= 20psf LL 2 112*' # 8 WOOD SCREWS 16 16 16 12 10psf DL DURATION FACTOR: 1.25 CEILING LOAD= 20psf LL 0 1 1 DOUBLE-HEADED NAILS 10psf DL 10d COM or 12d BOX 12 6 4 3 CIRITERIA: BUILDING CODE:2001 FLORIDA BUILDING CODE 1 1/2" X #8 MACHINE WIND DESIGN METHOD:ASCE 7-98 SCREW IN THREADED BASIC WIND SPEED: 120 mph INSERT 16 16 16 12 LLJ THREADED ROD (TYPICAL) BUILDING CATEGORY:11 z Note: Fasteners shall be installed at opposing ends of the wood panel. WIND IMPORTANCE FACTOR: 1.00 1 WIND EXPOSURE:C W DESIGN FOR ENCLOSED STRUCTURE >m WIND PRESSURES ON WINDOWS & DOORS (psf) HE5EL WALLS Enclosed Structure AREA OF OPENING EDGE S RIP (5) INTERIOR ZONE (4) k---q 501-0 Pos Neg Pos Neg M 0 to 20 sf 31.4 -42.0 31.4 -34.0 0 12-06 20.1 to 50 sf 30.1 -39.1 30.1 -32.7 28.2 -35.4 28. -30.9 50.1 to 100 sf 26.6 -32.7 26.6 -29. MSTAM24 100.1 to 200 sf .200.1 to 500 sf 25.3 -29.8 25-3 -27.9 Base Design Pressure 26.60 GCpi *0.18 91 Lj _-JE: F- --has EXISTING RAISE0 HEADER RAISED HEADER OPENING (2) 2x12 (2) 2x12 HE5EL LAN'T"'OUT 05 DOWELS at 45"oo. Ef=>OXY 4" INTO EXISTING (0 SLAB AND EMBEC> 12" INTO Cn NEW SLAB. CD CNI CD LO (0 W N (N CN CN U') c-e) N- C:) _j cr) LL x W cc 1EW1 2x R AFI EF� a 16 lo z LL FOUNIDATION f=LAN W F Jel N _j Z c) EXISTING EAVE LINE (EXISTING ROOF: TO REMAIN I-_ 0 qt LL Of CN U) I < -se (.0 _r uco B NEW 2x* ERS at �C. 2x PT "E3UCK.5" co LO < LO 0) C:) 61MI=50N H2.5 /5TRUCTURAL 6LUE CL F NEW 2x& #10 x 5" GOAR5E THREAD C_: B OVERJ=RAMING 6ALV. DEGK 5GREV45 AT 15 2xO ATTACHED TO EXISTING g HEBEL BLOCK V4ALL RAFTERS w/ (4) No. 12 x 311 or NE 2) �IL-ABE SCREW6 EXISTIN WtM 2 MDOE ROOF Letr ::d 0VEJ E 4X14TIN a FbOCF IN rHI A A L L +j 5IMF>5ON DETAIL OF TYPICAL FRAMING AT OPENINGS A H2.5A 2xro RAFTERS j EXISTING RIOGE LINE 16"Oc' < 2xro CONT. �j NAIL w/ L (3) .13111 x 311 NEWUS CLG J0ISrS at lip'loc. x4 5RACES NAILS Iro"cc, EXISTING < __�'�(O�NVERHANG TO �j APPROVED (J) 5E REMOVED NEW 2xb 6 At 16116m. 'CITY OF ATLANTIC BEACH SILL BUILDING OFFICE f=>LATE SHEET: "R 2 3 4t i6l. H25A EX15TING oil CMU WALL fRO OF FL AN SECTION 15� 5 CEILING LA`rOUT EX16TING CMU WALL 02-25-03