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Permit 715 David Street Ni 1 c 2" CHERRY LAUREL I � „I 4" LIGUSTRUM 14 I PALM1 I 2",2",2" LIGUSTRUM „ 7f ,> 77 . 14 PALM 4 5",6" !._IGUSTRUM I: INDIA AWTHORN POWE POLE A ,� LEANING LIGUSTRUM 18' MAGNOLIA = ucuSN �0 � x 4„ yL ALM �� 15 PALM • „ ,- ,I PALM 1SQ�' I 1 AGNOLI �r15" PALM9„ PALM S I �: : ��` '� VIM ;.x:, 27" CLUSTER x ARCHITECTS CRAFT&MEN 0 I 6 , 2 LIGUSTRUM F2iverwalk PI -i;a 14 PAL�" � , �� �`., --� HOLLY , Z x / (REMOVE LIMBS TOWARIa HOUSE) �.; 200 Wt-iarfside VL ay ° -'� �+ ; I (SAVE REMAINING LIMBS' ;' 14" ALM Suite 200 o � if i I " " Jacksonville, Florida 3:=207 Z 14 P L1 x 9 PAM I� i v 2 ,2 ,2 LIGUSTRUM Office: 904-398-5775 /. Z _ `�,�,,�I/ Fax: 904-398-5350 ® 1 "� P A - _ •c I 4 ,4 , 2 LIGUSTRUM WWW.SOUTH ERNARCH ITECECOM If,�z I LM P A M � k 17 _ CONSVLTANTS x --------------- 8 �—----------g-- ---- 5 2 HARD 00 -- - -- - - = I • WALK WALK "CRATE 3 li I 4 — ------ II IT Z Q I I lJ (V II I I I F1 O LL) 11 i i i ; i 111 III c I I ' 3 —i » t I 1 1 L I -- 1 1 I��-- 2 n 13 A L 3" A L.M I Z I KITH 11 RESID ICE ; I 7f 223 EAN emLE1�'I4RD i -�-- I s " 15 A M _ Ii ;Z 44 E; ARCNITECrSEAL I I O A I - ♦€ I - y ' V I I W • x if I ' REVISIONS: 21 TR LF_Ar�l - -_ � - I :" - S RUMDATE ISSVE ELM _ — --�- x 12/18/02 PRELIM VARIANCE R::V EW __ " 103 CARRIAGEPORV RIANCf - $ $ I "' L 03/17/04 REAR PORCH/CONSERV./ 11=6 _M " 77 7f INT.LAYOVr/CONN`:CrOR I ' .. r ',ZRI��, 2 , 2 LIGUSTRUM ' » " • • I r y EXISTING WALK RI �E • ; 6 " " PALIv� Y O • I ------ -- nA. > • W _ ° 5 �� H0� LIES f� ,_ µ 8 LI VE 13" • aj OAK • P LM " - 15" BAY 29 CEDAR XISTIWG WALK : " CRATE o I�� Oo 2" CEDAR • T __S 17" PALM Uj ILI • - 13 LIVE 7H OL1LYN Y " CAK " LIGUSTR M, QCity of Atlantic Beach Q FRC-POSED 13.66 I INDIA H WTH 0 R N MIX Planning and Zoning Department LEGAL DESCRIPTION: __ K " ENTI Z'r COURT This approval verifies compliance with applicable / li i2 - " zoning, subdivision and other local land V o Q 1 4 PALM development regulations, but does not constitute app Z 1 0 P A;_t�l (CUT) ' " 7f 77 „ ttocal,State and Federal permitting requival for the Issuance of permits. rements pliance " 8 .4 2 3 3 with Florida Building Code and all other applicable LEANING LIG 13" LEANING �pJ of Atlantic 10.8 I 2 ,3 ,5 LIG 8e�at�wBverifiedo':; ,o> ��; $I�'ancoofa v HOLLY I CARD USER ID: Eiuuding Pem,l1. 16" PALM C H E R P,Y REL _ LIG PAA "° a velopment ctor 1 " " PALM_ ;' RIPLE • : 12 MULB RR SAVE " --] ® T�., i- W c� (SAVE) 8 - HOLLY t 1 F- ISSVE DATE• -�'LEAN1 �.o0 11 II -F PAL PROJECT-PHASE: " PROPOSED j:" 1 P%�LNh 4" (CUT) ` 116" P ALKI N — 7DRI VEW,4Y 1 0 - P A� PAV, �\� ;,} F'I E L o I s s!_J F� YEW G - 2 L I 10' SET5ACK Project No. 2002-02.3 $ „ t, � YI - ,h ���„ PAL `t' .� <® � f1 AOR 1=ENC 11 P M o ,� 15 Pfivl 16 TWIN HOLLY !� • ` 3 IG E . - G� ALM CARITHERS } 2" ALM 11 PAL - ,� , ®� ON SECOND STREET o � ��� �. ,� -_ . . 14 ' :.�ASM ,� ,, �--- �, � � 1 „ A x =- x - s x RESIDEN(-E O x r— x ® y LIG PALM POWER POLE - . 23 TWIN 4",3" 3" 3" x NEW RESIDEIMC:I= t>� 5 LIG _ • - t CHER Y LAUREL ---- - SITE P (PRUN OUT DEAD WOOD) EAD TRUNKS REMOVE 223 Ocean Boulev� ird Atlantic Beach, Flo ida &EG( I � � EXISTING LIG — LIGUSTRUM � BEET WELL I"=10' PROPOSED FENCE LOCATION 2 ' -ro II FENCE APPROACH1"TENT SP1 � WITHIN 10SETBACK ROOFING: GENERAL DESIGN CRITERIA: 1 . Roofing shall comply with 2001 FBC Chapter 15. Q Codes: E 7-98 ACI RITC NDS, AWPA, APA, (Latest addition U.O.N). 2001 Florida Building Code, ASC ,.; 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. requirements of the authorities 1 . It is the intent of the Engineer of Record that this work be in conformance with all req 4. Asphalt shingles shall comply with ASTM D 3161 . having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means a re 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, _ n ers slab depressions, and itches 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 , [..� sleeves, hag p P Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1 500psi). W 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced �--r without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. Q I t an with minimum 28 da compressive strength of 2000psi. 5. All details and sections shown on the drawings are Intended to be typical and shall be construed to apply o y 4. Grout when specified. shall conform to ASTM C 476 Y P similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to 11 s t � 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation w and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. Lintels shall be of sufficient size and reinforcement for the given span loading conditions. o specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available a w to the contractor. FRAMING: m ' w o 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building o component arts Burin erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified its com and p P 9 by the plans and specifications. MW w 8. Temporary bracing: Z r zM 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 H � � ° to keepstructure 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. Fn II a manufactured b Simpson orequal. `� a 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 b y p of Record prior to commencing work. Z o Contractor shall report any differing conditions to the Engineerp 9 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated. H U_ (Y., 5. Contractor shall provide all fastening devices necessary and suited for each application. W CONSTRUCTION NOTES. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. ° N W } C) CONCRETE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. o Z H 1 . All concrete shall have the following minimum compressive strength at 28 days: w slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NEPA National Design Specifica�ions for Q footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. 1 U_ mil. polyethylene vis ueen va or Manufacturer's registered Engineer. 2. All concrete slabs on grade shall be the thickness as Indicated on the drawings over minimum 6 m ( q ) P 8. All trusses shall be designed and certified by Truss Manu ac g 9 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 h t 1 LB/CY complyingwith ASTM C 1116. w Fiber mesh Reinforcement shall be used with minimum 2 fiber length a 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at LD . Fill under concrete slabs shall be clean sand free of debris and othdeleterious materialFill shall be compacted to a er eeerous . end reactions of all girder trusses. w W MMS 3 ' density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite G u3;;_J poison before slab is placed. 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. fr' ,. ,,Z Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license ,kt fabrication and r 1• ° to fabricate trusses utilizing the connectors stem proposed. The contractor shall approvea t ,soil or upon soil compacted to a density of at 95 /° of Modified Proctor Maximum 9 Y 4. Footings shall bear upon undisturbed so p P Y I�� g Pdrawings showin size shape and layout. ` �x D1557 for a depth of at least two feet. 2 ) below the bottom of the footing. installation g p Y , Density ASTM ( � � y �� - Dry Y ( ) P 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . gravel concrete with minimum compressive strength of 2500 psi at 28 days. to their supporting walls or beams with 12. All prefabricated wood trusses shall be securely fastened pp g ' 2955 HARTLEY RD., 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel hurricane clips or anchors as noted in the Truss Connector Schedule. conformingto AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, SUITE 202 (latest editions). 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken JACKSONVILLE, FL.interior wall surface from floor to ceiling. 32257 7. All continuous vertical and horizontal reinforcing steel in footings, beams and Ph. (904) 886-2401 (� columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. STEEL: Fax(904) 260-4367 8. The following minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, jhulseng@bellsouth.net 31 --------------Concrete cast against and permanently exposed to earth. (latest editions). SCALE: ------ ed to earth or weather, #6 Bar and larger. U.O.N.2 Concrete expos 9 1 1/2"---------Concrete exposed to earth or weather, #5 Bar and smaller. a. Welded connections------------------------------ AWS D1 .1 • DO N 2"---------Concrete not ex earth fth exposed to weather or in contact with or e primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 • THIS NOT SCALE 1 1/ pTHIS DRAWING ties, stirrups, and spirals in beams and columns. c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 - .I RELEASE DATE: F: ECEI `,ir_ ED be bent 25" around comers or corner bars with a minimum 25" cirr of ,�T�NT!C B EAC r 03-25-03 9. Horizontal beam and footing bars shall6ui� �iti� zcti,tic lap. (U.O.N.) JUL 15 2004 REVISION DATE: 06-07-04 . Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 10 p p n exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. e{. -� DRAWN BY: Support items which bear o l p �._ - PP APPROVED CF/ DJM II 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CITY Ur Ailgivl1C PEACH CHECKED BY: structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. BUILDING OFFICE J KH 12. All concrete work shall be in a JUL 15 2004 �-_ accordance with "The Building Code Requirements for Structural Concrete", �� i SHEET: ACI 318 (latest edition), and Specifications for Structural Concrete for Buildings ACI 301 (latest edition). �y' CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS eSj- RE# b OTHER INFORMATION r I t EEI i 777777777777 APP RDVED ►1Y Of A7 I - LAN71C BUILD C FICE CH Da i�Gu_ L / } 1,YI I 1 Z !/39301 5//l�E /.'- -M' f� 3 I l�KGB I FL JS r -- --- • } //- E-//T 94//_♦ I I / LG II , --�--_ . �� °r 4 ' L✓O—!_+, EDC.=� __} I • moi„—_--__ ___---. 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