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1454 GULF TO BAY BLVDAPPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562 -4741 A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. DATE RECEIPT NO. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. Location of Property: 2. Project Name: I GULI` ib 614y /'go6 44,2r 3. Purpose of clearing and /or grubbing: ❑ New Construction ❑ Demolition ❑ Tank Removal W Other 4. General description of existing vegetation, topography and surface water (including all existing and /or proposed ditches, canals and swales):AnLt S. Proposed method of debris disposal: 'J Q 0 "X 6. Date you plan to begin work: UCA 7. Proposed method of soil erosion control: �h:"' 6� rn 3 ;; O Q B. fgNo Tree Verification Required ❑Tree Removal Permit Required Q I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING �O CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION' CONTROL. �J' Signature of owner or wrner s Representative Address Printed Name City State Zip 0 GK 4Ac) Lh, 4,w, L4c. Representatives' Firm -� ? -60 -6 s 62 00 Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work.This is NOT a tree removal permit DO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved kApprove — Modified as Noted Above ❑ Denied Signed: Date: d ® City Manager o KDesionee Rev. 03 -2010 CONTRACTOR SHALL IMPROVE THE EXISITING DOORWAY ACCESS TO MEET THE LATES ADA CODES r-nM A flt"r" C^C`I M I9 I-rW 3' WALKWAY EXTANSION FOR H/C ACCESSIBLITY FOR THE WES T UUI T 4 °0 ®NT 59 ;TERN DOOR r Tag, i# • 4- 12 " —#5 REBAR® EMBEDDD 6" W/ EPDXY @ 24" Q.C. "I" FOR UUU A CCESSI L I T Y S TRUS TURAU NOTES FOR THE EAST UNIT I CODES: U) 1.1 CURRENT EDITION OF THE FLORIDA BUILDING CODE. (2 1606 112 TCHAPTER BUILDING CODE REQUIREMENTS FOR REINFORCED CON( A 318 95), 113 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE 'I FOR BUILDINGS AND OTHER STRUCTURES (ASCE -7 —02). 2, SOIL, 2.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. 3, CONCRETE, 3.1 CONCRETE COMPRESSIVE STRENGTH AT 28 HAYS 2500 PSI (NORMAL WEIGHT). 3,2 REINFORCING BARS, ASTM A615 (GRADE 40), 3.3 WELDED WIRE FABRIC (WWF), ASTM A185. ® Q \ Z ® F 3.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 3.5 CONCRETE COVERAGE OF REINFORCEMENT• FOOTINGS 3? BOTTOM AND SIDES, r- o zm w cq�o 3.6 EARTH SUPPORTED SLABS: ("INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 H' THICK, REINFORCED WITH 6X6 —10XIO WWF AT MID DEPTH OF SLAB, FIBER MESH MAY BE USED IN LIEU OF WWF AT CONTRACTOR'S OPTION i 3.7 CDNCRETINGOPERATORS SHALL COMPLY WITH ACI STANDARDS 3.8 LAP SPLICE SHALL BE AS FOLLOWS, #7 BAR 35-1 #6 BAR 30-, #5 BAR 25-1 #4 BAR 20" 43 BAR 15`. 4, MASONRY, 4.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI530, 42 MINIMUM MASONRY UNIT STRENGTH, frt 1350 PSI, 4.3 MORTAR SHALL BE TYPE 'S`. L- 6 0 z Li e—► 3 p o6 E:1 U) x 0 co; 00 cv _Z [L `C vy U � ® Q \ Z ® F I`zw _ Q LL cn CD _t O ® ®Qu- q r- o zm w cq�o C3® -E mc gN i -rte. .. a, , �� w < 4 A � n6 m,„ ,r x d? . .. ... ��' e c$g� �. �< 9_3 a A NWA #1 S I'A R< PAPS R, METAL MESH 3/4^ STUCCO PLYWOOD BOTH SIDES 9-m PARAPET WALL 45* SUPPORT LOCATION A MAX. DIST. OF 10' BETWEEN SUP Iff Q M# EAREAEE_1_1�t_ALL L: P R - ----- `RAPE : WMLL CAP CLEAT :_6 BOARD ON TOP OF PARAPET WALL FLASHING z__ < 'A ?.APET ',t�ALL )E FROM 2XG 16 GAUGE METAL STUDS 2 160 U:C- 'URF' i ,, ED TO EXISTING RX6 BOARDS WITH Ill& X 2 ..V. CARRIAGE" DOLTS W/ P# PLYWO.OD ON BOTH SIDES METAL. STUDS SECURE W/ I-1/2x SCREWS, 6' 0,C, I Dt, R, ral i BUILDING DIMENSIONS 1111111111171, a 4 feet b 11 feet, 10 inches PARAPET L. AND 45 ' SLIPPORI" AT MAX, 10' 3.5 slope d 2 feet - FASTEIN EPDM FLASHING W/ ROOFING NAILS 6" I h 7 feet, 10.5 inches s 3.5:12 slope O.C' 6" O.C. TO AH STUDS, TOP AND BOTTOM CL PLATES, AND BLOCKING. STUDS AT 16 P SHEATHED 2; 1.1 PLYWOOD W.1 BONDING ADHESIVE ON THF_ +26.9/-38.5 LLJ OU EDGEDOESNOTOCCUR AT ATOPOR ENTIRE VERTICAL SURFACE AND SECURED TO B 30TTC OTTOM PLATE. E3 +26.9/-66.2 MIETAL STUD WITH, 11," GALV. SCREWS @ 6- OzC., +24.7/-58. St _wAw _L-vx*= 3 OVER LAP HORIZONTAL -.PD Mi_:'�IBRANE WITH Li /A VERTICAL ONTO THE VERTICALL SURFACE AT A; M co 44.8 LEASEE Gg AND BOND WITH SPLIC"ING ADHESIVE. V) +38.7/— 41. 4 S TRUC TuRA L NO TEE S'-z*At THE §XP['-,SEI.' EDGE WITH SEAM SEALER +42.1/-52.9 +40.6/-50.0 +38.7/-46.2 _j Li- LLJ 4: 1j"X2_vX-2' GALV, STEEL OR J'X, -"X3' 1 _CODES ALUMINUM ALLOY ill CURRENT EDITION OF THE FLORIDA BUILDING CODE, (2007) CHAPTER 1606 5, 2-1`DfAX21# GAL.V. CARPAGE BOLTS W1 Nti TS 2 1 LLJ 112 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI '318 95)l 2. AND WASHER @ 4-' OZ, 113 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LEADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7 -02) 6, PITCH POCKET <PAN) 2, �'V -SOIL Ell MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF, 7: 4-�' MARX 2t' GALV, CARRAGE BOLTS WITH NUTS AND WASHERS AND 5'X7' 160 GAUGE METAL 3, CONCRETE, PL.ATE:' WITH, 4-5/8° HOLES STAGGARDED k IN 31 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS,, 2500 PEI (NORMAL WEIGHT). THE VERT: ICAL, 3.2 REINFORCING BARS, ASTM A615 (GRADE 40), S. 10'-2X6 BOARD ANCHORED I'D 16 METAL 313 WELDED WIRE FABRIC (WWF),, ASTM A185 STUD ON BOTH SIDES WITH GAILV, 3,4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, SCREWS @ 34 O,C;� 35 CONCRETE C17VERAGE OF REINFORCEMENT] FOOTINGS 3-7 BOTTOM AND SIDES 3,6 EARTH SUPPORTED SLABS, (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 9, J' STUCC-0 ON #15 TAR PAPER, PETAL MESH H' THICK, REINFORCED WITH 6X6 -10X10 WWF AT MID DEPTH OF SLAB, FIBER MESH MAY BE USED IN LIEU OF WWF AT CONTRACTOR'S OPTION, ON k PLYWOOD, 3,7 CONCRETINGOPERATERS SHALL COMPLY WITH ACI STANDARDS, 3,8 LAP SPLICE SHALL BE AS FDLLDWS,, #7 BAR 35; #6 BAR 30'.1 #5 BAR 25" #4 BAR 20'.1 #3 BAR 15` 4, MASONRYt 4,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AC1530. 42 MINIMUM MASONRY UNIT STRENGTH, Fm 1350 PSI, 4,3 MORTAR SHALL BE TYPE "S'� i BUILDING DIMENSIONS 1111111111171, a 4 feet b 11 feet, 10 inches c 3.5 slope d 2 feet 2.5 feet h 7 feet, 10.5 inches s 3.5:12 slope F F: S E D R 7,1d ld'P R 0 1[] F W 11 NEW WOOD ]FRUSS, AND 1.] F L- - -J .............,............... ......._............,._.......i 'K .... ...... . ................... _DW . ........ . ZONE COMPONENT AND CLADDING LOADS (psf) INTERIOR ML 5 EFFECTIVE WIND AREA (square feet) INTERMEDIATE SUPPORTS. INTERMEDIATE SUPPORTS. 1 1/4" TYPE S OR W DRYWALL SCREWS AT INTERIOR 6" O.C. TO AH STUDS, TOP AND BOTTOM CL PLATES, AND BLOCKING. STUDS AT 16 P SHEATHED O.C. MAXIMUM SPACING. PRO\ADE +26.9/-38.5 LLJ OU EDGEDOESNOTOCCUR AT ATOPOR CL B 30TTC OTTOM PLATE. E3 +26.9/-66.2 r__i +24.7/-58. St _wAw _L-vx*= Li M co 44.8 +40.6/-43.3 V) +38.7/— 41. 4 +37.3/-40.0 +42.1/-52.9 +40.6/-50.0 +38.7/-46.2 _j Li- ZONE 4 = WALL INTERIOR ZONE 5 = WALL CORNER A K E P L f )I IN L— — — — — — — - J PRE—ENGINEERING TRUSSES W/ 2X4 TOP AND BOTTOM CHORDS @ 24' O,C, ASPHALT` SHINGLE ?`OWEIN CORNING FL # 10674—RIll ON 154. FELT DRY--IN 4—PLY �' (NOM.) CDX (U]S'P ALTE"RNATE/1 UPLIFT 1235# LSTA 18, FL 4 1901,10 2 THE ENDS OF EACH, TRUSS OR EQUAL PRE-ENGINEERING TRUSSES 2X61 SILL 'BOARD 2XG TOP PLATE SECURED WITH 2-8d NAILS ON TOP OF EXIST 2X8 RAFTER (TYP.) - ALUK DRIP EDGE ALUM, FASCIA " 2X10 SUE--FASCIA ALUM, VENTED SOFF11 ROOF SHEATHING FASTENING SCHEDULE 0 Z/ .5 �n C:) 6'-0" STRIP 8d RING—SHANK NAILS AT 6" D.C. AT AROUND oj PERIMETER EDGES (PROVIDE HORIZONTAL BLOCKING PLY WALLS > INTERMEDIATE SUPPORTS. INTERMEDIATE SUPPORTS. 1 1/4" TYPE S OR W DRYWALL SCREWS AT INTERIOR 6" O.C. TO AH STUDS, TOP AND BOTTOM CL PLATES, AND BLOCKING. STUDS AT 16 P SHEATHED O.C. MAXIMUM SPACING. PRO\ADE 2: LLJ OU EDGEDOESNOTOCCUR AT ATOPOR CL B 30TTC OTTOM PLATE. E3 6'-0" STRIP 8d RING—SHANK NAILS AT 6" D.C. AT AROUND EDGES AND INTERMEDIATE SUPPORTS. PERIMETER EDGES (PROVIDE HORIZONTAL BLOCKING PLY WALLS 8d NAILS AT 6 O.C. AT EDGES AND INTERMEDIATE SUPPORTS. INTERMEDIATE SUPPORTS. 1 1/4" TYPE S OR W DRYWALL SCREWS AT INTERIOR 6" O.C. TO AH STUDS, TOP AND BOTTOM CL PLATES, AND BLOCKING. STUDS AT 16 P SHEATHED O.C. MAXIMUM SPACING. PRO\ADE 2: LLJ OU EDGEDOESNOTOCCUR AT ATOPOR CL B 30TTC OTTOM PLATE. E3 r__i x Li M co _j pq V) :D _j Li- LLJ u < LLJ �'V 6'-0" STRIP 8d RING—SHANK NAILS AT 6" D.C. AT AROUND EDGES AND INTERMEDIATE SUPPORTS. PERIMETER EDGES (PROVIDE HORIZONTAL BLOCKING PLY WALLS 8d NAILS AT 6 O.C. AT EDGES AND INTERMEDIATE SUPPORTS. I otam e F1 Ll 8• NAILS AT 6* • O.C. AT VERTICAL EDGES. El 8d NAILS AT 4" O.C. AT HORIZONTAL EXTERIOR EDGES (PROVIDE HORIZONTAL BLOCKING PLY WALLS MERE PANEL EDGE DOES NOT OCCUR AT A TOP OR BOTTOM PLATE). 8d NAILS AT 8 INTERMEDIATE SUPPORTS. 1 1/4" TYPE S OR W DRYWALL SCREWS AT INTERIOR 6" O.C. TO AH STUDS, TOP AND BOTTOM GYPSUM PLATES, AND BLOCKING. STUDS AT 16 P SHEATHED O.C. MAXIMUM SPACING. PRO\ADE WALL S HORIZ O NTAL BL O CKING WHERE PANEL 6 IZ, EDGEDOESNOTOCCUR AT ATOPOR B 30TTC OTTOM PLATE. e F1 Ll El E:1 LLJ v n -� E:1 E:1