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HomeMy WebLinkAbout210 Lakeview AvePermit No,: Q -56"D Job Address: ` C) CITY OF SANFQRJD PERMIT APPLICATION Date: Permit Type: Z-'�Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: }C �r S '�' �U ^-, ` -_ �� c Additional Information for.Electrical & Plumbing Permits Electrical: _Addition/Alteration _____Change of Service Temporary Pole —New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential _Commercial Industrial Total Sq Ftg: Q Value of Work: $ 3 C9CJC� Type of Construction: %i /7 ✓Yj Flood Zone:. Number of Stories: !' Number of Dwelling Units: Parcel No.: /,v/ ?XWT 600te 3 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: /2 U 9)1/ I? -1 d yt /^4 3 /1 7 6, P Vic' 2 6 9,-e;* Contractor/Address/Phone: 1, � �'1' r _, n �' n Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Phone & Fax Number: CKJ- 59 9? State License Number: 193 11 O Phone No. Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of 0 er/Agent Date 13 �'f�J� 0 %- 1, rCor/d Print Owner/Agent's Name ':)gnature of Not �atcf Florida �/� .'4tk.,� Jane Myers Leeeau **My Commission CC776677 '+t�. Expires September 20, 2002 Sieg-t-a-tture of Contractor/Agent ` Date Print Contractor/Agent's Name Q�l 4) )0Z_ ' T � �arA- 5r 7riahre of Notary -Sty tc, of -Florida lorr da Date .�- z- :; �v 40 NIN h1, dOFINSON ,F , ksl ;{ *MY CCiVlilrla;310IN 0 cc 99,1808 EXPIHE,S. March 23, 2004 ©ond%l Thw Budue! NuNry sorvlm Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or ✓Produced ID [7 y- i V Q,)-ts I,.,,: c.t&,• g Produced ID F t- P to 35 (1443 q ZC'3i 3 APPLICATION APPROVED BY: Date: Special Conditions: )F j 3/8" x '2 1/2" GALVANIZED LAG SCREW 'a'// (1) 1 1/4" GALVANIZE WASHER; AND (1) 2" STANDARD o FENDER•,i WASHER L4,4 BUILDING ANCHOR. DETAIL 4" ALUMINUM LAP SIDING ALUMINUM TRIM, (2) 2 x 6 BEAM (TYPICAL),` 40'-0" OR GREATER TO BE SHIPPED IN SECTIONS D VARIES (NO LIMIT ON LENGTH) � 2'--0" JOISTS SPACED AT 2'-0" ON CENTER x 0 I O � ..J x N r7 m OZo X X I W V W x BUILDING ANCHORS 4--0- FROM EACH END AND 8'-07 MAX. ON CEVTERS (TYPI•CAL BOTH ES) " " 3/8 x 1 1 /2 (396 � UPLIFT RATING) LAG ANo AM- RC s rrtu - CON�P'rp OOr r FRf 11 TVIEI'YERh11T lS;g ONC�ITIONAC A r'�: ME ®. C D ISOMETRIC OF SHED 12'--0" 246 LF 2x4 10'-0" { SCREWS„ AT SPACING P PER TABLE 1 o �� l,rrJ r, LY l'hJE wOr�E<ArJo A E 1CFNS� rO .,- ��EALL C3F CANC!_C. hJOT o N,T.S. 2'-6" 6'--a" 123 LF 3'-0" 2"--~- 1 3/8 x 12 (540 # UPLIFT RATING) /i AUTFIUF' r }fuck ` ll �Yll'i 6- rE rt r (a VIOLATE Jcavlslonls rEJG�, L'r P,sJE7e .12'--0" .12 2'---6 1/2" (2) 2 x 6 3/4" PLYWOOD FLOORING ail �I 2 x 6 BOTTOM PLATE (TYPICAL ALL AROUND) FLOOR . FRAMING PLAN 2 x 6 BENT (TYPICAL) SEE SIDE WALL ELEVATION SAr•1FUE�U BIJILUJNc3 ThrE�� f'L 2 2 x 6 SIDERAIL � SHED ANC ORING 1'0 CONC�d .T " AB _ SHED WIDTH UP LIF C SIDE O� l' " " 3/8 x 1 1 /2 (396 � UPLIFT RATING) LAG ANo AM- RC s rrtu - CON�P'rp OOr r FRf 11 TVIEI'YERh11T lS;g ONC�ITIONAC A r'�: ME ®. C D ISOMETRIC OF SHED 12'--0" 246 LF 2x4 10'-0" { SCREWS„ AT SPACING P PER TABLE 1 o �� l,rrJ r, LY l'hJE wOr�E<ArJo A E 1CFNS� rO .,- ��EALL C3F CANC!_C. hJOT o N,T.S. 2'-6" 6'--a" 123 LF 3'-0" 2"--~- 1 3/8 x 12 (540 # UPLIFT RATING) /i AUTFIUF' r }fuck ` ll �Yll'i 6- rE rt r (a VIOLATE Jcavlslonls rEJG�, L'r P,sJE7e .12'--0" .12 2'---6 1/2" 6'-11" 14'-0.. 1'-•10 SIMPSON STRAP OR EQUAL ANY J_r- LCor(S, , r��r r nR�J,,E°Tli�: p `' �rrac� ClJT ft sh1A! FR, vt r'r N c, S-6 1/2" „ 2 x 3 PRESS PLATES BRIDGI G I~ n " (1) 3/8 x 3 (750# UPLIFT RATING) rJUr1 OF eRFtUp}^`r-1r'I'EI7 r?Wf;;� 7iiE? 3U1!_L71NG °I, C11'HEr; vlo C7N rJJe �'LArJ Il JG A °R�Ec LA?J01r BOTH SIDES ALL JOINTS N 5'-0" MAX. ON ,' 2 x 4 SILL RED HEAD OR CONCRETE SCREW INTO o FIE COO�a rrsrRUCT1ON "' �' w ';'11TRANCE DOORS - 1A A. , 'A A' ' CONCRETE SLAB AT SPACING PER TABLE 1 2 x 4 CONSTRUCTION W 98" DUUBLE DOO:tS u7 I N 2",x 4 BENT 'FRAI ,-,S u, j SHED WI TI : SIT? ATTACHED .T.YP 2 x 4 NAILED TO HEADER 2 x 4 AND IS-O"MI II K CONNECTED W/ l,(� Jl COMMON rn LM- --.-.- .,._ _ -. _. %-_�._ ACROSS THREE BENTS 55'-0' MA 2 K 4 4 ALUMINUM LAP SIDING r>r I_ o N -• ANCHOREC' ._ ._ TO CONCRETE% CUT OFF BENT LEG i lWM� v, ON FRONT, ALUMINUM DOOR N''•10 ..�..,..�. SKIN, ON BACK -- + _ 2 x 4 BOTTOM PLATE NAILED TO 2 x 6 FRAME DOOR CONSTRUCTION WIRING DIAGRAM BASE (OPTIONAL ELECTRIC) -' i / ' ,NF1„, x 5” :,(400 ;# UPLIFT RATING) SECTION THROUGH HEADER SHALL BE "MOBfLE HOME" TYPE #30 DH EARTH ANCHORS,. .,••. • . • � . r i _ MANUFACTURED RED BY STYLE CREST OF BRANDON, FL. _MAX. UPLIFT 5000 LBS. �':�. '•'• • ' CONCRETE SLAB AT SPACING PER TABLE 1 OR EQUIVALENT SHED WIT 11 F?�OO REMOVED ANCHORIN G SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER) LOCATE ANCHORS 4'-0" MAX. FROM EACH END OF SHED AND 5'--•0" MAX. ANCf-j0RE ►_i_(� -CONCRETE SPACING ANCHORS SHALL BE PLACED ON THE SIDE RAILS EXCEPT WHEN SHED IS PLACED (2) 2 x 4 SPRUt,' HEADER NEXT TO AN EXISTING BUILDING IN WHICH CASE THE 'THE ANCHORS THAT SHOULD W/ 1/2" PLYWO();) SPACER GO ON WALL NEXT TO THE BUILDING SHALL BE PLACED ON THE END WALL WHEN GARAGE. D 0R INSTALLED .,NEXT TO THE EXISTING BUILDING. 'TABLE 1: SHED ANC ORING 1'0 CONC�d .T " AB _ SHED WIDTH UP LIF C SIDE O� ANCHOR SPACING SIDE 14''_o" 287 #/ LF X 12'--0" 246 LF 2x4 10'-0" 105 IF 2'-0" 8'-0°' '164 LF 2'-6" 6'--a" 123 LF 3'-0" VALUES FROM EN.D OF JOIST TO CENTERS OF (2) 2 x 6 SKIDS ONLY 14'-0" WIDE SHEDS HAVE (4) SETS OF SKIDS 1. FLOOR LIVE LOAD 125 LBS. / SQ. FT, .2. ROOF LIVE LOAD 34 LBS, / SQ. FT. 3. WIND LOAD 120 MPH GENERAL NOTES: 1. FLOOR JOISTS AND BEAMS SHALL BE PRESSURE TREATED SOUTHERN PINE, 2. PLYWOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PLY, EXTERIOR GRADE; TONGUE AND GROOVE, ANCHORED W/ 1 3/4" GLUE COATED STAPLES. 3. 2 x 4, WALL AND ROOF FRAMING SHALL BE FRAME GRADE SPRUCE OR SOUTHERN PINE.. 4. BRIDGING SHALL BE SPRUCE OR SOUTHERN. PINE. 5. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGATED ALUMINUM WITH A 2.67° PITCH OR A 4" LAP SIDING WITH A 3/8-. STEP. BOTH, SHALL BE MANUFACTURED FROM 0,024" THICK SHEET ALUMINUM 3105 H14 . ALLOY. 6. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE AS FOLLOWS: 1. SIDING - #8 x 3/4" WASHER HEADED SCREWS: 2. ROOF �- #8 x 1 SCREWS WITH NEOPRENE GASKETS AND 1 /2" WASHERS, T.' 8' SIDE WALL HEIGHT MAX. -- 1 x 4 BRIDGING w , (TYPICAL AT F_.A.°` I19ENT) v �t TYPICAL BENT rr 2 4 P "`'` 20 GAUGE 3" x ;d+" GALV. x ji R JCI �, r, ; dt I 4 RI C to IIS L( W TABLE 2: RUNNER SP CI , TABLE . - SHE( WIDTH X 1 0 13r X• X 2x4 CA 2x4 f J O' AT LP� VAR. L2x I 10'-0" 1'-6 1Z2- 2"--~- .12'--0" .12 2'---6 1/2" 6'-11" 14'-0.. 1'-•10 1/2' 6' 11 S-6 1/2" VALUES FROM EN.D OF JOIST TO CENTERS OF (2) 2 x 6 SKIDS ONLY 14'-0" WIDE SHEDS HAVE (4) SETS OF SKIDS 1. FLOOR LIVE LOAD 125 LBS. / SQ. FT, .2. ROOF LIVE LOAD 34 LBS, / SQ. FT. 3. WIND LOAD 120 MPH GENERAL NOTES: 1. FLOOR JOISTS AND BEAMS SHALL BE PRESSURE TREATED SOUTHERN PINE, 2. PLYWOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PLY, EXTERIOR GRADE; TONGUE AND GROOVE, ANCHORED W/ 1 3/4" GLUE COATED STAPLES. 3. 2 x 4, WALL AND ROOF FRAMING SHALL BE FRAME GRADE SPRUCE OR SOUTHERN PINE.. 4. BRIDGING SHALL BE SPRUCE OR SOUTHERN. PINE. 5. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGATED ALUMINUM WITH A 2.67° PITCH OR A 4" LAP SIDING WITH A 3/8-. STEP. BOTH, SHALL BE MANUFACTURED FROM 0,024" THICK SHEET ALUMINUM 3105 H14 . ALLOY. 6. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE AS FOLLOWS: 1. SIDING - #8 x 3/4" WASHER HEADED SCREWS: 2. ROOF �- #8 x 1 SCREWS WITH NEOPRENE GASKETS AND 1 /2" WASHERS, T.' 8' SIDE WALL HEIGHT MAX. -- 1 x 4 BRIDGING w , (TYPICAL AT F_.A.°` I19ENT) v �t TYPICAL BENT rr 2 4 P "`'` 20 GAUGE 3" x ;d+" GALV. x ji R JCI �, r, ; dt I 4 RI C to IIS L( W PRESS PLA I CZ) (.,,a :. x 8 D G 1 0 13r FT �,� 1 0" IPJS 2x4 CA 2x4 f J O' AT LP� VAR. L2x I �� PRESS PLA I CZ) (.,,a :. x 8 D G PER CONNECTION ,I' 2 x 4 HDR. 2 x 6 STUD AD0FD WHEN 1 x. 4 BRIDGI G x GARAGE DOOR IN{ i-ALLED _ N 5'-0" MAX. ON 2 x 4 SILL w ';'11TRANCE DOORS p _ W 98" DUUBLE DOO:tS u7 I 2",x 4 BENT 'FRAI ,-,S u, j .T.YP IS-O"MI K CONNECTED W/ l,(� Jl COMMON rn LM- 55'-0' MA 2 K 4 BOT. LATE N -• ..�..,..�. 'SEE DETAILS FOR CONNECTION " (2) LAMINATED P 7ESSUFE' TREATED PINE 2 x 6 COklt,; ECTED "W;'' END ELEVATION WITH DOOR NAILS � R CONN" :':cr ON cCiaTEa SIDE ELEVATION WITH WINDOWS Ah10 DOOR N � �" a x 2 x 4 a 1 x 4 BRIDGING CN ¢ U .1 x 4 BRIDG G03 Gw 2'--0 x TYP. 2 x 4 BOT. PLATE cv z �5 TYPICAL SLOPE AT KNEE � 12 JOINT OF BENT 1 x 4 BRIDGE_:., N 3/4" PLYWOOD F ..00R OVER I I 2 x 6 PRESSURE` 'TREATED PINE -- --- 2 x 6 X t -* I �I{ A` -X SEE END ELEVATI`)N WITH X2--�M X3 Xy DOOR FOR INFORI;RATION VARIES (6'-0" TO 14'-0") NOT SHOWN END ELEVATION •WITH_ WINDOW SIDE ELEVATION WITHOUT WINDOWS TYPICAL BENT SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION NOT SHOWN 1 x 4 WIND BRACE (TYPICAL AT FOUR CORNERS) 12'-�0" WIDE OR GREATER rievxwotft wv" wzm JUN 2 2 ?OU'l THE DESIGN SHOWN HEREON MEETS THE REQUIREMENTS OF CHAPTER 1600 AND SPECIFICALLY 1606 OF THE STANDARD BUILDING CODE 1997 ED. FOR A 120 MPH WIND LOAD 1 ;z