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HomeMy WebLinkAbout118 Summerlin Ave 15-1686 (garage)- Ti CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ Documented Construction Value: $ tq/(n Job Address:/ 1$ .Stas�re+-eco /„ci �4-rr�- Historic District: Yes ❑ 1vo,X Parcel ID: Zoning: Description of Work: 'coLk0Aat”' Plan Review Contact Person: .w rg 41 Title: >...�� Phone: _ t' 7.644 -98.5"2_ Fax: E-mail: _ Property Owner Information Gam" 't Name Street: /t/-5a►.�.r„cr�+;.ti� }-v -� City, State Zip:r¢�yr r • ,�.� 3 2 7'�,' Phone:eas- 2- Resident of property? : Contractor Information NameWi1� Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: F",' .61 -►O^ 4 4 1 ��r_. 0- rf r Yc.... Phone: '!''may' - P-94 -- 8'Y9<!:, Street: San, 5ati4! r 4o14.y .lt:/.Fax: -�`c� 7 . S 9 S • City, St, Zip: Cir .�...0 .f ®`l E-mail: .A d_ ^ ol>e��. 7�ri .� 1e - Bonding Company: Address: Building Permit M/ Square Footage: / O % 2 No. of Dwellitig Units: A✓ A Electrical I New Service -- No. of AMPS: t4LA Mortgage Lender: Address: PERMIT INFORMATION Construction Type: N/5 U No. of Stories: Flood Zone: t fo Plumbing ❑ Q New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: e Z.e'�-Gce soz Shall be inscribed with the date of application and the code in effect as of that date (Code 201F 31.135(5)(6) Florida Statutes. REV 07.14 INDEX A-1 - COVER SHEET. A-2 - EXISTING & PROPOSED SURVEY PLAN. A-3 - EXISTING & PROPOSE FLOOR. PLAN. A-4 - FOUNDATION PLAN & DETAILS. A-5 - FRAMING PLAN & DETAILS. A-6 - ELECTRICAL PLAN & ELEVATIONS. 6 LEGAL DESCRIPTION DESIGN CRITERIA THIS EXTERIOR IMPROVEMENTS FOR EXISTING RESIDENTIAL STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 VERSION, RESIDENTIAL, CHAPTER 3, SECTION 8301 DESIGN CRITERIA AND ASCE 7-10. WIND LOAD REQUIREMENTS EMPLOYED IN THE DESIGN OF THE STRUCTURE: 1. BASIC WIND SPEED - (3 SECOND GUST) 140 MPE.(53 m/s) V ult = 139 mph. V asd = 107 mph. 2. BUILDING CATEGORY R..1, ENCLOSED 3. IMPORTANCE FACTOR 1.00, WIND SPEED B 4. INTERNAL PRESSURE COEFFICIENT IS 0.18. 5. DESIGN PRESSURE (WORST CASE CONDITION) - COMPONENTS & CLADDING: +36.1 PSF / -41.4 PSF 6. UNIFORMLY DISTRIBUTED LIVE LOADS EMPLOYED IN THE DESIGN - 40 LIVE LOAD LIVING AREAS - FLOORS - 30 PSF FACTOR 0.43 PSF -0.73 PSF ROOF LIVE LOADS - 20 PSF- EXPOSURE B FACTOR 0.41PSF - 0.92PSF NO WIND-BORNE DEBRIS REGION INTERIORS IMPROVEMENTS TO THE RESIDENCE OF MRS. DA VID & SHIELDS LEC LOTS 14 + 15 + LOT D BLK 2, MYFAIR PB 3 PC 35. PARCEL ID # 30-19-31-504-0200-0140 LEC LOTS 8 BLK 5, MYFAIR PB 3 PC 35. PARCEL ID # 30-19-31-504-0200-0080 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK PAGES 3 AND 35 ,OF THE PUBLIC RECORS OF CITY OF SANFORD, FLORIDA LOCATED A T 118 N. S UMMERL-[N AVE SANFORD, FLORIDA 32771 30-19-31-504-0200-0140 APPLICABLE CODES: A. 2010 FLORIDA BUILDING CODE. B. 2010 FLORIDA PLUMBING CODE. C. 2010 FLORIDA MECHANICAL CODE. D. 2008 NATIONAL ELECTRICAL CODE. E. 2010 FLORIDA BUILDING CODE, FUEL AND GAS. F. NFPA 70, NATIONAL ELECTRICAL CODE: NEC 2010 EDITION. G. 2010 FLORIDA EXISTING BUILDING CODE. VICINITY MAP Scale: N.T.S. RECORD COPY L111_,.ry _ .. REVIEWED POR CODE COmPUA C PLA E MIN R -' OATE 4N Mjj pp�_ u C 0k a&\r c-5 �-, CJr1 � ►, 1rn ry ; 1MI� . SANEORD BUILDINia ®evesioN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection BUILDING DEPARTMENT INFORMATION JURISDICTION: ORANGE COUNTY 201 SOUTH ROSALIND AVENUE `+ ORLANDO, FLORIDA 32802' PHONE: (407) 836-3637 J� U low CO Cn 02 ■ LL u, 0 O '© Q so OP a^ E2g >, =aQ �a EN PROJECT DIRECTOR Ricardo Lopez CHECKED DATE 05.02.2015 DRAWING SCALE AS NOTED DRAWING NAME COVER JOB NO. 30/15 SHEET A�l \ ©F 00 SHEETS L Q t Q G a N L� L0 go (n a)& 0� c9 N o io LL WE ❑ yll TABLE OF AREAS DESCRIPTION AREA (S.F.) FIRST FLOOR LIVING 2,955.00 SF. TOTAL LIVING AREAS DESCRIPTION AREA (S.F.) % OF DESCRIPTION AREA (S.F.) % OF 342.00 SF. BOMB SHELTER TOTAL . "22.9' •d TOTAL LOT AREA 35,890.00 SF. - 100% LOT AREA 35,890.00 SF. - 100% ACTUAL WWWo.•-1 PROPOSED ---25.6 • FIRST FLOOR LIVING 2,955.00 SF. - 8.23% FIRST FLOOR LIVING 2,955.00 SF. - 8.23% COVER ENTRY 554.00 SF. - 1.54% COVER ENTRY 554.00 SF. - 1.54% PAVERS 2,604.00 SF. - 7.26% PAVERS 2,604.00 SF. - 7.26% TENNIS COURT 6,050.00 SF. - 16.86% TENNIS COURT 6,050.00 SF. - 16.86% COVERED CARPORT 638.00 SF. - 1.78% COVERED CARPORT 638.00 SF. - 1.78% POOL AREA 1,537.00 SF. - 4.28% POOL AREA 1,537.00 SF. - 4.28% CONCRETE PAD 1,560.00 SF. - 4.35% CONCRETE PAD 1,560.00 SF. - 4.35% STORAGE 342.00 SF. - 095% STORAGE 342.00 SF. - 0.95% BOMB SHELTER 139.00 SF. - 0.39% BOMB SHELTER 139.00 SF. - 0.39% °• 14.7' 14,6' 35.4 "'M ,... , ADDITION GARAGE 1,062.00 SF. - 2.96% TOTAL IMPERVIOUS 16,379.00 SF. - 45.64% TOTAL IMPERVIOUS 17,441.00 SF. - 48.60% PERVIOUS AREA 19,511.00 SF. - 56.36% PERVIOUS AREA 18,449.00 SF. - 51.40% COV A EA 16.0' 10.6' 15.3' Sll'4g ane: wa /� en M BLOCK 5 1 COV AREA A.1 20.6'=-- d TOTAL PERVIOUS AREA 35,890.00 SF. -100.00% TOTAL -PERVIOUS AREA 35,890.00 SF. ---100.00%a AREAS CALCULATIONS Scale: N.T.S. 89"23'19"(M) FIP 1" ls.oa(P) 3'CONC WALL 261.03'(M) /14.83'(M) P.P. m 2.2'ON MANHOLE Id -- -------------------------------------- OHL--------- '_.1�------------------------------------------------- - FIP 1" FIP 1" d • 4.0'ON d , 34.0 d, a •10'WIRE ENCS; '3,3'ON •. MBOMB a • 22.9' • 1 M 'I - •, a + r d p SHELTER I c7 COVERED '° d • • ° • • e . + c ----25.69---- ° R CARPORT ' • • : S • 1 ° ° POOL :. d • d CON RETE --__ __----__---+ TENN S COURT4... a PUMP - _------- p • " 40.0' m a . • LOT -15 �, p POOL .• ^ I r.�1 r- � d + • � � a O ++ • BJLOCK°2 • d + ° d • o • e LOT 7 �' W .y p 16.9' .� • ° A/C(2J . ," •• • �r U O w • 17.0' BLOCK 5 `° A • • �,, M o ---------so.zs'----- -- - d • ' 14.7 12,0 14.6' 11. , LOT 14 a d TWO STORY I_ BLOCK 2 m e Ln I °° 32'1 o RESIDENCE LOT 8 COV A14EA Sto�g m 16.0' 10.6' 15.3' BLOCK 5 COV AREA 11 4' --56 00' --- ON LOT D z i BLOCK 2 o 342.10'(M) 342.00'(P) I FIR 1/2" FIR 5/8" BLOCK CORNER 0.5'CONC GUTTER 260.96'(M) 2'BLOCK U TBLOCK ONLINE ONLINE 60' R/W (IMPROVED) FE' 1" EXISTING SURVEY PLAN Scale: 1:30 2 A-2 AREA CALCULATIONS DESCRIPTION AREA (S.F.) FIRST FLOOR LIVING 2,955.00 SF. TOTAL LIVING AREAS 2,955.00 SF. 2,955.00 SF. COVER ENTRY 554.00 SF. COVERED CARPORT 638.00 SF. STORAGE 342.00 SF. BOMB SHELTER 139.00 SF. TOTAL NOT LIVING AREAS -1,673.00 SF, 1,673.00 SF. TOTAL ROOFED AREA 4,628.00 SF. DESCRIPTION ADDITION GARAGE TOTAL ADDITION AREA ADDITION AREA (S.F.) 1,062.00 SF. 1,062.00 SF. AREAS CALCULATIONS Scale: N.T.S. 89°23'19"(lv4) FIP 1" 15,00'(P) 3'CONC WALL 261.03'(M) 14.83'(M)P P m 2.2'dN MANHOLE ------OHL---------- W-�------------------------------------------------ - FIP I"FIP 4.0'ON ' °• 10'WIRE EN • • 3.3'ON « 1" • 34.0' �o . "22.9' •d �. pBOMB "• • p COVERED ° :• • 'SHELTER °� °r ••4 WWWo.•-1 o ---25.6 • � ,+. d °•• •CARPORT d ° CON�RETE d --------94.81Mr V •• • • •° TENNS r, +PUMP COURT . 1 40.0' •• POOL � w •. TS , 4 • ^ •°• ' N d, °�1I� ra '•BkOCK•2 4. 'a , • 4v(y:)u °• LOT O�wpp a• U • 16.9' I• O d .b 17.0' El 12.0' °• . New• one.52.25'. BLOCK 5 �1 "; • 0 cn p ,-� '-+ 3 `D - ---- ----50.25'-- -- -- - °• 14.7' 14,6' 35.4 "'M ,... , � ° • TWO STORY 4.00- . i- a Lr) 0 0 0 O0 32.1 o RESIDENCE c ANEW p .�... •' ilo ADDTTION o . NeCV cry C� t- LOT 8 COV A EA 16.0' 10.6' 15.3' Sll'4g ane: wa /� en M BLOCK 5 1 COV AREA A.1 20.6'=-- d LOT D Z BLOCK 2 • DRIVE w LOT 14 t I BLOCK 2 342.10'(M) 342.00'(P) FIR 1/2" OUNTA FIP, 1" FIR 5/8" BLOCK CORNER 0.5'CONC GU=R 260.96'(M) 21BLOCK a 2'BLOCK ONLINE ONLINE 60' R/W (IMPROVED) z A-2 -MiloE- I I V M C� .�.Ir co co °8 01 ■� LLjg oma_ L - ©3C � oW o � , QM �m � Ec In:3 L? [0 r- 0U7 Cc: :mR O UOafli Cis Z � m00 00 Q �w� �V) �� Zoe WT4D 00 V) C) W I -y PROJECT DIRECTOR Ricardo Lopez 05.08.2015 DRAWING SCALE AS NOTED DRAWING NAME FLOOR PLANS JOB NO. 30/15 A�2 \ OF 00 SHEETS M PROPOSED SURVEY PLAN Scale: 1:30 N 00 — - — — — — — — — — — — — — — — — — — — — — /I I / I / / IM / I I I I EXISTING EXISTING I RESIDENCE Co STORAGE I o I � I M 7'-10„ N cV I I II I � IM � I - -� 11 C-000 0 EXISTING TENNIS COURT 30'-0" 13' 0'" 91-211 S2'-2" C m " �JW ,o.F � �� � 0 C DOOR SCHEDULE DOOR # SIZE QTY. MATERIAL REMARKS MANUR D-1 16-0" X T-0" 1 METAL ROLL -UP South Florida Rolling Door or Similar D-2 10'4" X 7'-0" 1 METAL ROLL -UP I DOORS SCHEDULE A_3 Scale: N.T.S. EXISTING FLOOR PLAN Z Scale: 1/4" –1'-0" -- - �N (Z4 Scale: 1/4" –1'-0" REVISIONS BY ■ r■ Wm O GO N E �.+ CIA ._ U_ �0 c� 20 - Lm s Q' Lo 5, LSI � C: � Q N <m �,A O' E b mti ID =c O O (1)Z VaQ ai i� PROJECT DIRECTOR Ricardo Lopez CHECKED DATE 05.08.2015 DRAWING SCALE AS NOTED DRAWING NAME FLOOR PLANS -- JOB NO. 30/15 SHEET A 3 OF 00 SHEETS M �� cn c �( . CU o 0 M0 10 f.Y- 12 m ai N 0 cR � LL W LL ❑ Na NOTE: FIRST (3) _COURSES TO BE CONC. FILLED/ GALV.HORZ LADDER REINF. @ EA. COURSE. HORZ . REINF. @ ALTERNATING COURSE THERE AFTER (TYP.) # 5 VERT. W/ STD. HOOK FINISH SLAB + 0'-4"00 00 APPROX. GRADE (2) - # 5 CONT. COMPACTED TO 95% — CAPACITY & TERMITE TREATED FILL EXISTING RESIDENCE (1) #4 @ 48" O.C. DOWELS EPDXY CONSTRUCTION ADHESIVE MIX. EXISTING FOUNDATION EXTG. HOUSE ELEV, �: n. �• • • r • r r r P: J: I 01 ---: lk EXISTING FOOTP`Tf7 (1) #4-12" LONG EPDXY CONSTRI ADHESIVE MIX. APROX, LINE OF EXIST. FOOTING s O O O O O O O O O O O O O O O O O O 10 O 0 0 0 0 0 0 01 10 O O O o 0 O O DI Itl O O O O O O 0 OI 1 TYP FOOTING DETAIL A-4 Scale: N.T.S. - NEW CONSTRUCTION —4" CONC, SLAB (3000 PSI) REINF. W/ 1 AXI A W.W.M. OR WIRE MESH OVER 6 ML. VISQUEEN VAPOR BARRIER (TERMITE TREAT) ON EXIST. CONCRETE SLAB. SHEATHING: 5/8" CDX PLYWOOD OR 7/16" OSB NAILING SCHEDULE: 8d COM. 6" O.C. GABLE ENDS 4" O.C. ROOF SHEATHING EXIST.CMU WALL LINE BLOCK EXIST.CMU WALL W/ VERT. REINFORCED 4 p, (1) #5 @ 32" O.C. DOWELS d EPDXY GROUT PROPOSED CMU WALL W/ VERT. REINFORCED a a o: (1) #5 @ 32" O.C. DOWELS e. EPDXY GROUT c a O e O d a ' EXISTING NEW CONC. WALL CONC. WALL 4 CONECTION NEW & EXIST. WALL A-4— Scale: 1/2" = V-0" 0 W 4 W O O tl h o o o�W I- o n Z w O O qo O 0 4. F --i O O D O 0 EXISTING FOOTP`Tf7 (1) #4-12" LONG EPDXY CONSTRI ADHESIVE MIX. APROX, LINE OF EXIST. FOOTING s O O O O O O O O O O O O O O O O O O 10 O 0 0 0 0 0 0 01 10 O O O o 0 O O DI Itl O O O O O O 0 OI 1 TYP FOOTING DETAIL A-4 Scale: N.T.S. - NEW CONSTRUCTION —4" CONC, SLAB (3000 PSI) REINF. W/ 1 AXI A W.W.M. OR WIRE MESH OVER 6 ML. VISQUEEN VAPOR BARRIER (TERMITE TREAT) ON EXIST. CONCRETE SLAB. SHEATHING: 5/8" CDX PLYWOOD OR 7/16" OSB NAILING SCHEDULE: 8d COM. 6" O.C. GABLE ENDS 4" O.C. ROOF SHEATHING EXIST.CMU WALL LINE BLOCK EXIST.CMU WALL W/ VERT. REINFORCED 4 p, (1) #5 @ 32" O.C. DOWELS d EPDXY GROUT PROPOSED CMU WALL W/ VERT. REINFORCED a a o: (1) #5 @ 32" O.C. DOWELS e. EPDXY GROUT c a O e O d a ' EXISTING NEW CONC. WALL CONC. WALL 4 CONECTION NEW & EXIST. WALL A-4— Scale: 1/2" = V-0" NEW CONC.SLAB 2 TY? F WT G DETAIL A-4 Scale: N.T.S. SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB NAILING SCHEDULE: 8d COM OR BETTER. 4" O.C. ON EDGE S" O.C. INTERIOR V&TE���TD��ATHING 3 ROOF & WALL SHEATHING A-4 Scale: N.T.S. 25" MIN. LAP BAR 3 45 BARS CONT. 1 & 2 STORY 8" N M. C. U. - CORNER AT WALL BL CK WALL 2511 MIN. LAP BARN I I I 3 45 BARS CONT. I & 2 STORY 811 CORNER AT BOND BEAM 5 REINFORCED @ CORNER A-4 Scale: 1/4" = V-0" FILL JOINT WITH LIQUID SEALER W/ 60-80 HARDNESS 3/16" SAW -CUT JT. CUT AS SOON AS POSSIBLE AFTER TROWELLING. d' NOTES: 1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN SAME DAY AS CONCRETE PLACEMENT.) 6 CONTRACTION JOINT A-4 Scale: N.T.S. el 4" CONCRETE SIDEWALK (3500 PSI) STABILIZED SUB -BASE GRASS COMPACTED TO 95% CAPACITY 7 CONC. @ NEW WAY A-4 _-Scale: N.T.S. FOOTING REBAR CONT. SI) FILL .T. SET 1C. 'OOTING REBAR CONT. SI) FILL F. SET I.C. OOTING REBAR CONT. SI) FILL t 'FOOTING REBAR CONT. SI) FILL I'tT (-;k Scale: 1/4 F-0" MIN 0110 V M 0 00 CoN 28 ._Li - O'00 Law Q N M �Q L9 oCc cn UOa�i LIL a c Q 0 W 0 W O O tl h o o o�W I- o n Z w O O qo O 0 F --i O O O 0 0 O O O 0 O O O n 0 O O O 0 0 0 O O 0 D 0 0 0 0 0 0 0 0 0 0 0 0 NEW CONC.SLAB 2 TY? F WT G DETAIL A-4 Scale: N.T.S. SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB NAILING SCHEDULE: 8d COM OR BETTER. 4" O.C. ON EDGE S" O.C. INTERIOR V&TE���TD��ATHING 3 ROOF & WALL SHEATHING A-4 Scale: N.T.S. 25" MIN. LAP BAR 3 45 BARS CONT. 1 & 2 STORY 8" N M. C. U. - CORNER AT WALL BL CK WALL 2511 MIN. LAP BARN I I I 3 45 BARS CONT. I & 2 STORY 811 CORNER AT BOND BEAM 5 REINFORCED @ CORNER A-4 Scale: 1/4" = V-0" FILL JOINT WITH LIQUID SEALER W/ 60-80 HARDNESS 3/16" SAW -CUT JT. CUT AS SOON AS POSSIBLE AFTER TROWELLING. d' NOTES: 1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN SAME DAY AS CONCRETE PLACEMENT.) 6 CONTRACTION JOINT A-4 Scale: N.T.S. el 4" CONCRETE SIDEWALK (3500 PSI) STABILIZED SUB -BASE GRASS COMPACTED TO 95% CAPACITY 7 CONC. @ NEW WAY A-4 _-Scale: N.T.S. FOOTING REBAR CONT. SI) FILL .T. SET 1C. 'OOTING REBAR CONT. SI) FILL F. SET I.C. OOTING REBAR CONT. SI) FILL t 'FOOTING REBAR CONT. SI) FILL I'tT (-;k Scale: 1/4 F-0" MIN 0110 V M 0 00 CoN 28 ._Li - O'00 Law Q N M �Q L9 oCc cn UOa�i LIL a c Q W W dao, w h o o o�W I- o n Z w Q q 00 qo I F --i PROJECT DIRECT©R Ricardo Lopez 05.08.2015 DRAWING SCALE AS NOTED DRAWING NAME FLOOR PLANS ■ JC)B NO. 30/15 A�4 OF QQ SHEE M 0 s Q g c m (D0 f�C1 LL li ❑ TS 0) NAILING PATTERN: ZONE #1 = 8d @ 12" O.C. FIELD & 6" O.C. EDGE. ZONE #2 = 8d @ 6" O.C. EDGE & FIELD. ZONE #3 = 8d @ 4" O.C. GABLE. 6" O.C. FIELD & EDGE. PNEUMATIC NAILS: PNEUMATIC OR MECHANICALY DRIVEN NAILS WILL BE ACCEPTED UNDER THE FOLLOWING CONDITIONS: A. MINIMUM NAIL SIZE: 6d OR LARGER SPIRAL SHANK WITH: o MINIMUM SHANK DIAMETER -.099 o MINIMUM LENGTH - 2.1/4" o MINIMUM HEAD DIAMETER - 15/64" B. MINIMUM NAIL SPACING (MINIMUM SHEATHING 5/811): AREA, EDGE FIELD COMMENTS ZONE 1 6" 8" I--- ©--------------- I ZONE 2 ROOF EDGE 4" 6" 6" BLOCK AS REQ'D FOR NAILS ZONE 2 (RIDGE/HIP 410 ) ' 61 811 (DI ZONE 3 6" 6" BLOCK AS REQ'D FOR NAILS ZONE 3 6" 6" D Q 51 ROOF EDGE OVERALL LENGTH 5' i W Q wa I--- ©--------------- I 2-93 rebar 0 --a W ap Op� ,,//IIV ¢�FF•.�� - 3 I O 244 rebar (DI (3)I I C7 4' a ---------- -- --- RIDGE ® — D 4 1--------- � "� -------- I 4 ©I �v�4% © I® I �� � �-Ul- I ---- M"" R-19 INSUL. 1/2" CEILING BOARD CONT. TOP LINE BLOCK REINF. W/ 1 - # 5 CONT, AND CONC FILL 8" C.M.U. BLOCK WALL— REINF. W/ # 5 VERT. BARS SET @ 48" O.C. & CONC. (3000 P.S.I) FILL CELLS CONC/BLOCK PRIMER & PAINTING 4" CONC. SLAB (3000 PSI) REINF. W/ 1.4X1.4 W.W.M. OR FIBER MESH OVER 6 ML. VISQUEEN VAPOR BARRIER (TERMITE TREAT) ON CLEAN COMPACTED (2000 PSI) FILL P COMPACTED TO 95% - CAPACITY & TERMITE TREATED 1'-4" 4 NAILING PATTERN Scale: N.T.S. 5/8II PLYWOOD SHEATHING OVER 30# FELT W/10d RING SHANKS @ 61' O.C.@ EDGES l Od RING SHANKS & @ 8 O.C.@ INTERIOR FIELD NEW ROOF SHINGLES SYSTEM PRE -ENGINEERING ROOF TRUSSES 1 )SIMPSON HETA 20 ((UPLIFT 1810#) _ 9'-4" A.F.F _ ROOF BRIG. HT. ALUMN. DRIP EDGE SOFFIT W/ PERF. MATCH EXIST. METAL LATH STUCCO 7/8" MATCH TO EXISTING W/ 1/2" PLYWOOD OVER FOIL.D. INSULATATION 4.1 WALL WATER BARRIER o � N 25 Ga. GALV. FLASHING # 5 VERT. W/ STD. HOOK 00 EXIST. GRADE ��� SECTION @ TYP. CONC. WALL & ROOF Scale: 1/4" = 1'-0" 1 A-5 2 A-5 TOP STEEL AS SCHEDULE 2500 PSI CONCRETE FELL (CONCRETE PLACED IN FIELD) 7/32" WIRE STIRRUPS (POSITIONERS) AT 48" O.C. AND AT 6" WITHIN 2 FEET OF ENDS(TIED OR WELDED) BOTTOM STEEL AS SEE SCHEDULE. OTES: MINIMUM COVERAGE OF STEEL - 1.5" MIN, BEARING REQUIRED AT EA. END - 4" 3. CONCRETE STRENGTH AT AT RELEASE- 3,500 psi. LINTEL SCHEDULE MANUFACTURER BY :CAST -CRETE MINIMUM BEARING = 8" WIDE PRECAST U -LINTEL OVERALL LENGTH TOP STEEL 4. L1 I 2'-10"Thru 5'-10" 2-7/32" wire 2-93 rebar L2 5'-11"Thru T-6" 2-7/32" wire 2-#4 rebar L3 7'-7"Thru 10'-6" 4 244 rebar L4 10'-7"Thru 14'-0" •d 2-#5 rebar MINIMUM BEARING = 8" WIDE PRESTRESSED U -LINTEL Dd 4 rebar and / 2-#d 16" eb D Ad COMPACTED TO 95% - CAPACITY & TERMITE TREATED 1'-4" 4 NAILING PATTERN Scale: N.T.S. 5/8II PLYWOOD SHEATHING OVER 30# FELT W/10d RING SHANKS @ 61' O.C.@ EDGES l Od RING SHANKS & @ 8 O.C.@ INTERIOR FIELD NEW ROOF SHINGLES SYSTEM PRE -ENGINEERING ROOF TRUSSES 1 )SIMPSON HETA 20 ((UPLIFT 1810#) _ 9'-4" A.F.F _ ROOF BRIG. HT. ALUMN. DRIP EDGE SOFFIT W/ PERF. MATCH EXIST. METAL LATH STUCCO 7/8" MATCH TO EXISTING W/ 1/2" PLYWOOD OVER FOIL.D. INSULATATION 4.1 WALL WATER BARRIER o � N 25 Ga. GALV. FLASHING # 5 VERT. W/ STD. HOOK 00 EXIST. GRADE ��� SECTION @ TYP. CONC. WALL & ROOF Scale: 1/4" = 1'-0" 1 A-5 2 A-5 TOP STEEL AS SCHEDULE 2500 PSI CONCRETE FELL (CONCRETE PLACED IN FIELD) 7/32" WIRE STIRRUPS (POSITIONERS) AT 48" O.C. AND AT 6" WITHIN 2 FEET OF ENDS(TIED OR WELDED) BOTTOM STEEL AS SEE SCHEDULE. OTES: MINIMUM COVERAGE OF STEEL - 1.5" MIN, BEARING REQUIRED AT EA. END - 4" 3. CONCRETE STRENGTH AT AT RELEASE- 3,500 psi. LINTEL SCHEDULE MANUFACTURER BY :CAST -CRETE MINIMUM BEARING = 8" WIDE PRECAST U -LINTEL OVERALL LENGTH TOP STEEL BOTTON STEEL L1 I 2'-10"Thru 5'-10" 2-7/32" wire 2-93 rebar L2 5'-11"Thru T-6" 2-7/32" wire 2-#4 rebar L3 7'-7"Thru 10'-6" 243 rebar 244 rebar L4 10'-7"Thru 14'-0" 2-93 rebar 2-#5 rebar MINIMUM BEARING = 8" WIDE PRESTRESSED U -LINTEL L4 19'-5"Thru 24'-0" 2-#7/32" w9te rebar and / 2-#d 16" eb LINTEL SCHEDULE Scale: N.T.S. EXISTING PAVERS ROOF VENT MATCH SHINGLES ROOF ON P.T. HAILERS ALL ROOF FASTENING AS PER MANUFACT. SIMPSON LSTA18 ( UPLIFT 11309 ) 2X NAILER STRIPS AS REQ'D BY MFR. ON 30# FELT. 5/8" STRUCTURAL SHEATHING \— PRE- ENGINEERING NOTE: ROOF TRUSSES @ 24"'O.C. REFER TO MANUFACT'S RECOM. PRIOR TO ROOF INSTALATION RIDGE DETAIL Scale: N.T.S. 4 A -s FRAMING PLAN Scale: 1/4" -1'-0" MIN I I� M Q VW N v`"' ca o$ LLgn i~ ;s cw LL E N Qa_ Ecoo Cal fn n0 CL �¢ PROJECT DIRECTOR Ricardo Lopez CHECKED DATE 05.08.2015 DRAWING SCALE AS NOTED DRAWING NAME FLOOR PLANS JOB NO_ 30/15 SHEET A�5 114,04 OF 00 SHEETS co LO "Cr -. laa a COLV o45 oC Co ¢ mCD .� � �� a� L Uo a NEW SHINGLES ROOF 10'-4" A.F.F. BRG. HIGH' NEW GARAGE DOOR METAL LATH STUCCO MATCH TO EXISTING W/ 1/2" PLYWOOD OVI INSULATATION 4.1 WE WATER BARRIER 0'-0" ELEVATION FINISH FLOOR EXIST. RESII NEW SHING] 10'-4" A.F.F. I MATCH TO F EXIST. WINE ESPANSION 0'-0" ELEVA_I FINISH FLO( NEW SHINGLES ROOF 10'-4" A.F.F. BRG. HIGHT METAL LATH STUCCO MATCH TO EXISTING W/ 1/2" PLYWOOD OVEI INSULATATION 4.1 WA WATER BARRIER 0'-0" ELEVATION _ FINISH FLOOR SECOND FLOOR RESIDENCE ..F.F._BRG. HIGHT ELEV. I TO EXIST. WALL ELEV. ENATION FLOOR NORTH ELEVATION Scale: N.T.S. 1DENCE 3LES ROOF BRC. HIGHT ELEV. EXIST. WALL ELEV. I JOINT IR ,TION AOR iiEST ELEVATION Scale: 3116" = 1'-0" SHINGLES ROOF A.F.F, BRG. HIGHT ELEV. GARAGE DOOR �L LATH STUCCO 7/8" 'H TO EXISTING !" PLYWOOD OVER FOILD. NATATION 4.1 WALL :R BARRIER ?LEVATION _ H FLOOR EAST ELEVATION Scale: 3/16" - 1'-0" 1 A-6 2 A-6 3 A-6 EXISTING RESIDENCE N EXISTING TENNIS COURT PROPOSED CONCRETE WAY i 1 10'X7' GARAGE DOOR (140 MPR RATED) / 1 +30.0-33.0 I �I � I 1 I � 1 / 124X361 11 Attic 1 Access I' " EXISTING II ------------fr II �� STORAGE PROPOSED PROPOSED — — — — — — — — --GARAQE- GARAGE II II II -- \ II ------------- ----- i--------- i i ----- —\ - I I I 16'X7' GARAGE DOOR I I 10'X7' GARAGE DOOR \ (140 MPR RATED) (140 MPR RATED) \ +30.0-33.0 +30.0-33.0 \ 3 O O ELECTRICAL LEGEND OUTLETS @ 16" A.F.F. DUPLEX 220 v. RECEPTACLE SWITCHES @ 45" A.F.F. 1109- SWITCH 179-3 SWITCH 3 WAY MOTION SENSOR LIGHT FIXTURES C SURFACE MOUNT CEILING FLUORESCENT FIXTURE (2 BULB w/ DIFFUSER) <e>SMOKE DETECTOR MOTES: — IN FLOOR PLAN: OUTLETS TO BE LOCATED 16" SWITCHES @ 45" A.F.F. TO THE BO TON OF OUTLET & WITCHE FASE PLATE FROM ABOVE FINISHED FLOOR — ALL 125 VOLT 15720 AMP. RECEPTACLE SHALL BE TEMPER RESISTANT RECEPTACLES — ALL CIRCUITS SHALL BE CONNECTED TO EXIST. MAIN PANEL Q.�C�Q(PIrGI-LS tri CAMC-f- MUIf1`. G CFC.1 9"KYkaj t�wtIo,T(A)(z) EXISTING PAVERS \A FRAMING PLAN Z Scale: 1/4" =1'-0" ■ 7 0 0 co CV cY) co Q� a 8 ■ LL 19 ■I� o '62 L c� co a Lo E Lb W C[ N QaE COD CO U O c o0 to PROJECT DIRECTOR Ricardo Lopez CHECKED DATE 05.08.2015 DRAWING SCALE AS NOTED DRAWING NAME FLOOR PLANS JOB NO. 30/15 SHEET A�6 OF 00 SHEETS O CG r j , �J T3 CD o CD -9? 'n IL -)0u..n W