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HomeMy WebLinkAbout1122 Orange Ave 12-868; PLOT PLAN NSFHPlot Plan Loyal Description: OFFICE Lot 5, Block 13, Tier E, TOWN OF SANFORD, according to the Plat thereof, as recorded in Plat Book 1, Page 56, of the Public Records of Seminoles County, Florida. And Lot 10, HOLDEN REAL ESTATE COMPANYS ADD, according to the Plat thereof, as recorded in Plat Book 1, Page 89, of the Public Records of Seminole County, Florida. Flood Zone: X Community Number: 12117C Panel: 0070F Date: 09/28/2007 CERTIFIED TO.- GARY O:GARY & BETTY J. WILLIAMS IT# g-nk Graphic Scale 15' 30' 60' 'Subject Property has Public Water & Sewer Services' Scaie: 1-30' Block Corner NW Comer Lot 1 Block 13 Tier E Fnd. 1" IP No Identification 3 r � a o FES 13 � 20i2 a t, LU W E mP I� o Zo Z S TOWN OF SANFORD (PB 1, PG 56) LOT 9 LOT 4 BLOCK A BLOCK A TIER E 14' TIER E 18' S 90°00'00" E (C) 117.00' (P) Fnd. 1/2" Rebar I I o.s Fnd. 1/2" Rebar --"No S 900000 E 11 (M) Identification & Cap "RLS 2833" �.93 — — 4' I - WF c "BB" o rn m m fO C6 M I mr , m• -2 6.7' 12.0' 36-0' 12.6. '.f_<::.�-•-ti>;': �'r;: i-- a- =Uo LOT 10 Shed : ON LOT 5o 0- Garage NN 4. zr^_ waYDrive ' .1rnProPosed I wWood _ ,i• BLOCK A ahoa C'208n.2c'r:e'.te :::N >''• l ^ a�. > A 36.0' 12.3"7TIER E 6' zez: TIER E CD We o c0 O Z t Concrete ::::::::::::: O 22.4'1=i•`: i '•i `ice : o Rfd n O O n W N EtEa O v::::::::::::::::::::::::::::::::::::�:�::�:�:�:�:. 117.00' (P) i::'''isii:;>:;:::a'::::�::._:;::'';:;::: N N EntryO •; _ I I U: Q Q t — — — One Sto U w ry — ' ' • W 16.7• Wood & 13:7' W � � h, ::i o Metal Shed '�;�_:.':::::: Concrete Block I: 8.3' :;: I -oN0 a e a n Concrete �::::::: &Wood Frame ' Z Q IO O oncre C:M-:>. 0 0 :Residence # 1122: .. o N I Ln O O o O O a 38.5' O CD a O a - LOT 15 0 0 z _ .ss:i� O O . - �� 11.3' 0 in O 0 ID MLLJ CD i z �o Concrete t o N � LOT 10 Steps U Illl7•"1 .:.I O1 N N LU O 00 �-0.7' 4' CLF j 6' WF — _ 2'I Fnd. 5/8" Rebar Fnd. 1 1l2" IP No Identification N 89°58'03" W 115.44' (M) No Identification 31 5' N 90°00'00" W (C) 117.00' (P) I I I I LOT 14 LOT 11 HOLDEN REAL ESTATE COMPANYS ADD (PB 1, PG 89) Graphic Scale 15' 30' 60' 'Subject Property has Public Water & Sewer Services' Scaie: 1-30' Boundary Survey Legal Description: Lot 5, Block 13, Tier E, TOWN OF SANFORD, according to the Plat thereof, as recorded in Plat Book 1, Page 56, of the Public Records of Seminole County, Florida. And Lot 10, HOLDEN REAL ESTATE COMPANYS ADD, according to the Plat thereof, as recorded in Plat Book 1, Page 89, of the Public Records of Seminole County, Florida. Flood Zone: X Community Number: 12117C Panel: 0070F Date: 09/28/2007 CERTIFIED TO: GARY & BETTY J. WILLIAMS I , N UU-UU-UU - VV (U) l -I 1 .UU kir- LOT rLOT 14' LOT 11 HOLDENI REAL ESTATE COMPANYS ADD (PB 1, PG 89) Graphic Scale 15' 36' 60' 'Subject Property has Public Water & Sewer Services` Saale: 1 30' Block Comer NW Corner Lot 1 Block 13 Tier E Fnd.1"IP No Identification a INNW W E �P 0 0 z o z S TOWN OFISANFORD (PB 1, PG 56) LOT 9 I LOT 4 BLOCK A I BLOCK A TIER E 1 14' TIER E I g' S 90°00'00" E (C) 117.00' (P) u.5' Fnd. 112" Rebar S 90°00'00" E 11693' (M) Ind. 1/2"enti Rebar i . &Cap "RLS 2833" No Identification — — 4. 6' WF c ,>BB,> o a. - m p S to o C ::%•Concrete• ';�s'•:, o d o LOT 10 a a :Wood Shed. �' . Driveway '+= t '` �" a I v W •I BLOCKA rli v `on Concrete.:. LOT 5 r:a 4a o BLOCK A I 3 TIER E O o uQi 6' :,...::::is:r:: .: TIER E ::`::28:?'::::;: - = o Of L O L J Concrete LL 22 " Rfd (D f W a t V_ N Entry I rn Q -- U 117.00' (P) -- — (� Lll ` i67' ....One Story '.•Ui W r— Le ., hem 137 c Metal Shed N Block a -.- I co 5 '. C9 4- _ O -: 16 aa' on Concrete 16.3' __-Concrete ::: &Wood Frame cn.:.:.. ...... d I O u ¢ I ro O O - oncre ". M -: _ :::::::.:.: .Residence # 1122. i M :: .::" . U O Q ... 9 O O:::::::::::::::.:.. ..... :::. 0 0 0 d LOT 15 CD Z j :::::::. :. 591......: _ .:........::-: 11.3' Cn O coo t 0 r n a EIAfC M 4 O I Z _❑ a M LL Concrete LOT 10 steps �' U) 4 ,: r �w I , N UU-UU-UU - VV (U) l -I 1 .UU kir- LOT rLOT 14' LOT 11 HOLDENI REAL ESTATE COMPANYS ADD (PB 1, PG 89) Graphic Scale 15' 36' 60' 'Subject Property has Public Water & Sewer Services` Saale: 1 30' FIBERGLASS 5HINGLE5 12 4 FROW ELRYATKN SCALE: 1/4" FLOOR PLAN SCALE: 1/4" = 1'-0" c"1 9'-4" 9'-4" FIBERGLASS SHINGLES RIDGE OR OFF RIDGE VENT5 A5 REQ'D. i •F, Decorative �, CPmentltoue Flnloh R� R 1 1 EW&4 ON SCALE: 1/4" = I' -O" N I I s R Em f FIBERGLASS 5HINGLE5 12 4 FROW ELRYATKN SCALE: 1/4" FLOOR PLAN SCALE: 1/4" = 1'-0" c"1 9'-4" 9'-4" FIBERGLASS SHINGLES RIDGE OR OFF RIDGE VENT5 A5 REQ'D. i •F, Decorative �, CPmentltoue Flnloh R� R 1 1 EW&4 ON SCALE: 1/4" = I' -O" N I I s RAR ELEVA, 1AM 5CALE: 1/4" = 1'-0" Q i F- P � � I a U1l��Nc' GCP NOITIO�dAI-� (X '^ i-li vP�PGR��1g,�1vG �,1D5 UE�C�gO W10E r y(}si P�pFOg a�cAA Lp FE` 5� 'VC) 1 Q ANYV O iA GC)VIS 00 TEvl ROO C�'�N cpL14SIA P, K h1E a l RsC —y r SUV 1UP15Cr P p�F2MT � f1soce GOtA5vg +O pja5�� `TFpUPA �aF UA,S N CN 065-5. Opp' OP sv R �j0i i OF J PITS DATE: 12/16/2011 Thl5 structure has been de5lgned In accordance with the SHEET 2001 FBC and F5( --R with 2009 revslona and Chapt 6 of ASCE 7 for 110 mph (3 Sec, Gu5t) wind Exp. ' B ' Iw= 1,0, OCC, CAT, DAVID NORRIS ENGINEERING = I 112 COLEMAND, OF THREE WINTER HAVEN, Fr33a80 (a63� 299-IU4t�.., � ,,:-:''� • FL P,E, 4321a6 �� i JOBS C,A, 00203 —L 2011-1.41 O P. O CV fj LU U4 lu H r �- RAR ELEVA, 1AM 5CALE: 1/4" = 1'-0" Q i F- P � � I a U1l��Nc' GCP NOITIO�dAI-� (X '^ i-li vP�PGR��1g,�1vG �,1D5 UE�C�gO W10E r y(}si P�pFOg a�cAA Lp FE` 5� 'VC) 1 Q ANYV O iA GC)VIS 00 TEvl ROO C�'�N cpL14SIA P, K h1E a l RsC —y r SUV 1UP15Cr P p�F2MT � f1soce GOtA5vg +O pja5�� `TFpUPA �aF UA,S N CN 065-5. Opp' OP sv R �j0i i OF J PITS DATE: 12/16/2011 Thl5 structure has been de5lgned In accordance with the SHEET 2001 FBC and F5( --R with 2009 revslona and Chapt 6 of ASCE 7 for 110 mph (3 Sec, Gu5t) wind Exp. ' B ' Iw= 1,0, OCC, CAT, DAVID NORRIS ENGINEERING = I 112 COLEMAND, OF THREE WINTER HAVEN, Fr33a80 (a63� 299-IU4t�.., � ,,:-:''� • FL P,E, 4321a6 �� i JOBS C,A, 00203 —L 2011-1.41 ELECTMI CALF PLAN SCALE: 1/4" = I'-0'' STRUCTURAL NOTES: DESIGN AND MATERIAL CRITERIA: THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE FLORIDA BUILDING CODE (FBG), AND THE AMERICAN NATIONAL STANDARDS ANSI A 58.1, 1952. ALL WORK PER 2001 FBC 4 F13CR W/ 2009 REVISIONS, CONSTRICTION TYPE: 5B CATEGORY 2 OF FBG 1/609 DESIGN LOADS: FLOOR LIVE LOAD: 40 P5F ROOF LIVE LOAD: 20 F6F WIND VELOCITY: 110 MPH I. CODES: ---1.1 2001 FS(-- 4 F;JC;R W/ 2009 REVISIONS. 1,2 2008 NEC ELECTRICAL CODE, 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-01) 2. SOILS: 2,1 MINIMUM ALLOWABLE 501L PRESSURE: 1500 PSF 3___ CONCRETE_ 3.1 CONCRETE CO1-1FRE851VE STRENGTH AT 28 PAYS: 2,500 PSI, (NORMAL WEIGHT) 312 REINFORCINra BARS: ASTM AG 15 GR 40, FY = 40,000 PSI 3,3 CONCRETE COVER FOR REINFORCEMENT: FOOTING: 3" BOTTOM AND SIDES, BEAMS AND COLUMNS: 3.4 LAP SPLICES SHALL BE A5 FOLLOWS: " 5 BAR: 25", *1 BAR: 35" (MIN, LAP 40 X RAR PIA) 4, WOOD_ 4.1 WOOD FRAMING MEMBERS: "2 SOUTHERN YELLOW PINE (UNLESS OTHERWISE NOTED). 4,2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRF55URF TREATED 4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR EARTH. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES 5, WINDOWS AND DOORS: 5.1 WHERE THE BUCK 15 LE55 THAN 1-1/2", THEY MUST E>E ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL 6U55TRATE WITH (3) I/4"X3" BOLTS PER SIDE OR PER THE MANUFACTURERS RECOMMENDATION. 5.2 WHERE THE SUCK THICKNESS 15 1-1/2" OR GREATER, THE BUCK MUST BE BOLTED PER ABOVE 513 WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE BUCK, 6. _GENERAL: 6.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKINCz AND COORDINATING TFIE DIMENSIONS AND DRAWINGS OF ALL TRADES, ALL STRUCTURAL OPENINGS, 'THEIR SIZE AND EXACT LOCATION, AFFECTED BY MECHANICAL, ELECTRICAL, PLUMBING AND OTHER TRADE EQUIPMENT, SHALL BE VERIFIED BEFORE PROCEEDING WITH THE STRUCTURAL WORK AFFECTED 6.2 ANY CONFLICT BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK 6.3 THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS 15 BASFD UPON COMPLETION ACCORDING -TO THE PLANS AND SPECIFICATIONS. STRUCTURAL MFMI5FR5 ARE NOT SELF-SUPPORTING DURING CONSTRUCTION AND WILL REQUIRE "TEMPORARY f3RACING UNTIL PERMANENTLY AFFIXED TO STRUCTURE AS DIRECTED. THE STRUCTURAL ENGINEER A56UME5 NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION, UNLE55 THE CONSTRUCTION METHODS AND BRACING ARE INCLUDED IN 1 THE PLANS AND SPECIFICATIONS, OR HFREBY SUPERVISED BY THE STRUCTURAL ENGINEER. NO CHANGE TO THESE PLANS AND SPECIFICATIONS ARE TO BE MADE UNLESS WRITTEN PERMISSION FROM THE ENGINEER OF RECORD IS OBTAINED. THESE PLANS ARE VALID FOR ONE YEAR FROM DATE OF SIGNATURE. ELECT 1C4L I COUNT SY iE30L ceiling fan spotlights 1 I I 2 0 fluorescent I i ght 2 x 4 I 2 44C -;P1 9 GF 44' 44" AFF C-�ara�e Door Opener 1 � - - - I i ght 4 -¢- outlet wPI 4 6WF smoke detector 3 6witch o �1 ( switch 3 way ( 2 $3 SECTION R320 PROTECTION AGAINST TERMITES R320.1 Termite protection shall be provided by reglatered termiticidea, including Boll applied pesticides, baiting systems, and peaticldes applied to wood, or other approved methods of termite protection labeled For use as a preventative treatment to new construction (see Section 202, Registered Termfticide), Upon completion of the application or the termite protective treatment, a certificate of compliance shall be issued to the building department by the licensed 'pest control company that contains the following statement: "The building has received a complete treatment For the preventlon or subterranean termttea. Treatment is in accordance with rules and laws established by the Florida Department of Agrlculture and Consumer Services." 8320,1.1 IF soil treatment used for subterranean termite prevention, the initial chemical soil treatment inside the foundatfon perimeter shall be done after all excavation, backFilling and compaction is complete, 8320,1,2 If soil treatment Is used For subterranean termite prevention, soil area disturbed after Initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed, . R320,13 If Boll treatment is used for subterranean termite prevention, space In concrete Floors boxed out or Formed for the subsequent Installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of aufriclent depth to eliminate any planned soil disturbance after initial chemlcal soil treatment, R320,1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution, If rainfall occurs before vapor retarder placement, retreatment is required, Any work, Including placement of retnForctng steel, done after chemical treatment until the concrete floor Is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. R320,L51F soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior Foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R320,1.6 IF Boll treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterlor concrete or grade within i root (305 mm) or the primary structure sidelwalls, Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landacaping and irrlgatfon/sprinkler InBtallation, Any soil dfaturbed after the chemical vertical barrier 15 applied shall be promptly retreated, 8320,1,1 If a reglstered termiticide formulated and reglstered as a bait system is used for subterranean termite prevention, Sections R320.1.1 through R320.1.6 do not apply: however, a signed contract assuring the Installation, maintenance and monitoring of the baiting system For a minimum of Five years from the Issue or the certlFtcate of occupancy shall be provided to the building official prior to the pouring of the alab, and -the syatem must be installed prior to Final 'building approval, If the baiting system directions For use require a monitoring phase prior to Installation of the pesticide active ingredient, the Inatallatlon of the monitoring phase components shall be deemed to constitute installation of the system, 8320,1,8 If a registered termltfcide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections R320,1,1 through 8320,1,6 do not apply. Application of wood treatment termlticlde shall be as required by label directions for use, and must be completed prior to Final building approval, 22'-0" FOOUHPAT0OH PLAN SCALE: 14 = 1'-0 11 g:-411 A Q� z O >1c� o W � � r r Q m o LU ( � z 1�1 z u- Ul,% Q t>! - :3 ® Oen T > N z 0 � z UJI z o to z J -l-1 Q F z '3A to o z V DATE: 12/16/2011 This structure has been designed M accordance uslth the SHEET 2001 FSC and FPCR with 2009 revsi_ons and Chapt, 6 of ASCE I for 110 mph (3 .©c rust) wind' iel��ity, EXP. ' B ', Iw= LO, OCC, CAT�2 INT, PR. = +/- 0,182. DAVID NORRIa ENr INEERING 112 COLEMARD, OF THREE WINTER HAVENi FL 33880 iy (3631 299, 04£3 �� � ' ✓ � 1 ' JQ�# FL P, E, 031136, C.A. *3233 1 2011-141 METAL DRIP EDGE O/ P.T, IX2 FURRING 2 x P.T. SUB -FASCIA W/ (2) 12d -1� EA, CONN, 2x4 OUTLOOKER '0 24" O,C, W/ (2) 12d INTO END AND 51MP50N H2,5 HURRICANE CLIP W/ (10) ad TO SECURE 2x4 OUTLOOKER TO GABLE END TRUSS X -BRACING TO BE NAILED TO 2X4 BLOCKING W/ 3-12d NAILS ON EA END v 5' O,C, MAX ALONG GABLE END, WITHIN FIRST 2 FRAMING 5PACE5 (X -BRACING 15 NOT REQ'D. WHEN GABLE END CLEAR HEIGHT 15 LESS THAN 3'-O", EXCEPT (1) X -BRACE 15 ALWAYS REQ'D, AT RC)GE) L-BRAGIN(-q (SEF TABLE) TO BE NAILED TO GABLE END TRUSS W/ 12d NAILS �o 6" O,C, NOTE: ALL BRACING 4 BLOCKING TO BE 2x4 02 Y,P OR EOUIV, 15/32" CDX (OR 055) PLYi,000D 51DINc- NAILED W/ ad NAILS 'r 6" O,C, (3" O,C, a TOP 4 BOTTOM) (FOR SHEAR AND UPLIFT) GABLE END TRUSS (HELD DOWN 3 1/2" FOR OUTLOOKERS) SIMPSON HETA 12 @ 4a" O,(--, W/ Cl) IOd (OR EQUIV,) CONC. FILLED CONTINUOUS LINTEL L-5RACING (MAXIMUM VERTICAL HEIGHT) VERTICAL SPACING WITHOUT BRACING 2x4 L -BRACING 2x6 L -BRACING (2) 2x6 L -BRACING_ 16" ac-, 3'-8" 7'-Ol' 9'-6" 13'4" 24"O,G, 3'-3" 6'-2" a'-4" G,45 .E END TRUSS BRACING DETY41L N,T.S_ 12 4 1/2" CLC, BOARD OR 5/a" DRYWALL, PORCH BEAM: (3) 2 x 12 SYP W/ 1/2" CDX W/ SIMPSON H4 OR H5 W/ (a) ad'S w EACH TRUSS 4 SIMPSON HUC5,125/12 Q EACH END TO WALL W/ (22) 1/4" x 2" TAF'CONS 4 (a) 16d's, 6 x 6 P,T, POSTS W/ 5IMP60N P566 BASE W/ (14) 166's 4 PC66 CAP W/ (10) 16d's 4 LCE44 END CAPS W/ (24) 16d's 4" (3000 PSI) CONCRETE SLAB W/ FIBER ME51­1 REINFORCEMENT OR 6 x 6 x 10 W.W. MESH OVER 6 mil POLI' VAPOR BARRIER 4 COMPACTED GRANULAR FILL W/ POISON SOIL TREATMENT, FIBERGLASS SHINGLES PER ASTM 3161 ON 30# ROOFING FELT 4 1/2" STRUCTURAL PANELS W/ ad NAILS � 6" O,C, (4" O,C, REO'D. WITHIN 4a" OF GABLE ENDS). METAL DRIP CAP ON WOOD OR ALUM, FASCIA, ON 2 x SUB -FASCIA BOARP VENTED SOFFIT (PER SPECS) MONOLITHIC FOOTING - 20" DEEP x 12" WIDE CONC, FTG. W/ (2) - #5'5 (MIN, 12" BELOW UNDISTURBED SOIL). FULL POURED CONC, OPTIONAL STEMWALL: CELLS W/ 05'S -12" O,C, 20" x 10" CONC, FTG, W/ (2) - #5'5 (MIN, 12" BELOW UNDISTURBED SOIL). FORCH WALL SECTION_ SCALE 3/4•• - V-011 L -BRACING (MAXIMUM VERTICAL HEIGHT) VERTICAL SPACING WITHOUT BRACING 2x4 1_ -BRACING 2x6 L-15RACING (2) 2x6 L-5RAGING 16" O,C, 3'-a" 7'-Ol' 9'-6" 13'4" 24" O,C, 3'-3" 6'-2" a'-4" METAL DRIP EDGE O/ P,T. IX2 FURRING C 2 x P.T. SUB -FASCIA W/ (2) 12d w EA, CONN, 2x4 OUTLOOKER,, m 24" O,C, W/ (2) 12d INTO END AND SIMPSON H2,5 HURRICANE CLIP W/ (10) ad TO SECURE 2x4 OUTLOOKER TO GABLE END TRUSS X-5RACING TO ESE NAILED TO 2X4 5LOCKING W/ 3-12d NAILS ON EA END 1w 5' O,C, MAX ALONG GABLE END, WITHIN FIRST 2 FRAMING SPACES (X -BRACING 15 NOT REQ'D. WHEN GABLE END CLEAR HEIGHT 15 LE65 THAN 3'-O", EXCEPT (1) X -BRACT= 15 ALWAYS REQ'D, AT RIDGE) 1_ -BRACING (SEE TABLE) TO BE NAILED TO GABLE END TRU55 W/ 12d NAILS a 6" O.G, NOTE: ALL BRACING_ 4 BLOCKING TO BE 2x4 112 Y.P OR EQUIV, 15/32" CDX (OFA'. 05B) PLYWOOD SIDING NAILED W/ ad NAILS Q 6" O,C, (3" O,C, w TOP 4 BOTTOM) (FOR SHEAR AND UPLIFT) GABLE END TF;:U55 (HELD DOWN 3 1/2" FOR OUTLOOKER5) WOOD STUD WALL W/ DOUBLE TOP PLATE ( OR STRUCTURAL BEAM ), GABLE END Tf RU55 5RAC I SIO DETAIL ON WOOD STUD WALL OR 5EAM N.T.S. PRE-ENGINEERED ROOF TRUSSES (T ENDJACKS FIBERGLASS SHINGLES PER ASTM 3161 HIP ROOF TRUSSES) ON 30# ROOFING FELT 4 1/2" STRUCTURAL 12 PANELS W/ ad NAILS w 6" O,C, (4" O,C. 4 RE&D, WITHIN 4a" OF GABLE ENDS), z` = METAL DRIP CAP ON I x 2 P,T,, ON WOOD OR ALUM, FASCIA, C?N 2 x - SUB -FASCIA BOARD R-30 INSULATION (W/ AIR BAFFLING ) PERIMETER) 1/2 CLG, BOARD OR 5/8" DRYWALL. TRUSS STRAPPING: HETA20 W/(10)-lOd'6 = 1585# MAX, UPLIFT a" x a" BOND BEAM W/ (1) -#5 REBAR 4 CONC, 1/2" DRYWALL ON I x 2 P,T, FURRING W/R-3 (MIN.) INSUL, 4" (2500 PSI) CONCRETE SLAB W/ FIBER MESH REINFORCEMENT OR 6 x 6 x 10 W.W. MESH OVER — 6 mll POLY VAPOR BARRIER 4 COMPACTED GRANULAR FILL W/ POISON SOIL TREATMENT, OPTIONAL MONOLITHIC FOOTING. 20" DEEP x 16" WIDE GONG, FTC_, W/ (2) - #5'S (MIN, 12" BELOW UNDISTURBED SOIL), (31.011 VENTED SOFFIT = (MAT'L, PER SPECS) -, CV O O - - - k z c� a" x 8" PRECAST OR POWERSTEEL LINTEL W/ #5 REBAR 0 _- WINDOWS (OR DOORS) PER SPECS PRECAST CONC, SILL 3/4" TWO STAGE STUCCO ON a" x 16" CONC, BLOCK W/ CONC, CELLS W/#5 (25" MIN, OVERLAP SPLICE) W/ 10" HOOKS 5" IN FTG 4 BOND BEAM, ALL SOLID WALLS BETWEEN CONC, CELLS CONSTITUTE SHEARWALL SEGMENTS, SLAB FOR HABITABLE AREAS TO BE 6" MIN, ABOVE GRADE STEMWALL REINFORCING: CONC, CELLS W/ #5 PER PLAN FOR SLA5 Q MAX, 24 ABOVE. FIN, GRADE \X//\\j/\\(40" MAX, O,C. FOR SLAB MAX, 48 A,F,G.) Ira" x 10" CONC, FTC -c, W/ (2) - #5'5 (MIN, 12" BELOW UNDISTURBED SOIL), CMU WALL SECTION SCALE; 3/4" = C-011 EX15TING ROOF DECK r rr-—rr—rr— —ri 2 x r 15YP RIDGO I I I I I II II II II II � II II II II II II II II / Jd 0 �Lt �y f x 2 x NAILER' IJ/ 1/4"11 11 2Ic( NAILER I Xx 6" LAGS I� EACH x1 �1" LACz5 Q�WHtIIIIII +I IIIIAIII mo�1/C4"H FxisnNG 1;4d)oF TRUSS I I FISTING RO(tF TR- - . US LL31MP0N -2 W/ !2) 10d',,6HIO \eIIIfIIIII ItIIIIIII EACH RAFTER TO NAILER PERPENDICULAR ROOF ADDITION FRAMING (FOR PIC -46T' BACK TRU55ES OR NEW TRUSSES USE SAME CLIPS) N.T,S. STEEL DOWEL EPDXY GLUED W/ MIN, 5" EMBEDMENT INTO CONC, SLAB EXISTING CONC, SILB 5TEE1_ DOWEL REPAIR DETAIL II II I_I II I I NEW DONP5EAM I I 05'S W/ 10" HOOKS EPDXY GLUED I I i INTO EXISTING= k3LOCKWALL w 24" O,C, (12" TOP/50TTOM) W/4" EMSEDDMENT, II I II I LL_ I I I I EXI5TING BLOCKWALL NEW BLOCKWALL I I i NEW CONIC, CELL I �FI I I I I I .57, I I 1 I 3�OCfC TO 5LOCK DETAIL PRE-ENGINEERED ROOF i TRUSSES (-i' ENDJACKS FIBERGLASS 5HINGLE6 PER ASTM 3161 HIP ROOF TRUSSES) ON 30# ROOFING FELT 4 1/2" STRUCTURAL PANELS W/ ad NAILS 6" O,C, (4" O,C, 12 REa'D, WITHIN 40" OF SABLE ENDS), METAL' DRIP CAP ON I x 2 F',T,, ON WOOD OR ALUM. 'FASCIA, ON 2 x \\� SUB. -FA< 16,CIA BOARD 1/2" CLG, BOARD OR 5/8" DRYWALL, = TRUSS STRAPPING: `. YENT�ED SOFFIT (MAT L, PER SPECS) HETA20 W/(10)-IOd5 = 1585# UPLIFT a" x 8" BOND BEAM W/ - (1) -#5 REBAR 4 CONC, II - — GARAGE DOOR ANCHORAGE: 2 x 6 F.T. HEADER 4 JAMB BUCKS I II W/ 1/2" x 6" EXPANSION OR "J" i II a" x a" PRECAST OR ANCHOR BOLTS W/ 2" x 2" x I/a" THK, I II POWERSTEEL LINTEL; W/ WASHERS AND NUTS 24" O,C, 4 6" II #5 REBAR FROM ENDS, I II I II Q GARAGE DOOR PER SPECS II I II O II � II 4" (2500 P51) CONCRETE SLAB II 3/4" TWO STAGE STUCCO ON W/ FIBER MESH REINFORCEMENT I II a" x 16" GONG, BL (SCK W/ OR 6 x 6 x 10 W.W. MESH OVER 1 II CONC, CELLS W/#5 (25" MIN, 6 mil POLI' VAPOR BARRIER 4 I II OVERLAP SPLICE) W/ 10" COMPACTED GRANULAR FILL W/ I II HOOKS 5" IN FTC_ 4' BOND POISON SOIL TREATMENT, I II BEAM, ALL SOLID UJAL LS BETWEEN CONC, C`!: -:LLS II CONSTITUTE SHEARWAL L 2" SLOPE II SEGMENTS, Q o o —" Q T" SLAB FOR HABITABLE AREAS - c r \ c TO BE 6 MIN, A5OVE GRADE /�\�%l STEMIUALL REINFORCING: \ _ \/\\/����% ` coNc: CELLS W/ #5 PER \/ PLAN FOR SLAB w MAX, 24" AP3OV E FIN, GRADE (40" NAX, O,C. FOR SLAB - OPTIONAL MONOLITHIC \\\\\/\\\ �Q " o\/\\/ MAX, 48 A,F,C;,) FOOTING. 20" DEEP x ///` // c 16" x 10" CONC, FTG, W/ 16" WIDE CONC, FTG, W/ \\/\\//\\/// //\\// (2) - #5`s (MIN, 12" BELOW (2) - #5'S (MIN, 12" BELOW . � /. � /. �/�� � UNDISTURBED SOIL), UNDISTURBED SOIL), oft. I o-% II MAU 5CALE; 3/41 _ 11-011 0 � � I a `u I lln-1 cel I Q � K sl! � lQU 0 � a `u cel Q � K sl! � lQU z Z 1J- ,- a - > + Q- Ul a � O L4 ui o Z IL U o OL OLOL a Z z l 0 Q �} ::3 r-- M lu �l U lu - UL lu IN �0 . M I �1 DATE: 12/16/2011 This structure has been designed In accordance Lulth the SHEET 2001 FBC and FBCR with 2009 revslons and Chapt. 6 of ASCE I for 110 mph (3 5c Ciuei) wind veLoclty, EXP. ' B ', Iw= 1,0, OCG. CATs'2 INT, PR, = +/- 0.10 J' 3T DAVID NORRIS FNGIN, ER1NG 112 COLEMAND, WINTER HAVEN, FL� 3880 ��-lj ./ OF THREE (a23) Joel*FL P,E, '32156 ; C.A. R8203 t L- 2011-141