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Home My WebLink About618 Palmetto Ave (A) 13-512 GARAGEBuilding FBO 2010 EDITION Plumbing FPO 2010 EDITION APA FAO 2010 EDIT ION Life Safety FFPO 2010 EDITION Mechanical FMO 2010 EDITION Gas FGO 2010 ED IT ION F Iectrical NEO zU) 2005 EDIT ION dolum buildin�q Characteri!aticl MICHAE1 WOJIUNIAK, RE, ENGINEERED PERM1100, INC, -A /WOODIAND BOU[EVAI�11 DEIAND/ 1 PHONE: 386-734-0830 CERI NO, 26298 The projected con5truction has the following characteri5tic5: Type V-13 Oon5truction Unprotected Sprinkled N o 6ENERAL ONTRAOTOR: Maximum building height of 20' GREENS GONSTRUGTION INC. PH:356-515-5141 T iN 0 Story Open 5 torage Building EMAIL: greeneconstruction inc@hotmaiI�oom GENERAL GONTRAGTOR: KEE6AN 6REENE T Ota 15 torgeBuilding Area 150 Sq. . F t. LIGEN51E GGG1516241 Occupancy cla55ification: R II a W C'3 FT- -C Q C� W L -I --I W CD Z W W r -T- f W Q p O, U W J W 00 W J C-0aw-ingndex C) LL] U w 1cf:) ILI L m A -0 O ove r P age L o� J m A -1 E Ievat ions r. m A -2 Foundation and F loon P Ian A-3 Building Details w . a wQ cope Z ro Z O •. Q W W C34W y This project will construct a wood storage garage with <L dimensions of 30'x 26'for a total of IbO sq,uae feet. O x 7r �r a J o, o �J W ror?erty � 2- Qw Property Address: 615 Palmetto Avenue Sanford, FL 32111 Parcel Number: 25 -1q -30-5A6-0802 Legal Description: Lot 5 Block 5, TR 2, Town of Sanford PE3 1 PO 51 Wind Load Note THIS STRUCTURE HAS BEEN DE516NED U51N6 THE 2010 FLORIDA BUILDING CODE THE DE516N 15 BASED ON THE ULTIMATE WIND SPEED OF 140 MPH. THE EXP05URE CATEGORY SHALL BE EXPOSURE GALL DE516N ELEMENTS ARE 8A5ED ON CHAPTER 16 SECTION 1609. 121712012 3:33:16 PM L:\Shed Guy\618 South PalmettoVey0l.dgn SHEET No. Z 0 z U) zU) Q 0 o_ --FFT 0} _m LQ w c << a EPI z LL ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND UND. SUITEA DELAND, FL 32720 PHONE: 366-7340830 FAX: 386.734-6220 Z CER fNO. 26298 L EMAIL: epieepieny.net W C'3 FT- -C Q C� W L -I --I W CD Z W W r -T- f W Q p O, U W J W 00 W J C-0aw-ingndex C) LL] U w 1cf:) ILI L m A -0 O ove r P age L o� J m A -1 E Ievat ions r. m A -2 Foundation and F loon P Ian A-3 Building Details w . a wQ cope Z ro Z O •. Q W W C34W y This project will construct a wood storage garage with <L dimensions of 30'x 26'for a total of IbO sq,uae feet. O x 7r �r a J o, o �J W ror?erty � 2- Qw Property Address: 615 Palmetto Avenue Sanford, FL 32111 Parcel Number: 25 -1q -30-5A6-0802 Legal Description: Lot 5 Block 5, TR 2, Town of Sanford PE3 1 PO 51 Wind Load Note THIS STRUCTURE HAS BEEN DE516NED U51N6 THE 2010 FLORIDA BUILDING CODE THE DE516N 15 BASED ON THE ULTIMATE WIND SPEED OF 140 MPH. THE EXP05URE CATEGORY SHALL BE EXPOSURE GALL DE516N ELEMENTS ARE 8A5ED ON CHAPTER 16 SECTION 1609. 121712012 3:33:16 PM L:\Shed Guy\618 South PalmettoVey0l.dgn SHEET No. HARDI BOARI LAP 5IDING 4" WOOD TRIM (TYP HARDI BOAF LAP SIDING C�AKAvk VVVK r\I\INI! tV h 1— d l I LL GARAGE DOOR 50, 0" A FRONT ELEVATION �A-1 SCALE: 3/8'— P-0" o I--= ,/CAIT HARDI L30AF LAP 5IDING 30,01, REAR ELEVATION SCALE: 3/8'1=1 '-0" AGoIJhI Till A Or LIITCr TIIO AI ' 26'0" 26'0" DESIGN STATEMENT: SHEET NO, (---C SIDE ELEVATION D SIDE ELEVATION THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE 11_ 1 11 AND ASCE 7-10, INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, SCALE: 3/8 =I -0 R 1 SCALE: 3/8 = AN ULTIMATE WIND SPEED OF140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY °CI. THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY III THE COMPONENTS AND CLADDING A-1 WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 12/7/2012 3:34:22 PM L:\Shed Guy\618 South Pa1metto\e1evat1ons01.dgn z O a- Z tr `, co z c/)� Q o C� WLLJ EP Z rr ENGINEERED PERMI IS, INC. W L.0 311 SOUTH WOODLAND BIVD. Z SUI IE DELAND, FL 32720 _ PHONE: 386-734-0830 FAX: 386-734-8226 z CERT NO. 26298 EMAIL: epi@epieng.net ' 26'0" 26'0" DESIGN STATEMENT: SHEET NO, (---C SIDE ELEVATION D SIDE ELEVATION THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE 11_ 1 11 AND ASCE 7-10, INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, SCALE: 3/8 =I -0 R 1 SCALE: 3/8 = AN ULTIMATE WIND SPEED OF140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY °CI. THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY III THE COMPONENTS AND CLADDING A-1 WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 12/7/2012 3:34:22 PM L:\Shed Guy\618 South Pa1metto\e1evat1ons01.dgn L:\mea uuy\blu Bourn ralmerro pianui.agn /2/7/20/2 3:38:49 PM L:\Shed Guy\618 South Pa1metto\sect1ons0/.dqn d --r J... 1.'r I r iYIT � 2010 E01TION g FPG 2010 _► AOA FAG 2010 E01TION i Q Mechanical FMG 2010 E01TION a _ w lectrical z w NEG w 200bE01TION � � cL w oc �• w a V w J Q w 00 w � F U �- w �— p w oc = w G o m W J w �m ^m Building FBG 2010 E01TION g FPG 2010 _► AOA FAG 2010 E01TION i Q Mechanical FMG 2010 E01TION a _ w lectrical z w NEG w 200bE01TION � � cL 6ENERAL DONT TCR 6REENE 0N5TRU6TION ING. PW:586-8�8-5g41 EMAIL: greenecon5truct ion inc@hotmaiLcom 6ENERAL GONTRAGTOR: KEE6AN 6REENE LIGEN5E G6G1516241 A-0 Cogrer Page A -1 E levat ions A -2 Foundation and Floor Plan A-3 Building Details 5-c'u e T h i5 project will construct a wood Storage garage with dimen5ion5 of 30'x 26' for a total of 150 5gquae feet. Property Addre!55: 615 Palmetto Avenue Sanford, FL 32111 Parcel Number: 25 -1q -30-5A6-0502 Legal Description: Lot 5 E31ock 8, TR 2, Town of Sanford P13 1 PCS 5q Yl'l'nd Load Nota 0 z LL_ W a_ LM TH15 5TRUGTURE HAS BEEN PE51ONEO USINC2 THE 2010 FLORIOA BUILPINO GORE TWE DESIGN 15 E3A5EO ON THE ULTIMATE WIND 5PEEP OF 140 MPH. =`'; THE EXP05URE GATE60RY SHALL BE EXP05URE G. ALL. PE516N ELEMENTS APR 22 2013 ARE E3A5ED ON GHAPTER 16 SEGTION 160q. 4/19/201.3 1:48:43 PM L: AShed Guy\618 South Palmetto \A�ey01.dgn Erl ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVO. SUITE A DELANO, FL 32720 PHONE: 386-7340830 FAX. 386-734-8226 CERT NO. 26298 EMAIL: epigepieng.not SHEET N0, A-0 LU C'3 Q w Q C� w z w w U Q � � cL w oc �• w a V w J Q w 00 w � F U �- w �— p w oc = w G o m W J w �m ^m UIQ FT- Q llj EL 4:w SHEET N0, A-0 HARDI BOAR; LAP SIDING 4" WOOD TRIM (TYP HARDI BOAF LAP 5IDIN6 RIDGE VENT GARAGE DOOR A-`� FRONT ELEVATION \_ 1 ) SCALE: 3/811=11-011 vni�i�imvj- ri vw a" ✓ I I GARAGE DOOR A/_GLIAL TI/ A�IIIITC/TII�AI 261011 !C� SIDE ELEVATION �A- 1 ) SCALE: 3/811 = 1 1-011 ��>� I III �',� � �•` i,• a � i�. .. I r 1l• Nig �� A �,tl4lli. rn7 Rig: tlr�nfll� �^`1 �F"F 'I 'p@ v II u Ip t 4 VINDOW SAMPLE O ry I I HARDI BOAF LAP 5IDIN6 CHI TO 5A1 GIT njY1 r '/G'AIT • II • II rB" REAR ELEVATION 4..- I I I 1111 _ �A- I 'I, SCALE: 3/8 =1 -0 AGGLJAI TI/ AO/UITCr TID AI D SIDE ELEVAT104- SCALE: 3/811 =I 1-01 -/i"l Ji";'0/3 DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE - AND ASCE 7-1 O.INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY °CII, THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. --------- - ---- 12:06:54 PM L:\Shed Guy\618 South Pa1met10\e1evotlons02.dgn z 0 Uj a~. w ❑ } m f Q I ❑ cn 0 z d 3: 0 Uw w N 0 0 cl) N W LJ z O Q U f1^ vJ >- `0 CO � wLUm U) ItL E P-1 ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epi®epieng.net LILJ CD Q Q C -D O r lLl z cn GARAGE DOOR A-`� FRONT ELEVATION \_ 1 ) SCALE: 3/811=11-011 vni�i�imvj- ri vw a" ✓ I I GARAGE DOOR A/_GLIAL TI/ A�IIIITC/TII�AI 261011 !C� SIDE ELEVATION �A- 1 ) SCALE: 3/811 = 1 1-011 ��>� I III �',� � �•` i,• a � i�. .. I r 1l• Nig �� A �,tl4lli. rn7 Rig: tlr�nfll� �^`1 �F"F 'I 'p@ v II u Ip t 4 VINDOW SAMPLE O ry I I HARDI BOAF LAP 5IDIN6 CHI TO 5A1 GIT njY1 r '/G'AIT • II • II rB" REAR ELEVATION 4..- I I I 1111 _ �A- I 'I, SCALE: 3/8 =1 -0 AGGLJAI TI/ AO/UITCr TID AI D SIDE ELEVAT104- SCALE: 3/811 =I 1-01 -/i"l Ji";'0/3 DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE - AND ASCE 7-1 O.INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY °CII, THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. --------- - ---- 12:06:54 PM L:\Shed Guy\618 South Pa1met10\e1evotlons02.dgn z 0 Uj a~. w ❑ } m f Q I ❑ cn 0 z d 3: 0 Uw w N 0 0 cl) N W LJ z O Q U f1^ vJ >- `0 CO � wLUm U) ItL E P-1 ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epi®epieng.net LU w m z n c � z0 Qz` crw� Claw n SHEET N0. A-1 LILJ CD Q Q C -D lLl z cn W z O z LLJ r~ Q w w r LL1 co W L11 �, H— U T C-0 F— ~ uJ F- -D O w w rz = LLi a w 0 w m J � m � ^ m QWg �(1:w LU w m z n c � z0 Qz` crw� Claw n SHEET N0. A-1 EDGE OF DRIPLINE `- 41011 1011 ---------------------- ----------------------- ---- I I I I I I I - I I I I I ' I 1,4„ I I I I I I I I I I I I I I I I I I I I �I � I I I I I I I I I . I I I I I I I I , I I I I I I I I I • I I I I I I I I • I I I I I I I I , I I I I I I I I I ' I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I = I � I `9 I ry I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I J I I I I I I I I I I --------------------------------------L-------------------------------------------------- ----- --- EDGE OF DRIPLINE PROPOSE SCALE: 1/4"=1'-� TERMITE PROTECTION TREATMENT SHALL BE BY SOIL CHEMICAL BARRIER METHOD IN GONFORMANGE YNITH THE FLORIDA STATE DEPARTMENT OF HEALTH AND REHABILITATION 5ERVIGE5, PEST GONTROL RULES PER FLORIDA PEST CONTROL AGT FOR EXEGUTION OF TOXICANT APPLICATION AND WITH EPA -FEDERAL INSEGTICIDE, FUN61GIPE AND RODENTCIDE AGT. 1. A PERMANENT 5I6N INHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PEGTION AND TREATMENT GONTRAGT RENEAAL SHALL BE PROVIDED. THE 5I6N SHALL BE POSTED NEAR THE RATER HEATER OR ELEGTRIG PANEL. 2. INITIAL TREATMENT SHALL E DONE AFTER ALL EXGAVATION AND BACKFILL 15 GOMPLETE. 3. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED. 4. A GERTIFIGATE OF GOMPLIANGE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LI6EN5ED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OGGUPANGY WILL BE ISSUED. THE GERTIFIGATE OF GOMPLIANGE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN AGGORDANGE WITH THE RULES AND LAAS OF THE FLORIDA DEPARTMENT OF A6RIGULTURE AND GON5UMER SERVI6E5. 5. AFTER ALL AORK 15 GOMPLETE, L005E AOOD AND FILL MUST BE REMOVED FROM BELOA AND AITHIN UNOGGUPIED 5PAGE. TH15 IN6LUDE5 ALL GRADE 5TAKE5, TUB TRAP BOXES, FORM5, SHORING TRASH OR OTHER 6ELLUL05E GONTAININ6 MATERIAL. ESTIMATION NOTE: TOTAL CONCRETE ESTIMATED OF 150 50ARE FEET OF 16" THICK REINFORGED GONGRETE AND 630 5QUARE FEET OF 4" THICK GONGRETE. EPI ESTIMATE5 THAT 15 YARD5 OF GONGRETE SHALL BE REaUIRED TO POUR TH15 FOUNDATION. NO ALLOWANCES HAVE BEEN MADE FOR WA5TER OR 501L IMPERFEGTION5. GONTRAGTOR SHALL VERIFY QUANTITIE5 PRIOR. STAIRWAY OPENING --- 2X5 FLOOR -- 2X5 FLOOR J0I5T(TYP) J015T(TYP) 6ABLE END ---- -- -- ------------------ - -- -- ----- - 1 ------ r----------------- 0 4,0„ o � ----- Q ------ -------------------- 0 ------------- -•-- 0 (2) #5 BARS GONT'. Ld z m m I WO z�wcf) (2) #5 13AR5 GOVT: J'- — z 2',p" C� � I - =16" ,THIGKNE55 REINFOR,GED , •FO,OTER I I 'I o — 4" THIGI NES'5 GONG. --_ Q �>- I \ �w (2) #5" BARS CONT. i (2) #5 BARS GONT. w G (2) #51 BAR5' GONT. <Y I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I = I � I `9 I ry I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I J I I I I I I I I I I --------------------------------------L-------------------------------------------------- ----- --- EDGE OF DRIPLINE PROPOSE SCALE: 1/4"=1'-� TERMITE PROTECTION TREATMENT SHALL BE BY SOIL CHEMICAL BARRIER METHOD IN GONFORMANGE YNITH THE FLORIDA STATE DEPARTMENT OF HEALTH AND REHABILITATION 5ERVIGE5, PEST GONTROL RULES PER FLORIDA PEST CONTROL AGT FOR EXEGUTION OF TOXICANT APPLICATION AND WITH EPA -FEDERAL INSEGTICIDE, FUN61GIPE AND RODENTCIDE AGT. 1. A PERMANENT 5I6N INHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PEGTION AND TREATMENT GONTRAGT RENEAAL SHALL BE PROVIDED. THE 5I6N SHALL BE POSTED NEAR THE RATER HEATER OR ELEGTRIG PANEL. 2. INITIAL TREATMENT SHALL E DONE AFTER ALL EXGAVATION AND BACKFILL 15 GOMPLETE. 3. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED. 4. A GERTIFIGATE OF GOMPLIANGE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LI6EN5ED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OGGUPANGY WILL BE ISSUED. THE GERTIFIGATE OF GOMPLIANGE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN AGGORDANGE WITH THE RULES AND LAAS OF THE FLORIDA DEPARTMENT OF A6RIGULTURE AND GON5UMER SERVI6E5. 5. AFTER ALL AORK 15 GOMPLETE, L005E AOOD AND FILL MUST BE REMOVED FROM BELOA AND AITHIN UNOGGUPIED 5PAGE. TH15 IN6LUDE5 ALL GRADE 5TAKE5, TUB TRAP BOXES, FORM5, SHORING TRASH OR OTHER 6ELLUL05E GONTAININ6 MATERIAL. ESTIMATION NOTE: TOTAL CONCRETE ESTIMATED OF 150 50ARE FEET OF 16" THICK REINFORGED GONGRETE AND 630 5QUARE FEET OF 4" THICK GONGRETE. EPI ESTIMATE5 THAT 15 YARD5 OF GONGRETE SHALL BE REaUIRED TO POUR TH15 FOUNDATION. NO ALLOWANCES HAVE BEEN MADE FOR WA5TER OR 501L IMPERFEGTION5. GONTRAGTOR SHALL VERIFY QUANTITIE5 PRIOR. STAIRWAY OPENING --- 2X5 FLOOR -- 2X5 FLOOR J0I5T(TYP) J015T(TYP) 6ABLE END ---- -- -- ------------------ - -- -- ----- - 1 ------ r----------------- 0 4,0„ o � ----- Q ------ -------------------- 0 ------------- -•-- -------------------------- 0 0 Ld z m m z�wcf) D00 i z I 1.75"X16" DBLLVL - 4X4 PT OR 5Y r5UFFORTGIRDER P05T I C� 1 J J o -------------------------- V z 0 �-m Ld z m m z�wcf) �P: Wa z CA z C� Q J o Q —1 Q �>- ❑a Wo oz z1 �w L i w G WLu�T 0 <Y w Uj U w �J _0 o EPI z cc LL.I ENGINEERED PERMI IS, INC. LLJ 311 SOUTH WOODLAND BIVD. SUITEA _ DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-7348226 Z CERT NO, k98 W EMAIL: epi0epieripet EIL U D CD V z a -U0 �-m Ld z m m z�wcf) �P: Wa w CA z C� Q J o Q —1 Q �>- ❑a Wo oz z1 �w G � w G WLu�T 0 <Y w z �J _0 o EPI z cc LL.I ENGINEERED PERMI IS, INC. LLJ 311 SOUTH WOODLAND BIVD. SUITEA _ DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-7348226 Z CERT NO, k98 W EMAIL: epi0epieripet DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "CII, THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 4//9/20/3 /:4.5:24 PM L: \Ghed Guy\618 ;ouch Palrnerlo \pkan0l.dgn SHEET N0, w Ld z m m z w C� Q J o w �w G � w G z w z �J _0 o O LL.I G s�J w Q CD z di o U D CD w Lu CID LI ! 0 u o w J m F— Ud m CE Lo a m U , IL n-ciw SHEET N0, Ld z m m z -1 O � � m zo.. < �w w w C �J _0 o LL.I s�J Uw¢ SHEET N0, 1/16" 055 ROOF 5HEATHIN6 FASTENED W/ 12D RING SHANK NAILS 4" OG ALONG EDGE S" OG FIELD SIMPSON 5TRON6 TIE MT512 TW15T STRAP PAGE 159 ON EACH TRU55 30 YEAR ASPHALT SHINGLES TO MATCH EX15T HOME OVER 151t UNDERLAYMENT 12 4 PRE-ENGINEERED 5G1550R /� TRU55E5 2.25 -------------------------------- - `-_____- �- - ------------- - - --------- ------ - - ---0PENIN6 FOR DOOR / -� 12 ---_-- -_-_-- -- -------------- 2X4 WALL 24" OG W/ 1/2" 055 - — 1/2" WALL BOARD 1. ,fl 51DIN6 FASTEN W/ 100 NAIL5 FASTEN W/ 1-5/8" SGREW5 6" OG EDGE AND FIELD 6" OG FIELD AND ED6E 1'4 \ 2x8 5YP FLOOR J015T HAN6F W/ 51MP50N STRONG TIE �\ J015T HANGER- -- 3/4" PLYWOOD DECKING FASTEN W/ 120 NAILS j 5" OG FIELD AND EDGE 4' J� ALUMINUM JENTEP 2. all STAIRS THRFA05 TO BE 11" AND R15ER5 MUST BE NO MORE THAN 1" AND NO MORE THAN 3/8" DIFFERENCE 15 ALL RI5ERS \ NO OPEN BAGK5 ALLOWED — '- 11"` (4) 2X12 5YP 2X4 PT BOTTOM PLATE - 5TAIR 5TRINGER5 FASTEN TO FOOTING W/ 112"X 6" WEDGE ANGHOR5 o 1'4" 5 0 F F I T 2) 16" LVL SEAM �HROUGH BOLT HANDRAIL v POST, STAIR R15ER ALL THE � I�NAY THROUGH W/ (2) 1/2"X12" GP�KRIAGE 50LT5 2x8 5YP---'�--�- FLOOR J015T _ (2 ) FAS W/ PAC 5GF 51MP50N 5TRONG TIE G516 (COIL STRAP GUT TO 28" LEN6TH5) USE 10D NAILS TO FASTEN PAGE 151 A SECTION D -3i SCALE 1-011 ETAIL 8'3" -- GOMPAGTFD TERMITE TREATED 501L SIMP50N STRONG TIE MT512 TW15T 5TRAP PAGE 159 ON EACH TRU55 ,,: -METAL DRIP EDGE ---1X6 PT FACIA BOARD —ALUMINUM VENTED - SOFFIT - HARDI BOARD 51DIN6 OVER 1/16"056 GOVERED .W/ TYVEK HOME WRAP 2X4 PT BOTTOM PLATE FASTEN TO FOOTING W/ 112"X 6" WEDGE AN6HOR5 r-VUNVAI IVN NLAIN 2'0" 1'4" 1'4" SECTION DETAIL -3 SCALE: 3/811=11-011 ALL STUD ?4" OG (TYP) MP50N 5TRON6 TIE 516 (COIL STRAP GUT TO 5" LENGTH5) U5F 101) NAILS FASTEN PAGE 151 3L 2X4 TOP PLATE 2x4 8'WALL 5TUD EVERY 24" OG (TYP) PT BOTTOM PLATE EN TO FOOTIND W/ 6" WEDDF ANGHOR5 f '✓ DBL 2X12 HEADER W/ 1/2" PLYWOOD PLATE NAILED AND GLUED W/ (3) 12D NAILS EVERY i i \I C `, SECTION DETAIL SCALP. 3/8".-=I'�0" D_� SECTIu- �A�J3 SCALE: 3/8'I = z IC— G uj n 1 0 1 mI�I 0 z EERED FLOOR Lij w z_ z w DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF] 40 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +3408 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, ENGINEERED PERMffS, INC. 311 SOUTH WOODLAND UND SUITE A DELAND, FL 32720 A IONS: 386-734-0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epigepieng.net I ��y-• LL_ J z Q w w � o Lu ` c� d � O � w m 0— LL1 00 J QCD CD w w n Ill m w � m m m U o, Qw{ a_gw LLi t n c LL G Q m LIJ c _� <r Q) Iy w ui n: f d, Z m J' S [fl> Uuar G it SHEET N0. A-3 — 4//.9/20/3 2:08:45 PNl - L:\Shed Guy\518 South Pa11netto\sectlons02.dgn i I SANFORD F}UILDING DEPT. EVIEWED AND COC S ALJ -8r THESE PLANS ARE LY R F ERMWrrk 1 ACCEPTED PER LICENSE TO 'S- -OR, PROCEED LATE cc) J -TRUED TO 6 AUThlOf21'fY TO NOT AS ASIDE ANY OF 'Pt1E THE WORK AND SE r 1,1r)R SHAk_k_. CMICEL, ALTER, OR rINICALCUGE UILC�1(d�3 PROVISIONS OF THE. TE VEhIT THE k3 rr OF A PERPr11T PRE UIRINr A V,0KfZ5;G- 155 .r R CONSTitk�1C:CI�1P PEP"f FR RROFtC ONFTHE PLANS. -(10N OF 710ND 5 OF -rHE COES. OR OTHER VIOLA Building FBG 2010 EPITION r 2010 APA FAG 2010 EPITION Life Safety FFPG 2010 EPITION Mechanical FMG 2010 EPITION 6 a • I EPITION lectrical NEG 2005 PERMIT # G h a racteri5ti'05 gANt URp'aVILwAr- 05. P I a ND CONDITIONA F{EVIE�ASE.�i �' r�:ULr gh1ALk^ c F'I All AF2E LICENSE T< `Zr'r_\FQLATE, WOJIUNIAK, 1PE, Th1E��ytf;Ur Jf^t r'ERNIIT•A�E 1� W1Tk•� rr=[_F t1E A rHL''•' of TN rle) I.Z. � 5GT A I:JF'.StlAl1- DmG UECNNICA .1�RPGG- G { F rhe GRMI r F'FI uc:rtt?c� PERM11S, INC, 311 -A SOUIH WOODIAND BOUIEVARD URCl7hlitVl �[ 32720 DEIAND, PHONE, 386-734- - 1 CERI .26298 NO, A -0 O ove r Page A-1 E legations A -2 Foundation and A-3 .wilding Details • I" This project will construct a wood storage garage with dimensions of 30'x 26' for a total of 1bO sq,uae feet. Pro-pertq Informatiorn The projected construction has the following characteristics: Property Address: 618 Palmetto Avenue 5anford, FL 32111 Type V-5 Construction Unprotected 5 prinkled No Maximum building height of 20' TWO Story Open Storage Building T ota 15 tore Building Area l a 0 Occupancy classification: R Parcel Number: 25-1q-30-5AG-0802 rM GENERAL ONTRA�TOR:Legal Description: Lot 5 Block b, TR 2, Town of 5anford PB 1 P6 59 6REENE GONSTRUGTION ING. PH:356-Sib-5141 EMAIL: greeneoonStruction inc@hotmaiLoom GENERAL GONTRAGTOR: KEE6AN 6REENE Sq. fit• LIGENSE 6OC1516241 Wind TH15 STRUGTURE HA5 BEEN DE51ONED U51N6 THE 2010 FLORIDA BUILDING CODE THE DE51ON 15 BASED ON THE ULTIMATE WIND SPEED OF 140 MPH. THE EXP05URE GATE60RY SHALL BE EXPOSURE G. ALL DE51ON ELEMENTS ARE BASED ON CHAPTER 16 SECTION 1609. 12/7/2012 3:33:16 PM L:\Shed Guy\\618 South PalmettoVey0l.dgn W W Ap W ft H HARDI BOAR! LAP SIDING 4" WOOD TRIM (TYP d 111/C ,/C AIT HARDI BOAF LAP 51DIN6 C�NKHbC VVVK 30'0" FRONT ELEVATION SCALE: 3/811=1 1-011 GARAGE DOORJ� J �� HARDI BOAF LAP 51DING 50' 01, REAR ELEVATION SCALE: 3/811=11-011 A 1-1AI TI/ AO/LJITC/TIIO AI II o zLL zuiCc z z � o In 12 w 1 o `m LLJ ww �0� ® — z ENGINEERED PERMITS, INC. am Lj_.I 311 SOUTH WOODLAND HIND. SUITE A DELAND,FL32720 _ r 0 PHONE: 386-734-0830 HARDI BOAF LAP 51DING 50' 01, REAR ELEVATION SCALE: 3/811=11-011 A 1-1AI TI/ AO/LJITC/TIIO AI II o zLL zuiCc z (J)o � o In `m ww �0� ® — z ENGINEERED PERMITS, INC. W Lj_.I 311 SOUTH WOODLAND HIND. SUITE A DELAND,FL32720 _ r 0 PHONE: 386-734-0830 FAX: a86-734-8226 CERT N0.26288 W EMAIL: epigepVig.net LU C]C Q CD w' w G CD w� r w J t1 c w J ♦- co I -- U � w �— � w Q w w = r) Ili n L U a/ W I— U m UIQ �o Qw� CL a; w I w n. w' G mac` W rr M �o ': rn Z O •. < rr C7�iw LLl i X w 2 c' D D -� p ro C� Z, ry a � Jrn•� W s 0 L �a;w I, 261011 26'0" DESIGN STATEMENT; SHEET NO. rC- SIDE ELEVATION D SIDE ELEVATION THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-10.INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. SCALE; 3/811=11-011 A- SCALE; 3/8'1-1-011 AN ULTIMATE WIND SPEED OF] 40 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C" THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY IL THE COMPONENTS AND CLADDING A-1 WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 12/7/2012 3:34:22 PM L:\Shed Guy\618 South Palmetto \elevatlons0l.dgn IL'IfILUIL J:J/:LJ i'M L:\7/1e0 UUyu723 JUU1/I l UIIIIUIIU {�IUIIVI.U�III /2/7/20/2 3:38:49 PM L:\Shed Guy\618 .South Pa1metto\sect1ons0/.dgn