The URL can be used to link to this page

Home My WebLink AboutBIN A-5 PERMIT 3662 1,1 ENGINEER/S NOTES: ALL wORK TO BE COMPLETED ACCORDING TO THE 2001 EDITION FLORIDA BUILDING CODE 1. 2, 3, 4, 5, wIND DESIGN SPEED 110 MPH (3 see gust) I THE wIND IMPORT ANCE F ACTOR IS 1.0 FOR RESIDENTIAL HOME THE wIND EXPOSURE FOR BUILDING IS CA TEGORY IIBII THE APPLICABLE INTERNAL PRESSURE COEFFICIENT = +,18/-,18 THE DESIGN wIND PRESSURE COMPONENTS ~ CLADDING (ROOF) ZONE 1 ZONE 2 @ 10 SQFT +12,5/-19,9 @ @ 20 SQFT +11.4 /-19,4 @ @ 50 SQFT +10,0 /-18,6 @ @ 100 SQFT +10,0 /-18,1 @ 10 SQFT 20 SQFT 50 SQFT 100 SQFl +12,5/-42,1 +11.4/-38,2 +10,0/-33 +10,0/-29,1 ALL ROOF CLADDING PRODUCTS ARE THE RESPONSIBILITY OF THE MANUFACTURER, THE ROOF CLADDING MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF COMPONENTS PROVIDED, ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN, CONTRACTOR) AS PROJECT CORDINATOR) SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE ROOFING MATERIAL IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT ~ILL ~ITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS, ..,....~~~~" ALL PRE-ENGINEERED ~ooD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTUERER, TRUSS MANUFACTURER SHALL HAVE THE AUTHORIT'r"'~--' TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABLITY OR ECONOMICS, CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD) MUST BE APPROVED BY THE ENGINEER OF RECORD, THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA, TRUSSED TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS, TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHER~ISE) OR MORE STINCJENT CODE REQUIREMENTS APPL y, TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS CONNECTIONS, ALL COMPONENTS TO BE DESIGNED ~[lR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS, ;;"{..'1" 6 , THE DES I G N wIN D PRE S SUR E CO iv1 P 0 N E N T S ~ r LAD DIN G ( w A L 1_ S ) ZONE 4 Zl JNE 5 @ 10 SQFT +21.8 /-23,6 @ 10 S 1FT +21.8/-29,1 @ 20 SQFT +20,8/-22,6 @ 20 S!lFT +20,8/-27,c @ 50 SQFT +19,5 /-21.3 @ 50 SI 'I=-T +19,5/-24,6 @ 100 SQFT+18,5/-20,4 @ 100 ~. )FT+18,5 /-22,6 THE ATTACHMtNT OF ASPHAL T SHINGLES ON THIS PRODUCT MUST BE IN COMPLIANCE WITH ASTM D3161 (MODIFIED TO 1l0MPH) DR M-DC PA 107-95, TIMBER MA fERIALS: ALL TIMBERS M/'\ fERIALS SHALL BE AS FoLLo~S: LUMBER UTILIZED IN BOTTOM PLATE) TOP PLATES) POST) STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (OR BETTER), EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER), ALL OTHER STUDS SHALL BE HSTUD GRADEH SPRUCE SPACE 16" O,C" ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4/-08 AND NAILED 4" O,c' W/ 12d COMMON NAILS, EXTERIOR ~ALLS SHALL BE CONSTRUCTED ~ITH 1/2/1 PL Y~OOD DR 7/16H O,S,B, (2-M-~ RATING) NAILED ~ITH 8d NAILS SPACED AT 3" O,C, ALONG ALL HORIZONTAL JOINTS AND EDGES, 68 O,C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12" O,C, ALONG ALL INTERMEDIATE STUDS, ALL OPENINGS 5'-0" ~IDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS ~ITH SIMPSON LSTA24 STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION ~ITH SIMPSON HTT16 TENSION TIE, INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE DR BETTER ~ITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE ~ITH STUDS SPACED MAXIMUM 24/1 O,C, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE) WITH WALLS AT GARAGE TO HAVE MIN R-ll INSULATION, ANCHOR ~oOD SHEAR ~ALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20B TENSION TIE AT EACH END OF ~ALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION (BUILDING CORNERS), ANCHOR TRUSS WOOD BEARING LOCATIONS AS FOLLOWS: ROOF UPLIFTS OF 905# AND LESS USE (D SIMPSON H10 HURRICANE TIE ROOF UPLIFTS OF 1450# AND 905# (D SIMPSON HTS20 T~IST STRAP, GENERAL NOTES: WINDO~ AND DOOR MANUF ACTURERS TO PROVJ DE CERTIFICA TIUN/RA TING THA T THEIR ~INDU./S AND DOORS ~ILL WITHSTAND THE PRESSURE RESUL TING r-ROM THE SPECIFIED DESIGN COMPONENTS AND I_ADDING ~IND PRE S SUR E AND PRO V IDE INS TAL L A T ION IN FOR MAT ION WIT H THE I R PRO D U C : ';, CONTRACTOR TO INSTALL ~INDOWS AND DOORS ACCORDING TU INSTRUCTIDr~ SUPPLIED BY MFGR AND HAVE MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF Jf ,SPECTION FOR REVIEW BY THE BUILDING INSPECTOR, ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACCf1f(DING TO THE FASTENERS SCHEDULE AND MANUFACTURERS SPECIFICATIONS. IF DESIRED; EQUAL VEN; CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN, DESIGN NOTES: ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE WITH FLORIDA B1'ILDING CODE) OSHA, AISC) AWS D 1.1 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMP' Y WITH THE 2001 FLORIDA BUILDING CODE, BUILDING BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED ~ITH MATERIALS EQUAL DR EXCEEDING ORIGINAL RATINGS, TRUSSES: JOB NOTES: IF THE CONTRACTOR) TRUSS MANUFACTURER DR ANY OTHER DESIGN PROFESSIONAL RE VISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHO~N ON THESE PLANS) THE ENGINEER OF SIGNATURE IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, UP LIFT CONNECTIONS FOR MASONRY WALLS ROOF UPLIFTS OF 1890# AND LESS USE (1) SIMPSON HETA24 ~ITH (16) 10d X 1 1/211 NAILS ROOF UPLIFTS OF 2310# AND LESS USE (D SIMPSON HHETA24 'WITH (2D 10d X 1 1/21/ NAILS ROOF UPLIFTS OF 3965# AND LESS USE (1) SIMPSON MGT WITH (22) 10d X 1 1/28 NAILS TO GIRDER AND 5/8H ANCHOR BOL T IN CONCRETE ROOF UPLIFTS OF 10980# AND LESS USE (1) SIMPSON HGT-2 WITH (8) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4" ANCHOR BOL T IN CONCRETE (2 PL Y GIRDERS) ROOF UPLIFTS OF 10530# AND LESS USE (D SIMPSON HGT-3 WITH (8) 10d X 1 1/28 NAILS TO GIRDER AND (2) 3/48 ANCHOR BoL T IN CONCRETE (3 PL Y GIRDERS) ROOF UPLIFTS OF 9250# AND LESS USE (1) SIMPSON HGT-4 WITH (6) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4" ANCHOR BOL T IN CONCRETE (4 PL Y GIRDERS) 1) ADD NEW FRONT PORCH 2) REMOVE (3) FRONT ~INDO~S ON EXISTING STRUCTURE AND INSTALL NEW FRONT DOOR LOCATION 3) ADD NE'W BATHROOM OFF EXISTING BEDROOM STRUCTURAL SHEATHING AT ROOF: 15/3211 CDX SHEATHING SHALL BE NAILED W/ 8d NAILS @ 611 O,C, DRAFTSTOPPING: ~ . LCOVPLY\V1TI-lALL ALL V, ORK ~HAL . I m T'\C\C "GCODr.S Fl..ORlDABULL-J-.' ~ pRE\' AlLr;~ '- . ODE \..'\' , O~AL ELEClRlC C I J CODl:,:--I1\ T1 j S ORDlNAJ'\CES cn'Y OFZEPHYlUULL j IN SINGLE FAMIL Y DWELLINS) DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMING MENBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO DR MORE APPROXIMATED AREAS WITH NO AREA GREA TER THAN 500 SQ, FT, STRUCTURAL PANELS NOTE: 1/2" PL YWOOD DR OSB STRUCTURAL PANELS SHALL ROWS OF 10d NAILS @38 O,C, @BOTH MEMBERS OF DBL TOP PLATE AND DBL RO~ 10d @T' O.C, @ PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" O,C, NOTE: ~HERE WINDOWS DR DOORS INTERRUPT THE WOOD STRUCTURAL SHEATHING OPENINGS USE SIMPSON DSP AT ALL CONNECTIONS OF STUDS TO TOP PLATE ~ (SIMPSON DSP RATED 825# UPLIFT) f...:" '3f '/, .~.' ~ ; .i t: .__~.J 2.."'. .'i:- 0 ~.:- - .' /;) f\!i' :::-.,;S O~i-'T ,\PFP.Oil:.D -.",. Q ~ ~\(,q D EXTERIOR OPENINGS: IT WILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE WINDOWS AND DOORS ARE INSTALLED AS PER THE MANUFACTURERS ENGINEERED DRAWINGS AND THAT A COPY OF SAID DRA~INGS ARE ON THE JOBSITE AT THE TIME OF ALL INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT UT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CO STRUCTION, Do, vid w, SMith) P,E, ENGINEER LICENCE ~53608 I~OBER1~ I-IARrrWIG 39038 9TH AVE RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 J> ':i,'.SMI'-rlI~ P.E. ENGINEER NOTES SHEET OF " "-~S[ONAL ENGINE[R !l~U~SE NUMBER 53608 D NO ES 1 OF 7 PNOU'( /> ENGINEERINC CONSULTANT STANDAR T gSiCr)' ^'~~ DRIVE-Di\ .~.; YY, FLORIDA 33525 ~CALE,,, DATE JOB NO, PH~~:: FAX 352-521 ," '.'11'<] L: zephyr27@gte, net 1 /4 = 1 - 0 1 8 N OV 2004 . DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P,E, I hereby certify tho. t I ho' ve reviewed this plo'n o'nd found it to be in cOMplio'nce with section 1606 of the Florido' Building Code) 2001 edition) .. -1 \~ I' ~, ~'~T / ,_I ^ f)~ ~~ "( ~}-~~~f'.\S ~ ~f'1 S ...., e:- pr7 I , /,-,,- '{I 1) 1..:- ~ ;llV...... 7 .... , If (;;f' > 'U\)~\\. ~ \ -(tl 'f~ rv\V' 1n~);.. Z. -- 16 fz-Y~ 11 f( c 00h-. \' r- J /'l'"'" 0 ('t A \ U",{ . l' ")SIV DOOR OPENING il(tr~ \ / \~ [lO BATH .. .--< .. I I"- .. I co 8'- 81 -1 ' ~~ 8'-1 ' '" l"- I .. i ~ I~ SP 8' .. i,k I~~ 7'...6H- I' \b: \ / 4X4 PT WOOD POST W / 12;" ROUND X 54" DEEP-- CONCRETE AROUND POST (~YP) ! .. I..D I REMOVE EXI$TING WINDOWS REPLACE WI 3068 EXT. DOOR NEW COVERED PORCH J 1 16'-8H 16'-8H ])OS71 LOCAT1IONS FLOOR PLAN FLOOR JOIST @ 1 6", O.C. [lO II .. 2X6 )PT (TYP 2X8 PT (TYP) .. l"- I 8'-2" J _1 8/-2H-1 .. i: II 13" .. .. I 2" -.. 2" VRT PERIMETER BEAM 4X4 PT POST ! (TYP) ________ 5/8" THRU BOLTS W/ W1,SHERS & NUTS (2) I.. (TY P ) 8' 8' J 1 SIMPSON LUS26 @ EACH FLOOR JOIST EACH END (TY P ) C.O. TO EXISTING SEWER 16'-8" 16'-8" F'LOOR JOIST PLAN PLUMBING LAYOUT1 PLUMBING: ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR, IN ACCORDANCE ~ITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE) PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON AR BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, I hereby certify tho -t I ho. ve reviewed this plan o.nd found it -to be in cOMpliance with section 1606 of the Florido. Building Code) 2001 edition) J \\ \'V1kl ROBER1' I-IAI~1"VIG 39038 9TH AVE RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 I) . 1'\\' . S M I 'T' I-I , P . E . FLOOR PLAN SHEET OF rUJI;' r::SSIONAL ENGINEER !_!CO~SE NUMBER 53608 2 OF 7 ENGINEERING CONSULTANT STANDARD NOTES 990C) ..1\ - N DRIVE-DAD[ jTY, FLORIDA 33525 ~CALE,,, DA E JOB NO, PH[)I'i[~, FAX: 352-521-086;" [-MAIL: zephyr27@gte,net 1/4 ==1 -0 18 NOV 2004 DESIGN/DRAWN CHECKED R. GOLLHARDT D,W.SMITH.P.E, Do. via w, SMith) P,E, ENGINEER LICENCE ~53608 II ~ I' I , f~ , , ~, " 1 I~ 16'-8' J 1 ~ " t J 1 . 2' -- · 16'-8' E' LE1CiT1RICiAl~ LA YOUT1 TRUSiSi LAYOUT SYMBOL DESCRIpTION TIE INTO EXISTING AIC DUCTWORK $ t~ S'w'ITCH 3 'w'AY S'w'ITCH 4 'w'AY S'w'ITCH (1GFI (1 ~ 110 V RECEPTICLE GROUND FAUL T PROTECTED 110 V RECEPTICLE 220 V RECEPTICLE I) ( I ,,~ ~" . CHAIN HUNG FLOURESCENT FIXTURE ~ I' I CEILING FAN /LIGHT " 1 14 r--b ,.......'---'" w' LIGHT FIXTURE EXH FAN ~::' ~~: ~ :-' . If r-, I I <"--~'~"'~'-J ?I"...~_- /' /1\ \ <VI \) FAN W!L s0n SMOKE /FIRE DETECTOR/ALARM REMOVE EXISTING WINDOWS PREPLACE wi 3668 EXT. DOOR NEW COVERED PORCH J 1 SP 8' ELECTRIC NOTES: IN ACCORDANCE ~ITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE) ELECTRICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS) KITCHENS) AND EXTERIOR AREAS ABOVE COUNTER HEIGHTS AND WITHIN 6/-0" OF SINKS SHALL BE GFI. (GROUND FAUL T INTERRUPTER) 16)-8" HV AC PLAN IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATION CODE) HVAC SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRA~N HEREON ARE BASED UPON THE HoMEO~NERS/CONTRACTORS REQUIREMENTS. Do. vid W, SMith) P,E, PLANS STANDARD NOTES SHEET OF ENGINEER LICENCE ij53608 ROBERrr I-IAr~TWIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 l), "\V .. SMIr-I'}-I" P. E. f"U]!;' JiTSSIONAL ENGINEER LICU~SE NUMBER 53608 PROfFrr ENGINEERINe CONSULTANT 99(JC:;1 N DRIVE-DADE: CITY) FLORIDA 33525 ~CALE,,, DATE PHlJl~; FAX: 352-521-086! f,-NAIL: zephyr27@gte,net 1/4 =1 -0 18 NOV 2004 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH'p.E. RICK GOLLHARDT DRAFTSMAN I hereby certify thQt I h()ve reviewed this pl()n ()nd found it to be in cOMplio.nce with section 1606 of the Florida- Building Code) 2001 edition) 3 OF 7 JOB NO, ,., .-< .-< I .. (\J ~ wINDOw SCHEDULE SLIDING GLASS DOOR SCHEDULE ,. (\J I SIZE CODE 12 13 14 15 16 32/2 33/2 34/2 35/2 36/2 22 23 24 2WE 25 26 32 33 34 3~E 35 36 WINDO~ MASONRY RO, SIZE 19 7/88 X 2611 19 7/88 X 38 3/8" 19 7/811 X 50 5/8H 19 7/8' X 63" 197/8' X 7211 27 114' X 26" 27 1/48 X 38 3/8" 27 1/4' X 50 5/8H 27 1/48 X 6311 27 1148 X 7211 37 314/1 X 268 37 3/4/1 X 38 3/8' 37 3/4" X 50 5/8" 37 3/411 X 56 1/4" 37 3/411 X 638 37 3/411 X 728 53 7/811 X 268 53 7/8" X 38 3/8# 53 7/8" X 50 5/8" 53 7/8" X 56 1/4" 53 7/8v X 638 53 7/8" X 728 1/2 ~IDE 2 WIDE 3 ~IDE DBL 2 ~IDE DBL 3 WIDE 27 1/4" X 13 5/88 37 1/411 X 18 7/88 53 7/88 X 26 15/168 75 11211 X 37 3/411 107 3/4' X 53 7/811 5/0X6/8 6/0X6/8 8/0X6/8 9/0X6/8 10,OX6/8 12/0X6/8 16/0X6/8 6011 X 8011 7211 X 80,1 9611 X 8011 108' X 8011 120' X 8011 144/1 X 808 192/1 X 808 I II III I I1lJ II II IJ IJ I 11I11 II II II T IIII II II II IIII 1111 II IIIII I I II I III I I II II IT I III I 111111 II 11'11 I IIII II II I II I 'II I II I II III: I If II I /, " I, " " " II I T I1I1 I II I1III1 IIIII1 II 111 1111 11II1I II I Iii 1 II I I I II II1I I I I FXISTING OP EN - . . . . =0 - bL, ABOVE IS UNIT SIZE, ADD 1 3/48 TO WIDTH AND 1/1 TO HEIGHT FOR MASONRY R,o, AND MINIMUM 1/411 TO ~IDTH AND 1/48 TO HEIGHT FOR FRAME CONSTRUCTION OPEN HALF CIRCLE wINDOwS WOOD FRAM R,O, OPENING DEDUCT 1 1/4' FROM WIDTH 1/2' FROM HEIGHT MULL BARS FOR MOST LOW WIND AREAS ADD I' PER MULL BAR TO ROUGH OPENINGS FOR SPECIAL HIGH ~INDS LOAD AREAS MULL BAR SIZE MAY VARY, BE SURE TO CHECK WITH ~INDOW MANUFACTURER BEFORE CONSTRUCTION BEGINS. ADD ABOVE TO HEIGHT OF WINDOW PLUS MULL, SEE YOUR MANUFACTURER FOR EXACT MULL THICKNESS THAT ~ILL BE USED FOR YOUR OPENING PLUS ALLO~ FOR FRAMING ABOVE ~ITH A MAXIMUM 1/48 SHIM SPACE FROM THE WOOD FRAMING TO THE FRME OF THE WINDO~ ~ ~\ ~ ~ ~ o ~ ,~ ~ ~~ ~ ~ K~~\&~~~~~~~%~~~\%~~\ RIGHll ElLEVATION I I LEFlT1 E'LEV A TlION NOTE: ACTUAL R,O, DPEINGS SIZES MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS, ALL FASTENERS TO wOOD OR BLOCK MUST PENETRATE FRAME OF wINDOw AND IN TO THE wALL MINIMUM 1 1/411, EXTERIOR DOOR SCHEDULE INTERIOR DOOR SCHEDULE MASONRY R,O, 33 5/8/1 X 83' 35 5/811 X 8311 39 518/1 X 83" 64 9/16' X 8311 68 91168 X 8T' 79 91168 X 8311 32 518/1 X 838 35 5/8/1 X 83" 39 5/88 X 83' 64 9/168 X 83" 68 9/16,1 X 8T' 79 91168 X 83H 13 9/16" WIDE SAME HEIGHT AS DOOR UNIT 15 9/16" ~IDE SAME HEIGHT AS DOOR UNIT ---~ ADD SIDELIGHT MEASUREMENT PLUS 1/4" TO DOOR UNIT SIZE TO ACHIEVE R.D. SIZE 1/4X6/8 1/6X6/8 1/8X6/8 2/0X6/8 2/6X6/8 2/8X6/8 3/0X6/8 4/0X6/8 4/8X6/8 5/0X6/8 5/4X6/8 6/0X6/8 R,O, 188 X 81 1/28 208 X 81 1/2" 22' X 81 1/2" 26' X 81 1/2" 30') X 81 1/2" 328 X 81 1/211 3411 X 81 1/2" 398 X 81 1/2" 51" X 811/2' 63" X 81 1/211 67' X 811/2" 75' X 81 1/2" EXISTING SIZE 2/6X6/8 liS 2/8X6/8 liS 3/0X6/8 liS 5/0X6/8 liS 5/4X6/8 liS 6/0X6/8 liS 2/6X6/8 OIS 2/8X6/8 OIS 3/0X6/8 OIS 5/0X6/8 OIS 5/4X6/8 OIS 6/0X6/8 OIS 128X 6/8 SIDELIGHT EXISTING ,., (\J I .. .-< OJ E9 ,. .-< .-< I .. (\J ,..,..... ,. o,fl I .. (\J ~ ,., r--- I ,., (\J I CJ 148X 6/8 SIDELIGHT ~~~'ltfCflll" t!&1 '.I_~~ -\\~\t~~~\%l~~~~It~~~.~fA~~~~" . /. v, .\\ /(~~~\\/\\\<\0~)y)\~~~~~~~\\y\\/" v' ALL OPENINGS ALLOW FOR 3/4" BUCK ON EACH SIDE OF DOORS ~ITH 1/4" SHIM EACH SIDE AND 3/4' AT TOP WITH 1/41) SHIM, THESE OPENINGS HA VE TO BE EXACT AND PLUMB TO MEET FLORIDA BUILDING CODE 2001 SPECIFICA TIONS FOR ~OOD FRAME OPENINGS DEDUCT 1 1/2H FROM WIDTH AND 3/4" FROM HEIGHTS filRONT E1LElV A T1ION I hereby certify tho. t I h0 ve reviewed this pl0n 0nd found i-t -to be in cOMpli0nce with section 1606 of -the Florid0 Building Code) 2001 edition) JOB NO, D0 via w, SMith) P,E, r~OBER1' IIARTWIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 I) , '1,\" . S M I 'T' JE-I , P . E . ru!~..' E:SSIDNAL ENGINEt:R !CENSE NUMBER 53608 PROf l~'(T,\' ENGINEERING CONSULTANT 990C) ..'~ N DRIVE-DAD[ r~ITYi FLORIDA 33525 ~CALE,,, DATE PHOfH' FAX: 352-521-0867 ',-MAll: zephyr27@gte,net 1/4 =1 -0 18 NOV 2004 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P.E, RICK GOLLHARDT - DRAFTSMAN SHEET OF ELEVATIONS STANDARD NOTES d\vt(~f 4 OF 7 ENGINEER LICENCE #53608 PRE -F AB VJOOD TRUSSES @ 2411 o,C, (2) 2"X411 TOP PLATE R-19 BATT INSULA TION (MIN) 25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER ON 1/2" CDX PL YVJOOD OR oSB (TYP) SIMPSON H10 (905# UPLIFT) CoNTINIOUS ALUM DRIP EDGE 1/4' ALUMINUM surFIT 1/2' CDX PL YVJOOD OR OSB VINYL SIDING OR EQUAL 1/28 GYPSUM VJALLBoARD 2X8 PT PERIMETER BEAM ATTACHED ~ TO POST VI I 5/8" THRU BOL TS . 4X4 PT VJOOD POST VI I 12' ROUND X 54" DEEP ~ · CONCRETE AROUND POST (TYP) /. '~\".< Y ~\V~\\AY Y ~\'\\\AY '" *~~ > :'; ~~~~~~~~~ &~i! {'f~11<<~ ~'\%\\~~ '.i : '.' \~~~%~~~\\\/ ~~~~~~~\~/ \~~~~\)\\\~~~\\'{~ .~~\\\\\~;/\\-\ \~/,(' 1/2' GYPSUM V/ALLBoARD VI/FOIL FACED SYPRoFoAM BOARD 2'X4" STUDS @ 168 O,C, Vl/2"X4' P,T, BOTTOM PLATE 3/48 T8cG PL YVlODD GLUDED AND NAILED VI /8d SPIRIAL NAILS @ 4' O,C, ALONG EDGES 12' O,C, FIELD, 2X8 PT FLOOR JOIST @ 16' O,C. ATTACHED v//LUS26 TO PERIMETER BEAM TYPICAL .WALL S E'CT'ION USE ONLY ENOUGH NAILS to HOLD UNDERLAYMENT IN PLACE UNTIL SHINGLES ARE LAID 15# ASPHALT FELT UNDERLAYMENT ROOF SHEAtHING NAIL INTERIOR ad NAILS (RINGSHANK) 6' Q,C, ROOFING APPLICATION METAL DRIP EDGE AT RAKE APPLIED OVER UNDERLAYMENT 1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH THE APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS, ROOF SHEATHING NAIL @ EDGES 8d NAILS <RINGSHANK) 4' D.C. METAL j)~IP APPLIED OVER SHEA THING 2, ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF 2112 OR GREATER. FOR ROOF SLOPES FROM 2112 UP TO 4112 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED, 3, UNLESS OTHER\.IISE NOTED. REQUIRED UNDERLAYMENT SHALL CONFORM \.lITH ASTM D 226, TYPE L OR ASTM 4869, TYPE 1 FBC 1507.3.3 --- --- --- METAL D~IP EDGE AT RAKE APPLIED OVER UNDERLAYMENT 4, SELF ADHERING BITUMEN SHEET SHALL COMPLY \.lITH ASTM 0225 OR ASTM D3462, FBC 15073.4 5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, AND COMPLY \.11TH ASTM D225 OR ASTM D3462, FBC 1507,35 6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED. STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0105 INCH SHANK \.lITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO THE ROOF SHEATHING, \.IHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING, FBC 1507,3,6 ASPHALT CEMENT 15# ASPHALT FELT UNDERLAYMENT ---~.....-"",~ -- -- .-...-.....- -- ROOF UNDERLAYMENT APPLICATION TYPICAL rOR GAr/LANDMARK SHINGLES ETC. 1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH THE APPLICABLE PROVISIONS OF SECTION 150-', FBC. 2001 2, FOR ROOF SLOPES 2:12 UP TO 4:12 UNDERLAYMENT SHALL BE A MINIMUM OF 2 LAYERS APPLIED AS FoLLo\.lSI (SEE ABOVE) FBe 1507,3,81 3. FOR ROOF SLOPES 4112 O~ GREATER UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FoLLo\.lSI STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THe: EAVE, LAPPED 2' AND FASTENED SUFFICIENTL Y TO STAY IN PLACE UNTIL SHINGLES ARE LAID. FBC 150-',3,8,2 9' STARTER STRIP OR COURSe: OF INVERTED SHINGLES 7, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF \.11TH NOT LESS FOUR FASTENERS PER STRIP OR T\.Io FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHER\.IISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM \.11TH ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95, FBe 15073,7 START FIRST COURSE \.lItH FULL STRIP 4, DRIP EDGEI DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES EAVE DRIP EDGES SHALL EXTEND 1/4' BELo\.l SHEATHING AND EXTEND BACK ON THE ROOF A MIN1MUM OF 2 INCHES, DRIP EDGE SHALL BE MECHANICALL Y FASTENED A MAXIMUM OF 12' ON CENTER, FBC 1507,3,8,3 I hereby cOMpliQnce certify thQt with section I hQ ve reviewed this 1606 of the Florido. plo.n o.nd found it Building Code) 2001 to be in edition) ROBERT I-IAI~1"VIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 1f .). "\\' c~ .MI' I r1' 'lr-.I, P E....' Jt .,-' ~ I I' .' U J.. }[..L ., .. rLD~'.~ rSSIONAL ENGINEER ~ICENSE NUMBER 53608 PRourrs ENGINEERING CONSULTANT 9') Co C) NOR I V E - DAD E r~ 1 T Y I F LOR I D A 33525 PHQi-Jt FAX: 352-52! -0867 [- HAIL: zephyr27@gte, net RICK GOllHARDT - DRAFTSMAN SHEET OF ENGINEER LICENCE #53608 DETAilS SCALE DATE 1 4"= 1 FT 18 NOV 2004 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P.E, 5 OF 7 JOB NO, Do. via w, SMith) P,E, NOTE: THE MANUFACTURER OF THE WINDOWS AND DOOR ARE TO CERTIFY THEIR PRODUCTS ABILITY TO WITHSTAND TH~ SPECIFIED DESIGN WIND PRESSURE RESULTING FROM A 110 MPH WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION SPECIFICATION DRAWINGS FOR THE WINDO~ AND DOOR THESE DRAWINGS ARE REQUIRED TO BE ON THE JOB SlTt AT THE TIME OF INSTALLATION ' CONTRACTOR SHALL INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S INSTALLATION SPECIFICATIONS MASONRY CONSTRUCTION I WINDOW INSTALLATION HEAD WI N DOW HEIGHT J) i 1 ) #8 INSTALLATIO~J ANCHORS MUST BE OF :~UFFICIENT L TH. TO ACHIEVE HIN. EMBEDMENT OF 1 1/8" INTO 2X BUCK STRIPS THE FASTENING SCHEDULE OF #8 FASTENEf~S IN THE HEAD 6" IN FROM EACH JAMB #8 FASTENERS IN EACH JAMB 6" OC MIN. SPACING 17" OC MAX. SPACING FOR ALL WINDOW SIZES UP TO 51 7/8" X 95" ( 34.22SF ) WITH A DESIGN PRESSURE OF UP TO 70 P(:;F CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUO-SIL ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK OR EQUAL FOR TH[ PERIMETER SEAL. CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING 2) [ EQUALL Y . i SPACE I A~CHORS J A M B J A M B SILL 6'1 '-1M~ I 6"1 I ! -1 MIN. r-- THE #8 ANCHOR SCREWS ARE ONLY FOR INS T ALLA TIO. WITH A 2X BUCK STRIP WHEN USING A 1 X BUCK STRI) ONLY THE TAPCON ANCHor~s ARE REQUIRED. 4) I I THIS INFORMATION WAS OBTAINED THROUGHI KINCO , LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254 FROM ENGINEERING PROVIDED FOR THE INSt ALLA TION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE. I [ SINGLE HUNG WINDOW SIZES \ :z~ Sffi':".~ -~ L =ole r '1\ U7 / ~,^,~ ,~" ~l 1/4" MAX. SHIM SPACE W/ LOAD BRG SHI.... CODE SIZE ! f.1.0, , . V <', '00,,,,., WINDOW SIZE WIDTH X HEIGHT 1 x BUCK STRIPS WINDOW FRAME JAMB SH 12 SH 13 SH 14 SH 15 SH 15 19 1/8 X 26 19 1/8 X 38 3/8 '9 1/8 X 50 5/3 19 1/8 X 53 19 1/8 X 75 , 193/4X25 19 3/4 X 38 3/8 '9 3/4 X 50 5/8 19 3/4 X 63 19 3/4 X 75 FLANGED WINDOW < 3/1e' TO\PCON CONCRETE SCREW WITH A 1 1/4" MIN. EMBEDMENT '---- EXTERIOR BLOCK WALL SH 33/2 SH 33/2 SH 34/2 SH 35/2 SH 36/2 #8 ANCHOR WOOD SCREW 1 1/8" MIN. EMBEDMENT 1) CAULK BETWEEN BUCK AND MASONRY WALL 2) CAULK BETWEEN FLANGE AND WOOD BUCK 3) PERIMETER CAULK ALL EDGES 4) BUCK STRIP WIDTH PER CONTRACTOR MIN. WIDTH 2X4 25 1/2 X 26 25 1/2 X 38 3/8 26 1/2 X 50 5/8 25 1/2 X 63 261/2X76 271/8 X 26 21 1/8 X 38 3/8 21 1/8 X 50 5/8 27 1/8 X 63 21 1/8 X 76 WINDOW WID TH ;:> SH22 SH 23 SH 24 SH 12 WE SH 25 SH 26 31 X 26 37 5/8 X 26 37 5/8 X 38 3/8 37 5/8 X 50 5/8 37 5/8 X 57 3/4 31 5/8 X 63 37 5/8 X 76 37 X 38 3/8 37 X 50 5/8 (EGRESS) 37 X 57 3/4 37 X 63 37 X 76 MASONRY WINDOW INSTALLATION Wi 2X BUCK STRIPS SH 32 SH 33 SH 34 SH 13WE (EGRESS) SH 35 SH 36 53 1/8 X 25 53 1/8 X 38 3/8 53 1/B X 50 5/8 53 1/8 X 51 3/4 53 1/8 X 63 53 1/8 X 76 , /4" MAX. SHIM SPACE W/ lOAD BRG SHIM l,"e' S~:~ 53 3/4 X 26 53 3/4 X 38 3/6 53 3/4 X 50 5/8 53 3/4 X 51 3/4 53 3/4 X 63 53 3/4 X 76 ADD 1 1/2" TO WINDOWS ROUGH OPENING SIZE Wl-iEN USING 2X BUCK STRIPS AND FLANGED WINDOWS WINDOW FRAME JAMB I ~~"~I L II r 1 \l >URRililC 0'''''' '~IC111 . ,,^'" THE WINOOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN THIS CHART. IT is THE BUILDERS RESPONSiBILITY TO VERIFY THAT THE SIZES OF THE WINDOWS OF CHOICE ARE THE SAME OR ALLOWANCES MADE Wl-iEN FRAMING IN THE ROUGH OPENINGS. FLANGro-l,//INDOW < V'II' TAPCON CONCRETE SCREW WITH A 1 1/4" MIN. EMBEDMENT n EXTERIOR BLOCK WAll ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL, NEC. AND ALUMINUM. 1) CAULK BETWEEN BUCK AND MASONRY WALL 2) CAULK BETWEEN FLANGE AND WOOD BUCK 3) PERIMETER CAULK ALL EDGES 4) BUCK STRIP WIDTH PER CONTRACTOR MIN. WIDTH 1 X4 WINDOW WIDTH ;:> ALL OF THE PRODUCTS SPECIFIED ON THIS DRAWING OR ANY OTHER PAGE IN THIS PLAN MA Y BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. MASONRY WINDOW INSTALLATION W/ 1 X BUCK STRIPS I hereby certify tho. t cOMplia.nce with sec-tion , ! f 6" MIN.I +-- -- +-- L1NTLE OVER OPENING BUCK STRIPS f 1 6 I MIN, - -;0. - +-- - (5) E UAL SPACES +-- BUCK STRIPS - +-- - - 6" MIN. SINGLE DOOR 8'- 0" EXTERIOR BLOCK WALL MASONRY CONSTRUCTION I DBL AND SINGLE DOOR INSTALLATION 4" MIN. TAPC IN 24" T APCON 15" T APCON 6" T APC )N 16" TAPC< N 24" BUCK STRIPS TAPC< N 4" """ I' L1NTLE OVER OPENING lINTLE OVER OPENING 13~ 1PCON 6" 6" MIN, MIN. I I 3" I J"13" J"13" MI~" 13.IT~~X~~~ IT~~2?8~ BUCK STRIPS 6.1 MIN.! +-- r f 6" I MIN. -~ t 1 r f t 1 I MI~,.I +-- +-- EXTERIOR BLOCK WALL 3'-0" 4' 6" Ml.ti. TAPCON MIN. +-- _ -00 24" -~ +-- - - T APCON ~ - +--- 24" BUCK STRIPS :--- -- - (5) EQUAL SPACES -- - BUCK STF I S ~1~.'1 l 14" f MAX. -> +-- BUCK STF IPS -c-- TAPCON (5) EQUAL SPACES - -- ---+ 4-- 24" --;0. -- --';0 c-- ~CON 6" 6" MIN. MIN, 6" MIN. 4" .MIN TAP CON LOCATIONS FOR 8 EXT DOORS IN-SWING OR OUT-SWING THRU 2X BUCK OR 1 X BUCK STRIPS SINGLE DOOR 6'- 8" 6" MIN. BUCK STRIPS EXTERIOR BLOCK WALL TAP CON LOCATIONS FOR 6'- 8" EXT DOORS IN-SWING OR OUT-SWING THRU 2X BUCK OR 1 X BUCK STRIPS SINGI F nOOR OR nRI nOOR W / SIDELIGHT I TAPCON PLACEMENT FOR 2X BUCK STRIPS I IMI~.1' 14" t MAX. - 00- - 0- L1N TLE OVER OPENING BUCK STRIPS ~r; ~r;-J ::) EQUAL SPA ES fBU K STRIPS - - DOUBLE DOORS THERMA- TRU IN-SWING / OUT-SWING DOOR MASONRY SYSTEM I ha. ve reviewed this 1606 of -the Florida. pla.n a.nd found it Building Code) 2001 ~ -)0 -> BUCK STRIPS ~ -> Jt- ~I ,,1\1 f-'I-<lt-.......... IR~ RATING SINGLE DOOR POS 67.0PSF NEG. 67.0 PSF NOTE: THIS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGc AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN. SINGLE WITH SIDELIGHTS DOUBLE W / WO SIDELIGHTS POS. 60.0 PSF NEG 60.0PSF ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR fO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. I -to be in edition) \' ~;~"'" J V~ \\\V\\~1 Do. vid W, SMith) P,E, ENGINEER LICENCE #53608 POS 47.0 PSF NEG. 47.0 PSF USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCREW A T ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS BUCK STRIPS ARE TO BE A CONTINUOUS PIECE ON THE TOP AND SIDES OF OPENINGS USEING 1 X OR 2X #2 PT PINE LUMBER ( T -NAILS ARE NOT TO BE USED IN 2X BUCKS, ONLY TAPCON SCREWS) USE VIKING .097" X 1 3/8" HIGH CARBON T -NAILS A T SPACING INDICA TED BELOW BASED ON TOTAL ROUGH OPENING SIZE. MAXIMUM OPENING HEIGHT MAXIMUM OPENING WIDTH T -NAIL SPACING A T TOP AN 0 SIDES 5' - 4" 7' - 0" 12" OC 9" OC 61' OC 6" OC 3' - 1" 6' - 4" 7' - 0" 12' - 0" 8' - 1" 12' - 0" USE A MIN OF (3) T -NAILS PER EACH BUCK STF IP ,---' THIS INFORMATION WAS Fur~NISHED BY THERMA- TRU CORPORATION 1687 WOODLANDS DRIVE MAUMEE OHIO PH. (800) 537 - 8827 IF OTHER THAN THERMA - TRU DOORS ARE USED THEN IT WILL BE THE BUILDERS RESPONSIBILITY TO OBTAIN THE ENGINEERED INSTALLATION INSTRUCTIONS FOR THE DOORS OF CHOICE. DOOR AND WINDOW SCHEDULES FOR MASONRY CONSTRUCTION ROBERT I-L~\Rrr\VIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 1f) '\ "\ c~ .M 1'1 r-I' I.-I PE' Jl~..,\.U..l [~, .. ~L~~: [SSIONAL ENGINEER LICENSE NUMBER 53608 PRO) Errs ENGINEERING CONSULTANT 990C) , 'T DRIVE-DADf: ]TY, FLORIDA 33525 PHiJhJt, FAX: 352-521-086;: I, 'HA I L: zephyr27@gte, net RICK GOLLHARDT - DRAFTSMAN SPECIFICATIONS SCALE DATE 1/4"=1'-0" 18 NOV 2004 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P.E. SHEET OF 6 OF 7 PART NO, 8,6' ~ = (5) " L{) 0 r--.. i"-- ..q- If) < 0 If) 0 ~ z I- .. .. 28.4' FRAME SHED ON CONCRETE 53,:';' COVERED CONCRETE 40' PLATTED R!W 109,84' N 89^15'49" E I ROBERT HARTWIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 PARCEL 10: 12-26-2~1-002A-02300-001 0 LEGAL DESCRIPTION: SUB S1/2 OF NW SW OF NE PB OF W 85 FT TR 23 IN SW1/4 OF 25 FT OF N 155.6 FT LOT 98 ~ r--.. ..q- , 16.3' .co \.D .--< ..q- \.D < 0 If) 0 ~~ z E>JSTING TW() STORY FRAME RE:~IDENCE #39038 .. co I " (Y) COVERED WOOD DECK NEW ADDITION 1.8' NEW PORCH " o .--< " (\j .--< N 89^30'00" E 109,88' 9TH AVENUE Do vid w, SMith) P,E, ROBER1' IIARrrWIG 39038 9TH AVE ZEPHYRHILLS, FL 33542 I). '. S M I r"!' JE-I , P . E . F~D~' ~SSIONAL ENGINEER !CENSE NUMBER 53608 PRO.! ['(,,/,,< ENGINEERING CONSULT ANT 9'90 oJ ' .. N DR I V E - DAD [ I T Y I F LOR I D A 33525 PH[J~il FAX: 352-52! -086" [-i<1A I L: zephyr27@gte, net I hereby certify the -t I ha ve reviewed this plon and found it -to be in cOMpliance with section 1606 of the Florida Building Code; 2001 edition; \'V~ Df \ \ \ ENGINEER LICENCE ~53608 2 PG 16 N N W1 / 4 & 1 55.6 E FT RICK GOLLHARDT - DRAFTSMAN PLOT PLAN SCALE DATE 18 NOV 2004 DESIGN/DRAWN CHECkED R. GOLLHARDT D.W.SMITH,P.E. SHEEr OF 7 OF 7 PART NO,