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ENGINEER'S NOTES: ALL WORK 15 TO eE COMPLETED IN ACCORDANCE WITI-1 TI-IE FLORIDA BUILDING CODE IJ THE: BAsrc DE:SIGN WIND SPEED. 110 MPI-I (3 SECOND GU$f) 2) THE: IMPORTANCE: FACTOR. 1.0 ( RE$IDENTIAU 3) THE ExPO$URE CATEGORY = e 4) THE INTERNAL PREooURE COEFFICIENT. fl. 0.18 (ENCLOBED) S) THE COMPONENT AND CLADDING DE$IGN PRE66URE$ DOOR AND WINDOW eCf-lEDULE6 FOR WOOD FRAME CONSTRUCTION ROOF lONE 1) +10 -18 2) flO -2~ 3) +10 -2~ WALL lONE 4) f I~ -20 S) fl~ -23 NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED DE61GN WIND PRE6SURE RESULTING FROM TI-tE 110 MPI-I WIND oPEED AND SUPPLY THE CONTRACTOR WITH IN6r ALLATION 6PECIFICA TION5. ALL WINDOW5 AND DOOR5 ARE TO I$E IN5TALLED PER MANUFACTURER'5 6PECIF:CATION6. WOdD FRAME CON6TRUCTION / WINDOW IN6T ALL A TION HEAD 0 0 24" ocr 0 MAX 0 0 WINDOW HEIG~.n 0 EQUALL Y GPACE J J ANCHOR5 A A M 0 o M 6 6 0 0 61l MIN. GILL ~ MI~:~-I I) #8 IN5TALLATION ANCHOR5 MU5T eE OF SUFFICIENT lTI-I. TO ACf-!IEVE MIN. eMseDMeNT OF )11 INTO FRAMING MeMSER5 2) THE FA6iENING 6CHEDULE OF (:3) / #8 FA6TENER6 IN THE HEAD (:3) / #8 FA6TENER6 IN THE 61Ll (S) / #8 FA6TENER6 IN EACH JAMB FOR ALL WINDOW 61ZE6 UP TO S\ 1/811 X SSII ( :34.226F ) WITl--l A DE51GN PRE56URE OF 10P6F :3) CAULK BEl--lIND WINDOW FIN AT l--lEAD AND JAM66 WITl--l DUO-6IL ADl--lE6IVE CAULK OR ApPROVED EQUAL. U6E LATEX CAULK OR EQUAL FOR Tl--lE PERIMETER 6EAL. 4) FACTORY PUNCHED f-!OLE5 IN FIN JAM65 DO NOT REQUIRE IN5TALLATION 6CREwe THE IN5T ALLA TION ANCl--lORe 6PECIFIED ARE THE ONLY REQUIRED FAeTENERe. <Tf-!RU FIN A6 6HOWN) THle INFORMATION WA5 OBTAINED Tl--lROUGl--l KINCO I LTD. OF S24S OLD KING6 ROAD JACK60NvILLE FLORIDA :322S4 FROM ENGINEERING PR~VIDED FOR T!-lE IN5TALLATION OF THEIR PRODUCT. IF Oif-!ER Tl--lAN KINCO WINDOW5 ARE IN6TALLED TI-lE CONTRA~TOR WILL NEED TO oeTAIN T!-lE PROPER IN6TALLATION ENGINEERING FROM T!-lE MANUF. OF CHOICE. ALL 61-1 25 WINDOW6 MEET T~E EGRE66 REQUIREMENT6, WOOD FRAME CON5TRUCTION / DBL AND 51NGLE DOOR INSTALLATION DeL TOP PLATE5 DSL TOP PLA TE5 DSL 2X HEADER I 61'1 I 6111 MIN. MIN. - - 611 t f 6" MIN. MIN. - - -> - I-- -. DOOR ill DOOR JACK5 JACK5 lJ fc- -1 -> 0- <J) -l -1 ::) EXTERIOR WALL 0 - ill -" 16' ...., Ifl ...... fc- ~ - -- -> - 611 6" PT eOLE PLATE MIN. MIN. 611 6'1 DSL 2X f-!EADER MIN. MIN. 3111 3'1 :3' :3lj:311 I 6" MIN. - - 6" 1 1 t 1 1 t 611 MIN. MIN. i-- .r-- -. - k- ..;-- -" DOOR <J) DOOR JACK6 ill JACK6 lJ ...- ....- -<t -> 0- <J) -l -1 ::) EXTERI 0 ~ -- ill - '"'I In ...... +- .0- -. - I+- ....- -.l - 6" 6'1 PT 60L MIN. MIN. eTUD5 OC 61NGLE DOOR SINGLE DOOR OR DeL DOOR W / 6IDELIGJ.4T DSL TOP PLATEe 61N6LE I-IUNG WINDOW SllES CODE SIZE WINDOW SIZE M.O. DOORS - ROU61-1 OPENING CI-IART FRAME OPENING 5H 12 1~ 1/8 x 26 1~ 3/4 X 26 TYPE OF OPENINt::J (ROUGI-l OPENINt::J) 6f-! 13 I~ liB X 38 31B 1~ 3/4 x 3B :3/B HORIZONT AL VERTiCAL S~ 14 19 1/8 X SO SIB 1~ 3/4 XSO SIB PRE-f-!UNC:5 CALL SIZE +211 B2" 614 IS 1~ 1/8 x 63 I~ 3/4 x 63 CALL GllE +2" 82" 5\-1 16 1~ 1/8 x 16 I~ 3/4 X 16 DeL DOOR5 SIDE LIGHTS CALL SIZE ail 6\-1 32/2 26 1/2 x 26 211/8 X 26 514 33/2 26 1/2 x 38 3/8 21 liB x 3B 3/8 CA5ED (PREHUNG) CALL 51ZE 81'1 EXTER 614 34/2 26 1/2 X SO SIB 21 1/8 x ~O S/8 el-FOLO / el.PA55 5f-! 35/2 26 1/2 x 63 21 liB X 63 DeL CALL SIZE d' 8.31l 6f-! 36/2 26 1/2 x 16 21 1/8 x 1,6 POCKET DOOR Sf-! 22 31 x 26 31 SIB X 26 MA50NRY OPENING CALL 51lE +411 8211 5H 23 31 x 38 3/8 31 S/8 x, 38 3/8 ( FOR DOORS) 6H 24 :31 x SO S/8 31 S/8 X ,SO SI8 WRAPPED OPENING CALL olZE +1 1/411 81 1/211 $l--l2S 31 x 63 :31 S/8 x 63 Sf-! 26 31 x 16 31 S/8 X 16 (DRYWALL) BI-FOLD I BI-PAISS SH 32 S3 1/8 X 26 S.3 3/4 >< 26 SLlOING GLASS DOORS (.) CALL 61lE 8011 5H 33 S3 1/8 x 3B 3/B S3 3/4 X38 3/8 $H 34 S3 1/8 X SO SI8 S3 3/4 x pO SI8 SLlOING GLA66 DOORS · CALL SIZE +1" 8011 6f-! 3S &3 1/8 x 63 &3 3/4 X 6:3 SH 36 &3 1/8 X 16 &3 3/4 ~ 16 (POCKET) CALL 61lE _Ill THE 51-l 2& AND 51-l 3& SIZE WINDOWS WINOOW6 (.) . ALL MANUF. VARY 6EE ARE ERc.E5S WiNDQI.uS. THE WINDOW CHARTS PROVIDED ey THE WINDOW 5UPPLlER DBL 2X !-lEADER I 61~ I ~1I1 MIN MIN. - - 6" t 14" l '3"f 3' 3"t 31t r 14" t 6" MIN. MAx. MAx. MIN. - f+- -,. - f- -) \L L 5TUD5 <J) lOR W,i w lJ 6' OC - -1 -> 0- <J) -l -1 ::) 0 f- ill -.. N ...., Ifl ...... T A A r- -->0 - f+- -> - 6" 10" MIN. MIN. Tl--l15 INFORMAtiON WA6 FURNI6l--lED ey Tl--lERMA-iRU CORPORATION 11081 WOODLAND6 PRfvE MAUMEE OHtO P!-l. (800) &.31 - 8821 IT WILL SE Tl--lE 6UILPERe RE6PON61SILlTY TO 06T AIN AND MAINTAIN THE ENGINEERED INeTALLATION INeTRUCTIONG FOR THE DOORe OF CHorCE AT THE JOS61TE FOR INGPECTrON OF THE IN6TALLATION 6Y Tl--lE SUILDING OFFICIAL. Tf-!E WINDOW6 5PECIFIED ON THI6 PLAN ARE eASED OF T!-lE 51lE6 IN TI-115 Cj.1ART IT 16 THE SUILDERo RE6PONSISILlTY TO VERIFY TI-1AT THE 61lE5 OF ThE WINO<:,:.u6 U6ED ARE Tl--lE 5AME OR ALLOWANCE~ MADE I WHE:N FRAMINc:s IN Tf-!E ROUC:H OPENING$. DEDUCT 3/411 FROM T~E ACTUAL WINDOW 61ZE TO C:ET THE ROUGI-t OPENING FOR A r::RAME WALL IN6TALLATION. RECE66 THE FLOOR III AT THE SLIDINC:S GLA55 DOORS - ~"<,,., '<, . .... TI-IE CLIENT UNDER6T AND6 THAT THE DESI6NER CARRIE6 NO LIA61LITY INSURANCE AND THEREFORE: A6REE5 TO ~OLD ~ARMLE55, IDEMNIFY, AND DEFEND T~E DE51GNER FROM ALL CLAIM5 L05SE5 AND EXPENSES ( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RE6UL TING FROM T~E PROJECT. TI-1E DE5lGNER WILL IN GOOD FAITI-1 ATTEMPT TO PROVIDE ERROR FREE CON5TRUCTION PRAWING5. IN T~E EVENT ERROR5 OCCUR THE DESI6NER WILL NOT 6E HELD LlA6LE FOR TI-IE C05T OF T~E REPAIR€> OR DELAY TO Tt-lE JOe, T~E CONTRACTOR NEEDS TO VERIFY ALL INFORMATION. ~ ~"~,, ~ANL~ DE516N 5ERVICES INC. 352-588-2342 POBOX 1325 &AN ANTONIO FLA. 33516 lr'Is ,^_,....1t/ '. ff) ~." >"". '_-0'", a.""..;...,."....,..:."'...'V:.'...,II[_..".."_'#;.;.....h-f';;,.,,._of~:;.:;.',".v.. ~ "-:';'..'", v..:--"".~;(.>~,,~ ~:.!.iO"""_-"~';"""""""~'''''''"''''''''''''~~~,.' -:WV~" -",1;'.l~: DE61GN PRE6SURE RAtiNG 61NGLE DOOR poe 61.0P6F NEG. 61.0 P6F 5INC:LE WITH 6IDELIC:I-ITS P05. 60.0 P5F DOUSLE W / WO 61DELIGHT5 POG 41.0 P6F U6E A #8 / 2 112" P!-lILLIP5 !-lEAD WOOD 6CREW AT ALL ARROW LOCATION5 otE: PAGE 4 OR WALL 6TUDe 16' OC E PLATE Hi5 eyeTEM HA5 SEEN EVALUATED FOR U5E IN LOCATIONe ADl--lERING TO Tl--lE FLORIDA BUILDING CODE ND Wf-!ERE PRE55URE REQUIREMENT5 A5 DETERMINED SY A5CE 1 MINIMUM DE51GN LOADS FOR E3UILDINC:5 ND OTHER 5TRUCTURE5 00 NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED I-IEREIN. DOUBLE DOORe FT GOLE PLATE Tl--lERMA-TRU IN-6WING / OUT-6WING DOOR WOOD FRAME 5yetEM '5TEPt4ANIE dnd JA60N M05G DAVID W, 6MITt4, P,E, FLORIDA LIC.~ 53~08 I I-IERE6Y CERTIFY T~AT I ~AVE REviEWED TI-II& PLAN AND FOUND IT TO BE IN COMPLIANCE WITI-I TI-1E FL.ORIDA BUILDING CODE 6ECTION 1~0~ FOR TI-IE 110 MP~ ( 3 SECOND GUST) WIND lONE. DAVID W SMITI-I PE# 53~08 5442 9th GTREET ZEP~YR~ILLS FL EA6 T P A6CO COUNTY 3S2-521.08~S OFFICE 9909 WALLA6TO RI 352-521-08~1 FAX. DADE CITY ,FLA. 33525 6CALE: !/4" :I 11.011 DA TE: 10 / 6 / 04