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Home My WebLink About40134 Chancey RdENGINEER'S NOTES 1. 1 DATE 3/28/18 SCALE: �� PAGE 1 1/4 = 1 O ALL WORK 15 TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION, 1) THE BASIC DESIGN WIND SPEED = 13S MPH ULTIMATE WIND DESIGN / 108 NOMINAL WIND DESIGN 2) RISK CATEGORY = T 3) EXF05URE CATEGORY = B 4) ENCLOSURE CATEGORY = (ENCLOSED) INTERNAL PRESSUR COEF, = +/- 0.18 5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE ROOF ZONE 1 (+10.0 / -11,0) ZONE 2 (+10,0 / -24,0) ZONE 3 (+12,2 / -49,0) WALLS ZONE 4 415,8 / -11,0) ZONE 5 41S.0 / -23,0) FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 15'-0" EXPOSURE B. FLA APPROVALS UNION CORRUGATING METAL ROOFING MASTER RIB FL* 1211,8 GAF ROOF UNDERLAYMENT FL*1Oro26,1 CERTAINTEED NON -VENTED SOFFITT FL* 13389, I HARD[ PREVAIL LAPPED SIDING FL* 13192, 5 HARDI PREVAIL PANEL SIDING FL* 13223.3 PGT SH 5400 VINYL WINDOWS FL* 239.E PGT VINYL WINDOW MULLIONS FL* 11519,1 PGT FIXED 5420 GLA58 VINYL WINDOWS FL* 243,1 THERMA-TRU FIBER CLASSIC 8'-O" SGL SWING DOOR FL* 5891,4 THERMA-TRU FIBER CLASSIC 8'-O" DBL SWING DOOR FL*-I(o30.4 SIMPSON H2.5A HURRICANE TIES FL*10456,2 SIMPSON H3 HURRICANE TIES FL*10456.2 SIMPSON LU26 U HANGERS FL* 10655,10 SIMPSON HUC210-2Z FACE MOUNTED U HANGER FL* 10655.11 SIMPSON C516Z FLAT COIL STRAP FL* 13812.1 SIMPSON A5U66Z POST BASE FL* 10860,4 SIMPSON TITEN MASONRY SCREW FL* 2355.1 SIMPSON SET-XP EPDXY (CONCRETE) FL* 15130,5 SIMPSON HETA16 EMBEDDED TRUSS STRAP FL* 11413.3 POWER STEEL INC POWERBOX LINTELS FL*11383.1 POWER STEEL INC P58 (L2) FL*3119,1 ALL WORK OHAL1 0 III Y WITH PREVAI0 CODES FLORIDA DUILOINO C00e, NATIONAL ELECTRIC CODE, ;NCi THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE ✓ > _'t j CITY OF ZEPHYRI-ffLL. - PUNS EXAMINER 3'-0" 1'-8" 1'-4" 4'-0" 9'-4" 54'-0" FRONT ELEVATION 22'-8" LEFT ELEVATION 12'-8" 12'—S 1,L" 4'-4" 4'-0" 1'-4" mm� %11111;11/ € e A ma ®• No. 5360 •° tl p • ce �� '••STATE OF • <0R141'' S° late N ,••�� / DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R. S. HANLEY F O BOX 1325 sAN ANTONIO FLA. 335i6 EMAIL: hanley06eembarclmai Isom CUSTOM HOMES AND BARNS J05 NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEPHYRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOD LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3001 SF DAVID W. 5MM4, MS. PE, FLORIDA LIC.# 53ro08 352-521-0865 OFFICE 352-521-0861 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION, DAVIT) W. SMITH, MS. PE. LIC.*° 53605 DATE SCALE: 3/20/10 1/4 11= 1-OII PAGE 2 mm mm - REAR ELEVATION 5'-8a, RIGHT ELEVATION c31-4" ICYNENE INSULATION iULATION WILL BE USED AS THE ATTIC �45ULATION, ICYNENE REQUIRES THAT IILL NOT HAVE VENTILATION THRU THE THE RIDGE. THE HOUSE WILL HAVE TO _SH AIR INTAKE VENT. WITH A DAMPER MECHANICAL CONTRACTOR. )RCH CEILINGS OPTIONS �)R CEILINGS OF THE PORCHES WILL BE HARD[ PANEL SIDING, NAILED WITH 6d 'IONS 8" OC IN ALL AREAS. THE EDGES /ERED WITH FINISHED STRIPS. DR CEILINGS WILL BE MADE OF 1/2" SHEATHING 18d GALV. COMMONS AT 8" OC AND COVERED HED VINYL MATERIAL, ( 1/2" PAINTED CDX MAY .ITED FOR THE VINYL CEILING) FALL PROTECTION THAT IS 12" OR MORE ABOVE THE FINISHED IRFACE BELOW THE OPENING, AND THE BOTTOM 24" OF THE FLOOR OF THE ROOM IT IS IN WILL QUIPPED WITH A FALL PROTECTION SYSTEM - ALLOW A 4" SPHERE TO PASS THRU IT. DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5521 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanlayOroeembargmai I.com CUSTOM HOMES AND BARNS JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEf=HYRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 2132 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3801 SF DAV ID W, SMITH, MS. PE. FLORIDA LIC.# 53608 Eryu(pass a 352-521-0865 OFFICE 352-521-066-1 FAX, No.5360 q „ 9909 WALLA5TON DRIVE DADE CITY ,FLA. 33525 STATE FOR Z. I HEREBY CERTIFY THAT I HAVE REVIEWED .THIS �+► "`" `aJ PLAN AND FOUND IT TO BE IN COMPLIANCE WITH r! I ;<d�'► ' ASCE -1-10 AND THE 2011 FLORIDA BUILDING CODE s roth EDITION, DAVID W. SMITH, MS. PE. LIC.* 53600 DATE SCALE: PAGE 3/28/18 1/4 = 1-0 �',�-�C 3 63'-4'I 4'-8" 54'-011 41_811 ol 23'-4" 61-011 5'-41I 11-81I 3'-011 I I'-63/4" 11'-8" _t'-6!2"l'-63/4" 23'-0" 81-0 23'-0" O 70, LANDING-c LANDING to REAR PORCH '? 0� Q7 1 (2) SH 25e 6'-2514" x 5'-3" DP +19,0 / -20.0 DRYER PENT D-P +19,0 / -20.0 DP +113.0 / -20.0 Z:y3-0 3-0 61-011 Q I-111 V I £LECTRIG / 16 -2i4 14'-13i II I WATER HEATER ® ------------- ------- - - ----------------- OUTSIDE = CLOSET a ----------'+ ' I ELECTRIC DRYER I I I I 00 30" ELECTRIC RANGE - = CEILING I - ' ELECTRIC WASHER I Q - KITCHEN O r O CENTRAL I i - WALK-IN I • _ i I I MUD ROOM uui i 10'-1 1/2" CEILINGvo4 SYSTEM AHU m\ CLOSET 3 I Q I 10'-1 1/2" CEILING I I I 24" DISHWASHER O O I 1 I _ 1 10'-1 1/2" - I I II j 4 -4 I I 1 04 O m N I a Jl' (111 CEILING LAUNDRY TU6 1 I I ; ; 1 ul Al _ - ------- r ^-; o �n L ° ° DINING ROOM x O r O O i i m i w - - - - - Q 10'-1 1/2" CEILING"�,� �' 0 = c� Z� - 2' fo° 1 U I '� � si ISLAND X I 1 Q I 1t11 I I 11 0' 0 S '—DII n rO 05/411 ° V if 301-411 ' 2x6 WALL v my INDICATES STACKED BEARING 2x LUMBER = O CORNER ' NAILED TOGETHER IN PLYS USING IOd GALV O_ BATHROOM o a N 'T a COMMONS IN 2 STAGGERED ROWS 12" OC. z s N _ #2 HALF INTERIOR BEARING - N W 4260 C� r BATH 2 -6 " - (� r, p -1 10'-1 1/2" CEILING i r �J - - -- - - - - ------------------------------------- ---- - i W X b1 =� _ 2 -8 LINE OF LOFT ABOVE 3'-1Fz" x 4'-2'z" - cv lI� 10'-I 112" CEILING SH 24 DP +20.2 / -22.0 m � 41 M N _ , 23'-0" N Q 1 x SH 24 u1 TEMPERED BEDROOM #2 = FAMILY ROOM — 4 — DP +20.2 / -22,0 t VAULTED CEILING `Er —1 w - 10'-1 1/2" CEILING cz 0 Q vo STAIRS REQUIREMENTS77 1 cV IS RISERS g 1 11/16" PER RISER 21-SIr O 41-211 11 TREADS g 10" PER TREAD - �n TOTAL RISE OF 11'-6 1/411 O N X _ -� TOTAL RUN OF 14'-21' - �4 N p _ CA ,n + N = x m N 23'-0" 'd �t a ' iY1 //�� " 3'-V 6'-2514" x 5'-3" i DP +IS,0 / -20,0 6'-25/4" x (2) SH 25s STEP DOWN 4" I (2) SW 25e DP +19,0 / -20,0 I 1 I I DP +19,0 / -20,0 I I O O FRONT PORCH O INTERIOR RIDGECID 11'-4V2 I I 1 I I I I t I I I RAILING POST ----------------------- RAILING POST _1 LANDING MAIN FLOOR PLAN THE DESIGN PRESSURE RATINGS ARE LISTED BY EACH OPENING. THE WINDOW AND DOORS USED MUST MEET OR EXCEED THESE POSITIVE AND NEGATIVE PRESSURES. ALL SH25e WINDOWS MEET EGRESS. DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-5821 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: Han ley06wembargmai I.Com CUSTOM HOMES AND BARNS THE ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN ARE BASED UPON THE HOMEOWNERS REQUIREMENTS, J05 NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEP1- YRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF. FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORE'' PORCH 292 SF OUTSIDE CLOSET SO SF TOTAL UNDER ROOF 3801 SF LTo V'1 DAVID W. SMITH, 1" IS. PE. ` �„ . • LAC E h s " •®d ss" o ® °" FLORIDA LIC,* 53608 • No. 53503 •®� 352-521-0865 OFFICE 352-521-08ro FAX, "! STATE � 0 a 4 A% s 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HERESY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH �j ASCE -1-10 AND THE 201-1 FLORIDA BUILDING CODE 6th EDITION, DAVID W. SMITH, MS, PE, LIC.# 33ro08 DATE 3/28/IS SCALE: PACE 4 1/4" = 11-0" i At 1V m 1 cv N 04 !.Q cq It T1 cv 0 1 51 D 54'-D 01 11'-loll �, 30'-�" �_ 11'-loll ATTIC SPACE VAULTED CEILING _ -- ---------------- 72" CEILING HEIGHT � I � 1 SITTING AREA 10'-0" CEILING 0 42" PRE FAB Y c �l FIREPLACE in . m x 0d a-- ---------------- - CO VAULTED CEILING ccl A* N 1 ACCESS STORAGE 1'-4I I i1-01� 10'-2" b SECOND STORY PORCH -�' 9'4' CEILING SLOPE THE PORCH AWAY FROM THE MAIN HOUSE AND USE DECKRITE WATER PROOFING FOR THE PORCH Al \ FLOOR OR SOMETHING, EQUAL. DP +19.0 A111\ / -20.0 DP +19.0 / -20.0 5'41 23'-8" w MASTER BEDROOM CATHEDRAL CEILING _1 51-411 22'-9i4" ATTIC SPACE -----------------------------(V _1 CA VAULTED CEILING , WALK-IN CLOSET _ co "I c tl 9'-0" CEILING �•r LOFT _ _ _- - VAULTED CEILING ' ----—— — — — — —- c CATHEDRAL CEILING --------------- N 1 ACCESS m STORAGE A* N _1 0) I iv 1 16'-05/4" `Q 2'4," 2'4," RAILING 2x6 Wa o � � OPEN TO BELOW i i o p MASTER � i 1 ' .� 4260 _ MASTER BATH � WALK-IN i 9'-0" CEILING } '� CLOSET - 1 r 9'-O" CEILING `"_ FAMILY ROOM all o VAULTED — —_ — — VUL ATED+ - - VAULTED CEILING CEILING CEILING O N :* N ATTIC ACCESS 18'-loll ATTIC SPACE O ' THE GREAT ROOM FRAME WALLS WILL HAVE TO BE FURRED i ' - - - - - - - - - - - - - - - ,� OUT TO ALIGN WITH THE MASONRY WALLS BELOW. AHU 23'-0" ' mN. i t i ' 1 FRONT PORCH ROOF BELOW � I 4'-0" i, 31'-4" (- 1 41-0t1 SECOND STORY FLOOR FLAN THE DESIGN PRESSURE RATINGS ARE LISTED BY EACH OPENING. THE WINDOW AND DOORS USED MUST MEET OR EXCEED THESE POSITIVE AND NEGATIVE PRESSURES. ALL SH25e WINDOWS MEET EGRESS. cv a) DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5521 FEMAIL. P O BOX 1325 SAN ANTONIO FLA. 33516 leS06-sembarclmail.com OMES AND BARNS J05 NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEIOH I'RHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 2'52 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3801 SF �V DAVID W. SMITH e L T ••�,�CE"SF°'`s'�r''r ��- °° FLORIDA LIC,* 53608 No. 53608 ® °o x 352-521-0865 OFFICE 352-521-08rol FAX, ® STATE o °° c� ► • 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 \ p It,, I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH i� ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION, DAVID W. SMITH, MS, PE. LIC,* 53606 ....1,111 - - - - - - - - �- - -- - DATE SCALE: 1 /4 1= 1-011 PAGE i L — — — — J L 2 -8' I{/ OUTSIDE I CLOSET CEILING / CENTRAL . - - - - - - VACUUM I SYSTEM I AHU I I I REAR PORCH \ l IfJ LfJ ppII---------- IT\ SX4X4 j ELEttTR � �fCXTOx6 - - - - - - - - - I I EL crRIC1f DRYER WATER TIEATE `\ IOOCFM WALK-IN CLOSET *3 r' , _ I p� ® 30" ELECTRIC RANGE ELECTRIC WASHER\ Q I 12xbx1Lu ` I i Q q 1 / l0'-1 v2 , \ X CEILING \ �1� N I ram' I1 LAUNDRY TUB l I i Lu Lu ? ELEC. ,' PANEL; i 1 111 O i a . i l IIN ® Q MUD ROOM I 1u a / CV loxlox6 i' ` ,' - m ' 10'-1 1/2" CEILING ,1 2 -8 1oocFM I KITCHEN BATHROOM > \ 10'-1 1/2" CEILING I� I - 3 LL LL 2 X \ 10'-I 1/2" CEILING ,' i i t 01 \ '\ 6 ®X r- _ mano - ---------------LINE OF LOFT A50VE --------------------------- _ \ / I HALF .� 1 `\ ® 2-811 ® 0 :IQ,� BATH I ---------- 1 n " I ♦ LJ 10'-1 1/2" CEILING \ \ _ _ _ _ _ _ _ _ _ _ \ \ 12x6x1 150GFM 12x6x1 150CFM ------------ ) FBI x0 I / \ � !n dw SOFFITT OUTLETS /---------- \\ FLOOR OUTLET ' ---------- \ r a \\ II ---------- I I I ---------- yj FAMILY ROOM ' BEDROOM #2 - - - - - - - - - - FLOOR OUTLET VAULTED CEILING ' 10'-1 1/2" CEILING 12x6x1 / 150CFM SWITCH FOR SOFFITT OUTLETS SOFFITT OUTLETS I \ / FRONT PORCH INT ERIOR RIDGE I I I I � I � I I I I I � � 1 I 1 � ----------------------- -®-- - -------------- RAILING POST AC REQUIRED 4 1/2 TONS 54000 BTUS 1800 CFM 1) THE DUCT WORK, ALL FLEX RUNS AND DUCT RUNS COULD CHANGE DUE TO THE FRAMING OF THE HOUSE AND THE ROOF TRUSSES WEB DESIGNS. THE DUCTS ARE NOT SHOWN FOR THIS REASON. 2) THE FIRST NUMBERS BY THE GRILL ARE THE SIZE OF THE VENT AND THE LAST NUMBER BY THE GRILL IS THE DUCT SIZE. 3) IN ORDER FOR THE AC SYSTEM TO WORK EFFICIENTLY THE CONTRACTOR WILL NEED TO HAVE 6"x12" PASS THROUGH VENTS ABOVE ALL DOORS OR INSTALL INDIVIDUAL RETURNS IN EACH ROOM. 4) ONLY HEATING IS REQUIRED 5) THE HVAC CONTRACTOR WILL DETERMINE IF ONE UNIT OR TWO WILL BE REQUIRED AFTER THE HOUSE IS FRAMED. THERE ARE 2 LOCATIONS PROVIDED FOR THE AHU, -®-- ------------------------- RAILING POST MAIN ELECTRICAL PLAN J SOFFITT OUTLETS ATTIC SPACE STORAGE SECOND STORY PORCH 9'4' CEILING VAULTED CEILING I , --- CEILING HEIGHT , 51�11 I I \ I IIMM F lOxlOx6 12x6x1 12x6x1 IOOCFM \ 150GFM 12x6x1 \ - - -� 150GFM V /DINING ROOM I10'-1 1/2" CEILING 3'46" x 4'-21,2" SW 24 bw SOFFITT OUTLETS DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5&21 R. S. HANLEY P o BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: haniey06lvembargmail.com CUSTOM HOMES AND BARNS ATTIC SPACE -------------------------------- VAULTED CEILING -------------------- WALK-IN CLOSET 1 rl 9'-O" CEILING 12x6x1 150CFM 1 / N 1 '---------- I/ VAULTED CEILING - I --'- - - - -- --------------------- LOFT b ---------------------I V-411 MASTER BEDROOM \ r' I t I i i / CATHEDRAL CEILING / - I I SITTING AREA \ I I \ lo'-o" CEILING VAULTED CEILING STORAGE r CJ `-/ U� 2-X-�y -� LL I1Oxlox6 OOC� 4260MASTER —K'- Cr VAUL CEIl_- ro N 2'-6" I I ---`\ I i WALK-IN ' I - - - - - - \MASTER -- ----- -- CLOSET ' I } ' T I I --------- 8x4x4 -- 50CFM ' ------ 9'-O" CEILING - - - - - - - - ---------- T- VAULTED ; - CEILING --------- ---------- CATHEDRAL CEILING RAILING OPEN TO BELOW FAMILY ROOM VAULTED CEILING ll ATTIC ACCESS I ----------- ----------- ALL ATTIC SPACES REQUIRE ACCESS - WITH A LIGHT, ATTIC SPACE AHU I I I ------------------------------------------------------------------- I I I (_ ELECTRICAL COUNT SYMBOL CEILING FANS AND LIGHTS 12 6 IN CAN LIGHTS 38 EXTERIOR WALL LIGHTS 6 HALF BATH WALL LIGHT 1 CABLE 5 RG6 CARBON MONOXIDE DETECTORS 2 EXFAN 4 FLOOROUTLET 2 FLOOR OUTLET SOFFITT OUTLETS 4 &A SOFFITT OUTLETS CEILING LIGHTS 16 r�} 110 WALL OUTLETS 49 220 WALL OUTLETS Z GFI OUTLETS 28 6GR SMOKE DETECTORS I SINGLE SWITCHES 54 3 WAY SWITCHES 24 $s VANITY LIGHT BARS 4 0 0 0 1 I I I I I I I I I I I I I 1 I I I FRONT PORCH ROOF BELOW I I I I I I I I I I I I I I 1 I I 1 1 I 1 I I I I I 1 I I I I I I I I I I I I I , , I I 1 I I I I '------' SECOND STORY ELECTRICAL PLAN ELECTRICAL ICAL NOTES 1) ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS. 2) ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, EXTERIOR AREAS, ABOVE COUNTER HEIGHTS AND WITHIN 6'-O" OF SINKS SHALL BE GFI GROUND FAULT INTERRUPTER) 3) ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AR" CIRCUIT. 4) SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLWAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS . THE DETECTORS MUST BE HARDWIRED AND ALL DETECTORS ARE REQUIRED TO ALARM ONCE ONE HAS DETECTED SMOKE IN ANY SECTION OF THE RESIDENCE. 5) PROVIDE AN OUTLET AND LIGHT WITHIN REACH OF EVERY ATTIC ACCESS AREA FOR ANY FUTURE SERVICE IN THE ATTIC AREA. 6) PROVIDE CARBON MONOXIDE DETECTORS WITHIN 10',I9T �4 OF ALL BEDROOMS. �," \ ee.. ee s, ® A No.535o » e e � STORAGE JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEPHYRHILLS, FLORIDA 33540 MAIN FLOOR LIVING ,AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3801 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-05r'ol FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 201-7 FLORIDA BUILDING CODE 6th EDITION. DAVID W. SMITH, MS. PE. LIC,* 53608 DATE SCALE: 3/28/ 18 1 /4 11= 1-011 PAGE & - 1 -- ------------------------------------------- -------------------- I ' CONCRETE i i LANDING: I - -- ALL EXTERIOR STAIR LANDINGS WILL HAVE THICKENED EDGES. -------------------------------------- -------------------------- - _ (f� 1 ---------, - - - - - - - - - - - - - - - - O GONCR ' LANDINGG i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I �ONCRETg I I S l I ' I ' LANDING: -.n REAR PORCH I --------- <i o� A 24" x 12" x 16" CONCRETE BEARING PAD � I Q� IS REQUIRED UNDER THE FIREPLACE OF THE I I SECOND STORY WITH A 05 REBAR MAT WITH - i RODS 6" OC IN BOTH DIRECTIONS ON ROD ^cj CHAIRS. DEPTH INCLUDES SLAB. (2) SH 25e 1 6'-2%" x 5'-3" I -- -- --------------------- ------------------ DRYER PENT , 2_QII ��4" 31 ^II I I I I I T ,--�, --6r_OTi------'-- ---- r,tt ------------#-----I--------------- r—},------------- ----- ------------------------- 30'------, 4 A m I ELECTRIC DRYER , _ I I l OUTSIDE I � - -I-I �� I_`ry ELECTRIC - - WATER HEATER Q I� r — 1 III KITCHEN I I CLOSET i ICI _, I 1 1— I ELECTRIC WASHER 1 ` i)II I O DRAIN FOR AHU I , ' I , _ ' L. =.JJ I , , 1N THE SLAB (P \ti AHU' m ' Irr —11 MUD ROOM 24° DISHWASHER ' I I_1 1 , II I r— =I ----_ _-_------------, I r(-' I LAUNDRY TUBcm I- I a OI C - - ISLAND I - - - - 5 -8 3 -10 4'-2 i s I X, ,> 1 of = 1 ` - - - - - - - - - - - - - - - - - - - - - - - - - - ---SCORNER '-4%n c3'-O" 14'-93/4n 1 __— 2x& WALL SINK - Z HALF I II 26 -2 I I i q _ L 12" x 24" FOOTER WITH BATH 4 = I_---- BATH I' (3) "5 REBARS Co - - - - - -, INDICATES STACKED BEARINGS 1------------------------------, �' r --------------------- - i 4260 I �1 * �� I o �' �Q 30" SQUARE x 16" DEEP BEARING i -X L►! 1`\; '�° I -- , - - - - -- - - .......... - - - - - ' 1 ' PAD WITH A •5 REBAR MAT WITH I' O (V X cif ; ; I - _ \� RODS 6" OC IN BOTH DIRECTIONS. t-__- __----L----- --- -_ __LI--------J I v "� i i\ I I " _ - �, m i i - - - - -' DEPTH INCLUDES SLAB. 3'-116 x 4'-2%4" 1 NO - �- �- 2 -------------- - m SH 24 1 _ -------------------------, m x N 1 cc`1v---------------- II II ' nl 4'-2" 18'-25/6" x 4'-2V �`t M46" SH 24 TEMPERED Q' _ * I -1I I W _ - MMw i 30" SQUARE x 16" DEEP BEARING cvl 0 ' y i PAD WITH A *5 REBAR MAT WITH I • ' RODS 6" OC IN BOTH DIRECTIONS. ' CIO DEPTH INCLUDES SLAB. , I I I �--,-,---, I I i 2,-811 j �n d1 I X M 16'-4" 23'-0" 1 i �t ------------- 1 I I I I ' I I -- -T r---------- ----------------------- ----- I I 6'-2�all x g'-3" 6'-2% x 5'-3(2) 7Z)OWN AT ------------ STEP SH 25e(2) SH 25e I , 54" SQUARE x 96" X 20" DEEP BEARINGS A CONCRETE ENCASED LIFER ELECTRODE IS ' PAD FOR THE MASONRY FIREPLACE WITH 11'" 8'--f" 11'-41/2 A *5 REBAR MAT WITH RODS ro" OC IN BOTH REQUIRED AND MUST BE INSPECTED PRIOR DIRECTIONS, TO CONCRETE PLACEMENT IN THE FOOTERS. 2'-0" 16" SQUARE MASONRY COLUMN BASE - WITH (4) 05 REBARS POURED SOLID WITH CONCRETE. ---------RAILING POST _______________J _______-' -- _ ---- _----RAILINCsPOST_______-' � ' I Sxi6 FOOTER------------- Sx16 FOOTER I (10 I I I I THE STEMWALL IS TO BE BUILT OUT i i CONCRETE i ALL EXTERIOR STAIR LANDINGS 'I UNDER THE COLUMN BASES FROM i ; LANDINGS ; WILL HAVE THICKENED EDGES. 1 THE FOOTER UP. ' I I (1) *5 REBAR IN THICKENED EDGE 4" SLAB ------------ -------- 4 1211 ,' --- SII 6X6 10/10 WIRE MESH 4� 811 6 MIL V15QUEEN VAPOR BARRIER 1211 THICKENED EDGE EXTERIOR STAIRS LANDINGS FOUNDATION ,AND PLUMBING LAYOUT PLAN ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI, ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN *5. DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R, S. HANLEY P 0 BOX 1325 SAN ANTONIO FLA, 33516 EMAIL. hanley0rolvembarclmail.com CUSTOM HOMES AND BARNS FOUNDATION AND SLAB 1) THE FOUNDATION UNDER THE MAIN HOUSE LIVING AREA AND THE REAR PORCH WILL BE A CONTINUOUS 1211x24" FOOTER WITH (3) *5 REBARS AND THE FOOTER UNDER THE FRONT PORCH WILL BE 8 11 x 16" 3000 PSI FOOTER WITH (2) *5 HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, THE RODS WILL BE TIED TO THE CHAIRS, THE MIN LAP FOR Is 25" AND ALL LAPS WILL BE TIED. 2) A 4" / 3000 PSI CONCRETE SLAB OVER (oxh 10/10 WIRE MESH AND A fo MIL.VISQUEEN VAPOR BARRIER. THE SOIL WILL BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED. 3) THIS FOUNDATION Is BASED ON A 2000 PSF SOIL BEARING CAPACITY, 4) FIBERMESH CONCRETE MAY BE USED WITH WIRE MESH, 5) THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. THE SLAB SHALL BE PLACED OVER A &MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 6) REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 2511 FOR *5 REBAR, 30" FOR *6 REBAR AND 35" FOR *-1 REBAR. SOIL BEARING CAPACITY THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.s.F.(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING. FILLED CELLS 8 THIS SYMBOL INDICATES THE APPROX LOCATION OF THE FILLED CELLS IN THE MASONRY WALLS. THE FILLED CELLS WILL HAVE A CONTINUOUS *5 REBAR FROM THE FOOTER TO THE TOP COURSE LINTEL OF THE 10'-0" TALL HOUSE WALLS, ALL RODS WILL BE TIED WITH A MIN LAP OF 25", ALL FILLED CELLS WILL BE POURED SOLID WITH 3000 PSI CONCRETE, THE MAX OC SPACING Is 48" IN THE 10'-0" HOUSE WALLS AND -112" OC IN THE CELLS THAT ARE IN THE STEMWALL ONLY, PLUMBING NOTES ll THE MAIN DRAINS AND THE DRAINS FROM THE TOILETS WILL ALL BE 3" DIAMETER. 2) THE DRAINS FROM THE SINKS, TUB, SHOWER AND THE WASHING MACHINE WILL ALL BE 2" DIAMETER. 3) THE PLUMBING CONTRACTOR WILL DETERMINE THE LOCATION AND QUANTITY OF VENTS NEEDED FOR THE SYSTEM, T�,� �� d s•B ®uvvanga l�'� '��pr Q No.53 0 ^Q e S TE • � 9 JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEf=H I'RHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREAL SECOND FLOOR LIVING AREA FRONT PORCH REAR PORCH SECOND STORY PORCH OUTSIDE CLOSET TOTAL UNDER ROOF 1644 SF 1060 SF 251 SF 504 SF 292 SF SO SF 3501 SF DAV ID W. SMITH, MS. pE' FLORIDA LIC.* 53ro08 352-521-0865 OFFICE 352-521-08rol FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 201-1 FLORIDA BUILDING CODE 6th EDITION, DAVID W, SMITH, MS. PE, LIC,* 53606 SECOND STORY PORCH DATA SCALE: II }_�� 3/28/18 1/4 = 1-O FIREPLACE FLOOR FRAMING THERE ARE 2 PLY 16" DEEP 2.OE GP LVL LAM BEAMS UNDER THE SECOND STORY PRE-FAB FIREPLACE TO CARRY THE LOAD OF THE STONE ON THE EXTERIOR CHIMNEY. THE INTERIOR FINISH ON THE FIREPLACE WILL BE A MANUFACTURED LITE WEIGHT STONE. THE LVL LAM BEAMS ARE RATED AT 3149 POUND PLF. l l'-411 i l'-ro3/4" 2x12 *2 PT SOUTHERN YELLOW PINE FLOOR JOISTS 16" OC WITH 1/2" PT DECKING. SLOPE THE PORCH AWAY FROM THE MAIN HOUSE AND USE DECKRITE WATER PROOFING SYSTEM FOR THE PORCH FLOOR OR SOMETHING EQUAL. 54'-0" 31'-411 OUTSIDE OF SECOND STORY PORCH _7'401/2 11 mm im 11'-64' 11 THE MONO TRUSSES, MONO GABLE GIRDER AND CENTER LINE OF 6x6 POSTS THE REAR COVERED PORCH HEADERS WILL ALL BE DBL 2x12 *2 SYP THE MONO GIRDER WILL BE ATTACHED TO THE NOTCHED INTO THE SIDE OF THE 6x6 POSTS AND FASTENED TO THE HEADERS WITH SIMPSON H2.5A HURRICANE TIES. POSTS WITH (2) 1/2" LAG BOLTS NUTS AND WASHERS. THE SIDE HEADERS WILL BE ATTACHED TO THE BACK OF THE POST WITH A SIMPSON HUC210-2Z. -- ---- - --- ----- ----- --- -------------------------------------------------------------------------------------------- -- ----- ----- -- ----- ---- --, I I mg---- ----- ----- ----- -- --- --- --- --- - - --- --- --- - --- --- --- --- - - -- --- - - --- --- --- --- --- - -- ----- ----- ----- --- ' ' HUG210-2Z - - - NUC210-2Z , I if Fill w w ' � I ui -� ZILL 2x12 02 SYP FLOOR JOISTS 16" OC WITH A SLOPE IN THE TOP TO THE OUTSIDE OF THE PORCH Q W I FLAT &RDER O O O O FLAT GIRDER U1l � m� O Z u U ' z m�� O � Sl V I I I (V N I I I I x ACKED BEARINGcl U z z SYSTEM 42 FLOOR TRUSSES 16" OC 0 I I I I I ` ~ AC CHASE AS LARGE AS POSSIBLE A 0 � Z I ---E}-- -------------------------------------------- ----------- =- ---------------------------------------------0 Q ------------- ---- -- - d 1; tu m 0 O I U! I ' 11)13 W 7 W I I �� F O� - i QIV (k Q a I N v Q r- I 14'-1" 5'-8V2if 3-10112 4'-2" 26'-211 Q 4 1/2"x 3 1/2" ' 2.OE 16" 2 PLY GF` LVL LAM BEAM SACKED BEARING - FLOOR LOADING ONLY H ' — -------- --- -------- ' 3 PLY 2.OE 16" 2 PLY CAP LVL LAM SEAM (FLOOR LOAD ONLY) I <t - N =n i - - - - - - - - - STACKED BEARING u _ LINE OF LOFT ABOVE 4 1/2 x 5 1/2 ---------------------� ATTACHED THE LVL TO THE - ctl At - - - - - - - - - - STACKED BEARINCa ATTACHED TO THE SLAB WITH TOP OF THE MASONRY WALL = WITH A SIMPSON AN NTT4 Q N i _ - - - - _ _ _ _ _ SIMPSON NTT4 TENSION TIES' I , TENSION TIE AND 5/81' x 8" - AND 5/8" x 12" J-BOLTS. ' J-BOLT. AG CHASE AS LARGE AS POSSIBLE 1,-011 ' - - - - - -------------- I At _ j - 1 - - - - I - \ BALLOON FRAME ALL WALLS NEXT TO VAULTED OR Ql SYSTEM 42 FLOOR TRUSSES 16" OC .' _ _ _ _ _ _ ; _ CATHEDRAL CEILINGS WITH 2x6 02 SPRUCE 16"OC. UP 1 TO THE UNDERSIDE OF THE ROOF SHEATHING, 3 13 ' - - _ _ _ - - i - ATTACH THE FRAME WALLS TO THE MASONRY FIREPLACE 0 - _ _ _ _ _ _ _ WITH SIMPSON TITEN MASONRY SCREWS 4" FROM THE ; 'IF' TOP AND 50TTOM AND NO MORE THAN 16" OC. FLAT GIRDER STACKED BEARING ' ATTACHED TO THE SLAB WITH - - - - J 2x8 FLOOR JOISTS 24" OC SIMPSON HTT4 TENSION TIES ' AND 5/5" x 12" J-BOLTS. ' FRAME THE 2x6 CABLE WALL WITH THE STUDS STARTED I i WITH AN ODD SPACE TO NOT INTERFERE WITH THE SPACINGS � OF THE GREAT ROOM ROOF TRUSSES. ' 0 ' AI HANDLER LOCATION ; 2 j'-0" NVil I I �74 ' ' I -� - , r INTERIOR RIDGE . I i TRIPLE 2x12 RIDGE BEAM I I THE FLOOR JOISTS WILL BEAR d; ; 2x8.2 SYP RAFTERS 16" OC. 2x8 »2 SYP RAFTERS 16" OC. ; :w TR INDICATES THE APPROX p ON SIMPSON LU26 U HANGERS � 1 LOCATION OF THE 1/2" THREADED S�l' ATTACHED TO THE BOTTOM CHORD A; ; THE 1 IS HEADER OVER THE CENTER PORCH POSTS A SINGLE 2x12 AND A 3 PLY 11 1/4" 2.OE GP ; :� RODS FOR THE UPLIFT CONNECTIONS � OF THE ENGINEERED FLAT GIRDER. Q; LVL LAM BEAM. ;Q ON THE FRAME WALLS. I I I I DBL 2x12 HEADER ---- i DBL 2x12 HEADER 11 j I-L i RAILING POST RAIONG POST I i THE FRONT PORCH GABLE FRAMING WILL BE MADE OF TRIPLE 2x12 RIDGE BEAM THE FRONT PORCH BEARING POSTS WILL BE 8x8 *2 PT SYP AND THE (3) 2 PLY 2x12 *2 SYP RAFTERS, (3) 2 PLY 2x6 *2 SYP AND 2x8 RAFTERS 1(o" OC, RAILING POSTS WILL BE 6x6. THE BEARING POSTS WILL BE ATTACHED DIAGONALS AND A 6x8 *2 SYP CENTER POST. TO THE TOP OF THE COLUMN BASE WITH (2) SIMPSON HETA20 EMBEDDED THE ROUGH FRAMING WILL BE COVERED WITH Ix ROUGH STRAPS WITH A MIN OF 4" EMBEDDMENT INTO THE MASONRY BASE. SAWN MATERIAL. 11'-4!/2" 8'--f" 11'-4 THE RAIL POSTS WILL BE SET IN SIMPSON ABUro6Z POST BASE. !gym 1-4 11 THE HEADERS FOR THE FRONT PORCH WILL SET ON TOP OF THE POSTS AND BE FASTENED TO THE INTERIOR POSTS WITH (2) 20" CS16Z FLAT STRAPS AND TO THE CORNER POSTS WITH (4) STRAPS. WHERE THE HEADERS MEET THE MASONRY WALLS USE SIMPSON HUC210-2Z HANGERS. 31'-4" 3S'-411 54'-0" MAIN FLOOR ROOF AND FLOOR FRAMING PLAN THE CENTER POST THAT SUPPORTS THE RIDGE BEAM WILL BE FASTNED TO THE TOP OF THE HEADER WITH (4) SIMPSON H2.5A HURRICANE TIES. THE (4) PLY STACKED BEARING POST ON THE MASONRY WALL WILL BE FASTENED TO THE TOP PLATE OF THE WALL WITH (2) SIMPSON DSP STUD PLATE TIES. THE RIDGE BEAM WILL BE ATTACHED TO THE TOP OF THE POSTS WITH (2) SIMPSON Hto HURRICANE TIES EACH END. sm -1'-411 THE RAFTERS WILL BE CONNECTED TO THE HEADERS FOR UPLIFT USING SIMPSON H2.5A HURRICANE TIES AND TO THE RIDGE BEAM WITH SIMPSON LSSU28 SLOPED HANGERS. DESIGN SERVICES INC. MOBILE/ OFFICE 352-20645821 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanleyOro-membargmail.ccm CUSTOM HOMES AND BARNS 16" SYM 42F FLOOR TRUSSES W' OC, 2x4 RIBBON BOARD INTERIOR BEARING PRE-ENGINEERED FLOOR TRUSSES 1(o"OC 16" DEPTH TOP CHORD LIVE LOAD 40.0 PSF TOP CHORD DEAD LOAD 10.0 PSF BOTTOM CHORD DEAD LOAD 5.0 PSF DURATION FACTOR OR 1,00 • e No.5360 STAT � s _ / 10 • 46 i • �14. 14 J05 NAME and ,ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEPHYRHILLS, FLORIDA 33840 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND 5TORY PORCH 292 5F OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3801 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC,* 53608 352-521-0865 OFFICE 352-521-086l FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH A8CE 1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION. 0 DAVID W. SMITH, MS, PE, LIC,* 53ro08 DATE SCALE: 8 3/28/18 1/4 = 1-OII PAGE - 1 0� A* cV I tQ m 1 cv N O _1 _I N !.Q 1 cn ATTACH THE 1 WALLS WITH S AND SIMPSOT THERE IS ONL 1 cv TR - THE O COr mm I1'-6514" 10'-5i4" 54'-011 31'-4" 10'-5%4" us I V-6514" COVER THE OUTSIDE OF THE PORCH WALLS WITH SWEATING, TYVEK WHOLE HOUSE WRAP USE (2) SIMPSON C816Z FLAT STRAPS FOR THE UPLIFT CONNECTION ON EACH OF THE OUTSIDE AND THE FINISHED SIDING. THE SHEATHING WILL GO FROM THE BOTTOM CHORD OF THE PORCH POSTS, THE STRAPS AT THE FLOOR WILL BE 44" LONG WITH 13" END LENGTHS (26) 8d I---------------------------------------- FLAT GIRDERS TO THE TOP OF THE FRAME WALL. COMMONS NAILS ARE REQUIRED EQUALLY SPLIT INTO --------------------------------------------------------------------------------------------------- EACH END LENGTH. I I STRUCTURAL GABLE END I ONLY BEARINGS AT THE HEELrA I ATTIC SPACE I DBL 2x12 *2 SYP HEADER OVER THE PORCH OPENINGS. THE INTERIOR I ATTIC SPACE , SEE MAIN FLOOR FRAMING PORCH POSTS ONLY CARRY THE LOAD OF THE HEADER NO ROOF LOADING. SEE MAIN FLOOR FRAMING I 11-411 i THE PORCH TRUSSES WILL BE FASTENED 1'-4" I I TO THE FRAME WALLS WITH SIMPSON H2,5A USE (3) SIMPSON H6 HURRICANE TIES FOR THE UPLIFT ' I HURRICANE TIES. CONNECTION ON EACH OF THE OUTSIDE PORCH WALLS, I , ATTACH THIS WALL TO THE FLAT i THE TIES WILL BE NAILED INTO THE 2x6 TOP CHORD OF : PRE ENGINEERED ROOF TRUSSES 24" IC ATTACH THIS WALL TO THE FLAT I GIRDER WITH CS16Z FLAT STRAPS I 'NO THE FLAT GIRDER AND THE SIDE OF THE THE STUDS. GIRDER WITH CS16Z FLAT STRAPS MORE THAN 32" OC. ; SPACE TIES EQUALLY +/- IN THE WALL LENGTH. TIE THE DBL 2x8 OR TRIPLE 2x6 HEADERS ; NO MORE THAN 32" OC. ' I SAME STUDS TO THE TOP PLATES WITH SIMPSON" TSP OVER THE 5'-4" DOOR OPENINGS I _ I STUD PLATE TIES. I OR ANY SECOND STORY OPENING c NOT SPECIFIED. m\`r r N VAULT CEILING -, VAULTED CEILING - - - - - - - -I - - - - - - - - - -- 12" CEI NG HEI HT TR TR TR TR ' TR '-4 TR TR TR I tl` t- : , � 1'-1011 I I - 5'-4" - - ---- , - - --- - - - 2x8 RAFTERS : I i Q COLLAR TIES 24" OC I z i z 2x12 RIDGE BOARD 2x8 RAFTERS AND lu `�- - - --- - - ----- w tu COLLAR TIES 24"OC I : Q i 4 6/12 VALLEY TRUSSES m z i I V' I ON 10/12 ROOF TRUSSES l7 9'-O" CEILING r I 4 i BLE RACE � I i U i ' U I N _ ' _ GABL BRACE I w i GABLE BR G INTERIOR RIDGELINE — — — — — GA E BRACE N VAULTED CEILING — — — — — 1— —�/ - — — — — — — — — I— I z NAIL THE COLLAR TIES O TO THE RAFTERS WITH ' ' I_ CATHEDRAL CEILING (5) IOd GALV COMMONS W EACH END, : 10'-0" CEILING i r USE (2) SIMPSON C616Z FLAT STRAPS FOR THE UPLIFT CONNECTION ON EACH OF THE STORAGE - - - - - - - - - - - - - - - - - - - - _ ----- ---- ----- ----- (3) STACKED BEARINGS ON EACH SIDE OF THE STAIRS. THE STRAPS AT THE FLOOR ---------------------------------------------------------------------- I ' WILL BE 48" LONG WITH 13" END LENGTHS (26) 8d COMMONS NAILS ARE REQUIRED EXTER ------------- OR RIDGELINE I EQUALLY SPLIT INTO EACH END LENGTH. THE STRAPS AT THE ROOF LVL WILL BE 26" VAULTED CEILING WITH A 13" END LENGTH. THE SAME NAILING WILL BE USED. THE STRAPS WILL BE ' I I LOCATED ON THE OUTSIDE OF THE WALL ON THE KITCHEN SIDE. : R' GA LE B CE j GA E BRACE (X I I } — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ~ TR TR 231-811 2.OE 16 2 PLY GP LVL LAM BEAM (ROOF LOAD ONLY) +- 3 POINT BEARING ' ' ' STD GE I , I I � 4'-211 18-1011 : 1 a : I I I Z I I I , I O 2x8 RAFTERS 24" OC O 23'-011 ' -A I I , t i I I TR TR -- ----- ----- ----- I ROOF FRAMING TO THE FRAME i 16 —4 ` `. VAULTED CEILING 10 ' MPSON H2.5A HURRICANE TIES I H3 HURRICANE LIES WHERE i Qom' Y A SINGLE TOP PLATE. , ATTIC ACCESS ,' + \ ATTIC SPACE I - � I- SEE MAIN FLOOR FRAMINGUJ � " OC- 2x8 RAFTERS 24lu I I O t o �' O , •� , 4 I I - - t - - I - - - - ` . ' a l I 10/12 VALLEY TRUSSES p ON 10/12 ROOF TRUSSES ` - - - ' ------------ ---- ------ ---- ---------- ------- , --�-- --- - ---- ---," m I ' TR TR TR TR I TR TR TR TR : i 2x6 *2 SPRUCE WALL TO :MATCH SLOPE OF ROOF \ - I I , INDICATES THE APPROX LOCATION OF I I , I 1/2" THREADED RODS FOR THE UPLIFT I I I ' , NECTIONS ON THE FRAME WALLS. I I I I I I I I ' I I I -------------------------------------------------- FRONT PORCH:ROOF BELOW I , I I I I I I I I I , , , , , , , I I , , I -------------------------------------------------- '1'-4 11 sm 31'-4" SECOND STORM' FLOOR PLAN ROOF TRUSS AND CONVENTIONAL FRAMING NOTES: 1) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. 2) VERT WEBS ARE REQUIRED AT THE GABLE BRACING LOCATIONS. THE GABLE BRACES ARE AT THE EXTERIOR RIDGE AND APPROX 1'-0" OC, DOWN FROM THE RIDGE ON BOTH SIDES. 3) ALL TRUSS TO TRUSS CONNECTIONS WILL BE FURNISHED BY THE TRUSS COMPANY. 4) 2x BLOCKING WILL BE REQUIRED UNDER THE EDGE OF THE VALLEY SHEATHING WHERE IT INTERSECTS WITH THE MAIN ROOF AND THE VALLEY RAFTERS WILL REQUIRE 2x BLOCKING FOR BEARING UNDER THE MAIN ROOF SHEATHING. • PRE - ENGINEERED ROOF TRUSSES 24" OC MAXIMUM SPACING TC LL 20.0 PSF TC DL Z.O PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAL LOAD. 31.0 PSF DUR.FAC, 1,25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD RAFTER LOADING 20 PSF LIVE LOAD 15 PSF DEAD LOAD 240 DEFLECTION 1'-411 AA i vo \`r N _I 1q I c!1 1� DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-582"1 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA, 335-16 EMAIL: harlley06-membarclmail.com CUSTOM HOMES AND BARNS MIN 2X6 #2 PINE TOP CHORD X-CROSS BRACING MIN' OF (2) 12d COMMONS PER TRUSS JOINT BOTTOM CHORD AND X-JOINT X-BRACING MIN 1X4 20 -O OC MAX. CONTINUOUS #2 PINE TRUSS BRACING X-5RACING DETAIL NAIL THE 2X6 MEMBERS OF THE X-GROSS BRACING INTO THE VERTICLE WEBS OF THE ROOF TRUSSES WITH (2) 12d GALV. COMMONS. 2X4 BLOCKING NAILED BETWEEN (4) TRUSSES IN FROM THE GABLE END THE TRUSSES AT THE TOP WITH (2) 12d COMMONS EACH END, ,'�'2X4 8'-O" STRING DBL 2X HEADER OR FRAME WALL THE TRUSS COMPANY WILL BE REQUIRED TO PLACE VERT. WEBS AT THE GABLE EXTE BRACING LOCATIONS. 2X4 DIAGONAL X-BRACE NAILED rO THE VERT WEBS WITH (2) 12d GALV. :�OMMONS AND INTO THE TOP AND BOTTOM OF THE COMMON TRUSS 4ND THE GABLE END. 2" MAX OH WITHOUT OUTLOOKERS 24" MAX WITH OUTLOOKERS AND SIMPSON H3 HURRICANE TIES 210R WALL, COLUMN OR POST GA5LE 5RACING DETAIL WOODEN HEADER SPLICE 0 0 0I I Q 9'� ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48" WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND NAILED WITH 126 GALV, COMMONS AT 12" OC IN (3) ROWS FOR HEADERS AND FLOOR BEAMS MADE OF 2x12, 2x10 AND 2x8. ALL OTHERS WILL BE NAILED IN (2) ROWS. NAIL EACH SIDE OF ALL SPLICES. 1/2" SPACERS ARE NOT REQUIRED. ALL ENGINEERED WOOD PRODUCTS ARE TO BE FURNISHED BY THE TRUSS MANUFACTURER. USE SIMPSON H2.5A HURRICANE TIES TO CONNECT ALL ROOF TRUSSES TO THE FRAME WALLS OR BEAMS UNLESS OTHERWISE SPECIFIED, JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEPHYRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1ro44 SF SECOND FLOOR LIVING AREA lOFoO SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORM' PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3801 SF DAVID W. SMITH, MS, PE. FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-0861 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION. DAVID W, SMITH, MS. PE, LIC.* 53605 52'4' DATE SCALE: 1I PAGE 9 3/20/10 1/4 = 1-O • 22'-4" TRIPLE 2x12 RIDGE BEAM " 48" SCAB NAILED EQUALLY TO THE RAFTER AND THE TRUSS WITH (8) IOd x 1 1/2„ FASTENERS AND 2x8 RAFTERS 16 OC, 2x6 GABLE WALL WItH STUDS 16" CC. VALLEY TRUSSES 24" OC, � I I 2X8 RAFTERS ATTIC 24OC. SPACE " ATTACH THE STUDS OF THE MASTER CLOSET - O WALL TO THE TOP CHORD OF THE FLAT GIRDER I WITH SIMPSON H2.5A HURRICANE TIES 32"OC, AND THE TOP PLATES OF THE WALL TO THE STUDS WITH SIMPSON SSP STUD PLATE TIES ; - - - - -',FLAT GIRDER 32 CC THE SAME STUDS. , , N2.5A LU26 i THE 2x6 RAFTERS OF THE ATTIC STORAGE AHU i WILL BEAR IN SIMPSON HU26 HANGERS AT O THE FRONT WALL. ' i cYl djj THE 2x6 FLOOR JOISTS OF THE ATTIC STORAGE LU26 WILL BEAR IN SIMPSON LU26 HANGERS AT 2X8 FLOOR JOISTS 24' OC, THE FLAT GIRDER. FRONT PORCH ATTIC SPACE mo MASTER CLOSET 12 6.'14 +/- I'-10" MASTER BEDROOM 22'-4" VALLEY TRUSSES 24" OC, 16" DEEP SYM 42 FLOOR TRUSSES 16" OC 3/4" STURDI FLOR TEG GLUED AND NAILED TO THE FLOOR FRAMING AC CHASE 1111 AC CHASE BEDROOM #2 b- N 35'-411 52'-8" PRE ENGINEERED ROOF TRUSSES 24" --- ----- ----- ----- ---- 8'-4" THE CEILINGS OF THE MAIN FLOOR MAY BE STRIPPED TO MAKE THE CEILING HEIGHT WORK WITH THE DRYWALL. MUD ROOM MASTER 5EDROOM / CLOSET GRO58 SECTION_ ALL ENGINEERED WOOD PRODUCTS ARE TO BE FURNISHED BY THE TRUSS MANUFACTURER. Lne On 22'-4" 52'4' ATTIC SPACE SLOPED COVERED DECK - REAR PORCH O � El I FM USE SIMPSON H2.5A HURRICANE TIES TO CONNECT ALL ROOF TRUSSES TO THE FRAME WALLS OR BEAMS UNLESS OTHERWISE SPECIFIED. 8'-0" I_ 18'—V" I, I6'-8" 22'-4" GREAT ROOM / LOFT / CLOSET CROSS SECTION 9'-4" Il m 511" cV 1 38" HANDRAIL OR KNEEWALL ON SECOND STORY PORCH ct) FINISHED GRADE No. 536 eaue .� C,••e• 0 e°,ems �.e �,. aeet•� a DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-5821 FHEMAIL. ANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 hanley06,9embarclmaiI.c0m STOM HOMES AND BARNS J05 NAME and ADDRESS JAMIE R GREWS 40134 CHANCEY ROAD ZE1•'HYR-IIL.L.S, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 101'00 SF FRONT FORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3501 SF DAV ID W. SMITH/ M5, FE, FLORIDA L.IC.* 536 08 352-521-0865 OFFICE 352-521-086-f FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE -1-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION. D VID W. SMITH, MS, FE. LIC.# 53600 DATA SCALE: �� PAGE 10 3/28/18 1/4 = 1-O C3'-411 22'-4" 22'-8" 52'-8" 22'-4" 12'-8" MASTER BEDROOM / CLOSET / SITTING ROOM CROSS SECTION ALL ENGINEERED WOOD PRODUCTS ARE TO BE FURNISHED BY THE TRUSS MANUFACTURER. i USE SIMPSON H2.5A HURRICANE TIES TO CONNECT ALL ROOF TRUSSES TO THE FRAME WALLS OR BEAMS UNLESS OTHERWISE SPECIFIED, STAIRS AND HANDRAILS 1) THE HANDRAILS AND STAIRS MUST MEET OR EXCEED THE BUILDING CODES OF THE AREA, 2) STAIRS HAVING 4 OR MORE RISERS ABOVE A FLOOR OR GROUND LEVEL SHALL HAVE HANDRAILS. 3) STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE. 4) THE MIN HEADROOM IN ALL PARTS OF A STAIRWAY SHALL NOT BE LESS THE 80". 5) THE MAX RISER HEIGHT SHALL BE 1 3/4", THE MIN TREAD DEPTH SHALL BE 10". HANDRAIL HEIGHT MEASURED VERTICALLY SHALL NOT EXCEED 38 INCHES OR LESS THAN 34" FROM THE TREAD. 6) THE HANDRAIL SHALL BE BUILT IN A WAY AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE BETWEEN THE BALASTERS. 1) THE STAIRS ARE REQUIRED TO HAVE A MIN. OF (3) 2x12 STRINGERS. THE STRINGERS ARE TO BE NOTCHED OVER A 2x6 02 PT BOTTOM PLATE AT THE FOOT OF THE STAIRS, THE PLATE IS TO BE FASTENED TO THE SLAB WITH SIMPSON 1/4" TITEN MASONRY SCREWS WITH AN EMBEDDMENT OF 1 1/2". THE STRINGERS AT THE HEAD OF THE STAIRS ARE TO BE ATTACHED TO THE FLOOR TRUSSES WITH SIMPSON LSSU210 FACE MOUNTED SLOPED U-HANGERS. HANDRAILS MAX DISTANCE BETWEEN BALISTERS 4" I I (1p"I MIN TREAD LENGTH 10" FLOOR HANDRAIL TRUSSES 34" TO 38" L55U210 -1 3/4 MAX RISER HEIGHT �� NTS NVIK 2x2 #2 SY PINE STRINGER 2x6 #2 PT BOTTOM PLATE UNDER STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIRS SURFACE AND ANY SOFFITTS PROTECTED ON THE ENCLOSED SIDE BY 1/2" GYSUM BOARD, DESIGN SERVICES INC. MOBILE/ OFFICE 352-20fo-5S21 R. 5, HANLEY P 0 BOX 1325 SAN ANTONIO FL.A. 335Vo EMAIL: hanley06aembargmai I.com CUSTOM HOMES AND BARNS FRAMING NOTES: 1) ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, SOIL OR THE WEATHER SHALL BE NO LESS THAN #2 PT SOUTHERN YELLOW PINE. 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE #2 SPRUCE OR SOUTHERN YELLOW PINE OR BETTER. THE MAS SPACING FOR ANY STUDS WILL BE 16" OC, THE EXTERIOR WALLS WILL BE COVERED WITH A SUB -LAYER OF 1/2" SHEATHING AND A VAPOR BARRIER OF TYVEiK WHOLE HOUSE WRAP AND SIDING. 3) THE SIMPSON PRODUCTS IN THIS PLAN MAY BE SUBSTITUTED WITH THOSE OF GREATER OR EQUAL VALUES. ALWAYS VERIFY THIS WITH THE PLANS DESIGNER, 4) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH -INS ARE TO BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. 5) ALL INTERIOR FRAME WALL DIMENSIONS ARE GIVEN TO THE CENTER OF THE WALL. UNLESS NOTED OTHERWISE. 6) ALL OF THE EXTERIOR WALL DIMENSIONS ARE GIVEN TO THE OUTSIDE FACE OF THE FRAME OR MASONRY WALLS THAT ALIGN WITH THE OUTSIDE FACE OF THE FOUNDATION. FRAME WALLS ARE HELD IN 1/2" SO THE EXTERIOR SUB -LAYER OF THE WALL SHEATHING WILL ALIGN WITH THE FOUNDATION. 1) ALL WOODEN HEADERS ARE TO BE NO LESS THAN A DBL 2X6 #2 SOUTHERN YELLOW PINE. SEE THE TRUSS LAYOUT FOR THE HEADERS REQUIRED, (1/2" SPACERS ARE NOT REQUIRED) 8) ALL FLOOR JOIST , RAFTERS AND STRUCTURAL BEAMS WILL BE NO LESS THAN 02 SOUTHERN YELLOW PINE LUMBER. 9) ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. VERT. WEBS ARE REQUIRED AT ALL GABLE BRACING LOCATIONS. 10) NAIL 2x BLOCKING BETWEEN THE ROOF TRUSSES IN ALL AREAS THAT A PLY -CLIP WONT WORK. Ill THE WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF ANY BUILDING SHALL HAVE A MIN. CLEARANCE OF 6" ABOVE THE FINISHED GRADE. 12) ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. 13) THE NOMINAL RAFTER LOADING WILL BE 20 PSF LIVE LOAD 15 PSF DEAD LOAD, 240 DEFLECTION. UNLESS NOTED OTHERWISE. 14) THE NOMINAL FLOOR JOIST LOADING WILL BE 40 PSF LIVE LOAD 10 PSF DEAD LOAD, 360 DEFLECTION. UNLESS NOTED OTHERWISE. METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION CRICKET AT TOP -SIDE OF CHIMNEY WALL SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY ACTION FLASHING GOES UP THE CHIMNEY FRAME WALLS 8" FLASHING LAPS METAL ROOFING 6 INCHES BASE FLASHING WRAPS CORNERS, EXTENDS OVER METAL ROOFING AT SIDES 6 INCHES AND LAPS AT BASE MIN, 6 INCHES FLASHING DETAILS / NOTES METAL ROOFING NTS JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEP1- YRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3&01 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC.# 53608 352-521-0865 OFFICE 352-521-086-f FAX, SSOS WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE loth EDITION. DAVID W. SMITH, MS. PE, LIC.# 53608 irrawo�r�i� a s DATE 3/28/18 No PAGE 11 SCALE MASONRY WALLS *1 CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE MINIMUM F'M OF 1500 P,S,I, *2 MORTAR SHALL CONFORM TO ASTMC -2-10 AND SHALL BE EITHER TYPE M OR S, *3 REINFORCING STEEL SHALL BE GAUGE 40 MINIMUM AND IDENTIFIED IN ACCORANCE WITH ASTMA-615.LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR 30" FOR *6 REBAR AND 36" FOR *'l REBAR. *4 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,S.I, ( WHEN TESTED PER ASTM C-1019) *5 PROVIDE CLEAN OUT OPENINGS (12 SQ IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, FINISHED GRADE 8"x24" COMPOSITE PRECAST LINTEL TOP COURSE LINTEL BLOCK POURED SOLID WITH 3000 PSI CONCRETE WITH (1) •5 CONT. REBAR PRE -CAST U-LINTELS POURED SOLID WITH 3000 PSI CONCRETE (U 05 REBAR REQUIRED a �- ALL MASONRY OPENINGS ON THIS JOB 8"44" COMPOSITE POWER BOX STEEL LINTEL TOP COURSE LINTEL BLOCK POURED SOLID WITH 3000 PSI CONCRETE WITH (1) 05 CONT. REBAR POWER BOX STEEL LINTEL POURED SOLID WITH 3000 PSI �NCRETE (U "5 REBAR REQUIRED — ALL MASONRY OPENINGS ON THIS JOB GALV-ALUM METAL ROOFING OVER AN APPROVE SELF ADHESIVE ROOFING UNDERLAYMENT 12 10 FRAME THE 2x6 GABLE WALL WITH THE TRIPLE 2x12 RIDGE BEAM STUDS STARTED WITH AN ODD SPACE AND 2x8 RAFTERS 16" OC, TO NOT INTERFERE WITH THE SPACING CONVENTIONAL FRAMED OF THE GREAT ROOM ROOF TRUSSES,, ATTIC SPACE --- - - ---- ---- ---- ---- ---- - ------ ------ ------ 2x6 GABLE WALL WITH STUDS iro OC, VALLEY TRUSSES 24" OC, PRE-ENG. WOOD TRUSSES 24" OC SPACING a a 12 JAMES HARDI SIDING Sx8 POSTS OVER THE MASONRY WALLS THE FOOTERS FOR THE FRONT PORCH FOUNDATION WILL BE A CONTINUOUS 8"x 16" 3000 PSI FOOTER WITH (2) *5 HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, THE RODS WILL BE TIED TO THE CHAIRS. THE MIN LAP FOR 18 25" AND ALL LAPS WILL BE TIED, 1/2" CEILING DRYWALL ON ALL INTERIOR CEILINGS 8"x24" COMPOSITE POWER STEEL LINTEL TOP COURSE LINTEL BLOCK POURED SOLID WITH 3000 PSI CONCRETE WITH (1) *5 CONT. REBAR POWER STEEL LINTEL AND LINTEL BLOCK POURED SOLID WITH 3000 PSI CONCRETE (U *5 REBAR REQUIRED I �— ALL MASONRY OPENINGS ON THIS JOB RECESS DOOR HEADER LABEL CLEAR SPAN TOTAL LENGTH DOOR SIZE p-1 2'-411 3'—Q 11 2'-011 D-2 2'-8" 4'-0" 2'-4" D-3 2'-10" 4'-2" 2'-6" D-4 3'-0 if 4'-4„ 2'-8" D-5 3'-4" 4'-8" 3'-0" D-ro 4'-4" 5 -8" 4'-0" D-1 5'-4 ' 6'-8" 5'-0" D-8 6'-4" 1'-8" 6'-0" D-9 8'-4" 9'-8" 8'-O" MAX, 1516 PLF ON MAX SPAN (1) *5 TOP COURSE ONLY THE ROOF SHEATHING WILL BE 1/2" CDX OR OSB NAILED TO THE ROOF TRUSSES WITH 8d GALV, COMMONS AT 6" OC IN ALL AREAS. USE 1/2" PLYWOOD CLIPS BETWEEN THE SHEETS AND BLOCKING WHERE PLYCLIPS WONT WORK. DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R. S, HANLEY P O BOX 1325 SAN ANTONIO FLA. 3351ro FEMAIL: Han Isy06-membarclmaII,com CUSTOM HOMES AND BARNS ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES, VERT WEBS ARE REQUIRED AT THE GABLE BRACING LOCATIONS ICYNENE INSULATION ATTIC VALLEY TRUSSES 24" OC, PRE ENGINEERED ROOF TRUSSES 24" OC. ICYNENE INSULATION WILL BE USED AS THE ATTIC ------ ---------- ---- SPACE l r AND WALL INSULATION. ICYNENE REQUIRES THAT THE ATTIC WILL NOT HAVE VENTILATION THRU THE SOFFITT OR THE RIDGE. THE HOUSE WILL HAVE TO 11 If 11 HAVE A FRESH AIR INTAKE VENT, WITH A DAMPER PRE-ENG, WOOD TRUSSES AS PER THE MECHANICAL CONTRACTOR. 24" OC SPACING a 12 a a i a a a ------------------------ - - - - - - ---- LOFT 2x8 RAFTERS AND HEADERS SIMPSON HURRICANE TIES COLLAR TIES 24" OC, SEE THE TRUSS LAYOUT PAGE OF THIS PLAN FOR CONNECTIONS THE MAIN HOUSE CEILING VARIES. 6x6 *2 PT POSTS SEE THE MAIN FLOOR PLAN, RAILING OR KNEEWALL OF THE LOFT 2X4 AND 2x6 *2 SPRUCE STUDS AT 16" OC WITH A DBL TOP PLATE ON ALL BEARING WALLS, 1/2" THREADED RODS FOR UPLIFT CONNECTIONS SEE THE TRUSS LAYOUT FOR THE APPROX LOCATIONS AC CHASE FLAT IRDER POURED 10'-0" TOP COURSE LINTEL BLOCKS WITH (1) *5 ROD TIED TO THE VERT RODS IN THE FILLED CELLS, POURED LINTELS AT 8'-0" OVER SOME OF THE WINDOW AND DOOR OPENINGS WITH (1) *5 REBAR TIED TO THE VERT FILLED CELL REBARS, 1/2" DRYWALL OVER IX FURRING STRIPS AND RIGID INSULATION R-5, DBL FURRING OR 2x AT THE TOP FOR DRAFTSTOPPING 12" 24" CLEAN, TREATED, COMPACT SOIL THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL - PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P,S,I, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR. ALL FLOOR TRUSSES WILL BE INSET FROM THE OUTSIDE WALLS 1/2" FOR THE SUB LAYER OF WALL SHEATHING, 2 x 6 *2 PT PLATE ATTACHED TO THE TOP OF THE MASONRY WALLS WITH 1/2" x 8" J-BOLTS AT 32" OC, BESIDE ALL OPENINGS, SPLICES AND 12" IN BOTH DIRECTIONS FROM THE CORNERS. FINISHED FLOORING -------------------- 12" 24" THE BOTTOM ON THE FOOTER WILL BE A MIN OF 12" INTO THE EXISTING UNDISTURBED GROUND A 4" / 3000 PSI CONCRETE SLAB OVER 6x6 10/10 WIRE MESH AND A 6 MIL.VISQUEEN VAPOR BARRIER WILL BE POURED FOR THIS HOUSE. THE SOIL WILL BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED. F15ERMESH CONCRETE MAY BE USED WITH WIRE MESH. SECOND STORY HANDRAIL ATTIC METAL OR ALUM. SPACE DRIP EAVE 0,024 MIN, PRE FINISHED FASCIA OVER 2X SUB -FASCIA NON- VENTED SOFFITT 6x6 POSTS 8" CONCRETE BLOCK EXTERIOR WALLS • c , , POST BASE JAMES HARDI PLANK LAPPED SIDING 1/2" (32/24) CDX OR OSB SHEATHING NAILED FROM THE BOTTOM PLATE ON THE CONCRETE SLAB TO THE TOP OF THE FRAME WALL, NAIL THE SIDE EDGES 6" OC NAIL THE INTERIOR 12"OC NAIL THE END EDGES 3" OC KEEP THE SHEATHING OFF THE MASONRY, 2x12 *2 PT SOUTHERN YELLOW PINE FLOOR JOISTS 16" OC WITH 3/4" PT DECKING. SLOPE THE PORCH AWAY FROM THE MAIN HOUSE AND USE DECKRITE WATER PROOFING SYSTEM FOR THE PORCH FLOOR OR SOMETHING EQUAL, ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. *5 REBAR IN FILLED CELLS IN THE STEMWALL OF THE FOUNDATION. SEE THE FOUNDATION PAGE FOR THE LOCATION OF THE CELLS. 12" �-� � 12" 24" 24" THE FOOTERS FOR THE MAIN HOUSE AND REAR PORCH FOUNDATION WILL BE A CONTINUOUS 1211x 24" 3000 PSI FOOTER WITH (3) *5 HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC.THE RODS WILL BE TIED TO THE CHAIRS, THE MIN LAP FOR 18 25" AND ALL LAPS WILL BE TIED, TREATMENT: ( SOIL CHEMICAL 5ARRIER METHOD) SOIL 5EARING CAPACITY THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F, FOUNDATION LOADING. 1) A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND (3) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, REMOVED BEFORE EXTERIOR SOIL TREATMENT THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL 10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0" 2) CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM OF THE STRUCTURES SIDEWALLS. THE BUILDING SIDEWALLS 11) AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER 3) IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE 4) TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING RETREATED. AND FINAL EARTH GRADE SHALL NOT BE LESS THA 6 INCHES ( EXCEPTION PAINT OR 12) ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT DECORATIVE CEMENTIOUS FINISH LE65 THAN 5/5" THICK ADHERED DIRECTLY TO THE 13) A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY FOUNDATION WALL.) A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL 5) INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS 6) SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. OR FORMED. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. _11) BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE 14) AFTER ALL WORK IS COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM MADE WITH PERMANENT METAL OR PLASTID FORMS, PERMANENT FORMS MUST BE OF A SIZE AND BELOW AND WITHIN i'-O" OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES,TUB DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT , TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 8) A MINIMUM ro MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST 15) NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, e'-O" OF ANY BUILDING OR PROPOSED BUILDING RE -TREATMENT IS REQUIRED, FINISHED GRADE 0111,91111 �� 1 pA, eepsauseps `��, P� E ,•eee C .� 00 • No. 5350i3 oa,. a "�' • ,� 70 p e TAT5Al • i • a•' � • e•ir ,4 Oily JOB NAME and ADDRESS JAMIE R CREWS 40134 CHANCEY ROAD ZEP- YRHILLS, FLORIDA 33540 MAIN FLOOR LIVING AREA 1644 SF SECOND FLOOR LIVING AREA 1060 SF FRONT PORCH 251 SF REAR PORCH 504 SF SECOND STORY PORCH 292 SF OUTSIDE CLOSET 50 SF TOTAL UNDER ROOF 3501 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC.* 536 08 352-521-0865 OFFICE 352-521-08rol FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE -1-10 AND THE 2011 FLORIDA BUILDING COD 6th EDITION, >> DAVID W. SMITH, MS. PE, LIC.* 53608 .�_ - _ - � ��.. ._�_� ". .r