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Home My WebLink About37625 8th AveENGINEERS NOTES : DATE SCALE: PAGE 1 3/16/20 1/4 = i -0 11 ALL WORK IS 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 - II 3) EXPOSURE 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 (+15.8 / -1-1.0) ZONE 5 (+19.0 / -23.0) FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 25'-0" EXPOSURE B. FLORIDA PRODUCT APPROVALS GAF SHINGLES FL* 10124.1 GAF ROOF UNDERLAYMENT FL*10626,1 CERTAINTEED NON -VENTED SOFFITT FL* 13389, I HARDI PREVAIL LAPPED SIDING FL* 13192.5 HARDI PREVAIL PANEL SIDING FL* 13223.3 PGT SH 5400 VINYL WINDOWS FL* 239,E PGT FIXED 5420 GLASS VINYL WINDOWS FL* 243,1 PGT VINYL WINDOW MULLIONS FL* 1151S,1 THERMA-TRU FIBER CLASSIC &'-0" SGL SWING DOOR FL* 5891.4 THERMA-TRU SINGLE SWING DOOR WITH SIDELITE FL*1640,5 THERMA-TRU FIBER CLASSIC 8'-O" DBL SWING DOOR FL* 1630,4 CLOPAY 16' GARAGE DOOR W4 FL* 5618,4 SIMPSON W2,5A HURRICANE TIES FL*10456,2 SIMPSON H10 HURRICANE TIES FL*10456,2 SIMPSON HCP2 HIP CORNER PLATE FL* 10441.1 SIMPSON ABU66Z POST BASE FL* 10860,4 SIMPSON LSTA21 FLAT STRAP FL* 10852,E SIMPSON VTCR VALLEY CLIP FL* 10861,9 SIMPSON HUC210-2Z FACE MOUNTED U HANGER FL* 10655,11 SIMPSON HS HURRICANE TIES FL*10446,6 SIMPSON SET-XP EPDXY (CONCRETE) FL* 15130,5 W-411 19'-4" 20 1-8" 251-2" FRONT ELEVATION RIGHT ELEVATION 32'-8" 16"-O" 6'-loll 5'-4" `\�%jlllll, j j �� ,IELT0 J�O••.•••.••• S'�I •.••10C EIVs •• i 1 4P 4 gyp. • � *1 No- 53608 p : STATE OF l is O -• e v ` V IV 1 DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-SS21 R, S. HANLEY P 0 BOX 1325 SAN ANTONIO FLA, 3351E EMAIL: hanley066embargmai I.com CUSTOM HOMES AND BARNS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BLIli.DING CODE, NATIONAL ELECTRIC CODE. ^- �ZQ AND THE CITY `+ F �F.PHYRHILLS ORDINANCES REV1� r)AIE C1TY C)F PLAN ��,,�;,,► ��. JOB NAME and ADDRESS CALVIN and LINDSEY DOQUE PARCEL* 10-24-21-0010-09100-0020 8 th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVINGS AREA 21roro SF FRONT ENTRY Sro SF REAR COVERED PORCH 43ro SF GARAGE 495 SF TOTAL UNDER ROOF 3183 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.* 53606 DATE SCALE: II PACE 2 3/1 (o/20 1 /4 = 1-0 12 FIBERGLASS SHINGLES �ro -4II NON -VENTED MEN ... - -. --a. . son _ • I I .......... 29'-4" 20'-0" LEFT ELEVATION 41-01' I 5'-411 ICYNENE INSULATION ATTIC INSULATION ICYNENE INSULATION WILL BE USED AS THE ATTIC INSULATION. ICYNENE REQUIRES THAT THE ATTIC REAR ELEVATION PORCH CEILINGS THE EXTERIOR CEILINGS OF THE PORCHES WILL BE 3/8" JAMES HARDI PANEL SIDING, NAILED WITH 6d GALV. COMMONS 8" OC IN ALL AREAS, THE EDGES WILL BE COVERED WITH FINISHED STRIPS, m 6x6 •2 SYP PT POSTS WRAPPED �ELTON �� J ••. �•\CEN& .•��♦ice 'mot.• •.�� s• No. 5360 • Z i • am i STATE F �c ZoRl •,>k, ♦ •c` '•. � tC ••+syi.:•• DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R, 8, HANLEY P O BOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanley066embargmail.com CUSTOM HOMES AND BARNS JOB NAME and ADDRESS CALV IN and LINDSEY DOQUE PARCEL* 10-24-21-0010-09100-0020 8 th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA 21ro6 SF FRONT ENTRY 8ro SF REAR COVERED PORCH 43ro SF GARAGE 495 SF TOTAL UNDER ROOF 3183 SF DAY ID W. SMITH, MS. PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-086Z 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 6th EDITION, DAV ID W. SMITH, MS. PE. LI C,* 53608 l2'-8" DATE SCALE: 3/16/20 1/4" z V-O" PAGE 3 0 1 aD a� n STEP " c� 1 cn � Q O Q O 4 O T 19'-4" O0 23'-1144" --------------------- I I I I I I I I I I I O ' r ' 4 � � � GARAGE 10'-4" CEILING Q ' i SLOPE THE FLOOR TOWARD THE GARAGE DOOR RECESS THE BOTTOM OF THE DOOR 1 1/2" INTO THE GARAGE FLOOR FOR WEATHERPROOFING. I I I 3'-11xs" x 5'-3" SH 25e DP +20.2 / -22.0 15'-4" I I I I I� I 4 ' I � 1 I BEDROOM *3 I lo'-0" CEILING _I I I I I'-1r " 2x6 WALL 214" 3'-10, 10'-0CEILING BATH *2 i II 60" VANITY Q LINEN * BEDROOM *2 -' 10'-0" CEILING 2'—yil 5'-411 9'-611 38,-0" 32'4' 91 f 11 51_211 91-'e,11 10'-5" 91-611 5'-411 5'-411 COVERED PORCH 6x602 SYP PT POSTS WRAPPED 10'-4" CEILING OP +20.2 / -22.0 DP +20.2 / -22.0 DP +21.2 / -22.0 DP +IS.0 / -20.0 SH 35-2 SH 35-2 48x16 TRANSOM STEP 4" 214 1 x 51-311 2'-3" x 5'41 4'-011 x 11�11 O cA � N m ATTIC YXCGE88 1 I 1 1 1 I I 1 1I O �n RECESS SHOWER FLOOR 2'-4" X WITH A MAX OF 1/4" SLOPE O to lLl Fi MASTER SUITE PER FOOT. 1 O X n 10'-0" CEILING I I MASTER BATH �' 'll o 10'-O" CEILING - in 114- VANITY ►n d) o fi 1 2' A 11 --T WALK IN CLOSET ' 10'-0" CEILING Illto ------------------------------ 14'-5�a11 I 13'-1" 10'-4" CEILING = 10 -0 CEILING x6 WALL- — _ O ------------- -- Q ' �� 3/12 i O O ------ i 1n I� CATHEDRAL "------------------- ------ - -------+-------1-------- 1 r CEILING 5 -0 11 mommmmmmmmmmd 36" El 30" OVEN 3'� , _ PANTRY 36 REFRIGtERATOR RANGE / HOOD 2, 0 HALF lo'-0" CEILING C. ' _ Q KITCHEN 4 o STEP 4" N BATH m 10'-0" CEILING - I ' 24" DISHWASHER I 60" LAUNDRY TUB / CAS i �- - - - - - - - - - - - ELEC.WASHER 1 AND DRYER -- - 1 ---------- O Ste, 4" = � UTILITY ROOM `F -------------- Q 10'-0" CEILING Q � � lk 1 12'— lyi" 2x6 ■I� 1 UPPER /LOWER I I CABINETS -- -------- - - - - -- I - ' 11 - 2-8 1 (Wy 16'-4" � 16'-Q i i411 �~ 1 GREAT ROOM 04 3/12 CATHEDRAL CEILING Z ; q � W r I I I HOME OFFICE °NN }! I M 10'-0" CEILING Z — ' I I I 42" PREFAB IL WOOD BURNING FIREPLACE ELEc WATER HEATER j 10'-4" O ■ 4'-504" x 5'-3" SH 35 EGRESS DP +le,o / -20.0 4'-5%4" x 5'-3" SH 35 EGRESS DP +19.0 / -20.0 MAIN FLOOR PLAN 4'-11+s" DP +113.0 / -20.0 6'-29s" x 5'-3" (2) SH 25s EGRESS STEP 4" DP +19.0 / -20.0 FRONT ENTRY 10'-4" CEILING --------------------------------------------- O O 4 m r = 4 04 �r O � O �r O O cv �r �n ��N,*0'LT0N,�// sN 0 �..•.....,� S I� * No, 5300will 8 III STATE . �� • J o Az IS'ONA` a DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R, S. HANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanley06oembarcr✓mail,com CUSTOM HOMES AND BARNS SEPERATION OF GARAGES AND CARPORTS OPENING PROTECTION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, HONEYCOMB OR SOLLID CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK OR 20 MINUTE FIRE RATED DOORS, ALL DOORS BETWEEN THE RESIDENCE WILL BE SELF CLOSING, SEPERATION REQUIRED THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPERATED FROM ALL HABITABLE ROOMS ABOVE BY NO LESS THAN 5/6" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT, THE DIMENSIONS BY THE WINDOWS ARE THE WINDOW SIZE NOT THE ROUGH OPENING. SEE THE WINDOW SUPPLIER FOR MASONRY OPENING SIZES BEFORE CONSTRUCTION BEGINS. 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, JOB NAME and ADDRESS CALV IN and LINDSEY DOQUE PARCEL* 10-24-21-0010-OV OO-0020 S th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA 21roro SF FRONT ENTRY 8ro SF REAR COVERED PORCH 43ro SF GARAGE 495 5F TOTAL UNDER ROOF 3183 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 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, DAVID W, SMITH, MS. PE. LIC.* 53608 DATE SCALE: �� 3/16/20 1/4 = III -oil AC REQUIRED 4 TONS 48000 15TUS 1600 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 AIR HANDLER UNIT WILL BE LOCATED IN THE ROOF TRUSSES, BEDROOM #3 10'-0" CEILING -------------------------------------------------------—-------------------------- - COVERED PORCH / \ 10'-4" CEILING - f I \ SH 35-2 ` \ SH 35-2 48x16 TRANSOM I (� 2'-3" x 5'-3" _ 1 1 �i 2'-3" x 5'-3" 4'-0" x I'-&" ' -- U 3�� \ 1 REAR \ HIGH TVOUTLET /�IJ� ` ' FLOODS RG6 �.V db / 2x6 WALL 2'�n ° I BATH *2 II I I I 10'-0" CEILING ® soil` M I Ail 60" VANITY , I FO- 21�1I I I ' LINEN NIGH TV OUTLET - /j , TT // � ATTIC Y+LGESS ®12x6xi 15OCFM dD(p �y Y FRONT FL000; i \ I I I \ I \ I i I \ I I $ 3� GARAGE Q W 10'-4" CEILING i I I I I I I I I ----------------------- on 00 3'-Ilt" x 5'-3" ELEC, SOFFITT SH 25s WATER HEATER OUTLETS / /I nC�FI SOFFITT OUTLETS / 4� BEDROOM 02 Ln 10'-0" CEILING 2x6 W- - F_ r- _ -------�L�---,1 I II L J L — _ _ JL — — -I 60" LAUNDRY TUB / GAB ELEC. WASHER AND DRYER 100� UTILITY ROOM !/ 10'-O" CEILING UPPER / LOWER \ a CABINETS 4:), HOME OFFICE lo'-0" CEILING m I - 150CFM 4'-EA4" x 5'-3" SH 35 EGRESS 2'$" REAR FLOODS IOXIOx8 200GFM MASTER SUITE 10'-0" CEILING 1 I _ tu � 1 _j � I > jq$ 2-411 MASTER BATH I I N 10'-0" CEILING S4' VARTT_ _ — ® 8x4x4 50CFM r. 2'-4" WALK IN CLOSET , ®8x4x4 1 10'-0" CEILING / 50CFMi 1 HIGH TV OUTLET 10'-4" CEILING I RG6 10'-0" CEILING --------------- 3/12 2x6 WALL C — — ] - r LSD lfJ I I` it I - I L4D CATHEDRAL,-� CEILING Fe 1-----L-- I ---------------------------- -------I-------- axaxa J 36" ELEC. 30" OVEN 8x4x4 I 36" REFRIGERATOR I I RANGE / HOOD ' / `oBOCF 12x6x `r 7 \ ,} HALF BATH C14 I PANTRY ; KITCHEN 10 -OT' CEILING \ CEILING 24" DISHWASHER ----- I , ®12xbxl 150CFM I I I I I I� I I I � I \ FL ` \ FLOOR LET FLOpR OUTLET \ 1 \ ` I -- I i _ - _- _ - 1 � _ GREAT ROOM I Z x 3/12 CATHEDRAL CEILING ' IOC I 15oG 1 ® I5oGFM / �—" - -- - FLOOR OUTLET \ 2 PREFAB OOD BURNING 10 I FIREPLACE / O (K FRONT FLOODS A d\ �_ i 1 �- �- (K /f-I, 4'-I-s" 4'-534" x 5'4' i f I 6'-244" x 5'-3" SH 35 EGRESS - ,_ _ i (2) SH 25e EGRESS FRONT ENTRY I 10'-4" CEILING -------------------------------------------- SOFFITT OUTLETS ELECTRICAL PLAN and HVAC VENT LAYOUT ELECTRICAL COUNT SYMBOL CEILING FANS WITH LIGHTS 8 6 INCH CAN LIGHTS 11 EXTERIOR WALL LIGHTS 3 u DOUBLE FLOOD LIGHTS 1 QQ CARBON MONOXIDE DETECTORS 1 EXHAUST FAN FOR BATHS 3 ❑® FLOOR OUTLETS 3 FLOOR OUTLET GARAGE DOOR OPENER WITH LIGHT I GARAGE DOOR OPENER W/LIGHT HIGH TV CABLE AND OUTLET I HIGH TV R� SOFFITT OUTLETS 5 8019 SOFFITT OUTLETS CEILING LIGHTS 22 110 WALL OUTLETS 50 220 WALL OUTLETS 5 GFI OUTLETS 33 (baFl SMOKE DETECTORS 1 SINGLE SWITCHES 35 $ 3 WAY SWITCHES 1S $3 VANITY BAR MASTER BATH 1 0 0 VANITY BAR BATH 02 1 0 0 0 ELECTRICAL NOTES 1) ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET X R ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE � � BASED UPON THE HOMEOWNERS REQUIREMENTS. It 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 "AFI" 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 r.ATTIC ACCESS AREA FOR ANY FUTURE SERVICE IN SOFFITT THE ATTIC AREA. OUTLETS 6) PROVIDE CARBON MONOXIDE DETECTORS WITHIN 10' OF ALL BEDROOMS. DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R, S, HANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanleSOro*embargma1I.com CUSTOM HOMES AND BARNS JOB NAME and ADDRESS CALVIN and LINDSEY DOQUE PARCEL* 10-24-21-0010-09100-0020 8 th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA SOFFITT FRONT ENTRY OUTLETS REAR COVERED PORCH GARAGE No. 53"60 s -o�••� STATE 0 •: /� BONA E� �11111% TOTAL UNDER ROOF 21 roro SF Sro SF 43ro SF 495 SF 3153 SF DAV ID W. SMITH, MS, PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-0867 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.0 53608 DATE SCALE: II PAGE 5 3/16/20 114 = 1-0 Q cp ao m N v� O NO Ln 4 O Q O O 4 Y 1/2" x 8" J-BOLT AND THREADED ROD FOR THE UPLIFT CONNECTION ON THE INTERIOR BEARING WALL, 1/2" x 13" J-BOLT 12" OC 19'-4" 02 PT BOTTOM PLATE 4" / 3000 PSI GONGQFTF SI AR --------�� -- ------------ (2) 05 REBAR 81I I&II 8" 32" INTERIOR BEARING WALL DETAIL --- --- ---- - - - - I I II III I I li I I I III I I pIj I I �?I THE GARAGE DOOR FILLED CELLS III ARE ONLY REQUIRED IF THE SLAB II 19 12" OR MORE ABOVE THE EXISTING GRADE OF THE SITE. I III I II 11 I II GARAGE —I II II III I III I 15'4' - I I I I I I I I I I I I I I I I I I I �.I I UJI III --- ---- ---- ----. ----- w xl I _� - 04 II I II N I I I I I I I I I 11'-1l44" I I I I I ---------- ---- ---- LL _ - WA ' -f - ---- I � II o= I IIII I ' I I I z �II II Q -X, I I I I I I;_ I I I I BATH K2 x,I I &0" VANITY x IIII 1 - I I I I I - ' I II L � I - ---- ---- ---- ----- -- I I I I I I I I I I to �11 IIII I i I I 14'-11�411 � uj Y 1til l I _ N I I I I I I I I I I I — I I I I I I I I I 41-2%4" --- --- --- ---- --- - ---- I 2x6 wAu= ---- - I1=�-3 r--1 -- ---- I II L. :�;g _j IL - - JL - - J LAUNDRY TUB ELEC. WASHER AND DRYER ICI UTILITY ROOM SEE THE GARAGE STEP DETAIL ON PAGE 8 OF THIS PLAN. SLOPE THE FLOOR TOWARD THE GARAGE DOOR RECESS THE BOTTOM OF THE GARAGE DOOR 1 1/2" INTO II 1 THE GARAGE FLOOR FOR WEATHERPROOFING II III II III I III I II III I III I II III I III I II III III I II III I III I II III I I I I I I --- --- --- --- --- - - - - 3'-1�s" ---- ---- SW 256 it I� II II II II II II II II II II III II II 1 I � II N II II II li II II II II II II II II II II II II II II 41-- 411 10'-4" ELEC. fj I l2'-8" 2'-511 51 ` 11 g1-611 9'-411 91-611 38'-O" 91-Isi11 10'-5" 91-611 5'-411 MONOLITHIC FOOTER AND SLAB ------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ I I I I I I I I 1 I 1 I COVERED PORCH II I II II I I I I I I I II I II STEP 4" SH 35-2 SH 35-2 48x16 TRANSOM 2'-311 x 5'----- ----- --- ---- ---- ----- ---- ---- ------------- ---- ---- --- --- -== = =-===_ --- ---- ---- ---- ---- ---- --- � It oil f I I I I ' ♦ ' I I I I I I 1 1 5,11 2'-111" 41-9�11 p --- ---- ---- `z = -4- 21 " J i H RECESS SHOWER FLOOR I I � I 1 d) O WITH A MAX OF 114" SLOPE I m Q PER FOOT. p I I MASTER BATH ,IIII Ir SID i _i I I IIII ILI Cr I lh i I l O W4 VART- - _ - N I I µ II ♦ ♦ I I I I I I ♦ \� per/ � � \_Vp,./ i I I I I Z •� I I J I I 1 z I I p 13,41 F I I I I I I I I I I I I I I I t I I I I I I I I 3'-41ti" 24'-1154" I I II I I I I I I I I I I I 2 U6 WALL I I I I I I I I I l C ] I N I I I I I, / ♦ I I � I I I I I I I I ♦ / I I I I I I 3 -411i _ RUN ELECTRICITY TO THE ,, l HALF m KITCHEN ISLAND FOR OUTLETS, p _ 1 4 I' t*1 STEP 4" I I BATH KITCHEN II I I II II T-,----------, I I I I I = I I 24" DISHWASHER 1F'=-9 I I I r 1r 1 ' I J— Q I I o o III I I I �---- ---- -� I u II I I I L -- J I I I I 23'-OV4" 10'-011 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 �'t I 'III ILI ,IIIIIxm � N � IIII Ir 7 IIII I d) IIII I� I I I I I I i 1 I I O Q I I N N 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 33'-0Y4" I I I I I WATER II I I I -I I I I I I I I I I I I I OO -T-�- II I I 1 I I I II I I II I I I) I I I I I I I I I I I I I I I I I rl I _I_ I I I III I I � I III I III I I J I I I I I I I I I I I I I I , I I I I I I I II I I II I I I III I I I,I I I I I I I✓ I I , I I I II I I I I , I I I I J I I IIJ I I I I Iz I I , I I r Q1 I I I I I I I I I a~ I Ilz I I I I I I I I I I I I II IIIJ I I � I I I I 1 1 (I I I I I I (I I I --- --- ---- n -, 11---- --- --- --- - n - -"---- --- -I- I =__ --_- ---- ------ m= - m - --I--1 ---- --- --- ---- -- 4 -514 x 5 -3 4 =544 x 5'-3 I I I - 94 x 5 =3 _ SH 35 EGRESS SH 35 EGRESS I STEP 4 (2) SW 25e EGRESS I I I I FRONT ENTRY 1 1 I I ------------------------------------- I I I I MONOLITHIC FOOTER AND SLAB 251-2" I6'-O" S1-8'1 1_ 91-8" I- 9'-loll 1- 101-811 1- 8'-6'1 1_ 11-411 I_ 11'-811 19'41 1_ 48'-0" 1- 51-411 12'-S" FOUNDATION PLAN ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI AND WILL HAVE &x& 10/10 WIRE MESH REINFORCEMENT, ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN 05. O O 4 r N 1 1 O v O O N 01 1 DESIGN SERVICES INC. MOBILE/ OFFICE 352-20fc-5821 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanley06imembargmail,com CUSTOM HOMES AND BARNS FOUNDATION AND SLAB S1� 41 FOOTERS FOR THE FOUNDATION WILL BE A CONTINUOUS 8"x 1&" 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 &x& 10/10 WIRE MESH AND A & 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 F.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. &) REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -&15, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR o5 REBAR, 30" FOR *& REBAR AND 35" FOR "l 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 • THIS SYMBOL INDICATES THE APPROX LOCATION OF THE FILLED CELLS IN THE MASONRY STEMWALLS. THE FILLED CELLS WILL HAVE A CONTINUOUS 05 REBAR FROM THE FOOTER TO THE TOP OF THE SLAB. ALL RODS WILL BE TIED WITH A MIN LAP OF 25". ALL FILLED CELLS WILL BE POURED SOLID WITH 3000 PSI CONCRETE. THE MAX SPACING IS 48" OC, THE DIMENSIONS BY THE WINDOWS ARE THE WINDOW SIZE NOT THE ROUGH OPENING. SEE THE WINDOW SUPPLIER FOR MASONRY OPENING SIZES BEFORE CONSTRUCTION BEGINS. ALL 5H25e WINDOWS MEET EGRESS. �%��ELTON sI ` ••......... El 4: N0.5 8 V -o ti STOff A �I.*lsSt. IIpNA.��` JOB NAME and ADDRESS CALV IN and LINDSEY DOQUE PARCEL* 10-24-21-0010-09100-0020 S th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA 21ro6 SF FRONT ENTRY 86 SF REAR COVERED PORCH 43ro SF GARAGE 4g5 SF TOTAL UNDER ROOF 31153 SF DAVID W. SMITH, MS. PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-08&l 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 &th EDITION, DAVID W, SMITH, MS. PE, LIC.* 53606 12'-8" DATA SCALE: II PAGE �o 3/ 16/20 1 /4I= 1-0 O O n IS '-4" 19'-4" IV-4" rot-4" g,-611 32'-8" 25'-2" 1. 16'-O" role-4" 12'-8" 481-0" ROOF FRAMING PLAN 9I-611 6'-10" g1-611 51-411 5'-4" O - as O O O � O O c� �r c� O n DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5521 R, S, HANLEY P O BOX 1325 SAN ANTONIO FLA. 3351ro EMAIL: hanleyOr'o-wembargmail.com CUSTOM HOMES AND BARNS UPLIFT CONNECTIONS USE SIMPSON H2.5A OR H10A HURRICANE TIES TO FASTEN THE ROOF TRUSSES TO THE WOODEN HEADERS AND FRAME WALLS. USE A SIMPSON Hro ON THE GARAGE GIRDER TRUSS. THE HEADERS WILL BEAR ON SIMPSON HUC210-2 U HANGERS AT THE FRAME WALLS. THE HEADERS WILL SET ON TOP OF THE 6x6 POSTS AND HAVE (2) LSTA21 FLAT STRAPS ON EACH FOR UPLIFT. THE POSTS WILL BE ATTACHED TO THE SLAB WITH SIMP50N ABU66Z POST BASE, 5/8"x8" J-BOLT, STEEL WASHER AND NUT, 1/2" THREADED RODS WILL BE USED AS AN UPLIFT CONNECTIONS FOR ALL BEARING WALLS. THE RODS WILL BE ON EACH SIDE OF ALL OPENINGS, CORNERS AND NO MORE THAN 46" OC, ALL HEADERS WILL BE NO LESS THAN A DBL 2x6 EXCEPT THE GARAGE DOOR. NO SPACER REQUIRED, 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. 2X4 BLOCKING NAILED BETWEEN (4) TRUSSES IN FROM THE GABLE END THE TRUSSES AT THE TOP WITH (2) 12d COMMONS EACH END. �c - -- - - --- - - - -- ---r7 4X4 &'-0' STRING DBL 2X HEADER OR FRAME WALL THE TRUSS COMPANY WILL BE REQUIRED TO PLACE VERT. WEBS AT THE GABLE EXTE BRACING LOCATIONS. ROOF TRUSS NOTES: 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, THE GABLE BRACES ARE AT THE EXTERIOR RIDGE AND APPROX 1'-0" OC, DOWN FROM THE RIDGE, ALL TRUSS TO TRUSS CONNECTIONS WILL BE FURNISHED BY THE TRUSS COMPANY, PRE - ENGINEERED ROOF TRUSSES 24" Or, MAXIMUM SPACING TC LL 20.0 PSF TC DL 1'0 PSF BC DL 1010 PSF BC LL 010 PSF TOTAL LOAD. 3110 PSF DUR.FAC. 1.25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD EPDXIED THREADED RODS MAY BE USED IN LIEU OF THE 1/2" J-BOLTS, 6" EMBEDDMENT. ?X4 DIAGONAL X-BRACE NAILED 1-0 THE VERT WEBS WITH (2) 12d GALV, COMMONS 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 RIOR WALL, CO```t .jrj fQIitT GABLE BRACING DETAI '`�� '•�cENB • .�. ��'0 4 O. 5 vt '�• r •o F JOB NAME and ADDRESS CALVIN and LINDSEY DOQUE PARCEL*' 10-24-21-0010-OV OO-0020 8 th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA 21roro SF FRONT ENTRY 8ro SF REAR COVERED PORCH 43ro SF GARAGE 495 SF TOTAL UNDER ROOF 3183 SF DAVID W. SMITH, MS. PE. FLORIDA LIC,* 53608 352-521-0865 OFFICE 352-521-0861 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 6th EDITION, '-61111 f1110" DAVID W, SMITH, MS. PE. LIC,* 53608 O DATE SCALE: II PAGE I 3116120 114 = 1-0 METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION METAL ROOFING 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 RAT RUN BRACING MAX SPACING i '-0" OC GABLE BRACING / SEE THE TRUSS LAYOUT THE CHIMNEY CAP WILL BE FASTENED TO THE DBL TOP PLATE OF THE FRAMING WITH 3" X 010 DECK SCREWS 8" OC AND ON EACH SIDE OF ALL CORNERS, 2x6 SPLICE BLOCKS WILL BE REQUIRED FOR EVERY 8'-0" OF HEIGHT ADDED TO THE CHIMNEY 2x6 BEVELED BOTTOM PLATE OF THE WALLS SET ON THE TOP CHORD OF THE ROOF TRUSSES, USE BLOCKING BETWEEN THE TRUSSES UNDER ALL BOTTOM PLATES. USE 1/2" THREADED RODS FROM THE BLOCKING UNDER THE TOP CHORD OF THE ROOF TRUSSES UP TO THE TOP OF THE DBL TOP PLATE OF THE CHIMNEY WALLS. A THIRD PLATE WILL BE ON TOP FOR A SPACER FOR THE THREADED RODS WITH 2" SQUARE STEEL WASHERS AND NUTS. 1/2" THREADED RODS 2x TOP CHORD SIMPSON H2.5A 2x6 BEVELED BLOCKING ROOF TRUSSES AT LEAST ONE TRUSS SPACE LAPPED MIN (2) 12d PER JOINT IX4 CONTINUOUS 02 PINE TRUSS BRACING RAT -RUN BRACING DETAIL MAX OF 10'-O" OC SPACING MIN 2X6 02 PINE TOP CHORD X-GROSS BRACING MIN' OF (2) 12d COMMONS PER TRUSS JOINT BOTTOM CHORD AND X-JOINT DBL *2 SPRUCE 2x4 TOP PLATES 36" MIN DISTANCE ABOVE THE CLOSEST ROOF LINE WITHIN 10'-0" HORIZONTAL DISTANCE FROM THE TOP OF THE CHIMNEY X-BRACING MIN 1X4 20'-0" OC MAX, CONTINUOUS "2 PINE TRUSS BRACING X-BRACING DETAIL NAIL THE 2X6 MEMBERS OF THE X-GROSS BRACING INTO THE VERTICLE WEBS OF THE ROOF TRUSSES WITH (2) 12d GALV, COMMONS. USE VALLEY SET TRUSSES FOR THE CHIMNEY CRICKET FRAMING NOTES: DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R. $. HANLEY F O BOX 1325 SAN ANTONIO FLA, 33516 EMAIL: hanley06oembargmai I,com CUSTOM HOMES AND BARNS ALL DOOR HARDWARE AND TRACKS TO BE INSTALLED PER THE DOOR MANUFACTURERS SPECIFICATIONS, 2x6 02 PT SYP BOARD WILL BE ATTACHED TO THE FACE OF THE FRAME WALLS WITH 1/2"x6" LAG BOLTS AND 2" SQUARE STEEL WASHERS SPACED EQUALLY NO MORE THAN 24" OC, 0 0 0 a a 0 0 0 no o 0 0 0 0 0 0 0 0 GARAGE DOOR DETAIL / FRAME WALLS JOB NAME and ADDRESS �1/2" THREADED RODS FRAME THE ENTIRE FIREPLACE USING 2X4 "2 SPRUCE OR PINE. CALVIN and LINDSEY DOQUE COVER THE FRAMING WITH A TYVEK VAPOR BARRIER AND 1/2" CDX OR PARCEL* 10-24-21-0010-09100-0020 OSB. NAIL THE TOP AND BOTTOM EDGES OF THE SHEATHING WITH Sd GALV, COMMONS 3" OC AND ALL OTHER AREAS (o" OC. S th AVE ZE10HYRHILLS, FLORIDA 2x6 BEVELED BLOCKING BUILD (2) 2 PLY BEVELED 2x6 BLOCKS WITH A 1/2" SPACER 33542 TO EXTEND AT LEAST 28" PAST EACH END OF THE CHIMNEY, ATTACH THIS BLOCKING TO THE TOP CHORD OF EACH ROOF TRUSS WITH SIMPSON A H2,5A HURRICANE TIE. MAIN LIVING AREA 21roro SF RUN A 1/2" THREADED ROD UP THRU THE BLOCKING TO THE FRONT ENTRY 86 SF TOP OF THE CHIMNEYS FRAME WALL AND SECURE WITH A REAR COVERED PORCH 43ro SF 2 SQUARE WASHER AND NUT. SEE THE TRUSS LAYOUT FOR THE LOCATION OF THE BLOCKING AND THREADED RODS. GARAGE 495 SF HEATILATOR PRE FAB FLUE LINER TO FIREBOX FRAME WALL FIREPLACE DETAILS TOTAL UNDER ROOF 3183 SF DAY ID W. SMITH, MS. PE. FLORIDA LIC.* 53606 352-521-0865 OFFICE 352-521-086l FAX, 9905 WALLASTON DRIVE DADE CITY ,FLA, 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE '7-10 AND THE 2011 FLORIDA BUILDING CODE 6th EDITION, DAVID W. SMITH, MS, PE. LIC.* 53608 OPTIONAL MONOLITHIC FOUNDATION AND SLAB 1) THE FOOTERS FOR THE FOUNDATION WILL BE A CONTINUOUS MONOLITHIC / 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 roxro 10/10 WIRE MESH AND A ro 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) 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 roMIL 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. 5) 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, 30" FOR *ro REBAR AND 35" FOR *-1 REBAR. 2x *2 SPRUCE FRAME WALL FIBERMESH MAY BE USED ONLY IF IT HAS THE roxro 10/10 WIRE MESH REINFORCEMENT, 1/2"x8" J-BOLTS 32" OC MAX. *2 PT BOTTOM PLATE ------------------ FINISHED GRADE 20 85��-------------------------------- 12" CLEAN, COMPACTED MIN ;L 8AND TREATED FILL 12" 8" 20" 4" REINFORCED SLAB MASONRY STEMWALLS *1 CONCRETE MASONARY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I. *2 MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR S. *3 REINFORCING STEEL SHALL BE GAGE 40 MINIMUM AND IDENTIFIED IN ACCORANCE WITH ASTMA-615.LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR 30" FOR *ro REBAR AND 36" FOR *l REBAR. *4 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/5" 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-101S) *5 PROVIDE CLEAN OUT OPENINGS (12 SQ IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, USE 1/4" SIMPSON TITEN MASONRY SCREWS 1 1/2" EMBEDDMENT 1 1/2" EDGE DISTANCE AND 32" OC. TO ANCHOR THIS INTERIOR WALL. 2x *2 PT SYP BOTTOM PLATE 4" SLAB - STEP -__--------- ------------ roxro 10/10 WIRE 8" 12ro MIL VISQUEEN REINFORCING MESH 8" 8" 12" VAPOR BARRIER 0) *5 REBAR GARAGE STEP DOWN WALL DETAIL 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, WOODEN HEADER SPLICE, ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48" WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND NAILED WITH 12d 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. THE GABLE END AND EXTERIOR WALL SHEATHING WILL BE 1/2" CDX OR OSB NAILED TO THE EXTERIOR FACE OF THE GABLE ROOF TRUSSES WITH 8d GALV. COMMONS AT roll OC IN ALL AREAS. COVER THE SHEATHING WITH TYVEK WHOLE HOUSE WRAP AND THE FINISHED SIDING. FIBERGLASS SHINGLES SELF ADHERING ROOFING UNDERLAYMENT THE ROOF SHEATHING WILL BE 1/2" CDX OR OSB NAILED TO THE ROOF TRUSSES WITH Sd GALV. COMMONS AT roll OC IN ALL AREAS. USE 1/2" PLYWOOD CLIPS BETWEEN THE SHEETS AND BLOCKING WHERE PLYCLIPS WONT WORK, SIMPSON HURRICANE TIES SEE THE TRUSS LAYOUT PAGE OF THIS PLAN FOR CONNECTIONS METAL OR ALUM. DRIP EAVE 0.024 MIN, PRE FINISHED FASCIA OVER 2X SUB -FASCIA L� NON -VENTED SOFFITT JAMES HARDI PANEL SIDING OVER 1/2" CDX OR OSB SHEATHING 1/2" THREADED RODS AS PER THE TRUSS LAYOUT UNLESS OTHERWISE NOTED 2 x ro *2 PT BOTTOM PLATES OF THE EXTERIOR WALLS WILL BE ATTACHED TO THE TOP OF THE SLAB WITH 1/2" x 8" J-BOLTS AT 32" OC *5 REBAR IN FILLED CELLS IN THE STEMWALL OF THE FOUNDATION. SEE THE FOUNDATION PAGE FOR THE LOCATION OF THE CELLS. EXISTING GRADE 12" MIN DISTANCE - INTO EXISTING GROUND ICYNENE INSULATION ICYNENE INSULATION WILL BE USED AS THE ATTIC AND WALL INSULATION. ICYNENE REQUIRES THAT THE ATTIC WILL NOT HAVE VENTILATION THRU THE SOFFITT OR THE RIDGE. THE HOUSE WILL HAVE TO HAVE A FRESH AIR INTAKE VENT. WITH A DAMPER AS PER THE MECHANICAL CONTRACTOR. OPTIONAL FIBERGLASS INSULATION R-30 ROOF AND R-IS WALL INSULATION MAY BE USED, THE HOMEOWNERS CHOICE. THE INSULATION MUST BE DETERMINED BEFORE THE ENGERGY CALCULATIONS ARE DONE, THE ENGINEER DOES NOT NEED TO REVISE THE PLANS FOR THE INSULATION CHOICE, 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 PRE-ENG, WOOD TRUSSES *31 MIN TOTAL LOADING 1/2" CEILING DRYWALL ON ALL INTERIOR CEILINGS 2xro *2 SPRUCE STUDS AT 1 ro" OC WITH A DBL TOP PLATE ON ALL BEARING WALLS. 1/2" x 8" J- BOLTS AT 32" OC EACH SIDE OF ALL SPLICES AND BESIDE ALL OPENINGS CLEAN, TREATED, COMPACT SOIL THE FOOTERS FOR THE FOUNDATION WILL BE A CONTINUOUS 8"x Iro" 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, 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. 1/2" DRYWALL ON THE INTERIOR OF THE FRAME WALLS. 11 AMIN OFADBL2x *2 SOUTHERN YELLOW PINE HEADERS ON ALL EXTERIOR FRAME OPENINGS II A 4" / 3000 PSI CONCRETE SLAB OVER roxro 10/10 WIRE MESH AND A ro MIL.VISQUEEN VAPOR BARRIER WILL BE POURED , THE SOIL WILL BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED. FIBERMESH CONCRETE MAY BE USED WITH WIRE MESH, 2xro SPLICE BLOCKING 9ro" CENTERLINE FROM THE FINISHED FLOOR, BLOCKING REQUIRED BETWEEN THE STUDS A MAX OF 4'-8" OC. IN ALL BEARING WALLS, ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. 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 roMIL 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 4015, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR. TREATMENT: ( SOIL CHEMICAL BARRIER METHOD) 1) A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND S) 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 TPA 6 INCHES ( EXCEPTION PAINT OR 12) ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT DECORATIVE CEMENTIOUS FINISP LESS THAN 5/8" 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. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE OR FORMED, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1) 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 WITP PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,TUB DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT , TRAP BOXES, FORMS,SPORING OR OTHER CELLULOSE CONTAINING MATERIAL. 8) A MINIMUM 6 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, 15'-0" OF ANY BUILDING OR PROPOSED BUILDING RE -TREATMENT IS REQUIRED, DATE NO pA�E 8 3/16/20 SCALE DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 R. S. HANLEY P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanley0rolmembargmaf l.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 fro" OC, THE EXTERIOR WALLS WILL BE COVERED WITH A SUB -LAYER OF 1/2" SHEATHING AND A VAPOR BARRIER OF TYVEK 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. ro) 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 2Xro *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 *2 SOUTHERN YELLOW PINE LUMBER. S) 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. 11) THE WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF ANY BUILDING SHALL HAVE A MIN. CLEARANCE OF roll ABOVE THE FINISHED GRADE. 12) ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL. �• :00 Si NO.53608 t .010 ; $ TE OF40 o see : •• •• ••lop JOB NAME and ADDRESS C4LV IN and LINDSEY DOQUE PARCEL* 10-24-21-0010-09100-0020 8 th AVE ZEPHYRHILLS, FLORIDA 33542 MAIN LIVING AREA 21roro SF FRONT ENTRY Sro SF REAR COVERED PORCH 43ro SF GARAGE 4135 SF TOTAL UNDER ROOF 3183 SF DAV ID W. SMITH, MS. PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-0861 FAX, SSOS 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 FLO IDA BUILDING CODE roth EDITION, DAVID W. SMITH, MS. PE, LIC.* 53606 f V. 4ec�v� 3\ 0 rV6