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1617 Roosevelt Ave 09-541 (new sfh)RECEIVED Rf C. ,0 aZ00'8 j CITY OF SANFORD PERMIT APPLICATION +� Application ># : �,r l w6 1 0 r� _......__-- __-_- Submittal Date: _---_- Job Address: /& % AC i CI S IrV C t•. T- f? V l3' �- /'x'10E& O / y' 1 Value of N%'ork: Parcel [D: 35 ' JD "� /d-e71�t>O eJbVie,0 Zoning: Historic District: Description of Work: C 0 o0S iQ V t_ T AJ 6W tO1(r L r i' �y1/'� °i %(S�. Square Footage:- I7 �� ......................................................................................................................... Permit Type: Building 191"" Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alann ❑ Pool ❑ Sign ❑ Electrical: New Service -- f# of AMPS .__-.... _ __ Addition/Alteration ❑ Change of Service Cl Temporary Pole ❑ Mechanical Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lincs Plumbing/New Residential`. # of Water Close(r Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Type: Residential F -R Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: V 13 # of stories: I k of Dwelling Units: I� Flood Zone: A24 (FEMA form required) Property Owner: /-% is R 01 ✓� C A V _& .......... tracto .. e D I? t nJ •T 14 ) � J3y •IL t0 tsi•2.S '.. AJ . .. p y' _ Contractor: — � tr Address: 3 8 " 6 0 rz Address: Yo 0 6 1)5 D_ip 6-0 AA-) f^1. 32,'77"3 t09-f<e Yhl%IZ'i 1rj... 3 O'7 --- Phone: 107 iii 24 ' LZI fi E-mail: _ _ Phone: �fb3- 4T State license Number:'(4 e5" '%t°i% Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: R H 1 4 S S e e: Phone: tt D '7 tp S 2 - 4105"2 Address: 100 -6 P)( 9 /s"2,1,® LOA-ti4.iy Es 6DSIr=1L.. 3271 f -`J'2&0_ Fax: 107 IwfZ=3f f%% Plata Review Contact Person: 12tse W i"L.S ON Phone: (&192-°i0! 2 Fax: 10641.2__ 3V W E-mail: RHwC-0-144 C" L-44,ri.4LI,tVje, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, 'TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const uction and zoning. WARNING; TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional pertits required from other governmental entities such as water management districts, state agencies, or federal agencies - of trait is v riftcation that I will motif the owner of the propert t re 'mere m Ix y p p hof Florida r Law, FS 713. kid-� ��i ' _Q _ RACNAEL. A. MARINO Notary Public, State of Honda My co ran . expires Mar. 6, 2009 No. DD 402883 Agent QAOwner/Agelt iq P�, Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 Date ignature o:onfractor�Ageni Date Print Contractor/A��ent's Name Sis�ma[ure of Notary-Steof Florida te O UTIL: FD: Contractor/Agent is � LV 'etsortally Known to Me or Produced ID lNG: BLDG: ,NOTE: Floor slab of plant mix concrete 2500 P.S.I. 4" thick with fiber -mesh reinforcement over termite treated soil with 6 mil. polyethylene vapor barrier over compacted clean fill. or Floor slab of plant mix concrete 2500 P.S,I, 4" thick with 6x6 10/10 gouge reinforcing mat with min. 1" cover. Termite treated soil with 6 mil. polyethylene vapor barrier over compacted clean fill, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job, Fo u'ndafion Plan Scale: /4"=F -Orr 29'-0" r �u�l�sQariri :.SSa��f�tfefe .lara>scrnc►rl,7rrfclar $Q'e�1-261 29'-0" ` THESE FLANS ARE NOT VALID POR PERM11TING WITHOUT THE RAISED REAL AND SIGNATURE 1OP.. ENGINEER/ARCHITECT 0J= REC7 COR._ , OFFICE 0__ __ — NOTES: 2- INDICATES NUMBER OF DOORS, 2- INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR - TRANSOM GB -- GLASS BLOCK PKT -- POCKET DOOR OBS - OBSCURED GLASS "JU4NFORD pull nov,, TEMP - TEMPERED GLASS LANs ARE REVIEWED ANO coNarrtaNALLv SH "SINGLE HUNG 4 ---- rr ACCEp-1 Q FOR PERMIT, A PERMIT ISSUED SHALL BE DH M Dl�t%l3LE HUNG �, a "' CONSTRUED TO BEv A LICENSE To PROCEED WITH HR - HORIZONTAL ROLLER q� THE WORK AND NOT AS AIITHGRITY TO VIOLATE. SPECT ATY W NQOWS�QOORs 'FIXED R q SS CANCEL, AL`rCR, OR SET ASIOC ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL GLASS WINDOWS, AND TRANSOMS ARE `34."I x%.5.1'. IS5 T FROM OF A PERMIT PREV!-=NT THE.,{3UILpING DEPT FROM rH Fir NOTEQ ON PLANS. o $ 32.'4 ii.e.f. Ar Tr I� Rr OUIRING A CORIREC. 2630 -32.4 p.s.f' TION of FITRor; c> T IE F ,.i :s x OR OTI-fEp \rrnl CONSTRUCTION ' TEMP. D 089. w� 2-5H25 _ �:;• -rel,. e:s. � ��. � � i .aI' +� � z w 6° S'Ci. , SHwR. wi PNOTE NDO'W SIZE KEY TEMP, GLS. A 12'-2 rr B.P. DRS. MASONRY FRAME 4 8» f0�„0rr L 1820 S rr a D H12 20 X24 + P Master 1 A 1830 SH13 20"x36"± g a x; 20 x48,+ Bedroom w.c. Bedroom is o VLT. cL.0-r. SH15 20' x60'± a SH16 20"x7"x72"+ �, @ VLT. CL G, �" 202o SH1 H 2 24"x24" I ' m Master ' or r V 2030 SH 1 H 3 24"x36"++ r o. - Bath 2 4a SH1H4 24_x48"•+ a. M Q a »' C 2Q50 SH1H5 24 x60""+ W tlr,1 VAULT $' CLC -c. - a a LAV. A VAULT � 06C? SH1H6 24"x72"± 2' 3:i ip —22-2—o =7—A-- 26°x24 ± " 18 2230 N/A 26'x36"± In 2240 __VA 26 x48"± ll' -21, �.,.,� a�ar.n PERM # .. 225D N A __2_6"x60"± 2260 N A 26 -- -- � ' 26"x72+ DATE: " u g ° M 620 3ax2 a 2� 26 ;� 2630 N A3a"x3fi"+ a 2640 N A 30'x48 ._ tads 2650 N A 30' x60"± 5 a 266o N A �} 3020 SH22 6"x24" +" +- G d Bath .� t, 3030 14 1) 36x38' + �.: 0LCx. 28 B' �x �o2-° I II cLC. ` 3040 SH94 36x48 CN 0 36x60±d'-4-dSH23 TE "± MP. 30 SH26 36"X72 v on 402D N A 4$"x24" ± � � R.z E � �o I I Of35. �i 4030 N A "± u a Livin na RI , t+i �.. ...x. ! r W.C. 484 48 x36" 0 N A 48' x48"± ' VLT. cLG, ! 4050 N A 48"x60" +_ o a 4060 N/A 48'x72" ± ° W /A 4020 SH32 53"x24"± A-� 14'-0" ( 4r-41. g, , 411 A 2 4030 SH 33 E53 x36" x 3 M 4040 SH34 X48"± a ! 4050 SH35 x60"± r, a VAULT 0 ! VAULT 4060 SH36 x'7�"+� 2 Q a � M o y 56425 ! !9' 5o Bedroom o���x VLT. CLG. ■l . u a 1 21- ' J BAK top �I ry A.FF. a o o El D + ' 2 + ; P=MT `"rIELO LOCA EDBL.SI IATTIC AccE�SM.TttJ/ DISP: ,N, � . �-,Kitche 28 IQ vLT. GOM -r dJ dCOUNTER F-�--�er w., S' GLG, I Car Garage 4',•x,11 4"►�'". # 30r'oiDE'T. rj M.T. . A. y i n i H25 (i a lI SH25 I -28.1 p.s.f • ,wr ° 0 Area 'Tabulations r 51»�,II Irll 1 Living: o + ——...........,..� _., ..... — - �r i� ifit. Floor: 1,404 S.F. r -- 2nd Floor: N/A S.F. v N.B. u C4 M 8' CLCx. ..-- Total Living. 1,104 S.F. as �, '� N 10-0" O.N. CzAR. UR. N � Entry 63 8 `S.F.• -� 11`»411 4,-011 Patio: N/A S.F. U U rr 101-01, 2�-4" Goroge: 311 S.F. u o C 1 n " 1oto a r 2� -@ Other: N/A S.F. � .- o Total Area: 1,478 S.F. o t�c�� 1 ph. 407-692-4052 ;� revn: GWW -Vale: 052008 t. 407-6132-3941 rhwengr a7 earthlin.net RM 1/411 =1' CERT, OF AUT14. NO. 8272 C: NOTES: �' 'f ` M F in 0 1, GARAGE 'DOOR TO BE a - U CERTIFIED BY MFR, FOR 100 M.P,H. t r- 2. 2. ALL TUB & SHOWER UNITS -WILL HAVE ANTI -SCALDING DEVICES INSTALLED. w as 3. ALL DOORS TO BE 6'-8" HIGH U °' .Cd i~ UNLESS OTHERWISE NOTED. o o iz WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify L9 and be respansiblu for dimensions ,and conditions a, y a �� of the .fob.tn Fl off' Plan kale: 1/4"=11-011/ " Title of Page: ,ra-- _: _...,..,..--._ CORINTHIAN BUILDERS Floor and 407-377-0480 Foundation Signative: N4 2 � Z006 THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT THE RAISED SEAL AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. pr=CORA-rO? vF—N-r, COMPOSITION SHINGLESt. I/all WAND TROWELED STUCCO OVER LATI-It OVER ,015 FELT ON OVER 015 FELT, 1/2" PLYWOOD ON 2x STUDS 1/211 PLYWOOD SHEATHING 12 12 12 16 ,,�compO51710N SHINGLES =1= 1111M ==I Ir enm 12 %.., V 16 1/2" PLYWOOD SHEATHING 6 F_ I/all HAND TROWELE1l6 Siucco OVER LATHI Alsdsf WICAlp, OVER 015 FELT, 1/2" RG. PLYWOOD ON 2x STUDS . .......... 411111!� 8 0 6 8'-0'" BRC. 81 6'—S" HDR. —0" BRG. HDR. 6'-8" HDR. 1z" HAND TROWELED STUCCO FINISH OVER C.M.U. 3IS" HAND TROWELED STUCCO FINISH OVER C.M.U. I 0 —0 FIN. FLR. D1-011 FIN. •T nT I eVU H a n Fro Rea r Elevation- SCALE: 1/4" va 1'-0" SCALE. 1/411 PRE -FAB ROOF TRUSSES -0 2411 O.G. 12 OFF 8106E COMPOSITION SHINGLES 12 16 COMPOSITION SHINGLES VENTS AS REQ'ID. OVER 015 FELT ON 61 OVER oiE, FELT ON In" PLYWOOD SHEATHING 1/211 PLYWOOD SHEATHING 12 J 3 3 12 12 81_011 BRG 8'-0" MG. 60-130# 8'--0" BRG. 0'.000, — — ----- 6' 8"„HIDR. loll 00 013 6'_8” HDR. r------ Lwin Room Bedroom 3 E,/all HAND VLT. CLG- VLT. GLC, 5/8"5/8" HAND I OPT. O TROWELED STUCC .0 11 1 FINISH OVER GM.. TROWELED STUCC IF 41 FIN ovEP, G.M.U. 00 1 0'-0" FIN. FLR. 0'-0" FIN, FLR- 0' 0" FIN FLR — -------- A . fro s -Section R 01 ala, Side Elevation- A-2 SCALE. 1/4" SCALE. 114" Date COMPoamoN SHINGLES OVER 015 FELT ON 1/211 PLYWOOD 614EAT14ING 80—ool E3R(;. 60-811 HDR. E,01 5/61- —HAND If'ROWELED STUCCO 'TRHANG OWELEC FINISH OVER C.M.U. STPCCO FINISH Ovi C.M.U. OL—f FIN- FLR. Lea.hfat Side E.levati. SCALE. 1/411 . . . .......... r spilson & amacieles 9). (D. Sav 916260 h J'1ongAvverl, 91ork/4827,91-5260 ph. 407-602-4052 ft. 407-692-3841 rhwenig @ earthfink,net CERT. OF AUTR NO. 8272 G-Mv RIM' _COMPOSITION SHINGLES OVER 015 FELT ON 1/2" PLYWOOD SHEATHING 12 V-10" BRG, 6l-8lo HQR. F,t 121 1 ,.,A I" P 0'-0" FIN, FLR. EXTERIOR FINISHING NOTES 1, Composition shingles over #15 felt on 1/2" plywood sheathing. 2. Concrete the roof installed as per manufacturer's specifications. 3, Cricket os condition req. 4. Sky Light 5, Chimney Cap/Spark Arrestor 6. Cont. Ridge Vent, as req. 7. Off Ridge Vent, as req. 8, 4" Smooth Textured Trim/Bond 9, 6" Smooth Textured Trim/Bond 10, a" Smooth Textured Trim/Bond 11, 12" Smooth Textured Trim/Bond 12, 4" Wood Trim 13. 6" Wood Trim 14, B" Wood Trim 15, 4' Lap Siding 16. 8" Lap Siding 17. Key Stone 18, Brick Veneer 19, Soldier Coursing 20. Rowlock Coursing 21, Recessed Panel 22, Typical Textured Finish 23, Quoines 24, Wood Louver Vent 25, Wrought Iron Railing 26. Hand Roiling WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for. dimensions and conditions of the job. Eleveatiolls, Scale:AS NOTED ---- .. .... vole,Title of Page: 0." a", am, grio 052008 CORINTHIAN BUILDERS Elevations d5cale. t/4" =1 407-377-0480 Sipatitre: 1ani 00 E 0 Fz Er of) 0 "o a 79 • U 0 C", 01) 0 0 41 ' Q M Z U 0 Q 10, Zcv_ F1 ai Cq 4 4.0 ua 404 02 w CJ a ami aEn ca o "I ." -4, 9 ai w � �A.b LINTEL DESIGNATION � • y �. U " .4 ,• y • �z va r 'r ,•r, P, x .•r N�i l ~:�!i' r�•Y.�7L i'„.,f•d9.3r nn �.� ” <• in!w^r`' tti,i A,' •�.lf,' .^ia' '� : 3` ,i� , . � !'Ar;,i • �?' � ��3 n i r •i . •r"..'h . ti % ; •V?'i'- r'1�. 1 • r� + 1!"',i ;;i,•: i • BF2a--oB/tT BF2b�ae/2T 8F20 -18/i BF20-18 • T 2T 8RF22-08/1T BRF22-09/2T 8RF22»18/iT 8RF22-18/27 BF24-08/1T BF24•-09/2T 8F24-1B/IT BF24-18/2T 8RF26'-08/17 BRF26--O8/2T BRF26-i8/I7 8RF26-18/2T BF28-•08/1T 8F28 -08/2T BF28-18/17 BF28•-18/2T / i s '• '. r a ., t 'i' • k 'i/ 1 N • . r•�, • 1'N14. 'i1:1�rJ •MJ.^. • " 1 N �g •,1 •., �''!% ;1lrM rte'"' i � •vt"�'', "�1'ssYr'. x p"' 1 Ay'{.i' `I*';, � }' : `•if �• ,t/+...,3, 0 t n1`,. • •".✓;.f tr{ ne•i yl•,y t .1•r,i6 • y.],^{ �]yl 1.,•e •w•. +• ti . ! . ~� iri %1 i � ��, w.�y. •,ti:ir '1;:�,a `^TSF „M,,21 KIi1•.', ,�{:� ,n�a ".i%' . %� er'r` .;,r ,�. r,,a;i '�r'.. tw.,.. .1,�� rrr:ri 8RF6-08/1T BRF6-09/27 BRF6-1B/1T 8RF6-18/27 BUB BFB-0B/1T 8F6-OB/2T BFB-1B,/iT 8F8-1B/2T BRFiO•-08/1T 8RF10-08/2T BRF10-16/IT 8RF10-18/2T 8F12-0B/1T BF12-0B/2T SF12--18/1T 8F12-1B/2T BRF14-OB/1T BRF14-OB/27 BRF14-iB/1T BRF14-113/2T PERMITTING WIT14OUT THE RAISED SEAL. AND SIGNATURE OF ENGINEER/ARCHITECT OF RECORD. - in' i , i%''. i�'•r r,a„ixr %v.}rJ �:1":-r "14`�Fr 5• ,• rii:t .ir .. r. • 'y . � t ' 1 1 v f?f!i' :t:i'• 4 �Il- k�:i' 'y�sd,',i D•o'tt,�yi r'f� �%"s✓ ,;^Sal'' :v;T'i „ �; �.,;?� �w':TSc,'r •`k!1% J'�1,-,��..,i" r'i!�: '};'; rli 8RF30-0B/1T BRF30-09/2T BRF30-tB/IT 8RF30-18/2T BF32-09/17 BF32-08/2T 8F32 -•18/1T BF32-1B/2T g S w�jx `,u;ur .'r'2: %�•}'� -ii l' '�t:I' `:.I, •r ,f' 81`16-08/iT 8F16-08/27 8F16-1B/1T 8F16-1B/2T BRF18-OB/IT BRFIS-OB/2T 8RF18-18/1T BRF1B-1B/2T Q C!5 #�NB(i�j lion°P MATERIALS "• ' 1-1/2" CLEAR 1. f'c precast lintels = 3500 psi, TYPE 2. f'c prestressed lintels a 6000 psi. -DESIGNATIONca 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. F = FILLED WITH GROUT / U UNFILLED d M { C,M•U. 4. Concrete masonry units (CMU) par ASTM C90 w/ QUANTITY OF #5 RE BAR AT M,, minimum net area compressive strength 1800 psi, I BOTTOM OF L1 TEL CAVITY z < ,,: 5, Rebar provided in precast lintel per ASTM A615 GR60. I 'n - " GROUT Field rebor per ASTM A615 GR40 or GR60, rr�� //� pp 0 6, Prestressing strand per ASTM A416 trade U F U U T z ' e 270 low relaxation. / .o #3 REBAR AT BOTTOM 7. 7/32 wire per ASTM A510. } • • OF LINTEL CAVITY e. Mortar per ASTM C270 type M or S. NOMINAL WIDTH J j L QUANTITY OF #5 BOTTOM REINFORCING NOMINAL HEIGHT ___I REBAR AT TOP 7•-5/6"ncTUAt PROVIDED IN LINTEL VARIES) B,1 NOMINAL V11DTH GENERAL INSTALLATION NOTES SAFE LOAD TABLE NOTES Provide full mortar head and bed Joints. 1. All values based on minimum 4" bearing. Exception- Sale toads for unfilled 1, 2, Provi filled lintels as required, lintels must be reduced by 20% If bearing length is less than 6-'1/2", Shar3, Installation of lintel must comply with the architectural and/or structural drawings. Safe loads for all recessed lintels based on 8 nominal bearing. 4. Lintels are manufactured with 5-1/2 long notches at the ends to accommodate 2. N.R. = Not Rated. vertical cell reinforcing and grouting. 3, Safe loads are total superimposed allowable load on the section specified, 5, All lintels meet or exceed L7360 vertical deflection, except lintels 17'•-4" and 4. Safe foods based on grade 40 or grade 60 field rebar, longer with a nominal height of 6 meet or exceed L/180. 5, Additional lateral load capacity can be obtained by the designer by providing 6. Bottom field added rebor to be located at the bottom of the lintel cavity. addlonat reinforced masonry above the precast lintel. 7 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebors in e" lintels only. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 7. The designer may evaluate concentrated loads from the safe load tables by 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 calculating the maximum resisting moment and shear at d�-away from the face of support: 8. For composite lintel heights not shown, use sofa load from next lower height 9. All safe loads In units of pounds per linear foot. a1 h. 407-682-4052 11y Date �Y _ _ Rav[gfnn -T� li, ani & Q+�i.�t3ctalej ft. 407-682••3541 'w►' 97i+rnn►i: 4WGV vo _ P.O. 20V913260 i�hwenbt@ earthfnknet �,rsf ,: It1 7th' 23ang ive' `ci; mor.&da 13,27.91-6,260 CERT. OF AUTR NO. 8272 .Dat 45cnrc: 052008 1/4" = P A4ZT= ^4GTC LINTEL SCHEDULE LiNTEL NO. TYPE COMMENTS 1 8F16--18 (11'-4"') GARAGE DOOR 2 8F8 --OB 41 -011) WINDOW 3 8RF8--08 (3'--6") DOOR 4 8F8-013 (4'-0") WINDOW 5 8F16 --DB (4'-0it) ENTRY, 6 8F8--'13 (7'1 WINDOWS 7 8F16-113 (1307410) ENTRY NOTE: THIS INFORMATION IS BASED ON THE DATA SUPPLIED BY QUALITY PRECAST AND iT'S ENGINEERS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the jab, Lintel Layout � Scale: 114"=1411 F1Ia115TRENaT11 PRECAST ANn STAFSS PRBEO NW A D1VI5)ON OP FLORIDA ENGINEERED 1W CONCRETE LINTELS AND 5111S CONSTRUCTION PRODUCTS CORPORATION P.O. Hag 24567 Tona Fiaiido 93633 a Moe 817.6_1.4641 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS �i►�'� ;.4 ,,+ GRAVITY O E 00 LATERAL TYPE LENGTH 8U8 SF8--08 BF12-08BF16--0881`20-08 F24-08SF28-013 1`32-•08 8F8-10 BF12-18 8F16-18 SF20-18 81724-18 BF28-11381`32-1B 2'-"•1011 PRECAST 2302 3156 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'- 6" (42") PRECAST 2302 3136 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 " 4 -O„ (48) PRECAST 202'3 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6"(54”) PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4'x(64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-1011 PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6"(78") PRECAST 937 1255 2101 3263 2746 3358 3971 4565 1255 2101 3396 5260 7134 8995 6890 „ 7'- 6„ {90) PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9 -4„ (112')PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 1 3127 10'-611 PRECAST 456 482 802 1125 915 1122 1326 1 1535 658 1025 1514 2081 2774 3130 2404 11'-4'(136") PRECAST 445598 439 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0'(144") PRECAST 414 545 864 1254 16B9 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'--4'(160") PRECAST 3�2 427 726 1028 1331 1535 1224 We 485 748 1076 1438 1855 2343 2920 14'-01PRECAST (168") 338 381 648 919 1190 2 1087 1260 455 700 1003 1335 171 4 2153 2566 14'•-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-411`(2081")PRESTRE55Ep N.R, NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 1 9' -4"(232")i'RESTRESSED N.R.NR 207 NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4"(256') PRESTRESSED N,R. NR NR NR NR NR NR NR 183 330 610 94D 1340 1780 2110 22`-O"(264")PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 $70 1250 1660 1970 24'-0"(288")PRESTRESSED N.R. NR NR NR NR NR NR NR 130 1 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS �A RQTB ;.4 ,,+ UPLIFT O E 00 LATERAL TYPE LENGTH 8F8 -1T SF12-1T OF16•-17 8F20-iT 8F24-17 BF28-1T BF32-1T 8F8 -2T 8F12 -2T BFl6-2T 3F20 -2T BF24-2T BF28-2 BF32-•27 !`&U$ $1`8 2'-10'(34") PRECAST2727 2727 2878 4101 5332 6569 7811 9055 2021 2021 2784 3981 5190 6407 7630 8857 S-6" (42") PRECAST 2165 2259 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 1 5367 6245 938 938 1878 1925 2750 3583 4422 1 5264 6110 4`--6'" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 1 2435 3171 3913 4658 5406 5'-411(64") PRECAST1393 1393" 1484 2110 2741 3375 4010 4648 1 5i. 05 505 1437 2050 2670 3293 3920 4549 „ 6 -•10 (70) PRECAST 1272" 1357 1930 2505 3084 3665 4247 1 418 418 1272 1315 1875 2441 3010 3583 4157 6'-C'r(78") PRECAST 1141• 1200 1733 2250 2759 3290 3812 ;707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (9Q") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112")PRECAST 801' sit 980 1269 1560 1852 2144 454 630 801 755 1 1192 1554 1910 2271 2634 10' -6'(126") PRECAST 7160 498 793 1027 '1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'- 4'(1'x6") PRECAST 666` 439 696 699 1104 1309 1515 X63 556 666 535 905 1295 1595 1896 2198 12'-0'1 PRECAST 6074 400 631 816 1001 1186 1372 340 494 631 486 018 1209 1514 1799 2086 13'-4'(160") PRECAST 5000 340 532 686 841 997 1153 302 398 573 409 682 1004 1357 1637 1697 14'-0'(168") PRECAST 458• 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8';`176")PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-•^4'(184")PRESTRESSED 228 278 430 553 677 $01 925 N.R. 327 228 329 542 791 1072 1381 1676 17"-4"(208")PRES1RES5ED 188 236 361 464 567 670 774 N.R. 255 lea 276 449 649 874 1121 1389 19'-•4"(23211) PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4"(256")PRESTRESSED 145 186 278 356 433 512 590 172 142 212 336 477 635 807 993 22'-0'(264")PRESTRESSED 140 180 268 343. 418 493 568 N.R• 161 137 205 322 457 607 771 947 24'-0'(288")PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 'REDUCE VALUE BY 25% FOR GRADE 40 FiELD REBAR dy 0 Cb.1 8" PRECAST W/ 2" RECESS DOOR U -LINTELS ivz '�i►�' 41" ;.4 ,,+ GRAVITY O E 00 LATERAL TYPE LENGTH BRU6 13RFIS-00 8RFIC-0 BRFi4-088RFiS-0 8RF22-•0 RF20-0 BRF30-0 BRFS-11) 8RF10-I8 BRF14-16 8RFI8-198RF22-I88RF20-'1e skma-1 4'--4" (52") PRECAST 1489 1591 3053 2902 3954 4929 5904 6860 1827 3412 4982 6472 7947 9416 10678 „ 4 -6„ (54) PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 1 9416 10678 5'-8” (68") PRECAST 785 632 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 W--10"(70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'--8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 1 4100 6730 8177 6707 7'-6" (90") PRECAST 665 761 1377 2252 1 1958 2451 2944 3439 764 1377 2329 624 5492 1614 5132 „ „ 9 -$ {116 )PRECAST 371 420 834 1253 1079 1342 1886 614 535 928 1497 2179 2616 3595 2875 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 4AS1C1-444" ;.4 ,,+ UPLIFT` O E 00 LATERAL TYPE LENGTH 811818RF14-IT RRF18-1T 8RF22-'1T BRF26-1 BRF30-1 BRU6 8RF6 8RF6-2T 6RFIO-2 URFI 4-27 SRFIS-2 8RF22-2 8RF26-2 8RF30-2 „ 4 -4 (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 400B 4350 5696 4'-6"(54")PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 1 2240 3036 3837 4643 5453 W- El"68" PRECAST ( ) 9240 1172 1795 2423 3055 3689 4325 501 501 924 1132 1 1741 2357 2978 3603 4230 V--10'"(70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80) PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 779 956 1464 1987 2509 3035 3563 7'- f" (9O") PRECAST 688 688 697 B49 1325 11:9 1,810 2280 1762 2225 2753 2690 3227 3157 710 941 " 9 -$„ (115 )PRECAST 533' 433. 808 1 123 41;3 1_ 1704 1995 516 614 533 5 10 9 ' 1369 1728 . 2088 2450 2'7 -eetue. -c eeHwe 131 107 sure unnut +u riLLV M.unrc dPSvfeck Title of Page: fflIer,J.taf OK 5 son. "A Z. -of"W A - rry CORINTHIAN BUILDERS 407-377-0480 Lintel Sigiaala:Ire: - NOV 12000 ;.4 ,,+ .00 o Cd U O E 00 4' "t3 _” 0 o U U ca U ' rl ,9 2 ca'4 CaIr N o C O w { E OU O +� b � •a O -4 U) U C1 N 8 {d O Q •� -Z 0 U r -- U CU ELECTRICAL LEGEND 0. le Ceiling Mounted Light \ 1 r--- 1 4 Pull Chain Light, ® Recessed Light } Wall Mounted Light Wali Wash Recessed ' ■ g ---- Track Lighting (»� S.D. D S.C. Theatrical Strip a S.D/CM a Flush Mount Fluorescent Light Fluorescent Light 1� qy1 C� Spot Light �1 I Wall Sconce i ■ Chandelier S.D. Q� Fan/Llght Combination 1 � 1 1 VP Vapor proof light fixture =� Duplex Receptaclet., �,,� 220 V Receptacle ■ �`� �ti 1/2 hot, 1/2 switched Floor Receptacle ■ Pre -Wire for Clg. Fan OFIuoi! 42"Pre-Wire Garage Door Opener .�•- -i42`�F { i r� NAFI Arc Fault Circuit Interrupt 42' -- WP Water Proof Receptacle FIT, .. -�- 2" \ GF1 Ground Fault Circuit Interrupt $ Wall Switch ■s 3 -Way Switch 1 ` •--_...—,. Dimmer Switch {+� Telephone Jack obfe'Jock ( 2 GF b IC Intercom \� D Junction Box ■ ■ ■ ■ ''� (sj Speaker 4211 Chime {-� Door Bell/Garage Door Switch Ceiling Fan ■ ..... _....... _._. ■ Garbage Disposal Motor ■ r� 0 S.D. Smoke Detector Electrical Panel LM Disconnect Switch Q Electrical Meter NOTES. 1. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or ,adjustments may be made between Owner and-Buildei in'the field, 3. All receptacles in garage to be G.F.I. 0 42" A,F,F. U.N.O. 4. All exterior receptacles to be waterproof G•F.I. U,N.O. 5. All smoke detectors ore to be hard wired & interconnected WRITTEN DIMENSIONS SMALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, Contractors shall verify and be responsible for dimensions and conditions of the Job. Electrical Fixture Layout Scale: 114"=V-0" Revlslnn. ft _ . _ r &1[17-65 ,'�h�enunnr �-----' rufl.�an a"ocicafie.>wi trc:sa7-Jaz-3941 ��.�x P. tfr .110► 915260 rhwengr tt earthlink.net jr!angpeovd, eMorlda 327?11-5.260 CERT. OF AUTR NO. 8272 GWW RHIAr NOTE: ALL CONVENTIONAL FRAMING TO ! RIDG;E/-IIP 5EAM5 4 2x(o RAFTER& 6 24'' Male 052008 0.. CORINT1 IAN BUILDERS r6cale. 1/4" =1' 407377-04$0 SIMPSON CONNECTORS ISO 5001 REGISTERED EACH FLOOR TRUSS ATTACHED TO CMU WITH (I)-HETAIro AND (I)-MT512 AT FRAME CONNECTION EACH ROOF TRU65/RAFTER AT CMU TO BE ATTACHED WITH (I)•HETAIfo EACH ROOF TRUSS/RAFTER AT FRAME CONNECTION TO BE (I)-MT612 U.N.O. ENDJACKS AND CORNER SETS MAY BE tl)-H2.5 ROOF SHEATHING: TO BE 1/2" NOMINAL (OR 1/16" RATED Ifo/24) NAILED WITH .OSS414" MECHANICALLY DRIVEN NAILS AT fro" O.G. EXCEPT FIRST 4'-0" OF ENTIRE PERIMETER WHICH SHALL. BE G" O.C. FIELD AND 4" O.G. EDGE WALL SHEATHING TO BE 15/32" CDX OR 1/16" 0513 NAILED WITH 8d CORROSION RESISTANT NAILS AT 6" O.C. FIELD 4" O.G. EDGE U.N.O. WIT14OUT STRUCTURAL SHEATHING: EXTERIOR BEARING WALLS TO BE 2x (SEE FLOOR PLAN) "2 SPF, OR 03 SYP a 1611 O.C. W/I N3 AT TOP AND 50TTOM OF EACH FULL LENGTH STUD. (SIMPSON APPROVED EQUAL. 15 SPI 6 50TTOM AND 51-2 0 TOP) WITH STRUCTURAL SHEATHING EXTERIOR BEARING WALLS TO BE 2x (SEE FLOOR PLAN) 02 SPF, OR 03 5YP to 161, O.G. W/ I -H3 AT TOP na 32" O.G. (SIMPSON APPROVED EQUAL I5 A 5P2 a TOP) PROVIDE 1/2" (N.O.M.) EXTERIOR STRUCTURAL SHEATHING, BEGINNING AT THE BOTTOM OF THE FLOOR SYSTEM AND EXTEND A MIN. OF 24" ABV. THE SOLE PLATE OF THE 2ND. FLOOR STUD WALL. NAIL W/ Sd X 2 1/2" o 4" O.C. AT THE PERIMETERS 4 fo" O.C. 1N THE FIELD AND A MIN. OF (o NAILS STAGGERED IN THE FLOOR SYSTEM A 6 NAILS IN THE STUD ABV. 7- �4 w Q" V CA Qi) d) � ca � • C 2 X Q 97 o U lam/.a t*,001 1 N' U .0, NO STRUCTURAL GHANCxES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS, Iw�jN a Q •� ��boo w ...... _ PRIOR TO MAKING CHANGES, WRITTEN APPROVAL 0 Q Ws IS OBTAINED FROM THE ENGINEER/ ARGHITECT a bA ' S OF RECORD. IF CHANGES ARE MADE WITHOUT w V CA Qi) d) � ca � • C 2 X Q 97 o U lam/.a t*,001 1 N' U .0, NO STRUCTURAL GHANCxES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS, O a Q •� ��boo w ...... _ PRIOR TO MAKING CHANGES, WRITTEN APPROVAL Ws IS OBTAINED FROM THE ENGINEER/ ARGHITECT .a .a�U OF RECORD. IF CHANGES ARE MADE WITHOUT w as 9b " t WRITTEN APPROVAL SUCH CHANGES SHALL BE Z THE LEGAL AND FINANCIAL RESPONSIBILITY W (A 4)_ (AC1,2 °�' o OF THE CONTRACTOR OR SUB -CONTRACTORS 11.11 Q cn a� p INVOLVED AND SHALL BE THEIR RESPONSIBILITY o U TO REPLACE OF REPAIR THE CONDITION AS o 4-� DIRECTED 15Y THE ENGINEER. � :a Title of Page: We, 97111 Roof and Signature: Electlical U O N — Q 4.1 .a .a�U as 9b P', W (A 4)_ (AC1,2 11.11 CQC�� E WALL PER PLAN TOP OF SLAIM3 �, . /ryt,, d' FIN. FLR, ©'-O" FIN. FLR. L/ FIN15H GRADE I-�i I I �I 11= FINISH GRADE _ III I i III 01 � 117—j L`= --- 4'� GOND, SLAM W1 �I i I r I I I� I I �I �q i III-- I I i = LI- i I . I I—I III—III = I INTI- vAPOR BARRIER �� - I I I.� I I �- -I I �-- -I I I I`I! I --T � > _ 11 I I 1 i I 1=1 ' I I I ---III '' I E I f-��II—ITS ° ": 111= __I ' 4" GONG, SLAB w1 _ — VAPOR BARRIER' 11 , r . ,•. :. , I HEADER 13LOGK _ , _ ::' , I f--1 l i, SLOPE I IN 10 . N. GLEAN, COMP., TERMITE a • ti ;' • 4 —GLEAN, COMPACTED, _ ,, r----- TREATED FILL. ., ..-� .� .: _____r� ,,'• .M _ ==� _ -' TERMITE TREATED FILL. — — '�� '•�• �..;• :T SOLID BEARING _"• :_ _ _ _ I I1f1111=1f --1111!1; 111;- .. I I L.. i I lel I t---tTj•--III -- '' •—I I -'" (1= - ..___ — 4" GONG, SLAB W/ SOLID BEARING a/1�.�" I,�w11 GONG. FTR. VAPOR BARRIER/ VAPOR BARRIER �} G Tf u W1 '(2) # 5 CONT. GLEAN, COMP,, NOTEE: MISSING DOWELS Tt.� p W/ (2) 5 CONT. EXPANSION JOINT TERMITE 1512 REPLACED W/05 REBAR ,1/ E 311 MI✓3EDMENT DEPTH MIN. TREATED FILL & SES' HIGH STRENGTH EF'Ca?C'i' cc Yj /i/�J (��(\� A .�1T .� AT .T . SCALE: 3/4" .=1'-0" 3 GARAGE CURB SCALE: 314" -1'-0 6A PORC�I AT HOUSE SCALE; 3/4" =1'-0" 1 Ri./�wI Cid:. l iT REBAR IN GONG. FILLED CELL PER 3' 6' FLOOR PLAN, W1 MIN. 25" OVERLAP, JU J EXT. FINISH MAT. :" TIED TO CONT. ROD IN FOOTER #5 REBAR IN GONG. FILLED CELL PER SEE EXT. ELEV.---\ AND BOND BEAM, ALT. BENDS EXT, FINISH MAT. �' FLOOR PLAN, W/ MIN, 25" OVERLAP, ' IN REINF. BAR ; <,7, TIED TO CONT, ROD IN FOOTER SEE EXT, ELEV, AND BOND BEAM, ALT. BENDS 211X STUDS @ 16k, O.G. f3" C.M.U. IN REINF. BAR IN FOUNDATION ONLY PER PLAN P.T. FURRING, DRYWALL' c 8" G.M.U. WALL TYPE. IN5UL, W/ VAPOR BARRIER TOP OF SLAB WALL PER PLAN TOP OF SLAIM3 �, . /ryt,, d' FIN. FLR, ©'-O" FIN. FLR. L/ FIN15H GRADE I-�i I I �I 11= FINISH GRADE _ III I i III 01 � 117—j L`= --- 4'� GOND, SLAM W1 �I i I r I I I� I I �I �q i III-- I I i = LI- i I . I I—I III—III = I INTI- vAPOR BARRIER �� - I I I.� I I �- -I I �-- -I I I I`I! I --T � > _ 11 I I 1 i I 1=1 ' I I I ---III '' I E I f-��II—ITS ° ": 111= __I ' 4" GONG, SLAB w1 _ — VAPOR BARRIER' 11 , r . ,•. :. , I HEADER 13LOGK _ , _ ::' , I f--1 l i, SLOPE I IN 10 . N. GLEAN, COMP., TERMITE a • ti ;' • 4 —GLEAN, COMPACTED, _ ,, r----- TREATED FILL. ., ..-� .� .: _____r� ,,'• .M _ ==� _ -' TERMITE TREATED FILL. — — '�� '•�• �..;• :T SOLID BEARING _"• :_ _ _ _ I I1f1111=1f --1111!1; 111;- .. I I L.. i I lel I t---tTj•--III -- '' •—I I -'" (1= - ..___ — 4" GONG, SLAB W/ SOLID BEARING a/1�.�" I,�w11 GONG. FTR. VAPOR BARRIER/ VAPOR BARRIER �} G Tf u W1 '(2) # 5 CONT. GLEAN, COMP,, NOTEE: MISSING DOWELS Tt.� p W/ (2) 5 CONT. EXPANSION JOINT TERMITE 1512 REPLACED W/05 REBAR ,1/ E 311 MI✓3EDMENT DEPTH MIN. TREATED FILL & SES' HIGH STRENGTH EF'Ca?C'i' cc Yj /i/�J (��(\� A .�1T .� AT .T . SCALE: 3/4" .=1'-0" 3 GARAGE CURB SCALE: 314" -1'-0 6A PORC�I AT HOUSE SCALE; 3/4" =1'-0" 1 Ri./�wI Cid:. l iT 8 INTERIOR BEARING SCALE., 3/4" =1'-0" 29 GARAGE DOOR FOO 1 SCALE, 3/4" =1'-01' 301S GIRDER TRU55 OR BEAM PER FRAMING LAYOUT DOUBLE 2" X TOP PLATE 3' 6' 9' JU J 5P2 a 32" O.C. ' s .7; ' r '� a. .. �' I •..'7. • ' '' f' I I• I IISI j,l=le=i 11= I I 1=1 I I. =1 I F ' T— :-�. _ =1111 III, ; , 111-1 I 1=III.=1 IEil I 1=_, 111-- I—i I I=1 I EXT. WALL 4 FINISHWALL BEYOND I I t GLEAN, COMP., TERMITE 211X STUDS @ 16k, O.G. SEE PLAN FOR TREATED FILL. PER PLAN Unsupported Wali Height #2 SPF OR #3 5YP WALL TYPE. 10' BEYOND s 1/2" DIA. X 10" ANCHOR 2 METAL. THRE5HOLD s `.• 3 BOLTS OR 1/2" DIA. X 45" @ SLIDING GLASS DR. HURRICANE CLIPS OR G 11X8" THICKENED EXPAN5ION BOLT5 ® 3 3/4" RECE55 TYP. P.T. 2x6--�,� TRACK LOCATION EDGE W/I #5 CONT. 21" O.C. W/ 2" DIA. X TRU55 ANCHORS - SEE ROOF TRUSS DRIVEWAY 5LAB 3 1/4" OR I/8" WASHERS WALL PEP, PLAN 2 ' T'a' = :-=-� -� •-:'--�'. -�' '"I i,l 2 2 . • GOLD JOINT 4 1 3 EIFZ MFR. 5 4 i F Ill 1 1 t1•'^'^•`� 4" .5 AB LW 1 2 SPI OR 5P4 0 32" O.G. r,. _ .' _ — .. ,' .�, • < ;. � � — — _ ;GLEAN, GOMP„ TE MITE �S 2" X P.T. SOLE FLAT1 it—IfII II1��,� TREATED FILL. — FILL. ,•: :. —LTREA~rED �'`•--• (2) 2"X12" HEADER may` 91 — LL CONC. SLAB W/ VAPOR BARRIER I ! I--III—III—I I f �l l GONG. FTR. �- 11� v w/ (2) 0 5 CONT. 11�Q11 GLEAN, GOMP., 51MP50N H2.5 4" GONG. SLAB IBJ/ ONG, FT . TERMITE m VAPOR BARRIER W/ (2) #5 GOVT. TREATED FILL TRIPLE 2x6 5TUD5 LA6 BOLT (2) HU6HE-5 RTIB 8 INTERIOR BEARING SCALE., 3/4" =1'-0" 29 GARAGE DOOR FOO 1 SCALE, 3/4" =1'-01' 301S GIRDER TRU55 OR BEAM PER FRAMING LAYOUT TEP IN SLAB, NON—BEARING :CAM 3/4^=r0" • 1•� �° 1 ' 1'�t CON'T. E30NO BEAM10.6 If L "' r,, .11 1-#5 x 24" REBAR OVER\—WALL PER PLAN .t . 8"x&" CHASE' - '` EXTERIOR I INTERIOR Uj FIN15H 6RADE _ I M I�._._ 4" GONG. 5LAB. � ,,, ALL LAP5 MIN. 25" I � W/ VAPOR BARRIER t.'6=—POUREP SULiD CELL DOWEL LAPPED WITH I; =��•ii�i � �II 1l Ii �I � I "1 I �`I�# "1 "'I II::� 1(I 1=6ROUT 50LID t I WALL REINF. 10" HOOK Mlh, P.V.G. G'�I"1 AROUND CHASEAS REG. 1-#5 REBAR W/ 25t, MIN. GLEAN, COMP., TERMITE < �' • TREATED FILL. I ,, t OVERLAP, SEE PLAN FOR LOCATIONS 1 # t � � 5 REBAR VERT. @ SOLI© BEARING :' &" G,M.U. w I F, t 1 I:` T'_ r CORNER FROM FOUNDATION TO #5 CORNER BAR 11 W I` ' BOND BEAM -4 N 1CELL POURED SOLID GONG. FTR, p W/ (2) GOVT. PLAN VIEW tl 1 ,�1t CONT. FOOTING ' ;�•-;�*-�";i;, •' M '� i SEE FOUNDATION PLAN „ 34 UTILITY C_H_ASE SCALE: 314" =1'-011 37 POST IN EXTERIOR BLOCK WALL SCALE: NTS, 42 CORNER—VERT N SSEE 6ARNGE PECIE CATIONS© R ANUS 51Mt'S0N 5P2 ROOF FRAMING DOUBLE TOP PLATE w SEE LAYOUT #2 SPF OR #3 5Y CAL WALL REINF. Maximum Header Span (ft.) 3' 6' 9' JU J 1-#5 REBAR, CONT. ' s .7; ' r '� a. .. �' I •..'7. • ' '' f' I I• I IISI j,l=le=i 11= I I 1=1 I I. =1 I F ' T— :-�. _ =1111 III, ; , 111-1 I 1=III.=1 IEil I 1=_, 111-- I—i I I=1 I 4" CONG. SLAB W/ '' I-- :I I I I (� 1= I I t GLEAN, COMP., TERMITE VAPOR BARRIER 1 2T TREATED FILL. TEP IN SLAB, NON—BEARING :CAM 3/4^=r0" • 1•� �° 1 ' 1'�t CON'T. E30NO BEAM10.6 If L "' r,, .11 1-#5 x 24" REBAR OVER\—WALL PER PLAN .t . 8"x&" CHASE' - '` EXTERIOR I INTERIOR Uj FIN15H 6RADE _ I M I�._._ 4" GONG. 5LAB. � ,,, ALL LAP5 MIN. 25" I � W/ VAPOR BARRIER t.'6=—POUREP SULiD CELL DOWEL LAPPED WITH I; =��•ii�i � �II 1l Ii �I � I "1 I �`I�# "1 "'I II::� 1(I 1=6ROUT 50LID t I WALL REINF. 10" HOOK Mlh, P.V.G. G'�I"1 AROUND CHASEAS REG. 1-#5 REBAR W/ 25t, MIN. GLEAN, COMP., TERMITE < �' • TREATED FILL. I ,, t OVERLAP, SEE PLAN FOR LOCATIONS 1 # t � � 5 REBAR VERT. @ SOLI© BEARING :' &" G,M.U. w I F, t 1 I:` T'_ r CORNER FROM FOUNDATION TO #5 CORNER BAR 11 W I` ' BOND BEAM -4 N 1CELL POURED SOLID GONG. FTR, p W/ (2) GOVT. PLAN VIEW tl 1 ,�1t CONT. FOOTING ' ;�•-;�*-�";i;, •' M '� i SEE FOUNDATION PLAN „ 34 UTILITY C_H_ASE SCALE: 314" =1'-011 37 POST IN EXTERIOR BLOCK WALL SCALE: NTS, 42 CORNER—VERT N SSEE 6ARNGE PECIE CATIONS© R ANUS 51Mt'S0N 5P2 ROOF FRAMING DOUBLE TOP PLATE w SEE LAYOUT #2 SPF OR #3 5Y CAL WALL REINF. ANCHOR BOLTS, OR {4) , ..; LENOTH WALL 4U 112" IA. x 6" HILT1 STUDS FOR NO CONNECTOR REG, D. READHEA05 W/411 OPENINGS EMBED. IN BLOCK, OR (4) FILLED CELL GREATER �w 1/2" DIA. X 4" MIN. LAG THAN 48" BOLTS IN FRAME. I I SIMP50N SP4 BLOCK 5lMP50N 5PI PLAN VMW I 44 GARAGE DOOR BUCK DETAIL SCALE: 3/4" ` 1�-011 45 IB _. Revision >,talsaxx & a.moetfuifefi .f:�a�n�uca�fcFr1..�"l�r�cla il',2'.�?ly-•�2�i�"ii EARING OPENING WOOD FRAME ph. 407••682-4052 'A7,�anvn: tk.. 407-6132-3541 rhwengr @ earthlink.net CERT. OF AUT14. NO. 8272 3!ksr ,r N.T.S. GW'4U urw NOTE: CONNECTORS NOTED ON THESE DETAILS AREOTHERWISE PERMITTING WITHOUT THE RAISED SEAL AND PER MFR SIGNATURE OF ENGINEER/ARCHITECT OF 40 RECORD. (5/4" REG, ® 5LIDINC 3LA55 DR. Maximum Header Span (ft.) 3' 6' 9' ATiAGNMENT LOGA1110N51 11/2'1 ;,. 18' ' • { a'_ •;. III -1 I I—'I Number of Header Studs _ =III =111 =11 DOOR PER P E LAN 1 1 2T -2T722 Unsupported Wali Height 6" G.M,U. WALL GARAGE DOOR 10' BEYOND s 2 2 METAL. THRE5HOLD s 3 3 3 @ SLIDING GLASS DR. HURRICANE CLIPS OR G 2 FORMED ON SITE 3 3 P.T. 2x6--�,� TRACK LOCATION 24 In. TRU55 ANCHORS - SEE ROOF TRUSS 2 2 2 2 2 ' T'a' = :-=-� -� •-:'--�'. -�' '"I i,l 2 2 . • 3 3 4 1 3 �1 5 4 i F Ill 1 1 t1•'^'^•`� 4" .5 AB LW 1 2 VAP6iR BARB I IwR I I I I IZ34 2 3 LAYOUT FOR SPECIFICATIONS �S � TREATED FILL. vS 7 EXTERIOR DOOTR ILL G �'`•--• (2) 2"X12" HEADER may` SCALE, 3/4" w V-0" W 2 1/2"x'1/16" 51MP50N H2.5 STRAP TOP PLATE 4 HEADER TRIPLE 2x6 5TUD5 LA6 BOLT (2) HU6HE-5 RTIB EAGH TRU55 TOGETHER W/2 RTIB MIN. U.N.O.-- .N. .FOR FORGARAGE JAMB OR 51MP50N L5TA2I FRAME AT END OF HEADER TO JACK S'T'UD J CRIPPLE STUDS NO 2x12 #2 5YP W/I/2" PLYWD W 4 WALL PER PLAN CONNECTOR REOV. OR i/16" 0.5.8. FLITCH 1Y c ARA61~ DOOR 0 tu W/ HARDWARE ° � ....,�- P.T. 2x 71 HEADER• ' 5TUD5 BLOCKIN ILIWALL P.T. 2x6 ATTACHED TO 2x CRIPPLES UNDER HEADER 104) 1/2" DIA. x 8" {2) FULL AT END OF HEADER ------ ANCHOR BOLTS, OR {4) , ..; LENOTH WALL 4U 112" IA. x 6" HILT1 STUDS FOR NO CONNECTOR REG, D. READHEA05 W/411 OPENINGS EMBED. IN BLOCK, OR (4) FILLED CELL GREATER �w 1/2" DIA. X 4" MIN. LAG THAN 48" BOLTS IN FRAME. I I SIMP50N SP4 BLOCK 5lMP50N 5PI PLAN VMW I 44 GARAGE DOOR BUCK DETAIL SCALE: 3/4" ` 1�-011 45 IB _. Revision >,talsaxx & a.moetfuifefi .f:�a�n�uca�fcFr1..�"l�r�cla il',2'.�?ly-•�2�i�"ii EARING OPENING WOOD FRAME ph. 407••682-4052 'A7,�anvn: tk.. 407-6132-3541 rhwengr @ earthlink.net CERT. OF AUT14. NO. 8272 3!ksr ,r N.T.S. GW'4U urw NOTE: CONNECTORS NOTED ON THESE DETAILS AREOTHERWISE PERMITTING WITHOUT THE RAISED SEAL AND PER MFR SIGNATURE OF ENGINEER/ARCHITECT OF 40 RECORD. (5/4" REG, ® 5LIDINC 3LA55 DR. Maximum Header Span (ft.) 3' 6' 9' 1 112-115'1 11/2'1 ;,. 18' ' • { a'_ •;. III -1 I I—'I Number of Header Studs _ =III =111 =11 DOOR PER P E LAN 1 1 2T -2T722 Unsupported Wali Height 6" G.M,U. WALL Number of Full --length Studs at Eoch End of Header 10' BEYOND s 2 2 METAL. THRE5HOLD s 3 3 3 @ SLIDING GLASS DR. OPTIONAL SILL G 2 FORMED ON SITE 3 3 3 24 In. SL©PE I" IN 101 1 1/271 2 2 2 2 2 ' T'a' = :-=-� -� •-:'--�'. -�' '"I i,l 2 2 . • 3 3 4 1 3 �1 5 4 i F Ill 1 1 t1•'^'^•`� 4" .5 AB LW 1 2 VAP6iR BARB I IwR I I I I IZ34 2 3 EXPAN51ON JOINT CLEAN, COMP., TERMITE TREATED FILL. vS 7 EXTERIOR DOOTR ILL G SCALE, 3/4" w V-0" SLOPE: I" IN 10' SEE FND. PLAN FIN15H ORADE T. SOLID BEARING GONG. SLAB=' ��Y I I—i , �-• ' � _# � ;Ill, IIlI 1111111=1��•' 1 G 5 REBAR GONT.--"-I„p�l�l T IIID; GLEAN, GOMP. FILL 1 32 8" THICKLENEDED (31 E` t Q' 8" C,M.U, WALL (FILLED CELL) w t tr I 211X4E1 P.T. ATTACHED J TO C.M,U, WALL W/ I/2" DIA, X 6" ANCHOR BOLTS OR 1/2" PIA, X 611 W HILTI REDHEAD W/ 4" EMBEDMENT ® 24" Q.G. MAX. SCALE: 314" =1'4' I 2"X P.T, s PLAN VIEW Fn ao � a) �•F�jN .U) 3/411- MO. 43 MASONRY / FRAME ATTACHMENT SCALE: 314" = F-0" � U �n EXT. FINISH MAT. P.T. POST b! ;d ! PER EXT. ELEV. PER PLAN P05T ANCHOR. GROUT TOP TO MINIMUM WALL AND HEADER STUD REQUIREMENTS P.T. P05T I 5EE FNP. PLAN 5HED WATER 0� rx PER PLAN An 'OF! a .5 le Ll A W EXT. FIN15H MAT, ''t an a PER EXT. ELEV. �a o P05T ANCHOR I ' . . �, v W N SEE FND. PLAN I : r d �',a ; 4" GONG, 5LA13 w ' 4" GONG. 5LAB W/ I • W/ VAPOR . axe.. , � VAPOR BARRIER I •a' BARIER '---.� Q a rS -11f�:• ;' •• ;;. �� I �ill�lll I I�III�II;; •^ f , ..• , •, , e• �III�IT_I; � Q � -.: � ,. •;a. • ., �, r ... a. 1= I 111— I -I I I__I� I I I1 i • r < , ` <. I .: I I. � ;g b 1:. '! ., .r,,� , a., '! 1 a• I I y° .•, .. r • .. :a r J _ �F�I Q •...•. I I '�1I .a• . �'' M '..}'y w iiI• ,,.� ;} a, ,. • a 3" COVER I =i ";.',A; + . _31 COVER fl 4 ' The header stud shall not be required If the header is I •.•, 'S rT U supported by a suitable framing anchor. bA I u 01) GONG. GONG, PAD SIZE PER PLAN I GONG. PACs 51ZE PER PLAN �' '� 4� r- � SLAB # OF REE3AR PER PLAN I PED1STA L # OF REBAR PER PLAN 46 I HEADER DETAIL & SCHEDULE ISCALE Mate: kale: 052008 rtih/ceL CORINT111AN BUILDERS 1/411 1' 407-377-0480 156 1 POST TO FOUNDATION CONNEKTI ON SCALE: 3/411 =11.0" Title of Page: lettald (IN, QVI ,►. i Gni cc... 8710 Details — Signature: 1 Maximum Header Span (ft.) 3' 6' 9' 1 112-115'1 18' Number of Header Studs Supporting End of Header 1* 1 1 2T -2T722 Unsupported Wali Height Stud Spacing Number of Full --length Studs at Eoch End of Header 10' 12 In. 2 2 3 3 3 3 or less 16 In. 2 2 3 1 3 3 3 24 In. 1 2 2 2 2 2 greater than 10' 12 In. 16 In, 2 2 2 2 3 3 4 1 3 5 4 5 4 24 In. 1 2 2 2 3 3 1 'OF! a .5 le Ll A W EXT. FIN15H MAT, ''t an a PER EXT. ELEV. �a o P05T ANCHOR I ' . . �, v W N SEE FND. PLAN I : r d �',a ; 4" GONG, 5LA13 w ' 4" GONG. 5LAB W/ I • W/ VAPOR . axe.. , � VAPOR BARRIER I •a' BARIER '---.� Q a rS -11f�:• ;' •• ;;. �� I �ill�lll I I�III�II;; •^ f , ..• , •, , e• �III�IT_I; � Q � -.: � ,. •;a. • ., �, r ... a. 1= I 111— I -I I I__I� I I I1 i • r < , ` <. I .: I I. � ;g b 1:. '! ., .r,,� , a., '! 1 a• I I y° .•, .. r • .. :a r J _ �F�I Q •...•. I I '�1I .a• . �'' M '..}'y w iiI• ,,.� ;} a, ,. • a 3" COVER I =i ";.',A; + . _31 COVER fl 4 ' The header stud shall not be required If the header is I •.•, 'S rT U supported by a suitable framing anchor. bA I u 01) GONG. GONG, PAD SIZE PER PLAN I GONG. PACs 51ZE PER PLAN �' '� 4� r- � SLAB # OF REE3AR PER PLAN I PED1STA L # OF REBAR PER PLAN 46 I HEADER DETAIL & SCHEDULE ISCALE Mate: kale: 052008 rtih/ceL CORINT111AN BUILDERS 1/411 1' 407-377-0480 156 1 POST TO FOUNDATION CONNEKTI ON SCALE: 3/411 =11.0" Title of Page: lettald (IN, QVI ,►. i Gni cc... 8710 Details — Signature: 1 We)" 5TUGGO ON METAL LATH OVER 15# FEL `7116' 0.5.5. OR 15/3201 EXT,.PLYHP, 5HFATHINO FLOOR5Y5TEM PER FRAMING LAYOUT "V" GONTROL JOINT 5/5"STUGGO ON O.M.U. HAL HALL PER PLAN PERPENDICULAR 12 STUCCO EXPANSION JOINT SCALE:314" - 11.010 TRUSS NOTE: O;TMCHORD MAY BE SLOPED-5EE FLR. PLAN UT505LAYOUT FOR GEILINO CONDITIONS-TYP. EXT. FINISH ROOF MATERIAL SEE SEE EXT. ELEV. ELEV. 15# FELT PAPER OVER EKT. GRADE ROOF SHEATHING H/ "H" CLIPS HETAI(o (5.5.T.) U.N.0, —INSULATION BAFFLE, PRE -ENC -7. ROOF TRU55E5 @ 24" 2" MIN. CLEARANCE 5XT, FINISH ROOF MATERIAL IN REINF, BAR SEE O.C., MAX., PER TKU55 MFR. Q 00 ISCALE: 3/4 1W, INSULATION AS REGUIREP SEE EXT. ELEV. 4 SEE FLOOR PLAN ELEV, 0 SEE EXT. ELEV. ROOF 5HEATHINO H/ "H" CLIPS, . 0 (D 15# FELT PAPER OVER EXT. GRADE u #5 BAR CONT, EXT. FIN15H MATERIAL METAL DRIP EDGE P.T. FURRING 4 DRYWALL .. ak 2X NAILER ROOF 5HEATHINC? V41 "H" 6LIP5 EXT. FINISH MATERIAL METAL DRIP EDSE , OH HOOD FASCIA, SEE 6" FROM CORNERS, AND SEE EXT. ELEV. HOOD FASCIA, SEE BOND BEAM FULLY GROUTED HETAI& (S.S.T.) U.N.O. 16" MAX, O.G. IN AN 1"X4" P.T, HOOD BUCK 141 IN51ULATIoN BAFFLE, ELEV. FOR STYLE OFFSET PATTERN 3116"X2 3/4" TAPrON5 AT H11 #5 CONT. H/ UPLIFT STRAP PRE -ENO, ROOF TRU55E5 0 2411 SEE FLOOR PLAN 2" MIN. CLEARANCE VENTED SOFFIT--""'' 12" TYP FOR WINDOW 51ZE P.T. FURRINO $ DRYWALL Or-r-5ET PATTERN PER FRAMING LAYOUT O,(�,, MAX., PER TRU55 MFR. INSULATION A5 REQUIRED INSTALL WINDOW PER SEE EXT. ELEV.:::��� 4 BOTTOM OF TRUSSE.., q: P.T. FURRING DRYWALL OVER METAL DRIP EDGE PRE -ENO, ROOF TRUSSES 0 24' 2X NAILER VENTED 50FFi 4 LOCAL HIND CODE. O.C. MAX., PER TRUSS MFR. %n it VAPOR BARRIER INSUL. ONE LAYER OF HOUSE HPAP,,-' 4° 4 ONE LAYER OF FELT—-"' #5 REBAR IN FILLED CELL PER HOOD FASCIA, 5EE Q EXT. GRADE SHEATHING BOND BEAM FULLY 6ROUTED EXT. FINISH MATERIAL IN 5TALL WINDOW PER PER. SPECS. FL60R PLAN, H/ MIN 25" OVERL) ELEV. FOR STYLE WINDOW WINDOWMFR. SPECS. fl. 1 4 1^1/1 05 CONT. H/, UPLIFT STRAP SEE EXT, ELEV. SEE ELEV. v FULLY-_Wtn1 ITP 7A TIED TO CONT, ROD IN FOOTER ;,� * PER FRAMING LAYOUT O.H. AND BOND BEAM, ALT. BENDS •REINF.� _-FOR P.T. FURRINO s DRYWALL OVER IN BAR VENTED 15OFFtT VAPOR BARRIER 4 INSUL. TRUSS NOTE: .•i SREBAR#NF EXT. FIN15H MATERIAL FLOOR PLAN, H/ MIN 25"OVERLAP, SEE EXT. ELEV. TIED TO CONT, ROD IN FOOTER SEE ELEV. AND Rnmr) BEAM ALT BENDS v FOR O.H. b" C.M.U. HALL, SEE FLOOR PLAN IN REINF, BAR 13 TRUSS AT BLOCK Q 00 ISCALE: 3/4 1W, EXT. FINISH ROOF MATERIAL 15# FELT PAPER OVER EXT. GRADE 4 SEE FLOOR PLAN 0 SEE EXT. ELEV. ROOF 5HEATHINO H/ "H" CLIPS, . 0 (D WINDOW SILL u #5 BAR CONT, EXT. FIN15H MATERIAL I `X4" P.T. HOOD BUCK IAV P.T. FURRING 4 DRYWALL .. ak SEE EXT. ELEV.L� 5116"X2 5/4" TAPrON5 AT EXT. FINISH MATERIAL METAL DRIP EDSE , OH LINTEL 6" FROM CORNERS, AND SEE EXT. ELEV. HOOD FASCIA, SEE . 16" MAX, O.G. IN AN 1"X4" P.T, HOOD BUCK 141 ELEV. FOR STYLE LF OFFSET PATTERN 3116"X2 3/4" TAPrON5 AT an 8 SEE FLOOR PLAN (0" FROM CORNERS AND 16" MAX, O.C. IN AN VENTED SOFFIT--""'' 12" TYP FOR WINDOW 51ZE P.T. FURRINO $ DRYWALL Or-r-5ET PATTERN EXT. FIN15H MATERIAL _ 2X BLOCKING 3 BAYS DEEP4 45" O.C. FROM RIDGE, TOP c) INSTALL WINDOW PER SEE EXT. ELEV.:::��� 4 BOTTOM OF TRUSSE.., q: WINDOW MFR. SPECS. PRE -ENO, ROOF TRUSSES 0 24' 4 LOCAL HIND CODE. O.C. MAX., PER TRUSS MFR. %n ONE LAYER OF HOUSE HPAP,,-' 4° 4 ONE LAYER OF FELT—-"' nnr n cl o Q EXT. GRADE SHEATHING cd -S 0,^ u IN 5TALL WINDOW PER PER. SPECS. WINDOW WINDOWMFR. SPECS. fl. & LOCAL 1A . Kin CODEBONDBEAM FULLY-_Wtn1 ITP 7A DRYWALL SEE FLOOR PLAN - -, :* FOR HINPOHSIZ�_� N/I #5 CONT. HI UPLIFT5TRAP : - INSULATION AS REGUIREP 1,41NDON SILL PER FRAMING LAYOUT— ­,1A wJ 2X P.T. H/ 1/2 DIA. ANCHOR BOLT50 52" O.C. #5 REBAR IN FILLED CELL I"X4` P.T. HOOD BUCK HI GONG. SILL PER FLOOR PLAN, H/ MIN, P.T. FURRING 4 DRYWALL 5/16"X2 5/4" TAPGON5 AT EXT. FINISH MATERIAL b" FROM CORNERS AND 25" OVERLAP, TIED TO H/ INSUL. 8 V.B. 16"MAX. O.G. IN AN CONT. ROD IN FOOTER SEE EXT. ELEV. OFFSET PATTERN AND BOND BEAM HALL, SEE. El -&6P-PLAN— P.T. FURRING 4 DRYWALL FL15 GABLE END BLOCKING DETAIL SCALE: 3/411 1.011 ,—#5 REBAR IN GONG. FILLED CELL PER EXT. FIN15H ROOF MATERIAL 15# FELT PAPER OVER EXT. GRADE. EXT. FINISH MAT. FLOOR PLAN, H/ MIN, 25" OVERLAP, SEE EXT. ELEV. ROOF SHEATHING HI "H" CLIPS SEE EXT. ELEV. ---\\ TIED TO CONT, ROD IN FOOTER AND 13ON12 BEAM, ALT. BENDS METAL DRIP EDGE IN REINF. BAR IT HOOD FASCIA, SEE V\j w G.M.U. ELEV. FOR 5TYLE::�'� 11 -EP BLOCKING�2�3. 13AY5 DE —P.T. FURRING, DRYWALL $ t 4b" O.C. FROM . RIDGE, TO INSUL. H/ VAPOR BARRIER VENTED 50FFI 12 Typ BdTTOM*OF TRESSES 2X OL TOP OF SLAB EXT. FINISH MATERIAL "X BRAGINO" O` -D" FLR. 5EE EXT. ELEV. FIRST 5 TRUSSES 'W -7i PRE -ENG. ROOF TRUSSES 6 24" FINISH GRADE AT RIPO I—Iij MI IA_ xf I I O.C. MAX,, PER TRU55 MFR. ------ 411 GONG, SLAB H/ El 1E, I 1=1 El 1% 1=i VAPOR BARRIER ONE LAYER OF HOUSE WRAP Z 4 ONE LAYER OF FELT III— -1111 111.,j WEI HEADER BL06K EXT, GRADE SHEATHING U U —GLEAN, COMPACTED, PER.5PEC5. TERMITE TREATED FILL. DRYWALL A" BOND 13EAN FULLY GROUTED etm. 2.0n," VVI #5 GONT. H/ UPLIFT STRAP INSULATION 50LID BEARING z PER FRAMINO LAYOU� 2X P.T, H/ b-02 DIA. ANCHOR BOLT54D 32" O.C. O lc_,� 1-11 = "TR #5 REBAR IN FILLED CELL _P.T, FURRING 4 DRYNALL (3 V41 (2) 5 COW. PER FLOOR PLAN, MIN, H/ INSUL. I V.B. 0 25" OVERLAP, TIED -T CONT. ROD IN FOOTERv AND BOND BEAM 21 BLOCK WALL SECTION SCALE: 3/4" 1'-0" 16 GABLE AT BLOCKS 3/4" T M" I Revision pit. 407-682-4052 GwW wilfeim & a.MocidleS CC. 407-682-3S.41 -0. go, Lwar 915260 rhweng7 @ earthlink.tiet 191mgmimed, 97crida827.91-5260 CERT, OF AUTH. NO. 8272 RF1w 17 1 WINDOW SILL AT BLOCK 5-t C.M.U. HALL, SEE ----------- FLOOR PLAN EXT. FIN15H MATERIAL SEE EXT, ELEV. LINTEL SEE FLOOR PLAN FOR V41NOOH 512E— HEAD AT BLOCK 18 WINDOW njurij..1 EXT. FIN15H M, SEE EXT. ELE' SEE FLOOR PI FOR DOOR 51 BLOCK nEAD i Ax xT20 1 DOO'R Male: 052008 1/4" TRIM PER BUILDER —� 2X WALL PER PLAN; 3 1 1�011rp" 47 1 COUNTER DR TOP X P.T. FURRING 4 DRYWALL 1"X4" P.T. V400D MCK H/ 5116"X2 3/4" TAPCON5 AT b" FROM CORNERS AND 16" MAX. O.G. IN AW OFFSET PATTERN INSTALL WINDOW PER WINDOW MFR. 5PEC,5. 4 LOCAL WIND CODE. 3/411 -1'-0" P.T, FURRING 4 DRYWALL LINTEL POOR TRIM 2"X P.T. HOOD BUGK H/ 5116" X 2 5/4" TAPCON5 AT 6" FROM THE CORNERS AND SLAB AND AT 12" O.C. IN A STAGGERED PATTERN INSTALL DOOR PER DOOR MFR. 5PEG5, 4 LOCAL WIND COVE. ISCALE: 31411 =1'-0'! CORINTRIANBUILDEM 407-377-0480 -- ��R 5 ON STRONG -TIE UNLESSNOTED OTWERWI! PRECAST LINTEL r INSTALL WINDOW PER Q 00 HINDON MFR, SPECS, 4 SEE FLOOR PLAN 0 4 LOCAL, WIND CODE. FOR WINDOW 51 . 0 (D WINDOW SILL u #5 BAR CONT, I `X4" P.T. HOOD BUCK IAV GONG. SILL .. ak —CONC,. COL. 5116"X2 5/4" TAPrON5 AT EXT. FINISH MATERIAL , OH 6" FROM CORNERS, AND SEE EXT. ELEV. . 16" MAX, O.G. IN AN CONCRETE BEAM OFFSET PATTERN b" G.M.U. HALL, SEE an 8 FLOOR PLAN bj) P.T. FURRINO $ DRYWALL 17 1 WINDOW SILL AT BLOCK 5-t C.M.U. HALL, SEE ----------- FLOOR PLAN EXT. FIN15H MATERIAL SEE EXT, ELEV. LINTEL SEE FLOOR PLAN FOR V41NOOH 512E— HEAD AT BLOCK 18 WINDOW njurij..1 EXT. FIN15H M, SEE EXT. ELE' SEE FLOOR PI FOR DOOR 51 BLOCK nEAD i Ax xT20 1 DOO'R Male: 052008 1/4" TRIM PER BUILDER —� 2X WALL PER PLAN; 3 1 1�011rp" 47 1 COUNTER DR TOP X P.T. FURRING 4 DRYWALL 1"X4" P.T. V400D MCK H/ 5116"X2 3/4" TAPCON5 AT b" FROM CORNERS AND 16" MAX. O.G. IN AW OFFSET PATTERN INSTALL WINDOW PER WINDOW MFR. 5PEC,5. 4 LOCAL WIND CODE. 3/411 -1'-0" P.T, FURRING 4 DRYWALL LINTEL POOR TRIM 2"X P.T. HOOD BUGK H/ 5116" X 2 5/4" TAPCON5 AT 6" FROM THE CORNERS AND SLAB AND AT 12" O.C. IN A STAGGERED PATTERN INSTALL DOOR PER DOOR MFR. 5PEG5, 4 LOCAL WIND COVE. ISCALE: 31411 =1'-0'! CORINTRIANBUILDEM 407-377-0480 -- ��R 5 ON STRONG -TIE UNLESSNOTED OTWERWI! PRECAST LINTEL BARTOP AND BARTOP HEIGHT PER PLAN JUNCTION BOX. gad SCALE: N.T.S. BEAM PER FRAMING LAYOUT 55 1 POST TO BEAM CONNECTION Title of Page: Details Signature : WOOD BEAM 5EE 5 LAYOUT) 5T AN 415H MAT, :T. ELEV. ISCALE: 3/4" = 1'-0" . ... . . . ...... ..... .... .... ---- - ------- Ronald W. '51,011svrr, ,A Zlfo, FNa ?V, No, 2 12008 r Q 00 NO 0 . 0 (D u #5 BAR CONT, H/ MIN. 24" LAP. .. ak —CONC,. COL. PER PLAN `EXT. FIN15H MAT. PER EXT, ELEV. GONG, FILLED GELL CONCRETE BEAM BARTOP AND BARTOP HEIGHT PER PLAN JUNCTION BOX. gad SCALE: N.T.S. BEAM PER FRAMING LAYOUT 55 1 POST TO BEAM CONNECTION Title of Page: Details Signature : WOOD BEAM 5EE 5 LAYOUT) 5T AN 415H MAT, :T. ELEV. ISCALE: 3/4" = 1'-0" . ... . . . ...... ..... .... .... ---- - ------- Ronald W. '51,011svrr, ,A Zlfo, FNa ?V, No, 2 12008 r Q 00 NO 0 . 0 (D u nEaa U 5 u p an 8 bj) 0, 0 0 c) 4) Z q: (= O 0 0"_ 0 4. 'U 'A- � 0 U 4° C, o Q cd -S 0,^ u 0 U r -L4