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Home My WebLink About121 E 18 St2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG 17 2116 Application No: ,�� =�-_- Documented Construction Value: $ '� 0 7 4 4 (4- `13 Job Address:�. ( r'g GQL -32-7771 Historic District: Yes ElNo 22'' ❑ Parcel Ill: Axa ' 19 ' 30 - � ' 0_rOv - 0 10v Residential Commercial ❑ Type of Work: New 1,3 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: C?onsbru cA7 new hom c., Plan Review Contact Person: Tal 01 Phone:401" �P2�g� �� Fax: 107- 3 S Title: d0lM&—C(C & '' Email: ante r; r�wp4eIL)g me, corn, Property Owner Information Name 23J I �_ ao �"Ie y, cv e -r -" Phone: Street: � 0 ( w. 3e(n (Y1 o ) C -AVjResident of property`' City, State Zip: 34771 Contractor Information Name= i��, - IY 109f, l cc� Phone: 407- � Z• ` � b Street: �`i untCr 4,GyY1 Fax: 'W 7 - 3S-6 - S?iSS City, State Zip: W (f&o L 3ZA9 ;ice State License No.:C(3C 12- 5�'q S 2-- CArchitect/Engineer Information Name: 1 Stl I I n Phone: �� 7 Street: �3 � I C'r��eSt �.l�q � CU v ("� Fax:JCa-- ` j City, St, Zip: r L_ 32 77 E-mail: f iC rC eAA " tR'1 K. Bonding Company: Address Mortgage Lender: I_ Address: 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 SI'Z'E BEFORE THE FIRST INSPECTION. IV YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE Of, COMMENCEMENT. 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 ora permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate perinit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that dat 5'h Edition (2014) Fly idir- uilding Code W- 1 "��3 �s/ / 1,:� 1 5 ,_�� _ - � fir✓ C�� SIMPSON CONNECTOR SCHEDULE FLOOR TRUSS T rQY ID MODEL ROOF UPLIFT SYMBOL 0 A HTU26 2940 1655 ,A - — 0 C HTU26-2 2940 2175 1 L 0 E IIGU526-2 4355 215 e 0 G HGUS26-3 4355 2155 I Lo 0 J I-IGUS210-4 9100 4095 , U 0 L HHUS46 2790 1550 ILL HA422 3695 1455 0 INHA 0 C422 665 0 IA426 4550 1855 I Lo ROOF TRUSS QTY ID MODEL ROOF uPLIFr sYMBDL 0 A' A H FIGU52r, 2 HG'US"LS-2 HGU526-3 HGU528-3 HGU5210-4 74G0 u _... ,A o — - 10 ° 2155 3235 4095 1 C I lc 0 D Lip ILE F U E F 0 0 G G U 0 0 H J I IN _ 0 PECIAL - ACCESSORIES 0 3 1/2" x d" FLOOR SEAT PLATES 0 1 1/2" x 8" FLOOR SEAT PLA'rE5 SCR BO Q T ----MOD . IIQTY EWS BOLTS �--` MODEL __ R ACCESSORIES 0 3x13 NAIL ON PLATES --_ 0 1 1/L" x 8' ROOF SEAT PLATES ll _ SCREWS BOLTS I —I - SDS 1/4 x 3" 0 I1/2 x 8"C. BOLTS - __ - 0 SDS 1/4 x 4-1/2" 0 112 WASHERS - - 0 SDS 1/4 x 6' 0 111/2�-� A c .- - 1 i+r+Li�nE [ITU26 � hITU2� 2 1-P r aLv TYF �:��>'�2 PLY TYP �� _ _ VLQFR rP _-� QTY MODEL QT MODEL - - - _ _ 0 SDS 1/4" x 3 0 1/2" x 8"C. BOLTS 0 SDS 1/4" x 4 1/2" 0 1/2" WASHERS _ _ 0 SDS 1/4" x G 0 11/2' NUTS .._. - MISCELLANEOUS ROOF TRUSS FLOOR TRUSS QTYIi MODEL QTY MODEL DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-13 LUS24 HI HTU28 HTU26-2 895 3600 490 1555 4G80 3600 4680 5320 2140 2175 HTU28-2 3485 2155 FIGU52r, 2 HG'US"LS-2 HGU526-3 HGU528-3 HGU5210-4 74G0 3235 5230 7460 9100 2155 3235 4095 SPECIAL SPECIAL ° 0 0 � p _ 0F---- 0 0 G7 O C7 C) CJ Kms', VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN WINO FORCE RESISTING SYSTEMIC -C HYBRID WIND ASCE7d0 ENCLOSED EXPOSURE CATEGORY 8 OCCUPANCY CATEGORY II WIND LOAD 140 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING TCLL: 20 PSF TCDL: 10 PSF BCDL: 10 PSF TOTAL: 40 PSF DURATION: 1.25 FLOOR LOADING TCLL: NA PSF TCDL: N'4 PSF BCDL: NA PSF TOTAL: NA PSF DURATION: NA IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HA\4E BEN pp ] By V' ate BUILDER: Integrity Remodeling PROJECT:I - --- MODEL: Alexander Res - ADDRESS: 121 East 18th St LOT/ BLO K: CAUTION!!! 1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC,) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES, REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING, 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4)UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 3/12,7/12 CEILING PITCH: 0/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: N/A TRUSS SPACING: 24" BUILDING CODE: FRC:2014 =REARING HEIGHT SCHEDULE d-�0 �] 9'-0" WALL BRG. NGT. 13'-5" KNEEWALLL BRG. hIG'F. FOR DORMER --- SUBDIVISION: � --- CITY: Sanford, FL 32771 DRAWN BY: Marcela Aviles JOB # : Appwright #835219 DATE: 7/11/16 SCALE: 1/4" = 1'-0" PLAN DATE:1 -3/03/16 - REVISIONS: _ 1. 7/21/16, MA 2. 3. - 4. - Builders R I . t.Sourca, rs 4408 Airport Road Plant City, FL 33563 Ph, (813) 305-1300 Fax (813) 305-1301 I Z 0 W 8_ rn0 z 0 0 z W W Z CU' w li M 0 Z LLJ Cn Z Q U W on I• O � U a� LL- z C) U 0 Z Q �- �Z 0 a- cn- 0:� Q W 1 O J S � �?;_' Q zL 1z a} o�E 0:�Y � U W LLJ zIz 0:� U O J o:;� cn_ Z� LLJ X MR o� z JC7 U 2 LW w UCDZ zw a C.) w � � o� �� --IU) az Ld �o U Z LJJ LLA � �o FI:: C-) �3--L CD� z� �:;e C1 � - s - J F-- 0 z C-9 Li. w K c!) CD U-1 Cn Uo 1x V) Co L,A N n A ! a 00 •k. A A11. AM E a EACH I LD. NSDE OIA1 ER Q OT t UNW TLE w w/ NTHI ALT ACOUS10L CEl ID TLE F .F.S. FXIEIaDR MSUURON FRIM Srb1E♦1 NMM MAIN ESCEW PSF 0 w/0 110 OUT AU AUMME EJ, DRANSION Xw NSU IL Kl91NA110N R R FM 1CA, WALL CLEAN OUT AFF ABOVE FREKED FLOOR am ElArllrf(11. PSF w R/A 111311411 AN w.C. WFOFJL CLOSET AIU AR IWDLM UNIT F1.JV. EIE1K►I N J JAN. am FEW REINFUM BAR MDs HOOD AUK AUMEOW EQUIP. "Upu ]R J6f. 11016f RECEPT. RUVDIaE wH WAH IEAOFR AIM Alm® ow. BQIUINiIw 8/2/2016 RIF. FEFEWU wT WWI APPRML APPROOOWOE ESGL. HFAIFIC W= IEIIM M MRS. MASOM F01F. FINPUFCED WJLF. MELDED WE FAGR C ARGL AOUEGIURAL E'.w.C. ESCALAOR mat NRMKAL RR M REQUKiED wJ M MELDED MKK: MESH W. VaEAIOR MAIL NOUN RD. ILOOF am a '..)- B BA EOAIID tri IECII. MHAME IL RIU ROOF TOP UNIT Y YD YALD IK.DC. GULDW F FLA FLOOR CLEAN OUT MEP EMFMNICA , BENN, PlJ11AING RA. NOW n ELK. am FD. FLDOR DIdW MEI. MEDAL RA. ROUGH OPEM .... . _.. em IYOOSONO F.S. R" S w MFR MNKFACIURER �Q BM. em F% FIE 011NGLUER MN. MINI" S $/A SUPPLY AR _� - - -ate E FJ: W10W FN®ED RDOR F.C. FINE DORKKllS1ER AD OMIET MBC. MISOMAEDUUS SA.O, SUSPENDED ACQ SrAX CEILING O O BOT. BOf1OM FALL. FINE HOSE CALM M.O. HIIISO K OPEINQ SNL SAIIM �" FN. FORM M,S.Q. HANFACFUIM SVMDNM 9A9E S.C. Sao cow C cm CQIIG FUR. FLOM MiGs MDLNIED S.F.somFMCA C23��h 1- i CONIIIOL JOKR FLOW, HLO E9IFIQ , �f6 .. . ,. - , . 51L a" a' � ., q. CUM LYE FOL FOOINC N KLC. NOT N CONWO SPEC. SPENIICXw CAL am our NONDOM. N0NCOkRVW v"A SPRIOM k CJTIII CONCIVE MAMW UNIT Q Qk QM10E N.T.S. NOT TO MU a SQM CUL OOLLAN QNy. INLNIN1 D k '' 0 SU KESS SI®. cam OONIKRJOUS at GEJEIML CONIi1MC10R 0 O.C. ON Cow SIM. SFRUMLJNitL .' 0.1 i 13 d1 s F' x , -` COIIIR. C0Nfl = Q.F.L QAOLKD FW K[ERCEP`= OA. OVELRUOW M 510. SDMDAD OONC, 00HCRETE Q.L MLWMM RON OJL OR ONNIM DOOR STI. STEEL .. Cf O'1AAEKC 11E ND. Qum OPND. Dow am SLFPEWM CN COED WQER GYP. Qf %N SBR SELF AND ROD P PL. PM D DFS.. DONEE H tDtN)L WIDNOOD RM PIIV3HC LAMNOE T THK. THIP( .'Sk; t _ _I'll1. DEE, OEM HOW IYI UWME PLAL PLASTER TAS. TOP OF STEEL DEPT. DEPN MW H.C. IWDDIIP FLM PLYWOOD TAW. TOP OF WILL DER. OEDIL KS. FWD = PIK.. PAW in 1RFA0 OWL DWiE7ER IUM. 1111 LOM MEAL P.O.B. POW OF BEDKKKIiO T+1P. TYPM DML D ENSIION HOW. HOTKIDNDL POL. POLRB ON. DOWN KP. HIGH POW PREFAB. POWANICKIED U UXIL UNLESS NOTED ODf1l M DR DOOR IR HDUR P.T. PNE9SIKE 1RUM DS DOWN SPOUT HL FEI*ff P.S.F. MINDS E'ER SLItm FOOT V V.C.T. VRML. OOMPO6fuTOtl TLE on DRI UNG HIR HOT MATER PSI POUNDS FGt SORE NCH VERT. vElff L Pf PONT VEST. ViSITbLU V1F. VERIFY N I= ARCHITECTURAL SYMBOLS_ A-000 0 / INFERIOR ELEVATIONS DOOR NUMBER INDICATION WALL SECTIONS UUU - ROOM NUMBER 11A-uv -uou RM. NAME b ROOM NAME BUILDING SECFIONS 102 EXTERIOR WALL TYPES A-UUO DRAWING NO. -•`- EXTERIOR ELEVATIONSI FEo- FIRE SHEET NO. = �A�.`// EXTINGUiSFIE[ ,---u KEYNOTES# WALL / PARTITION /-< TYPE IDENTIFICATION c: D Ai REVISIONS , l - � ENLARGED DETAILS Jk,� OR FLOOR PLAN DESIGN CRITERIA EL. 0'-00" A.F.F. REF. POINT ELEVATION DATUM POINT FLOOR PLAN SCALE: 1/n"= I DRAWING TITLE I. ALL CONGRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I . AT 2b DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR CONCRETE BEAMS AND COLUMNS. 2. ALL REINFORGING STEEL SHALL BE NEW BILLET DEFORMED STEEL MINIMUM GRAPE 60 AND IDENTIFIED I N ACCORDANCE WITH ASTM A615, A616, A617 OR A706. U.N.O. 3. GONGRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM Cq0 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF IGOO P.5,1. (F'm = 1500 PSI) 4. MORTAR SHALL BE TYPE M OR 5 IN ACCORDANCE WITH ASTM C270. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.5.1. AT 2£3 DAYS IN ACGORDANGE W/ ASTM G I O I q OR ASTM 64-76. 6. SOIL BEARING CAPACITY ASSUMED = 2000 PSF 7. FILL FOR FLOOR SLAE35 SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 015% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALVE PER ASTM D-1557. ALL FILL SHALL BE GLEAN AND FREE OF ORGANIC, OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS HAVE PRECAST HEADERS UNLESS NOTED OTHERWISE. q. REINFORCEMENT BAR LAP AT SPLICES #4 BAR - 24" MIN. #5 BAR - 30" MIN. #6 BAR - 36" MIN, FOR CONCRETE / 42" FOR MASONRY #7 BAR - 42" MIN. FOR GONGRETE / 42" FOR MASONRY #3 TIES - 18" MIN. OTHER. W.W.F. - Ib" MIN. 10. ALL INTERIOR BEARINGS WALLS TO BE #2 KD S.Y.P. OR #2 S.P.F. U.N.O. 11. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS IN ACCORDANCE WITH NATIONAL DESIGN SPEGIFICATION FOR WOOD CONSTRUCTION. PROJECT TEAM: O"ER: Brian Alexander Address DESIGN CRITERIA f� is Al xand r R sid nce Brian Alexander 121 E. 18th Street, Sanford, Florida CONTRACTOR: Integrity Remodeling Address GODE5 AND EDITION5 USED: FLORIDA RE51DENTIAL BUILDING CODE 5TH EDITION (2014). FLORIDA PLUMBING GODS 5TH EDITION (2014) FLORIDA MEGHANIGAL CODE 5TH EDITION (2014) NATIONAL ELEGTRIGAL GODE 2011 (ADOPTED JUNE 30, 2015) NFPA 101, 200q NFPA 13, 2001 FLORIDA FIRE PREVENTION CODE 5th Ed Itlon Adopted Per, 31, 2014 A5GE 1-2010 A. DA51G HIND SPEED Vult: 140 MPH (3 SECOND GU5T) B. HIND IMPORTANGE FACTOR: 1.0 G. GON5TRU6TION TYPE: NEW SINGLE FAMILY RESIDENGE D. BUILDING CATEGORY: II E. HIND EXP05URE GATE60RY: B ENCLOSED F. GOMPONENT5 AND GLADDING HIND PRE55URE: 30.81 PSF G. NUMBER OF 5TORIE5: ONE (1) H. BUILDING HEIGHT FROM FROM GRADE TO TOP OF ROOF: IT -O" I. RE51DENTIAL UN5PRINKLED 12. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE 5 E INTENDED T E TYPICAL AND HALL BE CONSTRUED TO APPLY O B L TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT INHERE A DIFFERENT DETAIL IS SHOWN. 13. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM 0225 OR D3462. FASTEN WITH GALVANIZED ROOFING NAILS II" LONG WITH MINIMUM FOUR (4) FASTENERS PER STRIP SHINGLE. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D316I OR M -DC RA 107-q6 FOR THE APPLICABLE WIND ZONE. 14. SHINGLE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I 15. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANGE OF 6'-8" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. 16. ALL LUMBER SHALL BE #2 SYP TYP. U.N.O. SHEAR WALL IN MASONRY WALL NOTES: ALL SEGMENTS OF G.M.U. WALLS UNBROKEN BY OPENINGS ACT INDEPENDENTLY AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PR:OV I DE BRAG I NG FOR LATERAL LOADS. MEGHANIGAL: I. DRYER VENT SHALL NOT EXCEED 25'-O 2. ALL AIR RETURNS MUST HAVE FIRE STATS. 3. AIG UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL 51 DES PLUMBING: 1. WATER HEATER T � P RELIEF VALVE TO BE FULL SIZE TO EXTERIOR. 2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN W/ DRAIN TO EXTERIOR ( W/ THERMAL EXPANSION DEVICE). 3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 4, ALL HOSE BIBS SHALL HAVE BAGK FLOW DEVICES, 5. MAIN PLUMBING VENT SHALL BE 3"- MINIMUM. GENERAL NOTES: I. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. 2. CONTRACTOR SHALL GALL ENGINEER WITH ANY QUESTIONS PRIOR TO PROGEEDING WITH CONSTRUCTION J- I F-) r� r-\ r- r- r'% r- r - NOTES: CASE 1 (BOTH DIRECTION) CASE 2 (FULL UPLIFT) 1) o=5' -O" 2) FOR DORMER TRUSSES USE +15 PSF AND -80 PSF 3) FOR "EYE -BROW" TRUSSES BELOW MAIN ROOF USE + 15 PSI'-- AND SrAND -82 PSF 4) USE OVERHANG PRESSURES FOR GOVERED PATIOS, LANAI, PORCH, AND SIMILAR UNENCLOSED AREAS (ZONES 2 OH OR 3 OH AS APPLICABLE) ZONE +PRESSURE SHEET It -PRESSURE O +10.5 REMARKS PSF -21.5 PSF O + 10.5 PSF - 30.5 PSF 0 + 10.5 PSF - 50.0 PSF 0 OVERHANG + 15.0 PSF - 50,0 PSF `J OVERHANG + 115.0 PSF - 60.0 PSF DRAWING INDEX, TITLE SHEET It DATE OF 155UE REV1510N5 REVI51ON5 REMARKS COVER SHEET 1 8/2/2016 _ A - 9/1/2016 B -11121201b m - PARTIAL SITE PLAN 2 8/2/2016 A - 9/1/2016 C FOUNDATION PLAN 3 8/2/2016 _" ySril :.:. _ C4 FLOOR PLAN 4 8/2/2016 B - 11/2/2016 ELEVATIONS 5 8/2/2016 w B - 11/2/2016 5EGTION5 AND DETAILS 6 8/2/2016 B - 11/2/2016 ` l 'i ' ' c _ ROOF FRAMING PLANS I 8/2/2016 U B -11/2/2016 � ELEGTRIGAL PLAN 8 8/2/2016 B - 11/2/2016 t (-Ir--- c�CID HVAC, PLAN AND DETAILS 9 8/2/2016 A - 9/1/2016 B - 11/2/2016 P4 DETAIL SHEET 10 8/2/2016 4tic� -1- DETAIL SHEET 2 II I 8/2/2016 fit: ,0,11 n W iEVIE"'EU FOR GOVE CON1PL1ANCE - ls. PLANS EXAMINER -- DATE NOTE TO BUILDING DEPA -TMENT: PURPOSE OF THESE PLANS IS CONSTRUCTION OF A NEW ONE STORY SINGLE FAMILY RESIDENCE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL 13E CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified cit Slab Inspection S 111 C,t c n n 04 RICK CAST1l10 � � d' 0.4 I- m x --;b T - W; .. ., C �) . :I .. :',, :::' . , . Y _" ySril :.:. _ C4 CIDS- __ it y4' H��yi t 1 . -. y i6 e 1 C _..1 w -0 _ _ r '- ` l 'i ' ' c " w X U M � O i T dt r 7 W t (-Ir--- c�CID '#. ?,4. k�f� ...ie -'` 10-0 P4 cn U 4tic� -1- � (f I.r U fit: ,0,11 n 5. 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PLANS EXAMINER -- DATE NOTE TO BUILDING DEPA -TMENT: PURPOSE OF THESE PLANS IS CONSTRUCTION OF A NEW ONE STORY SINGLE FAMILY RESIDENCE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL 13E CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified cit Slab Inspection S 111 C,t c n n 04 RICK CAST1l10 � � 0.4 I- m x --;b T - .� ., C �) 4� 4 C4 CIDS- W 1_fl_- w w -0 r '- tz " w X U M � O r 7 W t (-Ir--- c�CID - n 10-0 P4 cn U 4tic� -1- � (f C) U W ,0,11 n Ct-o �'r) tJ �, �ew �; g U("IV)R2aG��C § Q � a Li -i :Z: z cl� n -'!� Y �Q cr) cD Cn O O CV CV �" ---, Q--�' v - C23��h 1- i i� i� � ��.j . E:-+ U P4 ry� P -i V4.61 If1 '2 HI M ffil esIL 9 H91 3) 04 RICK CAST1l10 0.4 I- 75 x --;b T - .� ., C �) 4� 4 C4 CIDS- W 1_fl_- (1`)-� � -0 r '- tz " w X U - O r 7 W t (-Ir--- c�CID - n 10-0 P4 cn U 4tic� -1- � (f et 2 t....- oo c� W ,0,11 n Ct-o �'r) tJ �, o �; g U("IV)R2aG��C E:-+ U P4 ry� P -i V4.61 If1 '2 HI M ffil esIL 9 H91 3) 1. U pr, W I- 75 x --;b T - .� C �) 4� -0 C4 CIDS- W 1_fl_- (1`)-� � -0 r '- tz " S_- X CIO q) --Jf0� 1� SIGN & SEAL 11110 �M C-9 z 0 Ld CnCn 0 z 0 0 U z �(A �Z 0 �z O W J a J z¢ Ld �o C)¢ C) CY Y a. v W W r U OLLJ J W tY In C 0 z dC) W �C.D Cw 0 U W z= W o� z 0 w rc� p LLJ Ld z� C) 0 r� z �z aCD 0 cn J O CD �i W J Ca w V) U p �Z W N C] Ae I 1. IT 15 THE INTENT OF THE ENGINEER THAT THIS WORK BE IN GONFORMANGE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURI5DIGTION OVER THIS TYPE OF GONSTRUGTION AND OGGUPANGY. GONTRAGTOR SHALL DO THEIR WORK IN GONFORMANGE W 1 TH ALL APPLICABLE CODES AND REGULATIONS. 2. THE GONTRAGTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBS I TE PRIOR TO GOMMENG I NG WORK. GONTRAGTOR SHALL REPORT ALL D 15GREPANG I ES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ENGINEER PRIOR TO GOMMENG I NC WORK. 5. GONTRAGTOR. SHALL SUPPLY, LOGATE AND BUILD IN THE WORK ALL INSERTS, ANGHORS, ANGLES, PLATES, OPEN INC5, SLEEVES, HANGARS, SLAB DEPRESSIONS, AND PITGHES A5 MAY BE REOU I RED TO ATTACH AND AGGOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERV I GE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUGED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 5. ALL DETAILS AND SEGTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, EXGEPT WHERE A DIFFERENT DETAIL 15 SHOWN. 6. SUBSURFAGE SOIL CONDITION INFORMATION 15 NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2500 PSF SOIL BEARING GAPAG I TY. GONTRAGTOR SHALL REPORT ANY DIFFERING GONDITIONS TO THE ENGINEER PRIOR TO GOMMENGINC WORK. -7. GONTRAGTOR WILL INGORPORATE ALL NEGESSARY LOGAL/STATE/FEDERAL BUILDING, FIRE, AND HAND I GAP GODES INTO THE DESIGN AND BASE PROPOSAL FOR A GOMPLETE TURN—KEY PROJECT. 8. PROJEGT SHALL BE TURNED OVER TO OWNER IN A GLEAN GONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL WINDOWS AND CLASS GLEAN, ALL FLOORS GLEAN, ALL HORIZONTAL SURFAGES DUSTED AND GLEANED, AND ALL PLUMBING AND TOILET FIXTURES GLEAN AND IN GOOD WORK I NC ORDER. q. GONTRAGTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO AGGUMULATE. 10. GONTRAGTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. I. DIMENSIONS INDIGATED ON THE DRAW I NC S IN REFERENGE TO EXISTING GONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEED I NC WITH ANY WORK DEPENDANT ON THE DATA INVOLVED, THE GONTRAGTOR SHALL FIELD GHEGK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER GONDITIONS OF LIMITATIONS AT THE SITE TO AVOID GONSTRUGTION ERRORS. IF ANY WORK IS PERFORMED BY THE GONTRAGTOR OR ANY OF HIS SUBGONTRAGTORS PRIOR TO ADEQUATE VERI F I GATI ON OF APDL I GABLE DATA, AY RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REGE I RED TO CONFORM TO EX 15T I NC LIMITATIONS, SHALL BE ASSUMED BY THE GONTRAGTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER. 12. A DESIGNATED LOCATION FOR STORAGE OF GONSTRUGTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE-GONSTRUGTION MEETING. 15. GONTRAGTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NEGESSARY FOR COMPLETION OF WORK. FREE AGGESS TO ALL PARTS OF THE BUILDING 15 NOT ALLOWED. 14. GONTRAGTOR 15 RESPONSIBLE FOR SGHEDUL I NC DELIVERY, RECEIVING, UNLOADING, UNGRATI NG, SORTI NC, SETTING IN PLAGE, AND PROTEGTINC FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE GONTRAGTOR. TH 15 SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE GONTRAGTOR. • I. TERMITE PROTEGTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDES, INGLUDINC SOIL APPLIED PESTIGIDES, BAITING SYSTEMS, AND PESTI G I DES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTEGTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GONSTRUGTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTEGTI VE TREATMENT, A GERT I F I GATE OF COMPL I ANGE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE L I GENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS REGE I VED A GOMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH RULES AND LAWS E5TABL 15HED BY FLORIDA DEPARTMENT OF ACRIGULTURE AND GONSUMER 5ERVIGES. 2. PROTEGTION TO BE DONE AFTER ALL EXCAVATION, BAGKFILLINC AND GOMPAGTION 15 GOMPLETE. 5. DISTURBED SOIL TREATMENT MUST BE RETREATED. 4. TREATMENT SHALL BE PROTEGTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OGGURS BEFORE BARRIER PLAGEMENT, SOIL MUST BE RETREATED. 5. PROTEGTI VE SLEEVES AROUND METALLIC, PIPING PENETRATING GONGRETE SLAB—ON—SLAB GRADE FLOORS SHALL BE NDN—GELLULOSF CONTAINING MATERIALS AND REGE I VE AN APPLICATION OF TERM I T I G I DE IN ANNULAR SPAGE BETWEEN SLEEVE AND PIPE. NOTE: Thla FIROPOSIED SITE! PLAN le not an actual eurve, of oa id property. The }8C engineering, LLC assume6 no reaponelbility for the accuracy of eald information. The OlNeR and/or }" rofeGatoml Land Surveyor shall ve rIfy *It* dimenelone and condltiona, placemant of they structure, and any other re6trictlone or limitations before conatructlon begirm. I. FINISHED FLOOR TO BE A MIN. 18" ABOVE GROWN OF ROAD. 2. FINISHED FLOOR TO BE A MIN. 5" ABOVE GRADE. 7 • (1WEDUCAr) I Wr70 6 9A% m 94'(M) 7 0 0 ur'O'(P) Ok to construct single family home with setbacks shown, U l'to'Ifticall Site SCALE: 1/8H = 1e®011 DRAWING NUMBER a1exarid e rr.dwg z O V) Ej ENG33 RICK CASTILLO U w m — 1CIA 7� eF" Q) [� L x.., LL_ LLi w (� C— � M 0 U W a � z CL a �o 0 N Q � c� z O V) Ej ENG33 RICK CASTILLO SIGN ,,AL 0* �. s-f`fATl�L1 GG�1'`s'-' Y G4VLC� 7 NITN 1k�616t.EAE0 046lN1=FF16 5£A,L U w — 1CIA 7� eF" Q) [� L x.., LL_ LLi (� C— � Ua SIGN ,,AL 0* �. s-f`fATl�L1 GG�1'`s'-' Y G4VLC� 7 NITN 1k�616t.EAE0 046lN1=FF16 5£A,L w SIGN ,,AL 0* �. s-f`fATl�L1 GG�1'`s'-' Y G4VLC� 7 NITN 1k�616t.EAE0 046lN1=FF16 5£A,L z w 0 w U) cn C-0 Z c� 0 w 18 En 0 z CU g J J c� z w w Z c� w 0 E U) z 0 z U n ¢o L o 01-1 Fi J �< L !fno Ca a- ww U O J u w Z cn w o:: co QC) zz CD w �a z z � w w z uj uj 3 C) c' w w z w w � 0 �o vi z 7 z C) S � CD CDz w J �7CD W Cn UO CKcn CO Z w N d 4" CONC. SLAB W/ 6X6 10/10 W.W.M. OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL GO _I 15 DOWEL W/ STANDARD HOOK & 30" LAP AT FILLED CELLS �NMONOLITHIC FOUNDATION W/ (3) 15 DIA. RODS CONT. ON CHAIRS #5 DOWEL W/ STANDARD HOOK dt 30" LAP AT FILLED CELLS MONOLITHIC FOUNDATION W/ (3) #5 DIA. RODS CONT. ON CHAIRS 5'-O" N CMU WALL WITH CERAMIC TILE. CERAMIC TILE FLOOR. aco GRADE_ . GRADE 22'-O" 22_8• ?�"... ■! '• �. J =EEt G� 3 T 1 -_"x 10" THICKENED EDGE 4�-0�� Iq.�..p■ 4'-p" '-10 I/2,5'-4"----------- FOOTING AT EXTERIOR CMU WALLS 1/2"= 1 --0" tt- 2X4 BOTTOM PLATE W/ 1/2" X 8" ANCHOR BOLTS (W/ 6' MIN. EMBED.) W/ 2" X 1/8' WASHERS 21" O.C. AND ALL CORNERS 4' CONC. SLAB W/ 6X6 10/10 W.W.M. OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL 1-1/2" MIN. COVER TYP. STEPDOWN @ GARAGE 1/2"= 1 '-0" MONO MONO 3/8" RECESS 4" CONC. SLAB W/ 6X6 10/10 W.W.M. OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED PATIO SLAB TERMITE TREATED ALL °. ' ° ,yrs•-tl :.;-_ GD CONTROL JOINT 15 DOWEL W/ STANDARD HOOK do 30" LAP AT FILLED CELLS GRADE • „.:I t ...,�,.r. N,. TYPICAL RECESS SLAB @ DOOR 4" CONC. SLAB W/ 6X6 10/10 W.W.M. OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL (2) 05 CONT. (3' COVER FROM BOTT. OF FOOTING) TYPICAL FOOTING AT GARAGE 1/2"= V-0" (1) ,#5 CONTINUOUS 4" CONCRETE SLAB SLOPES 1/4" PER FOOT AWAY FROM HOUSE THICKENED EDGE DETAIL 1/2"= 1 '-0" FOOTING AT SHOWER EXTERIOR CMU WALLS 1/2"= F-0" MONO 1/2"= Y-0" GENERAL FOUNDATION NOTES 1.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, EXISTING CONDITIONS, AND FIXTURE LOCATIONS PRIOR TO INSTALLING CONCRETE. 2.) CLEAN FILL OR STABILIZED EXISTING SOIL, COMPACTED TO 95q MODIFIED PROCTOR DENSITY PER ASTM, (TERMITE POISON TREAT SOIL OR BORATED FRAMING). 3.) ALL FILL AREAS OF THE FOOTING/SLAB AREA SHALL BE F.D.O.T• CLASS 'A" AND SHALL BE COMPACTED IN A MAXIMUM OF 12" LIFTS TO 95q RELATIVE DENSITY. 4.) ALL FOOTING/SLAB AREAS SHALL HAVE A MINIMUM SOIL BEARING CAPACITY OF 2000 P.S.F. 5..) CONCRETE IN SLABS AND FOOTINGS SHALL BE 2500 P.S.I. STRENGTH AND SHALL DEVELOP 90% OF FULL STRENGTH WITHIN 28 DAYS. 6.) ALL FOOTINGS SHALL BE A MINIMUM OF 12" BELOW FINISHED GRADE, AND TOP OF SLABS TO BE A MINIMUM OF 6" ABOVE FINISHED GRADE. 7.) FOOTING SHALL BE REINFORCED WITH /5, GRADE 60 BARS AS INDICATED. ALL BARS SHALL CONFORM TO ASTM SERIAL DESIGNATION A305, BE CLEAN, AND FREE FROM RUST AND SCALE. SPLICES SHALL OVERLAP A MINIMUM 25". 8.) ALL FLOOR SLABS SHALL BE MINIMUM OF 4" THICK CONCRETE REINFORCED W/.75 LBS OF FIBRILLATED FIBER PER CUBIC YARD PER ASTM -1116, OR 6 "x6 "x 10 j 10 W. W. M. ON 6 MIL POLYETHYLENE VAPOR BARRIER, 9.) EXTEND SLAB AND PROVIDE RECESS PER MFG. SPECS TO RECEIVE SLIDING GLASS DOOR TRACKS. SEE PLAN FOR LOCATIONS. 10.) EXTEND SLAB FOR THRESHOLD PER MFG, SPECS AT ALL DOOR OPENINGS. SEE PLAN FOR LOCATIONS. 11.) MISSING EMBEDDED STEEL MAY BE INSTALLED AS FOLLOWS W/ SIMPSON ET OR SET EPDXY- DRILL 3/470 FOR 15- OR 5/8"o FOP, P- TO MIN. DEPTH OF 5" i.O.N. OR SPECIFIED BY MFG. OR ENGINEER CLEAN HOLE W/ OIL -FREE COMPRESSED AIR. FILL HOLE 1/2 TO 2/3 FULL STARTING FROM BOTTOM W/ ET OR SET 2 -PART EPDXY. INSERT CLEAN & OIL -FREE DOWEL, ROTATING SLOWLY, UNTIL FULLY SEATED. ALLOW TO CURE FOR 24 HOURS BEFORE APPLYING LOAD. 12.) REFER TO ENGINEERS ANNOTATION, COMMENTS, DESIGN STATEMENT OR ANCHOR .SCHEDULE FOR LOCATIONS OF EMBEDDED ANCHORS PRIOR TO INSTALLING CONCRETE, cv (V m m rr� N s (Zl C:) J� 9 Z Z uj O O i - 1CIOti co w i 0 ' c`1 I UO cL n d m co co N N C� r— NG I IMR] RICK CASTILLO J� 9 i - 1CIOti co w i 0 ' c`1 I UO DRAWING NUMBER ,,s alexander.dwg SIGN & SEAL itiif)/�� -TILLO v ♦Tf'i \�� a 'i1� .�.. r. a uj • >e O e c,op' ^J 'aeeeeae.e°� 4' V` 2w"i 4n�UNLE55 W 6 vi 0 z 0 0 U J J z ry W W z z w 0- M G z w z 0 U z w r 0 n 0 am �o CD c CDz Mo oQ o r�U Uj a z ¢o a� �z CD_ _j Fy- z� ��2 W c.� o 0 0 � Y Ld U W W Cr _ � U C? o� � v) w � M o U I- O z �Q U S C c�W i z W� c� z zW vW z c� �3 �E o� GENERAL NOTES WINDOW & DOOR PRESSURES E ND AWEREA WIND AREA WNO PRESSURES (S4. FT) (POSITIVE AND NEGATIVE) AREA BLI= 51 OF WTWN 5 OF 41 V B"NG CGPIhus BufimG Comm 10 34.8 -37.8 ±�6 RENG ICK CASTILLO 20 +33.2 + 312 - 36.2 - 43.5 50 +31.2 + 31.2 -34. - 39.3 100 + 29.6 + 29.6 - 32.5 - 36.2 GARAGE + 30.3 + 30.3 - 37.7 - 39.2 DOORS O 75 1.) SPECIFICATIONS SHALL PREDOMINATE OVER NOTES. NOTES SHALL PREDOMINATE OVER DRAWINGS. WRITTEN DIMENSIONS SHALL. PREDOMINATE OVER SCALE OF DRAWINGS. 2.) INSTALLATIONS OF MATERIALS AND ASSEMBLIES SHALL MEET Of? EXCEED MANUFACTURERS BEST RECOMMENDATIONS FOR METHODS. 3.) DESIGN IS BASED UPON INFORMATION SUPPLIED. WHICH IS PRESUMED TO BE ACCURATE AND COMPLETE. 4.) ALL NOTES SHALL BE CONSIDERED AS TYPICAL (TYP.) UNLESS NOTED OTHERWISE (U.N.O.). 5.) THESE DRAWINGS, NOTES AND SPECIFICATIONS ARE PROVIDED BY RC ENGINEERING. FOR USE BY RC ENGINEERINGS CLIENT FOR THIS PARCEL, ANY REUSE BY THE CLIENT OR ANOTHER PARTY IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF RC ENGINEERING. 6.) ALL REASONABLE ATTEMPTS HAVE BEEN MADE TO VERIFY EXISTING CONDITIONS AND ADAPT DESIGN ACCORDINGLY. DRAWINGS ARE PROVIDED TO CONVEY DESIGN INTENT AND ARE NOT INTENDED TO DETERMINE CONSTRUCTION METHODS AND PROCEDURES. NOT TO SUBSTITUTE FOR SPECS, SHOP DRAWINGS, ETC. OF SUBCONTRACTORS AND/OR SUPPLIERS. 7.) GENERAL CONTRACTOR SHALL PROVIDE CONSTRUCTION WHICH CONFORMS WITH ALL PERTAINING REGULATIONS, CODES, AND LOCAL JURISDICTIONS OF SUCH. 8.) GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY RC ENGINEERING AND OR ENGINEER OF RECORD OF ANY DISCREPANCIES OR CHANGES PRIOR TO CONSTRUCTION. 9.) ALL FIXED GLASS AND WINDOWS ABOVE AND AROUND SHOWERS AND TUBS TO BE SAFETY GLASS. 10.) PROVIDE 1/2" EXTERIOR DRYWALL OR 1/4" HARDI BOARD (OR EQV.) ON ALL EXTERIOR CEILINGS SURFACED WITH 1/4" CEMENTITIOUS COATING (TYP.). 11.) ALL BEDROOM WINDOW SHALL MEET MINIMUM EGRESS REQUIREMENT UNLESS OTHERWISE NOTED. 12.) FOR FRONT ENTRY USE X -O" W. MINIMUM DOOR OR (2) Y-0" W. DOORS. 13.) WALLS WITH TRUSSES BEARING AT VARYING ELEVATIONS SHALL HAVE TRUSSES OF LOWEST ELEVATION ANCHORED AT TOP OF WALL, A KNEEWALL SHALL BE CONSTRUCTED BETWEEN THE TOP OF THE WALL AND NEXT TRUSS BEARING HEIGHT. A CONTINUOUS LOAD BEARING CONNECTION FROM FLOOR TO UPPER TRUSSES IS REQUIRED. 1 -4} -INSTALL -GUARD .4 1) IiL- 6/11T W/ PICKEFS 0, LESS-THAN-4",MAX-.(CLEAR-SPA6E-AND-BOTTOM-RAfL--WfTH-2' MAZE. SPACE)-fU- [ff%JTAND-n cn LU ONeE I`RA ED URff-UNIA LOAD ' n onnt❑ARn1LCn TO nAISSO. c AREA ,S WCLVDnnYr LOAD AF-AN3-P8fN ALfT . 15.) ALL STRUCTURAL FRAMING MEMBERS TO BE 12 S.Y.P. OR EQUIVALENT. MASTER WALL LEGEND New Exterior CMU Wall -Height A 771 New Exterior Frame Wall -6" ® New Exterior Frame Nall -4" New 4" Interior Stud Nall ® New 4' Interior Stud Nall -Load Bearing ® New 6" Interior Plumbing Wall NOTE: KITCHEN LAY -OUT 1. SEE SHOP DRAWINGS FOR ACTUAL KITCHEN LAY -OUT SUBMIT ALL SHOP DRAWINGS FOR REVIEW: 2. ALL PANTRY AND LINEN CLOSETS TO HAVE (4) WIRE SHELVES UNLESS OTHERWISE NOTED. 3. REFER TO SPECIFICATION SHEET FOR ALL COLORS AND FINISHES UNLESS OTHERWISE NOTED ON THESE DRAWINGS. NOTE: EGRESS WINDOWS ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM TOTAL GLASS AREA OF 5.0 sq, ft. GROUND FLOOR WINDOW AND 5.7 sq, ft. SECOND STORY WINDOW THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE TWENTY-TWO (22) INCHES. FRONT TRAN5PARENGY GALGULATION5: TOTAL WINDOW 5WARE FOOTA6E: 4 0 3'X 6'= 12 5F TOTAL FRONT ELEVATION 5MARE FOOTAGE = 402 5F % 6LA55 =12/402X100=11.9 TABLE R302.6 DWELLING/GARAGE SEPARATION From the residence and attics From all habitable rooms above the garage Structure(s) supporting floor/ceiling assemblies used for separation required by this section Garages located less than 3 feet from a dwelling unit on the some lot Not less than 1/2" gypsum board or equivalent applied to the garage side Not less than 5/8" Type X gypsum board or equivalent Not less than 1/2" gypsum board or equivalent Not less than 1/2" gypsum board or equivalent applied to the interior side of exterior walls that are within this area a - 7'V �v T I&_O" 4'-0" 44'-t3" T-21/2' ALL STRUGTUfRAL WOOD HEADERS TO 5E IDOUME 2' X 12' UNLESS NOTED OTHERWISE Floor Plan "'Lul SCALE: 1 /4 = 1'---0 SANFORD O�r'A rtTM�� #15-345 ] C) U V _ ^1:� 41 V ........... N . t e rm{ RENG ICK CASTILLO 7 (D Ma COO J LIJ 7 n JL O J s 0 J LLJ W Q r c� rrII O0 c� I U rr� _ CL Q n t c� I C M In N hal r) 000 a co - Q U W _ r ACV J - N U I4 U V _ ^1:� 41 V ........... N . t e rm{ RENG ICK CASTILLO W (D Ma COO n JL 0 Q r c� rrII O0 c� I U rr� cn 00 Q n t c� I ti In N hal r) 000 Q U W U I4 ii /n $AGN & SERI, 14 i ( � SED IUl7�1'k�(v��,r[ i�'��INEEf?5 SEAL U V _ ^1:� T- t- e rm{ Q) p W (D COO JL ii /n $AGN & SERI, 14 i ( � SED IUl7�1'k�(v��,r[ i�'��INEEf?5 SEAL U � ii /n $AGN & SERI, 14 i ( � SED IUl7�1'k�(v��,r[ i�'��INEEf?5 SEAL W W � W COO ii /n $AGN & SERI, 14 i ( � SED IUl7�1'k�(v��,r[ i�'��INEEf?5 SEAL rn Ca z 0 0 z 0 C) J J CD Z w W z CD z W U m O W Z O U F- O F- m m m O tY -7 OLf F tY O Z O O L.� Q }- U Q D Z Q I U) Z O O W J Cl O s ¢ z M W ca o CD z tr Y a. U W W �s O� W <n Cn ZDW m� z� �CD Q� T CJ7 (/) W Lu W Z -U. U Z Z W Q W z s CD o W ti o MF - Z W W CD ck:: U W G T' O s z zL- af�� W ?- W J L Z [a o w cn U p 0-1V) w z N C.� EXTERIOR FINISH: CEMENTITIOUS FINISH APPLIED TO PAPERBACKED LATH, OVER AN APPROVED PLASTIC HOUSEWRAP, ATTACHED TO WOOD FRAME CONSTRUCTION SHALL BE A MINIMUM OF 718" THICKNESS SURFACE COVERING AND 6" MINIMUM ABOVE FINISHED GRADE. A VERTICAL EXPANSION JOINT SHALL BE PLACED EVERY 150'-0" (S.Q. F.T.) OR EVERY LINEAR 20'-0" (FT.) OF SURFACE AREA COVERED BY CEMENTITIOUS FINISH. CEMENTITIOUS FINISH APPLIED TO C.M.U. CONSTRUCTION SHALL BE A MINIMUM OF 3/8" THICKNESS SURFACE COVERING. ONLY CEMENTITIOUS FINISH SHALL BE APPLIED DIRECTLY TO CONCRETE OR C.M.U. - WITHIN 6" OF FINISHED GRADE. ob FF. CY-& F.F. POWHIf REAR ELEVATION SCALE: 3/16" = 1'-0" 12 al 4x4 FT C,OI. N AM" -SAM ANP BC82-2/4 GAF' TYP _ 1/2" 6EMENTITIOU5 FINISH i C] V) Q) Lj .. ENGIN SCALE: 3/16" = 1'-0" u " H RICK CASTILLO ■ pm, Q) A GOD J W �rI a O >r v r� _ ri c� GAJ v ch M C � 't I � C`1 cc) ri n o � In 00 4 n1 L 11 Z tm a D CD C) V - N _0 Cn n' RIGHTELEVATION V) Q) Lj .. ENGIN SCALE: 3/16" = 1'-0" u " H RICK CASTILLO ■ pm, Q) A GOD �rI O r� F� ri c� GAJ o" cr ch M (/� 't I � C`1 cc) ri n o � In 00 4 n1 a RIGHTELEVATION V) Q) C C SCALE: 3/16" = 1'-0" u H ( F- ■ pm, Q) A GOD F 9 In" GEMENT . TIUUS FIN15F1 LEFT ELEVATION SCALE: 3/16" = I'-0" L(D g PORCA4 F _ . _.. TDA 6• B _ n...,.. -77 .. _ 1 _ -- _....., - _ - v�lvfir�R 8 fJ WVzol PNL 5101149 s FIRM - W - .. 1. MT/LJ-ED PM /SIGN &SEAL w3NJ V) C C H GOD /SIGN &SEAL w3NJ z C7 w Z Cr- �C) U O >- U o z ¢ 2-' o �C/) � z CD w J 0 CD J = J z L� CL c W U � 0 U � Y �w � U C) J O Wry = W MP CD z CD U z W Uz z w C3 U w Z CD C%7 W C a n_ cn Q _U j Q c W w� 0 C r� CD 0 __jCD a z z � w w � s -Z CD<D Z cn U O U) LD W Q n - TRUSS STRAP -SEE TRU5c_ LAYOUT(MI55ED META20 OR EQUAL MAY BE REPLACED BY MT5 12 W/ (4) 3/16" X 1-3/4" TAPGON5 IN LINTEL PRE-ENGINEERED TRUSSES 24" 0.6 R-4 FOIL INSULATION W/ 5/8' PLYWOOD 5HEA"THING W PEEL 4 STICK ON TOP W/ SPRAY FOAM IN5UL BELOW. SEE DETAIL A ON DTL-I FOR SOFFIT AND FASCIA DETAILS #5 VERTICAL REINFORCEMENT (BEYOND) SEE FOUNDATION PLAN FOR LOCATION OF FILLED CELLS FILLED CELL TO BUa ATTACHMENT. SLOPE CONSTRUCTED WITH 5T000O FINI5f EXTERIOR FINISH PER ELEVATIONS #5 DOWEL W/ STANDARD HOOK & 30" LAP AT FILLED CELLS MONOLITHIC FOUNDATION W/ (2) #5 DIA. RODS CONT. ON CHAIRS GRADE I'-4' 5/8" GYPSUM BAORD OR 1/2" U.5.6. 5AG RESISTANT CEILING BOARD OR EQUAL (ASTM G 13g5/ G 13g5M) W/ (1) #5 CONT. USING MIN LOCATIONS USE q0° LAP E/W TEL ABOVE WINDOW5 & DOORS E FLOOR PLAN FOR 51ZE )N, INSTALL PER ER SPEGIFIGATIONS ND TRIM 30ARD ON IX2 PT FURRING U.G. f INSULATION kB W/ 6X6 10/10 W.W.M. OR VER 6 MIL VAPOR =R WELL COMPACTED NTED FILL TYP. EXTERIOR CMU WALL SECTION (ONE STORY) 3/4 1 '-0" MONO WALL @ 9'-0" MTS 12 STUD TOP TO BLOCKING OR RAFTER BOTTOM CHORD TYP. 2x4 SYP OR #2 SPF @ 16" O.C. W/ SP 1 EACH STUD BOTTOM IYP. & SP2 EACH STUD TOP. TYP. STUD WALL J/ (3)8d NAILS @ EVERY STUD SPAN J/ (3) 8d TOENAIL5 'NER5 3/4"=1'-D" NON LOAD BEARING i� >� H h� F- U O C) I- V1 vJ ~w RICK CASTILLO :) (n ,- — F- 1/2" ANCHOR BOLTS OR 1/2"x7" --- P.T. SOLE PLATE REDHEADS @ 32" O.C. D EXTERIOR KNEE WALL TO MASONRY N.T.s. t1i Lu } PORCH BR6 8'-0" gK f=.P.0'-0" _ P.P. Will 4{04") 3/4"®1'-0" DOUBLE TOP PLATE W/ SP2 @ EVERY STUD 2X4 STUDS @ 16"O.G. 13LOGKIN6 @ MID SPAN R -II BATT INSULATION (MIN) 2X4 BOTTOM PLATE W/ 1/2" X 8" ANGHOR BOLTS (W/ 6" MIN. EMBED) W/ 2" X 1/8" WASHERS @ 21" O.G. AND ALL CORNERS 4" GONG. SLAB W/ 6X6 10/10 W.W.M. OR FIBERMESH OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL 1-1/2" MIN. COVER Section 1-1 SCALE: 1/4 = 1'--0 sq,v�.o�o # 6 4 J a 1 is DRAWING NUMBER alexander.dwg EMS cY) Q) LIJ -so H h� F- E V1 vJ RICK CASTILLO :) (n ,- — F- 21-1 W m :2 MSI �i m M J � U — _O C7 � �h �n oo co j rr� I�1 c"I O o JLJ � in u 00 x Q:�: R, Q m .D ca NCD CV CV J a 1 is DRAWING NUMBER alexander.dwg EMS cY) Q) LIJ -so H h� E V1 vJ RICK CASTILLO ,- MSI �i O W U — _O C7 � �h �n oo co j rr� I�1 c"I O o � � in u 00 Z t R, J a 1 is DRAWING NUMBER alexander.dwg EMS cY) Q) LIJ -so SIGN �\s-fILLo Ali, s 25 7 ` (� C Lu %FLpPstip�,, �• =0WArICOZ 1909.4 qlL 1?JW E,5,5 54V W1 W W616 M1950 ENGINEERS SEAL H h� E V1 vJ SIGN �\s-fILLo Ali, s 25 7 ` (� C Lu %FLpPstip�,, �• =0WArICOZ 1909.4 qlL 1?JW E,5,5 54V W1 W W616 M1950 ENGINEERS SEAL z CD w (n C� z p (/T CD z CD 0 J J Z Lu Lu w z CDZ W a 0 z z w cnz O U Z 0 ry d H- 0 tz m JY CD Q cr rn O z oL-3 z � O C] Z Q z O cn ww O CD C:) O J T 2 L� O j U o O 0 O t� W J Lu � U O J C3 W _ (/) (/7 W w M I- 0 z J CD U z cn F- w IL E5 U 2 Z W 0 U w Ld w _o w �CD z w U� � U z w O p� U (n Z z O <D O T J Q CD Z Z L� wC-0 CD J zZ W (n ca o � N [O W d � 04 U TRU55 NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARIN6 HALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOHN5 TO BE SIZED PER TRUSS MANUFAGTURER5 UPLIFT GALGULATION5. ANY QUESTIONS A5 TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR GLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'49" TO 6-0" 3 HEADER 5TUD5 (EACH SIDE) 6-0" TO 12'-0" 4 HEADER STUDS (EACH SIDE) 12'-0" TO Ib' -O" 2 HEADER STUDS REQ. (1) FULL LENGTH STUD 3 HEADER STUDS REQ. (2) FULL LENGTH 5TUD5 4 HEADER 5TUD5 REQ, (2) FULL LENGTH 5TUD5 4. BEARING HALL NAIL PATTERN, ALSO GABLE ENDS -PLYWOOD: (FIELD) USE 8D NAILS 0 12" O/G (EDGE) USE 27D NAILS 0 6" O/G -6YP5UM: (FIELD) USE 5E) NAILS 9 8" O/G (EDGE) USE 5D NAILS 0 4" O/G 5 OOF NAILING PATTERN ,1 I . O O _ O O 7 s' 0 RIDGE 4' n �2 O O w2 �� O O 0_4 O O SIMPSON STRAPPING SCHEDULE ANY MENTIONED STRAP MAY BE SUBSTITUTED FOR EQUAL OR GREATER -E 2'x OVERHANG FRAMING VENTED SOFFIT 2"x BALLOON FRAME WALL OR T PRE-ENGINEERED GABLE TRUSS 7/16" (NOMINAL) O.S.B. OR PLYWOOD k - 1 ZONE I - USE 8D COMMON NAILS ® 6" O/G ZONE CHART O 2 ZONE 2 - USE bD COMMON NAILS ® 6" O/G 3 ZONE 3 - USE 8D GOMMO 6. I/2" GYPSUM CEILING: USE 5D N L5 0 7" O/G -I. 5ENGO 2 1/4" X.01 4 PA5ELO 2 1/4" X .Oqq PNEUMATIC NAILS MAY BE USED IN LIEU COMPLIANCE OF 8D COMMON NAILS. NAILED 5" D.G. ED6E5 4 0 5" O.G. FIELD 8. ALL INTERIOR LOAD BEARING LL5 TO BE 2X4 #2 SPF ® 24" O.G. UP TO 14'-0" HOT. Q) INTERIOR LOAD BEARING HALL ABOVE 14'-0" TO BE 2X4 #2 5PF 0 16" O.G. UNLESS A34 OTHERHI5E NOTED. q. GABLE END SHEATHING SHALL E NAILED HITH b-d'S 4" 0/G EDGES AND 6" O/G FIELD 10. TABLE 2304AI, OF THE FLORI BUILDING CODE 5TH EDITION 2014 ED., NAILING 0 REQUIREMENTS ARE IN ADDITI TO STRAPPING REQUIREMENT5. 11. PROVIDE 5/8" TYPE X GYP. BD GARAGE GLO. BENEATH HABITABLE SPACE 4 1/2" MIN FI F2 GYP. BD. 0 6ARA6E SIDE HAL 5 4 UNDERSIDE OF 5TAIRHAY IF USED AS ACCESSIBLE E ::� SPACE. SIMPSON STRAPPING SCHEDULE ANY MENTIONED STRAP MAY BE SUBSTITUTED FOR EQUAL OR GREATER -E 2'x OVERHANG FRAMING VENTED SOFFIT 2"x BALLOON FRAME WALL OR T PRE-ENGINEERED GABLE TRUSS 7/16" (NOMINAL) O.S.B. OR PLYWOOD BOTTOM CHORD AFFIX W/ 16d COMMON TO 2x NAILER @ 32" O.C, C.M.U., I.C.F., OR FRAME BEARING WALL BELOW 2 "x PLATE W/ (3)16d COMMON + + 12d COMMON (TYP.) 2x NAILER AFFIX W/ 16d COMMON 32" O.C. TO FRAME WALL OR 1/4"x4" TAPCON 0 32" O.C. TO MASONRY WALL GABLE END BRACING DTL. NOTE TO ROOFING MATERIALS: 1.) FASTENERS: TO BE CORROSION RESISTANT CONFORMING TO R904 -R905 --CURRENT FBC & ASTM F 1667. 2.) UNDERLAYMENT.• TO COMPLY WITH R904 -R905 -CURRENT FBC & CONFORM TO ASTM D 226 -TYPE 1 OR 2, OR ASTM D 4869 -TYPE 1 OR 2(SHINGLE) ASTM D 226 -TYPE 2, ASTM D 2626, ASTM D 1970 OR ASTM D 6380(TILE), OR ASTM D 226 -TYPE 1 OR 2, OR ASTM D 1970(METAL) 3.) ASPHALT SHINGLES TO COMPLY WITH 8904 -R905 -CURRENT FBC & CONFORM TO ASTM D 225 OR ASTM D 3462, ROOF TILE TO COMPLY WITH ASTM C 1167(CLAY) OR ASTM C 1492(CONCRETE). METAL ROOFING TO COMPLY WITH R904-R905-FBC2014. ATTACHMENT FOR ALL OF THE ABOVE SHALL CONFORM TO ASTM D 3161 (MODIFIED TO 120 MPH) OR TAS 107) 4.) FLASHING: TO COMPLY WITH R905 -CURRENT FBC 5.) DRIP EDGE: TO COMPLY WITH 8905 -CURRENT FBC NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 5TH EDITION 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND A5CE 1-10 1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (null) AND 108 MPH (vead) 2. RISK FACTOR - 2.0 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (v) 3. WIND EXP06URE - CATEGORY G 4. INTERNAL PRE56URE COEFFICIENT FOR ENCLOSED BUILDING 16.18 AND HEIGHT a EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 RIDGE VENT ATTIC VENTS WILL 5E L"ROVIL AT ONE (1) LINEAR FOOT MR 8G2ULARE LVET OF ROOF SUW.9 SHTH. THK. (NOMINAL) --O.S.B. OR PLYWOOD BLOCKING BETWEEN TRUSSES GABLE END BRACING © GABLE CTR. & 1/4 PTS. PRE-ENGINEERED WOOD TRUSSES 24" O.C. 2"x4" LATERAL BRACE EXTENDED 1 TRUSS MIN BEYOND DIAGONAL MEMBER (3) 110d COMMON EA. BRACE TO BOTTOM CHORD (TYP.) SCALE: 3/4 " = 1 '-0" SIMPSON LT,ft-2 DBL 2X6 LEDGER ATTAGHED WITH 1/2"X6"L GONCRETE FASTENERS 4x4 PT COL H ABU44 BASE AND BG52-2/4 GAP TYP 1 0 I? 00 O t_ Ln 1301E 0 B02 L co U) �j B02 0 B02 44-08-00 22-00-00 O u PRODUCT - LjENGIN MODEL FASTENERS & LOADS UPLIFT ADDITIONAL NOTES APPROVAL COMPLIANCE CASTILLO rt F1 F2 Q) [Y1 2 A34 F'. .z FL474.3 413 (NER) U ins leo 0 CD C) V FI F2 p E ::� L50 I6) 1od 2/0 leo o FL474.226 41-3 (NER) > U 069-0-0 o 9-0-0 H3 RAFTER/TRUSS PLATES FI F2 CLG FL474.1 16 393 (NER) c� r --a cp (n) 8d (4) 8d 125 leo 455 c� 00 f r 1 H4(4) RAFIER/TRUSS PLATES FI F2 o0 V � FL474.1 17 :393 (NER) -11_ U sd (4) 8d 6s 360 C-. in W H5- RAFIER/TRUSS PLATES FI F2 - FL474.1 18 393 (NER) FilUc�lcr�a.,www (n) 8d (4) Ed 115 200 455 m 24" O.C. Start Layout SPI STUD PLATE FL474.384 433 (NER) z R:il 743# (6) loci (4) 1 O 585 J N Z U SP2 PL STUD PLATE - N ` [I' V' d' I- FL474.385 433 (NER) PIC � r - 1611od l 890 a Q ¢ ¢ a¢ 0 ¢ a a d V V b b d �/ v d U SP4 sruD N N N N 8<____ FL474.386 443 (NER) r (6) 10dx1 Y.," 735 a a y- 0 O STUD I to o (10) IO'Jxi _aoSPH6 FL53835 9603C (NER) O 10dx1 r (" 1360 O FLAT 'LG 1 vTSl2 (14) oc 1000 . 413 (NER)2) FLAT ;LG 114) 1odx1 i" 840 a - - -0 -0 �' MTS16 (14) 10d11000 FL474.326 413 (NER) (14) 104x1 HTS20 (20) lod 1450 FL538.9 96030 (NER) T//, (24) IOdxl 1450 - LGT2 CARRYING TRUSS (/) 1/4'X2-1/4" (16) I6d 2150 FL1423.13 5672 (NER) 7/12 (14) I6d (16) I6d 2050 1 7/12 V L L LSTA 12 FL 901.30 96030 (NER) (10) loci 805 LSTA18 FL1901.32 443 (NER) (14)10d 1130 9-1-0 FLAT CLG 9-0- LSTA36 c) FL 1901.36 443 (NER) FLAT LG (24) lod 1640 1 F2 DBL META INSTALLATION UPLIFT 3'2 META] 6 171 16d aso PLY TRUSS (12) lodxl/," 1985 FL1901.42 443 (NER) o (9) I Odx1 %„ 335 3 5 1450 2 OR 3 PLY TRUSS (14) I6d 1900 G L\ 1 0 co rl r2 I DBL META INSTALLATION UPLIFT z META20 17) I6d taco 1 PLY TRUSS (12) 10dx1%" 1985 FL1901.44 443 (NER) 0(9) (2)'2x4 EDGER EV BUILD I Odx l y" 335 635 1450 2 0R 3 PL'( TRUSS (14) I6d 1900 U FI F� 18 00 DBL HETA INSTALLATION UPLIFT 13-00 8 HETA20 d (9) I6d 1810 1 PLY TRUSS 112) l0dd j" 2035 FL1901.16 469 (NER) (10) y" 335 730 1805 2 OR 3 PLY TRUSS (14) 16d 2500 PORCH O v, `z HGT-2 ANCHOR TRUSS FL474.134 432 (NER) 3/12 (2) '/" (16) l0d 10980 MGT ANCHOR TRUSS FL1423.15 * (NER) O (I) 5/" (22) 104 3965 FG rR CARRY11,10 TRUSS DBL FGTRINSTALLATION BLOCK OR CONCRETF TRUSS UPLIFT FL3750.1 * (NER) (2) i x5 WEN 1ID (Id) SDS ;,,,,x3,,5000(4) % x5"TITEN FID (36) SDS %"x3"9400 f rrr 16 ANCHOR NAILS FL503.20 (PI * ER) 5/" (18) IGd 3430 8-0 Z z HTT22 ANCHOR NAILS FL FL503.21 * (PIER) O 5/" (32) I6d 5250 D MT128B ANCHOR NAILS FL503.25 * (NER) O 5/" OR �/" (24) I6d 4455 T - 5/8 HD5A ANCHOR BOLTS OR DE 'KING FL503.1I * (NER) SSTB I6 A.B. (2) 3/4" 3705 UPLIFT CAPACITY IS FUR MAX. 2 -PLY WIDTH (3") ABU44 ANCHOR NAILS OR BOLTS FL474.21 469 (PIER) E 5/" (I2) I6d (2) y" 2200 i E ABUbb ANCHOR NAILS OR BOLTS FL1725.1 469 (NER) w 5/" (12) 16d (2) 2300 CANTILEVER w/ '16"O.H. < m HUS210 FACE MOUPdT HANGER H B CANTILEVER w/ 16"O.H. INSTALLATION FASTERNERS JOIST FL3750.79 421 PIER l ) a_ W 1.5/8" X V. X 3" 2845 HEADER 30-I6d 10-16d 44-08-00 s 0 FID8A ANCHOR BOLTS FL503.13 * (NER) SST528 A.B. (2) 7/8" 6465 UPLIFT CAPACITY IS FOR MAX. 2 -PLY WIDTH (3") FIGUS26-2 CARRYING CARRIED FLOOR ROOF - FL3750.28 413 (NER) (20) 16d (8) 16d 3940 4930 232.5 HUS26 HEADER JOIST FLOOR ROOF FL3750.79 421 (PIER) LL (14)l6d (6) 16d 2565 3205 15.50 Z z HRC 1.81 CARRYING EA. HIP FLOOR ROOF FL474 499 (NER) (16) IQdxl %z" (2) 10dx1 y" 720 900 240 LU26 HEADER JOIST FLOOR ROOF FL474.225 393 (TIER) (6) I6d (4) IOdxl y" 665 830 490 NOTE: NAIL VALUES: I) USE (1) MTSl6 (OR INTERCHANGABLE TIE) FOR TRUSS BASED ON "NATIONAL DESIGN TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED SPECIFICATIONS FOR WOOD OTHERWISE (U.N.0) CONSTRUCTION FROM TABLE 8.8c - 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS "NAILS AND SPIKES - 10 BLOCK WALL CONNECTION (U.N.0) LATERAL LOAD DESIGN VALUES" 3) USE HUS26 (OR INTERCHANGEABLE TIE) FOR ALL JOIST NAIL SHEAR VALUE (Ibs.) 103I HANGER CONNECTIONS (U.N 0) 8d 103 4) USE (3) 16d OR (3) .131x 3 1/4" PASRODE GUN NAILS 01i 125# TO FASTEN JACK TO HIP GIRDER. (T&B) l6d 14/# 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUS.SES(>IU,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN Pin OF GIRDER TRUSSES(7,500-10,000LB DOWNI OAD) (1) FILLED CELL REQUIRED WITHIN 4N OF GIRDER TRUSSES('7,500LB DOWNLOAD) 6) F1 IS PARALLEL TO WALL. F2 is, PERPENDICULAR TO WALL. = COMPLIANCE REPORT PENDING AUG 1, 2006 - CHANGE.DWG = PRODUCT APPROVAL PENDING BOTTOM CHORD AFFIX W/ 16d COMMON TO 2x NAILER @ 32" O.C, C.M.U., I.C.F., OR FRAME BEARING WALL BELOW 2 "x PLATE W/ (3)16d COMMON + + 12d COMMON (TYP.) 2x NAILER AFFIX W/ 16d COMMON 32" O.C. TO FRAME WALL OR 1/4"x4" TAPCON 0 32" O.C. TO MASONRY WALL GABLE END BRACING DTL. NOTE TO ROOFING MATERIALS: 1.) FASTENERS: TO BE CORROSION RESISTANT CONFORMING TO R904 -R905 --CURRENT FBC & ASTM F 1667. 2.) UNDERLAYMENT.• TO COMPLY WITH R904 -R905 -CURRENT FBC & CONFORM TO ASTM D 226 -TYPE 1 OR 2, OR ASTM D 4869 -TYPE 1 OR 2(SHINGLE) ASTM D 226 -TYPE 2, ASTM D 2626, ASTM D 1970 OR ASTM D 6380(TILE), OR ASTM D 226 -TYPE 1 OR 2, OR ASTM D 1970(METAL) 3.) ASPHALT SHINGLES TO COMPLY WITH 8904 -R905 -CURRENT FBC & CONFORM TO ASTM D 225 OR ASTM D 3462, ROOF TILE TO COMPLY WITH ASTM C 1167(CLAY) OR ASTM C 1492(CONCRETE). METAL ROOFING TO COMPLY WITH R904-R905-FBC2014. ATTACHMENT FOR ALL OF THE ABOVE SHALL CONFORM TO ASTM D 3161 (MODIFIED TO 120 MPH) OR TAS 107) 4.) FLASHING: TO COMPLY WITH R905 -CURRENT FBC 5.) DRIP EDGE: TO COMPLY WITH 8905 -CURRENT FBC NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 5TH EDITION 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND A5CE 1-10 1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (null) AND 108 MPH (vead) 2. RISK FACTOR - 2.0 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (v) 3. WIND EXP06URE - CATEGORY G 4. INTERNAL PRE56URE COEFFICIENT FOR ENCLOSED BUILDING 16.18 AND HEIGHT a EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 RIDGE VENT ATTIC VENTS WILL 5E L"ROVIL AT ONE (1) LINEAR FOOT MR 8G2ULARE LVET OF ROOF SUW.9 SHTH. THK. (NOMINAL) --O.S.B. OR PLYWOOD BLOCKING BETWEEN TRUSSES GABLE END BRACING © GABLE CTR. & 1/4 PTS. PRE-ENGINEERED WOOD TRUSSES 24" O.C. 2"x4" LATERAL BRACE EXTENDED 1 TRUSS MIN BEYOND DIAGONAL MEMBER (3) 110d COMMON EA. BRACE TO BOTTOM CHORD (TYP.) SCALE: 3/4 " = 1 '-0" SIMPSON LT,ft-2 DBL 2X6 LEDGER ATTAGHED WITH 1/2"X6"L GONCRETE FASTENERS 4x4 PT COL H ABU44 BASE AND BG52-2/4 GAP TYP 1 0 I? 00 O t_ Ln 1301E 0 B02 L co U) �j B02 0 B02 44-08-00 0 Qa nY,T 0 0 M 0 0 0 00 N CD O 00 0 Ln 0 0 6 0 r4N "luILQ SANFGj,Z0 ��"�1raTr>h #16-2345 DRAWING NUMBER alexander.dwg f' y w 0 22-00-00 O u 22-08-00 LjENGIN 1.4 RICK CASTILLO Q) [Y1 2 3/12 .z U 2 CD C) V tAi p E ::� � o CD > U 069-0-0 :J11 2 ET'LAT 9-0-0 CLG FLAT CLG c� r --a cp Cn m in U c� 00 f r 1 V � -11_ U . z C-. in W _ 11 FilUc�lcr�a.,www SIMP50N LTA -2 m 24" O.C. Start Layout � co '16"O.H. a R:il 743# R: Fo,593# J N - N ` [I' V' d' I- M PIC � r - - a Q ¢ ¢ a¢ ¢ ¢ a a d V V b b d �/ v d _ N N N N 8<____ N a a y- 0 I to 9 0 FLAT 'LG 1 FLAT ;LG 11 12 -op -00 a - - -0 -0 �' 12- -00 F7/12 7/12 T//, - 0 7/12 1 7/12 V L L 9-1-0 FLAT CLG 9-0- c) FLAT LG 3'2 C)ly- o G L\ 1 0 co I _ 0 (2)'2x4 EDGER EV BUILD $"O.H. 1 00-08 18 00 13-00 8 F73/121 COVERE PORCH 3/12 EXP ' TO WIN 0-0 8-0 FL kT CLG 2-00-00 22-00-0 FLAT LG - 5/8 YWOO OR DE 'KING E C8 2:z 8 i E F CANTILEVER w/ '16"O.H. 16"O.H. CANTILEVER w/ 16"O.H. 24" O.0 Start Layout 44-08-00 0 Qa nY,T 0 0 M 0 0 0 00 N CD O 00 0 Ln 0 0 6 0 r4N "luILQ SANFGj,Z0 ��"�1raTr>h #16-2345 DRAWING NUMBER alexander.dwg f' y w 0 O u E � LjENGIN 1.4 RICK CASTILLO Q) CT3 .z U M V tAi E ::� � o > U U c� r --a cp Cn m in U c� 00 f r 1 V � -11_ U . z C-. in W _ 11 FilUc�lcr�a.,www m � co a J N - N � r - O Cn /P SIGN & SEAL "CILLO , r ♦a s \ tai. 4 . Lu r w Y S l� & • ;• J/ �J'�,,��''S?�at��*,�.��' EOI�"IA']'k�kl<rL`G'iPY C1i'uNLE55 ��A IuirN ��iSr,Eia�p �PrGIP��r� 9E.41. O u LjENGIN 1.4 RICK CASTILLO Q) CT3 U V tAi � o U c� r --a cp Cn m in U c� 00 f r 1 V � -11_ U , a C-. in W FilUc�lcr�a.,www /P SIGN & SEAL "CILLO , r ♦a s \ tai. 4 . Lu r w Y S l� & • ;• J/ �J'�,,��''S?�at��*,�.��' EOI�"IA']'k�kl<rL`G'iPY C1i'uNLE55 ��A IuirN ��iSr,Eia�p �PrGIP��r� 9E.41. O u X -cs) Q) CT3 U V tAi /P SIGN & SEAL "CILLO , r ♦a s \ tai. 4 . Lu r w Y S l� & • ;• J/ �J'�,,��''S?�at��*,�.��' EOI�"IA']'k�kl<rL`G'iPY C1i'uNLE55 ��A IuirN ��iSr,Eia�p �PrGIP��r� 9E.41. O X -cs) /P SIGN & SEAL "CILLO , r ♦a s \ tai. 4 . Lu r w Y S l� & • ;• J/ �J'�,,��''S?�at��*,�.��' EOI�"IA']'k�kl<rL`G'iPY C1i'uNLE55 ��A IuirN ��iSr,Eia�p �PrGIP��r� 9E.41. z C7 w cn ZD ca z ry U., LJ z CD z w U M 0 I— w cn z CD U i cn O 0 LJ O U SL zaz L_ Q F- N z 0 rA_ cf) cy-z o J a O T yy-- Z t�.. aLAJ W C-1 a Q O 0-1 Y [l. U w w s c U O 0 f w cy_ colc_ ? Q z z ZJQ rn LLJ =z Qw U w z C_1 W a 3: a <n 'a G_ W O � U 0 cr U cn� zU-1 CDz a CD �o z zL_ W _ W} � z cl) o w v) uCD cr w Q Q ELECTRICAL GENERAL NOTES: 1) INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE FOLLOWING CODES AND STANDARDS. A. NFPA70 B. NFPA72 2) CONDUIT ROUTING AND DEVICE / EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. 3) CONDUIT ROUTING AND DEVICE / EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. 4) COORDINATE LOCATIONS OF ELECTRICAL FIXTURES, ARCHITECTURAL DETAILS PRIOR TO ROUGH -IN: LOCATE LONG AXIS VERTICALLT. 5) CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION: REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION AND SIZE OF EQUIPMENT WHICH ATE PROVIDED BY OTHERS AND CONNECTED BY ELECTRICIAN. 6) VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGHING IN FOR LIGHT SWITCHES. 7) HEIGHT OF DEVICES A.F.F. SHALL BE TO CENTERLINE UNLESS NOTED OTHERWISE. 8) ALL 120 VOLT, SINGLE PHASE, 115 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROrECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 9) IN ONE AND TWO FAMILY DWELLINGS SMOKE DETECTORS ARE REQUIRED IN ALL SLEEPING ROOMS AND IN THE IMMEDIATE VICINITY OF ALL SLEEPING CLUSTERS. EACH ADDITIONAL STORY OF A RESIDENCE MUST HAVE SMOKE DETECTORS (INCLUDING BASEMENTS) PREFERRABLY NEAR STAIRWELL. IN NEW CONSTRUCTION SMOKE DETECTORS MUST BE HARD WIRED AND INTERCONNECTED SO WHEN ONE IS ACTIVATED, ALL ALARMS ARE ACTIVATED, ALL UNITS 10) RECEPTACLES MUST BE TAMPER RESISTANT IN ACCORDANCE WITH NEC 406.12. 1 1) ALL EXTERIOR RECEPTACLES TO BE WEATHER PROTECTED PER NEC 406.9(B). GENERAL WATER HEATER NOTES: WATER HEATERS SHALL BE EQUIPPED WITH TEMPERATURE & PRESSURE RELIEF VALVE CONNECTED TO DISCHARGE FULL SIZE TO THE EXTERIOR. WATER HEATERS INSTALLED I HABITABLE SPACES SHALL BE INSTALLED IN A PAN WITH A MINIMUM DEPTH OF 1-1 /2". PAN SHALL BE DRAINED TO THE EXTERIOR BY INDIRECT WATER PIPE (3/4" DIA. MIN.) DRAWING NUMBER alexarlder.dwg w tl A g Ifu /m 4EMOC)s _K__ 66 fli \ V ,,SIGN & SEAL �o 1) b RICK CASTILLO �f�2 n Ww 0 r�r O O N c) w_ d v) �1 � = U �i o W 2 0— < CLl ;p cp Z) O :V N '— N w tl A g Ifu /m 4EMOC)s _K__ 66 fli \ V ,,SIGN & SEAL �o 1) b RICK CASTILLO n 0 r�r N c) d v) �1 � = U �i o W w tl A g Ifu /m 4EMOC)s _K__ 66 fli \ V ,,SIGN & SEAL �o 1) b 0 cn -M L O � G zv G <L O Cl- v) Lil w� ) o� C L�- WLJ i S C� U W Cl W = 7D cn C� M Q 0 � z J L�7 U (n L'i cL'i �J U Q CJ w U F - v) w C) V) J j) W Y7 a = U G L. _J w � �_— c) v; cr L'i ELECTRICAL LEGEND 1(at), DUPLEX CONVENIENCE OUTLET [$- K*IP DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET f -a C,.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I{� SPECIAL PURPOSE OUTLET T— DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH `, )4 FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 'j WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED LIGHT FIXTURE (� LIGHT FIXTURE WITH PULL CHAIN CASTILLO REINFORCED JUNCTION BOX -� - UNDER BENCH LIGHTING Z WALL MOUNT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE +� -[ EXHAUST FAN —_ EXHAUST FANLIGHT CQMBINATION ycuU OUTLET FOR GARAGE DOOR OPENER (OPTIONAL) CHIMES CHIMES (OPTIONAL) PUSH-BUTTON SWTTCI-I (OPTIONAL) _ CARBON MONOXIDE / SMOKE DETECTOR PH "TELEPHONE (OPTIONAL)-`------ -_------ TV' TELEVISION (OPTIONAL) THERMOSTAT I E ELECTRIC METER - D ELECTRIC PANEL ' / FLOOD LIGHTS DISCONNECT SWITCH c=� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN (FUTURE) r� CEILING FAN W/ INCANDESCENT LIGHT FIXTURE v CHANDELIER NOTES: 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFT) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. GENERAL NO -FES ELECTRICAL GENERAL NOTES: 1) INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE FOLLOWING CODES AND STANDARDS. A. NFPA70 B. NFPA72 2) CONDUIT ROUTING AND DEVICE / EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. 3) CONDUIT ROUTING AND DEVICE / EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. 4) COORDINATE LOCATIONS OF ELECTRICAL FIXTURES, ARCHITECTURAL DETAILS PRIOR TO ROUGH -IN: LOCATE LONG AXIS VERTICALLT. 5) CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION: L ATION: REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION AND SIZE OF EQUIPMENT WHICH ATE PROVIDED BY OTHERS AND CONNECTED BY ELECTRICIAN. 6) VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGHING IN FOR LIGHT SWITCHES. 7) HEIGHT OF DEVICES A.F.F. SHALL BE TO CENTERLINE UNLESS NOTED OTHERWISE. B) ALL 120 VOLT, SINGLE PHASE, 115 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 9) IN ONE AND TWO FAMILY DWELLINGS SMOKE DETECTORS ARE REQUIRED IN ALL SLEEPING ROOMS AND IN THE IMMEDIATE VICINITY OF ALL SLEEPING CLUSTERS. EACH ADDITIONAL STORY OF A RESIDENCE MUST HAVE SMOKE DETECTORS (INCLUDING BASEMENTS) PREFERRABLY NEAR STAIRWELL. IN NEW CONSTRUCTION SMOKE DETECTORS MUST BE HARD WIRED AND INTERCONNECTED SO WHEN ONE IS ACTIVATED, ALL ALARMS ARE ACTIVATED. ALL UNITS MIDST HAVE BACKUP BATTERIES. 10) RECEPTACLES MUST BE TAMPER RESISTANT IN ACCORDANCE WITH NEC 406.12. 1 1) ALL EXTERIOR RECEPTACLES TO BE WEATHER PROTECTED PER NEC 406.9(B). GENERAL WATER HEATER NOTES: WATER HEATERS SHALL BE EQUIPPED WITH TEMPERATURE PRESSURE RELIEF VALVE CONNECTED TO DISCHARGE FULL SIZE TO THE EXTERIOR. WATER HEATERS INSTALLED I HABITABLE SPACES SHALL BE INSTALLED IN A PAN WITH A MINIMUM DEPTH OF 1-1/2". PAN SHALL BE DRAINED TO THE EXTERIOR BY INDIRECT WATER PIPE (3/4" DIA. MIN.) I. GONTF�AGTOP_ TO VER,I FY AL._1_ D I MENS IONS IN FIELD. 2. GONTR'AGTOR SPIA1_L GALL ENGINEER WITH, ANY QUESTIONS PRIOR TO PROGEED I NG W I TI -1 GON S -I -RUG -FI ON MEGHANIGAL 1. DR-rER VENT5 SP+ALL NOT E-XGEED 2'-'�P'v- 2. ALL Al R RETURNS MUST HAVE FIRE STATS 5. A/G UNITS SHALL_ HAVE A MIN 4" GL�A}RANGE ON ALL SIDES PLUME>ING, 1. WATER HEATER T 4. P RELIEF VALV_ -F O BE FULL SIZE TO EXTERIOR 2, WATER HEATER AT FLOOR LEVEL T �) BE IN A PAN W/ [)RAIN TO EXTERIOR (W/ THERMAL_ EXPANSION DEVIGE) �3. SHO1 \IER FIXTURES SHALL CONTAIN -EMPERATURE GONTROL VALVES 4. ALL HOSE E31BS SHALL HAVE BACK -LOW DEQ/IGES 5. MAIN PLUMBING VENT SHALL BE ---)' III ml NI MUM. -111-1/2" VrR I I I I 1-1/2" /TR I I I I .. 11 SCALE: N.T.S. WR 1L o^ fl16-2345 Proposed Air Duct LdtA00% you SCALE: 1/4 = V-0" L� U U j-� T— T— V) V) 'j :ENGIN RI W G RICK CASTILLO � CXR LILA ll -It- A- A— Z Z LLJ W G c=� U^ u � C �l I w a) Ln w w w AUC) �W ^ I- W G Z ci CI z r 1 -=-T, m co Qo O c� Cil C�1 LLQ T .— v Q, U T— T— 'j :ENGIN RI W G RICK CASTILLO � CXR LILA ll -It- A- A— = U^ O W C w a) Ln Mrd w AUC) �W ^ I- Q, U T— T— � CXR LILA ll -It- A- A— III DREZ YM NUNIUt,IZin CJIGXCJndP,r dWC� EM�sU� SIGN & SEAL �� " B P&Ab z rz 0 w V) c G C.i J G I L w C.) CC a W V, n chv w ID z c1_ c� rn ¢� a Lj_� Q Q fJ' U z � v Q� G < V) U �w U Lil C_7 a� G v W W :i Cl D w L- rz S rJ � Ll Q L.,J V) L m F_' v o J CD U] W - c, C7 C7 W �w I' <D ~ w �- U Ca V) y _D Ln L? � _ LLJ W cl� -CD cY v V) w r a Z cn J CJ Z Li L,J W J Z G U CD G W V) cN TRUSS NOTF5: I. TRU55E5 MU5r BE CAPABLE OF TRANSFERRING LATERAL LOAD5 TO BF.ARINC, HAl_1.5. LIMITING I -I EI CH TU 2. TRUSSES, GIRDERS, AND BEAM TIC DOWN5 TO BE 51ZED PER TRUSS MANUFAC TURER5 EXTERIOR 2 STUDS UPLIFT GAL CULATION5. ANY GUESTIONS A5 TO THE 51ZE, �[YPE, OR VALUE OF A NAIL, �i _ STRAP OR CLIP SHOULD DE VERIFIED U'r THE STRUCTURAL ENGINEER. SIZE STUD MATERIAL & 0/C SPACING MAX. HT. � 3. HEADER STUD REOUIRFMENT - 2 HEADER STUDS (EACH SIDE) I'-6" TO 6-0" 2' X 4" SPRUCE, FIR 24" O/C 8'-4" ;`� (1) Hr5m OR EOUIV. Yd/ -..--..._ .. 3 HEADER 5TUD5 (EACH SIDE) 6 -0" TO 12-0" 5 ROOF EDGE 4' -- I j -- (4) TAPGONS I/4" X - c i 2' X 4" SPRUCE, FIR 16" 0/C 10'-0' 4 HEADER STUDS (EACH ,IDE) 12'-0" TO 18'-0" O - --- LINTEL 3LK H/ (1) t)5 02 2" X 4" SPRUCE, FIR 12" O/C\- LINTEL BLOCK S 2 HEADER), STUDS, REO. (I) FULL LENGT H STUD (s� O 7 °� _--- PREGAST FIEADER 3 HEADER 5TUD5 REO. (2) FULL LENGTH SHJDS _ _/ 2 X 4" SOUrl-IERN PINE 24" 0/C 4 FIEADER STUD REQ. ("2) FULL LENGTH �FUDS CJ RIDGE -I 4' ; �..� DOOR TRACK 4. GEARING WALL NAIL PATTERN, ALSO GABLE ENDS �2� �I v 2" x 4° souTHERN PINE 16" o/c 11'-0° CORRECTION FOR MISSED LINTEL STRAP DTL. -PL'(WOUD: (FIELD) USE 8D NAILS c� ?_" 0/G \/C2 2" X 4" SOUTHERN PINE 12" 0/C 12'-8" ---- 3 �z 4'(- CG(EDGE) USE 8D NAILS 8 6" 0/G U O -GYPSUM: (FIELD) USE 5D NAILS u 8" O/� U r� C� \ 2" X 6" SPRUCE, FIR 24" O/C (EDGE-) USE 5D NAILS C� 4" 0/6 2" X 6" SPRUCE, FIR 16" 0/C 16'-0" �- 2 X 8 (PT) PLATE 5. ROOF NAILING PATTERN ClZONE I - USE 8D COMMON NAILS @ 6" olG ZONE CHART 2" X fi" SPRUCE, FIR 12" O/C 18'-4" �- -� '^r EACH SIDE OF DOOR 62� ZONE 2 -USE 8D GOMNION NAILS 6" OlC2" X 6" SOUTHERN PINE 24" 0/C 14' 0"OPENING ZONE 3 - USE 8D COMMON NAILS C1 4" O/G 6. 1/2" GYPSUM CEILING: USE 5D NAIL5 -1" 0/6 '2" X 6" SOUTHERN PINE 16" O/C 17'-0" (4) 1/2" AB= I" LG. -I. SENGO 2 1/4" X .131 4 PA5ELODE 2 1/4" X .0`ic1 PNEUMATIC NAILS MA'( BE USED IN LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C,. EDGES T C� 5" O FIELD 2" X 6" SOUTHERN PINE 12" 0/C 19'-8" 4" CONC. SLAB - 0 TRACK 8. ALL INTERIOR LOAD BEARING WIALLS TO BE 2X4 1t ' "- -- - HIT 50. 5HER �i NU 2 _SPF ©24" O.G. UT TO I� O' HGT. T INTERIOR LOAD BEARING WALL5 ABOVE 14'-0" TO BE 2X4 #2 SPF o 16" O.G. UNLESS 2" X 8" SPRUCE, FIR 24" 0/C 17'-0" - AT FILLED CELL OTHERA5E NOTED. 2" X 8" SPRUCE, FIR 16" 0/C 21'-0" - �i_ q. GABLE END SHEATHING SHALL BE NAILED WI rH 8-d's 4" O/G EDGES AND 6" OIG FIELD FOOTER 10. TABLE 2304A.1, OF THE FLORIDA BUILDING CODE 5TH EDITION 2014 ED., NAILING 2" X 8" SPRUCE, FIR 12" 0/C 24'-0" REOUIREMENT5 ARE IN ADDITION TO 5TF'APPING REGUIREMENT5. - __-- I1. PROVIDE 5/8" TYPE- X GYP. BD. @ 6APAGE GLC. BENEATH HABITABLE, 5PAGE & 1/l" MIN 2" X 8" SOUTHERN PINE 24" 0/C 18'-4" - G'(P. BD. ©CAW>GE SIDE WALI_`3 ff UNDERSIDE OF STAIF'.WA'( IF USED A5 ACCESSIBLE 2" X 8" SOUTHERN PINE 16" 0/C 22'-8" PIPE THRU ADD 1 '5 30" LAP SPACE. - FOOTER � ) 2" X 8" SOUTHERN PINE 12" 0/C 26'-0" H PIPE THRU MONO FTG. DTL, N i.S. SIMPSON STRAPPING SCHEDULE ° ANY MENTIONED STRAP MAY BE SUBSTITUTED FOR EQUAL OR GREATER 2-X8 RIDGE (2 LARGERTHAN RAT= FER5) 2X li2 5PF (2" LARGER THAN RAFTER5) H/ (3) Ibd FOR 2X6, (4) 16d FOR 2X8, (5) Ibd FOR 2XIO, (b)16d FOR 2X12 2X6 tt2 5YP RAFT ER 16" O C. 1N/ SIMPSON A34 @ RIDGE BD. 8 PLATE TYP. VALLEY FRAMING N.T.S. G.M.J. 1 #5 VERT. PEW% BOTTOM PLATE P.T. END STUD / 1/2" ANCHOR BOLT @ 24" o/G (VERT) T 6" FROM ENDS OR 1/2" THREADED SHANK HOOK 24" O G AND 6" FROM ENDS FOR EX15TINO FRAME GONNEGTION5. B FRAME TO BLOCK CONNECTION N.T.S. (1) 11 r5M1b OR EGUIV. W/ (4) TAPGONS 1/4" X 2-1/4" LINTEL BLOCK rr')PPPrTl0Kl FOP NAlccl=n I IKITG1 CTD AD MTI N.T.S. 4" GONG. 51L F=00TEF , / /- ----L------ PIPE THF PGO I"ER ADD (I) #3 0" LAP PIPE THRU MONO FTG. DTL. N.T.S. GARAGE DOOR TRACK MOUNTING DTL. N.T.S. FOR MULTIPLE HINDOH AND DOOR USE 2 TAPGONS PER HINDOH AT THE HEAD AND 4 TAPGON5 AT Trill JAMB BUCK SHALL DE IX4 OR 2X8 PT AT HINDUH OR 2X5 PT AT DOORS IN PNE OR SPRUCE. AT HINDOH ATTACH W BUCKS TO E3LOGK HITH COMMON T-NAIL5 AND w PLACEMENT SIMILAR To TAPGoNS SHOWN. AT DOOR5 r. OR FINISHED HINDOHS IN BL.OGK ATIAGH E3UGK5 H/ 2 1- T-NAIL5 TOP AND BOTTOM AND 8" O.G. 5TAGGERED IN a THE FIELD. U5E MINIMUM 1/4"X3" FOR 2x 1/4"X2" FOR Ix TAPGON5 T = T- A5 SHOWN. START ALL END 1APGONS WI THIN 6" OF GORNERS AND 30" O.G. MAXIMUM. SINGLE WINDOW E�TYP. BUCK ATTACHMENT DATA N.T.S. GONTP.AGTOR USE ANY OF MENTIONED GONNEGTOR5 5P4 (LEFT), SP2 (RIGI IT) EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6 INTO EX15T. LINTEL BLOGK, EPDXY T DRIVE #5 B DL VERT., 30" LAP REO'D. SPLIT FACE OF BLOCK C� PROP. FILLED DELL LOG- AFION. (r(P) ALTERNATE LOCATION OF FOOTING DETAIL N FILLED CHAIR DLOGK DRILL 6 INTO EXI5r. F EPDXY A DRIVE P5 4 DEND VERT., 30" LAP RECJ'D. WE,` GEMENTITIOUS FINISH FEELS"/1 APEF B/L\G<E-D LATH MA-FERIAL LAPPED MOISTURE BARRIER (PIOUSE HRAP) HOOD SHEATH1N� N1015TUF�E BARRIER 'WALL TRANSITION) DRIP EDr5E --rJ : EMENTITIOUS FINI5HI �ONGRETE BLOCK DR SOLID GEMENT OPTIONAL IN51DE DOWEL REPLACEMENT OPTIONAL IN51DE DOWEL REPLAGEMENT I. INSERT DOWEL5 VERFIGAL AND STRAIT HHEN NO WALL PRE5ENT • 2. 3/4" HOLE, BLOH OR BRUSH GLEAN 3. SIMPSON EF EPDXY OR E=NGINEER APPROVED EQUAL (eq, SIMPSON 5ET-Krr, SET PAG) RETROFIT MISSED DOWEL DETAIL 1/2"= 1'-0" <r� 7/8" - L) 1/2"' OR 5/8" NOTE: I.) ALL EXTERIOR' AGGES50RITES 5+1ALL BE PVG MATERIAL GONFORMINO- -F0 ASTM 5TANDARD5 AS -1-1-1 5TANDAR'.E>5 DI-lb4, G( -12b, 61063 ANTI D4216. 2.) GAUL -K ALI E3UT T JOINTS, END5, ANGLES ANL) INT ERSEGTION5 AT TIr"1E OF INSTALLATION. L� CONTROL BEAD WITH DRIP EDGE N.T.S. /ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRU55 STRAPS). MODEL FASTENERS & LOADS UPLIFT ADDITIONAL NOTES PRODUCT COMPLIANCE .._ j APPROVAL HEADER A34 F21,_gl I F -1 FL474.3 413 (NER) 3,I5l Dao o RI G (2) 2x12 H/ 1/2" GDX FLITGH m LLO I SIMP50N L5TAI8 PI/ (14)-I0d L50 (6) 1 O ?_70 270 o FL474.226 413 (NER) J CU RAFTER/TRUSS PLATES FI F•2 r iI w H3 - 125 160 FL474.116 393 (NER) O (4) 8d (4) 8d 455 3L � U RAFTER/TRUSS PLATES Fl F2 C MID SPAN FI46s Ieo FL474.117 393 (NER) _� (4) 8d (4) 8d 360 rt ' +- 1 n RAFTER/TRUSS PLATES FI F2 J, ow HS CIO � �w FL474.118 393 (NER) U (`1 � (4) 8d (4) 8d 115 200 455 J STUB) PLATE SPI FL474.384 433 (NER) Z (6) lOd (4) lOd 5II5 0 SP2 STUD TE STUD 433 (NER) (G) 1 O (6) 1 O 890 0 SP4 STUD FL474.386 443 (NER) (6) 1Odx1 y2' 735 0 STUD o SPH6 (1o) 1odx1 y" 1240 FL538.35 96030 (NER) 0 (12) 1 Odx1 i,° 1360 - 0 r MTS12 (14) 10d 1000 FL474.325 413 (NER) (14) 10" y" 840 MTS 16 H 4) 106 1000 FL474.326 Nr 413 R ) 114) 10dxl yi' 040 �.. HTS20 120) 10d 1450 FL538.9 9603C (NER) 124) 10dx1 y;' 1450 LGT2 CARRYING TRUSS (7) 1/4"x2-1/4" IT 6) 16d 2150 FL1423.13 5672 (NER) (14) 16d (16) 16d2050 LSTA12 FL 1901.30 9603C (NER) (10) Tod 805 LSTA18 FL 1901.32 443 (NER) (14) 10d 1130 LSTA36 FL1901.36 443 (NER) (24) 1 O 1640 FI r2 DBL META INSTALLATION UPLIFT META16 (7) l6d 335 635 1450 1 PLY muss (12) 10dx1 y2' 1985 FL1901 42 443 (NER) (9) l Odx1 y1' 1450 2 OR 3 PLY TRUSS (14) 16d 1900 Fl F2 DBL META INSTALLATION UPLIFT z META20 (7) l6d 335 635 1450 1 PLY 1RUSS (12) 10dx1 y" 1985 FLI 9011.44A 443 (NER) 0 (9) l odxl y2' 1450 2 OR 3 PLY TRUSS (14) 16d 1900 Fl F2 DBL HETA INSTALLATIOH UPLIFT HETA20 (9) 16d - 1810 1 PLY TRUSS _ (12) local%" 2035 FL1901.16 469 (NER) (10) 10dx1 y' 335 730 1805 2 OR 3 PLY TRUSS (14) 16d 2500 V) HGT-2 ANCHOR TRUSS FL474.134 432 (�JER) (2) '/" (16) lod 10980 0 I- MGTFL1423.15 ANCHOR TRUSS * (NER) 0 0 (I) 5/" (22) 10d 3965 CARRYING TRUSS DBL FGTR INSTALLATION FGTR BLOCK OR CONCRETE TRUSS UPLIFT FL3750.1 * (NER) (4) 4"x5" MEN HD (36) SDS %"x3" 9400 15, TITEhd HD (18) SDS y"x3" (=) y a 5000 ANCHOR NAILS FITTI6 FL503220 * (NER) (18) 16d 3480 V) t HTT22 AhdC'HOR NAILS FL503.21 * (NER) 0 5/" (32) l6d 5250 0 O MTT28B ANCHOR NAILS FL503.25 * (t`JER) J/" (24) 16d 4455 HD5A ANCHOR BOLTS FL503.11 * (PIER) SSTB16 A.B. (2) 3/4" 3705 UPLIFT CAPACITY IS FOR MAX. 2 -PLY WIDTH (3") ABU44 ANCHOR MAILS OR BOLTS FL474.21 469 (MER) %" (12) l6d (2) y" 2200 ABU66 ANCHOR NAILS OR BOLTS FL 1725.1 469 (PIER) Lu V) 5/u" (12) l6d (2) y2' 2300 FIUS210 MOUNT HANGER w H B INSTALLATIONFACE FASTERNERS Jolsr FL3750.79 421 (PIER) 1-5/8" X 9" X 3' 2845 HEADER 30-)6d TO -16d a U 0 CL HD8A ANCHOR BOLTS FL503.13 * (rJFEE R) SSTB28 A.B. b2) 7/8" 6465 UPLIFT CAPACITY IS FOR MAX. 2 -PLY WIDTH 13') HGUS26-2 CARRYIIlG CARRIED FLOOR ROOF FL3750.28 413 (PIER) (20) l6d (8) 16d "3940 4930 23'25 e HUS26 HEADER JOIST FLOOR ROOF FL3750.79 421 (NER) LLJ (14) 16d (6) 16d 2.565 3205 1550 z HRC I.81 CARRYING EA. HIP FLOOR ROOF FL474 499 (NER) (16) Iodxl }" (2) lOdxl Y" 720 900 240 LU26 HEADER JOIST FLOOR ROOF FL474.225 393 (NER) (6) Ibd (4) IOdxl 4' 665 830 490 NOTE: NAIL VALUES: 1) USE(]) MTS16 (OR INTERCHANGABLE TIE) FORTRUSS BASED ON NATIONAL DESIGN TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED SPECIFICATIONS FOR WOOD OTHERWISE (U.N.0) CONSTRUCTION FROM TABLE 8.8c - 2) USE (I) META 20 (OR INTERCHFlNGABLE TIE) FOR TRUSS "NAILS AND SPIKES - TO BLOCK WALL CONNECTION (U.P1.0) LATERAL LOAD DESIGN VALUES" 3) USE HUS26 (OR INTERCI IANGEABLF TIE) FOR ALL JOIST NAIL SHEAR VALUE (Ibs.) HANGER CONNECTIONS (U.N.0) 8d 103# 4) USE (3) 16d OR (3) .I3lx 3 1/4" PASELODE GUN NAILS Od 125s TO FASTEN JACK TO HIP GIRDER. (TB) 16d 149n 5) (1) FILLED CELL ,REQUIRED UNDER ALL GIRDER TRUSSES(>I0,0001_6 DOWNLOAD) (1) PILLED CELL REQUIRED WITHIN din OF GIRDER TRUSSES(7,500-I00001.13 DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 461 OF GIRDER TRU55ES(<7,500LB DOWNLOAD) 6) F I IS PARALLEL To WALL. F2 11, PERPENDICULAR TO WALL. = COME LIANCE REPORT PENDING AUG 1, 2006 - CHANGE.DWG = PRODUCT APPROVAL PENDING 2-X8 RIDGE (2 LARGERTHAN RAT= FER5) 2X li2 5PF (2" LARGER THAN RAFTER5) H/ (3) Ibd FOR 2X6, (4) 16d FOR 2X8, (5) Ibd FOR 2XIO, (b)16d FOR 2X12 2X6 tt2 5YP RAFT ER 16" O C. 1N/ SIMPSON A34 @ RIDGE BD. 8 PLATE TYP. VALLEY FRAMING N.T.S. G.M.J. 1 #5 VERT. PEW% BOTTOM PLATE P.T. END STUD / 1/2" ANCHOR BOLT @ 24" o/G (VERT) T 6" FROM ENDS OR 1/2" THREADED SHANK HOOK 24" O G AND 6" FROM ENDS FOR EX15TINO FRAME GONNEGTION5. B FRAME TO BLOCK CONNECTION N.T.S. (1) 11 r5M1b OR EGUIV. W/ (4) TAPGONS 1/4" X 2-1/4" LINTEL BLOCK rr')PPPrTl0Kl FOP NAlccl=n I IKITG1 CTD AD MTI N.T.S. 4" GONG. 51L F=00TEF , / /- ----L------ PIPE THF PGO I"ER ADD (I) #3 0" LAP PIPE THRU MONO FTG. DTL. N.T.S. GARAGE DOOR TRACK MOUNTING DTL. N.T.S. FOR MULTIPLE HINDOH AND DOOR USE 2 TAPGONS PER HINDOH AT THE HEAD AND 4 TAPGON5 AT Trill JAMB BUCK SHALL DE IX4 OR 2X8 PT AT HINDUH OR 2X5 PT AT DOORS IN PNE OR SPRUCE. AT HINDOH ATTACH W BUCKS TO E3LOGK HITH COMMON T-NAIL5 AND w PLACEMENT SIMILAR To TAPGoNS SHOWN. AT DOOR5 r. OR FINISHED HINDOHS IN BL.OGK ATIAGH E3UGK5 H/ 2 1- T-NAIL5 TOP AND BOTTOM AND 8" O.G. 5TAGGERED IN a THE FIELD. U5E MINIMUM 1/4"X3" FOR 2x 1/4"X2" FOR Ix TAPGON5 T = T- A5 SHOWN. START ALL END 1APGONS WI THIN 6" OF GORNERS AND 30" O.G. MAXIMUM. SINGLE WINDOW E�TYP. BUCK ATTACHMENT DATA N.T.S. GONTP.AGTOR USE ANY OF MENTIONED GONNEGTOR5 5P4 (LEFT), SP2 (RIGI IT) EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6 INTO EX15T. LINTEL BLOGK, EPDXY T DRIVE #5 B DL VERT., 30" LAP REO'D. SPLIT FACE OF BLOCK C� PROP. FILLED DELL LOG- AFION. (r(P) ALTERNATE LOCATION OF FOOTING DETAIL N FILLED CHAIR DLOGK DRILL 6 INTO EXI5r. F EPDXY A DRIVE P5 4 DEND VERT., 30" LAP RECJ'D. WE,` GEMENTITIOUS FINISH FEELS"/1 APEF B/L\G<E-D LATH MA-FERIAL LAPPED MOISTURE BARRIER (PIOUSE HRAP) HOOD SHEATH1N� N1015TUF�E BARRIER 'WALL TRANSITION) DRIP EDr5E --rJ : EMENTITIOUS FINI5HI �ONGRETE BLOCK DR SOLID GEMENT OPTIONAL IN51DE DOWEL REPLACEMENT OPTIONAL IN51DE DOWEL REPLAGEMENT I. INSERT DOWEL5 VERFIGAL AND STRAIT HHEN NO WALL PRE5ENT • 2. 3/4" HOLE, BLOH OR BRUSH GLEAN 3. SIMPSON EF EPDXY OR E=NGINEER APPROVED EQUAL (eq, SIMPSON 5ET-Krr, SET PAG) RETROFIT MISSED DOWEL DETAIL 1/2"= 1'-0" <r� 7/8" - L) 1/2"' OR 5/8" NOTE: I.) ALL EXTERIOR' AGGES50RITES 5+1ALL BE PVG MATERIAL GONFORMINO- -F0 ASTM 5TANDARD5 AS -1-1-1 5TANDAR'.E>5 DI-lb4, G( -12b, 61063 ANTI D4216. 2.) GAUL -K ALI E3UT T JOINTS, END5, ANGLES ANL) INT ERSEGTION5 AT TIr"1E OF INSTALLATION. L� CONTROL BEAD WITH DRIP EDGE N.T.S. /ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRU55 STRAPS). � �-T •l F�1 .._ j HEADER -1 w -- p. ry "� RI G 2-X8 RIDGE (2 LARGERTHAN RAT= FER5) 2X li2 5PF (2" LARGER THAN RAFTER5) H/ (3) Ibd FOR 2X6, (4) 16d FOR 2X8, (5) Ibd FOR 2XIO, (b)16d FOR 2X12 2X6 tt2 5YP RAFT ER 16" O C. 1N/ SIMPSON A34 @ RIDGE BD. 8 PLATE TYP. VALLEY FRAMING N.T.S. G.M.J. 1 #5 VERT. PEW% BOTTOM PLATE P.T. END STUD / 1/2" ANCHOR BOLT @ 24" o/G (VERT) T 6" FROM ENDS OR 1/2" THREADED SHANK HOOK 24" O G AND 6" FROM ENDS FOR EX15TINO FRAME GONNEGTION5. B FRAME TO BLOCK CONNECTION N.T.S. (1) 11 r5M1b OR EGUIV. W/ (4) TAPGONS 1/4" X 2-1/4" LINTEL BLOCK rr')PPPrTl0Kl FOP NAlccl=n I IKITG1 CTD AD MTI N.T.S. 4" GONG. 51L F=00TEF , / /- ----L------ PIPE THF PGO I"ER ADD (I) #3 0" LAP PIPE THRU MONO FTG. DTL. N.T.S. GARAGE DOOR TRACK MOUNTING DTL. N.T.S. FOR MULTIPLE HINDOH AND DOOR USE 2 TAPGONS PER HINDOH AT THE HEAD AND 4 TAPGON5 AT Trill JAMB BUCK SHALL DE IX4 OR 2X8 PT AT HINDUH OR 2X5 PT AT DOORS IN PNE OR SPRUCE. AT HINDOH ATTACH W BUCKS TO E3LOGK HITH COMMON T-NAIL5 AND w PLACEMENT SIMILAR To TAPGoNS SHOWN. AT DOOR5 r. OR FINISHED HINDOHS IN BL.OGK ATIAGH E3UGK5 H/ 2 1- T-NAIL5 TOP AND BOTTOM AND 8" O.G. 5TAGGERED IN a THE FIELD. U5E MINIMUM 1/4"X3" FOR 2x 1/4"X2" FOR Ix TAPGON5 T = T- A5 SHOWN. START ALL END 1APGONS WI THIN 6" OF GORNERS AND 30" O.G. MAXIMUM. SINGLE WINDOW E�TYP. BUCK ATTACHMENT DATA N.T.S. GONTP.AGTOR USE ANY OF MENTIONED GONNEGTOR5 5P4 (LEFT), SP2 (RIGI IT) EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6 INTO EX15T. LINTEL BLOGK, EPDXY T DRIVE #5 B DL VERT., 30" LAP REO'D. SPLIT FACE OF BLOCK C� PROP. FILLED DELL LOG- AFION. (r(P) ALTERNATE LOCATION OF FOOTING DETAIL N FILLED CHAIR DLOGK DRILL 6 INTO EXI5r. F EPDXY A DRIVE P5 4 DEND VERT., 30" LAP RECJ'D. WE,` GEMENTITIOUS FINISH FEELS"/1 APEF B/L\G<E-D LATH MA-FERIAL LAPPED MOISTURE BARRIER (PIOUSE HRAP) HOOD SHEATH1N� N1015TUF�E BARRIER 'WALL TRANSITION) DRIP EDr5E --rJ : EMENTITIOUS FINI5HI �ONGRETE BLOCK DR SOLID GEMENT OPTIONAL IN51DE DOWEL REPLACEMENT OPTIONAL IN51DE DOWEL REPLAGEMENT I. INSERT DOWEL5 VERFIGAL AND STRAIT HHEN NO WALL PRE5ENT • 2. 3/4" HOLE, BLOH OR BRUSH GLEAN 3. SIMPSON EF EPDXY OR E=NGINEER APPROVED EQUAL (eq, SIMPSON 5ET-Krr, SET PAG) RETROFIT MISSED DOWEL DETAIL 1/2"= 1'-0" <r� 7/8" - L) 1/2"' OR 5/8" NOTE: I.) ALL EXTERIOR' AGGES50RITES 5+1ALL BE PVG MATERIAL GONFORMINO- -F0 ASTM 5TANDARD5 AS -1-1-1 5TANDAR'.E>5 DI-lb4, G( -12b, 61063 ANTI D4216. 2.) GAUL -K ALI E3UT T JOINTS, END5, ANGLES ANL) INT ERSEGTION5 AT TIr"1E OF INSTALLATION. L� CONTROL BEAD WITH DRIP EDGE N.T.S. /ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRU55 STRAPS). DOUBLE TOP PLATE i/16" 05B OR GDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 10d GALV, @ 3" OIG EDGE5 d 12'0/G FIELD 2X4 P.T. WALL STUD W/ (3) 1/2" DIA. ANCHOR BOL -T5 TO BLOCK W/ 4 1/2" MIN. EMBED. (AL=TERNATE -MIN A5TM A56 1/2" THREADED ROD FI FEED INTO %b" DIA. HOE BLOHN GLEAN W/ 4 1/2" EMBED. H/ SIMPSON 5ET-PAG EPDXY-) I" U O m SEE FOUNDATION PLAN 5P4 (LEFT), 5PI (RIGHT) CONI`RAGTOP USE ANY OF MENTIONED CONNECTORS 2x4 PT BOTTOM PLATE F � TYP. FRAMING &CONNECTIONS FOR INTERIOR SHEAR WALLS FTG. H/ (2) 115 �+ -4" GONG. - '5 REDAR TYP. F3ENT BAR HI 25" LAP E.W. 11'P OF 2 (' CORNER BAR DTL. O/ kiTQ (IN TYP. FASCIA & SOFFIT DETAIL 1 /2"=1 '-0" -VVI�LV VLLL VVI �J V/ -\N DONT. FROM BEAM TO FOOTING. TYP. NOTE: ALL #5 GARS SHALL 30" LAP MIN. TYP. M STEP DOWN TIE DTL. N.T.s. SEE ELEVATION FOR ANGLE OF SU[3-FASCIA MTL. DRIP GAP P.F. 2x6 CONT. ALUMINUM 50FFI r PER MANUF, 5PEGI FIGATION5 gUiLIJ/,yC AUNT ()R,) �RTr�!°� #��234 fJ � �-T •l F�1 .._ j HEADER -1 w ENGIN "� RI G (2) 2x12 H/ 1/2" GDX FLITGH m LLO I SIMP50N L5TAI8 PI/ (14)-I0d J O J CU NAILS © BOTTOM OF HEADER r iI w 2x4 FIRE LJ W O BLOCKING 3L � U o C MID SPAN HEADER STUDS \ --- - FUL ENGTH LL HALL 5TUD5 T _� cel 00 rt ' +- 1 n kU J, ow DOUBLE TOP PLATE i/16" 05B OR GDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 10d GALV, @ 3" OIG EDGE5 d 12'0/G FIELD 2X4 P.T. WALL STUD W/ (3) 1/2" DIA. ANCHOR BOL -T5 TO BLOCK W/ 4 1/2" MIN. EMBED. (AL=TERNATE -MIN A5TM A56 1/2" THREADED ROD FI FEED INTO %b" DIA. HOE BLOHN GLEAN W/ 4 1/2" EMBED. H/ SIMPSON 5ET-PAG EPDXY-) I" U O m SEE FOUNDATION PLAN 5P4 (LEFT), 5PI (RIGHT) CONI`RAGTOP USE ANY OF MENTIONED CONNECTORS 2x4 PT BOTTOM PLATE F � TYP. FRAMING &CONNECTIONS FOR INTERIOR SHEAR WALLS FTG. H/ (2) 115 �+ -4" GONG. - '5 REDAR TYP. F3ENT BAR HI 25" LAP E.W. 11'P OF 2 (' CORNER BAR DTL. O/ kiTQ (IN TYP. FASCIA & SOFFIT DETAIL 1 /2"=1 '-0" -VVI�LV VLLL VVI �J V/ -\N DONT. FROM BEAM TO FOOTING. TYP. NOTE: ALL #5 GARS SHALL 30" LAP MIN. TYP. M STEP DOWN TIE DTL. N.T.s. SEE ELEVATION FOR ANGLE OF SU[3-FASCIA MTL. DRIP GAP P.F. 2x6 CONT. ALUMINUM 50FFI r PER MANUF, 5PEGI FIGATION5 gUiLIJ/,yC AUNT ()R,) �RTr�!°� #��234 fJ � �-T •l F�1 .._ j -1 w ENGIN "� RI G L m LLO J O J CU r iI w LJ W O 3L � U o T _� cel 00 rt ' +- 1 n kU J, ow � O��r,� CIO � �w o co U (`1 � J 'g t m�RiT X41° 2- b 1 a's Li�' 5 6 v �-T •l F�1 .._ j ENGIN "� RI G L m LLO n r O W U o cel 00 rt ' +- N kU J, ow � O��r,� CIO � �w U (`1 � 'g t m�RiT X41° 2- b 1 a's Li�' 5 6 v 10 DRAWING NUl1'IDEI� ile` nder.dwg [r:1Mb*4 SIGN & SEAL (y,,y�,1 I LLL , Y Lu FLO �P '••....;.tip -U�,4tr�G'NN4 �Q�ly �n�? r; UNuF65 5E2 IUITN REG -l5 cRED ENGINE'ER5 5E'Al. �-T •l F�1 C/) "� L1Lll L m 10 DRAWING NUl1'IDEI� ile` nder.dwg [r:1Mb*4 SIGN & SEAL (y,,y�,1 I LLL , Y Lu FLO �P '••....;.tip -U�,4tr�G'NN4 �Q�ly �n�? r; UNuF65 5E2 IUITN REG -l5 cRED ENGINE'ER5 5E'Al. �-T •l F�1 C/) 10 DRAWING NUl1'IDEI� ile` nder.dwg [r:1Mb*4 SIGN & SEAL (y,,y�,1 I LLL , Y Lu FLO �P '••....;.tip -U�,4tr�G'NN4 �Q�ly �n�? r; UNuF65 5E2 IUITN REG -l5 cRED ENGINE'ER5 5E'Al. z w W Cf ) W U w U cn �, c 0 G LL v 0 W w z CJ U z U FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION P.O. BOX 547819 ®5109 CARDER ROAD ORLANDO, FLORIDA 32854-7819 OFFICE: (407) 298-1900 DISPATCH: (407) 299-7494 PRECAST/PRESTRESSED LINTELS -F Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span a. G C Er GRAVITY LOADS (145 T. & B.) A C MARK OVERALL CLEAR 8F8 -OB A 8F16-OB� C -�— 81`24 -OB 8F28 -OB 8F32 -OB 8F8 16 812-1 1`6 SF 16-1 d 8-8UL 8-8SL5 8-12SL5 8-16SL5 8-20SL5 8-24515 8-28SL5 3069 4605 NO. LENGTH (ft.) SPAN (ft.) 8-32SL5 11809 3069 4605 6113 7547 8974 10394 118W L-2 3'-6" (42") PRECAST 2231 3069 3719 5163 _ 6607 L-1 2'-10" V-6" 8105 12276 30339 30339 30339 30339 .30339 30339 4'-0" (48") PRECAST 1966 - 1-2 3'-6" 2'-2" 3542 5726 1 5029 r'' -- 21014 21014 21014 21014 21014' 8974 10394 L-3 4'- 0 2--8" 2488 4043 8564 14846 17079 17079 17079 17079 2189 1349 3 4375 1438 L-4 4'-6" 3'-2" 1915 3121 5676 10498 13732 14385 --- 14385 14385 10127 L-6 5'-10" (70") PRECAST 4'-8" 3'-4" 1775 2896 509'2 9445 12355 13653 1365.3 13653 4360 7168 L--5 5'- 4 4'-0" 1383 2260 3639 6551 8570 10594 11400 11400 �--° 5061 1238 2177 3480 5381 8360 10394 8825 L-8 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 -- 2661 3898 5681 3486 8467 2818 6472 3302 0 1-- < L -6 5'-10° 4'-6" 1183 1934 2988 5144 6732 8323 9916 10127 6390 L-11 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 W 2093 2781 3643 - 4754 L-12 11'-4" (136") PRECAST 362 582 945 1366_ 1846 2423 LO WL-7 582 6'-6" 5'-2" 991 1624 2416 4016 6609 8331 8820 8320 873 _ 125+ 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 L-14 13'-4" (160") PRECAST 296 — 471 755 _ 1075 1428 1838 2316 2883 471 755 1075 1428 1838 L-8 7'-6" 6'-2" 796 1305 1877 2964 4511 5797 6906 7391 2630 442 706 1002_ 1326 1697 2127 2630 L-16 14'-8" (176") PRESTRESSED N.R. NR NR - NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 L-17 15'-4" (184) PRESTRESSED N.R. NR d -0" 6'-8" 725 1188 1689 2620 3893 4935 5880 6826 2058 2320 2513 L-18 17'-4" (208") PRESTRESSED N R NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 L-19 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR L-9 8'-4' 7'-0" 684 1121 1584 2434 3570 4465 5320` 0176 M NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (2.64") PRESTRESSED N.R. NR -- NR NR NR NR NR 165 315 550 L-10 9'--4" 8'-0" 584 955 1333 2003 2731 3377 4025 4673 NR 884 NR _ 1092 NR 1222 O L-11 10'-6" 9'-2" 498 798 1078 1560 2044 2529 3014 3501 L-12 11'-4" 1U' -U" 450 737 1012 1479 2035 `2709 3542 4386 rte, 12'-0" 418 684 937 1360 1857 2449 3166 3824 L-14 13'-4" 12'-0" NA 620 1200 1720 2180 2700 3200 3800 L-15 14'-0" 12'-8" NA 560 1100 1600 2.100 2560 3000 :5500 NA 470 800 1400 2000 2400 2880 3340 WL-17 15'-4" 14'-0" NA 440 700 1300 1900 2300 2720 3160 W 2640 L-18 17'-4" 16'--0" NA 320 600 1000 1500 1800 2300 W -- aC — L-19 19'-4" 18'-0" NA 250 420 660 1060 1500 1900 2300 L-21 21'-4" 20'-0" NA 190 :540 620 960 1400 1800 2200 22'-0" 20'-8" NA 160 320 600 900 1300 1700 2000 L-22 24'-0° 22'-8" NA 130 280 480 750 1100 1400 1600 LINTEL and RECESS DOOR HEADER DESIGNATION 8-20 S L Nominal Width Norninal Depth S --Solid grout filled, U=Unfilled ri 8—SUL 8-8SL 8-12SL 8-16SL I� 8 _6UR 8--6SR 8-10SR 8-14SF- Field Rebar qty. and size at top & bottom ( 0 = 1 #5 Top, 0 bars Bot. ) ( 5 = 1 #5 Top and Bot. ) ( 25 = 2 #5 Top and Bot. ) L=Lintel, R- Recess Door Header El FI - r 8-20SL 8-24SL 8-28SL 8-32SL ° ° r Z 3 r 8-18SR 8-22SR 8-26SR 8-30SR HICH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS CAST'cRET! -A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCES CORPORATION P.O. Box 24567 Tampa, Florida 33623 Phone: 813-621-4641 8" PRECAST & PRESTRESSED U -LINTELS GRAVITY TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 8F]6-IB/IT NOMINAL W11MMINAL HEIGHT - U < Q Z co HIIIIIIlIIII02 7-5/8"AC11A1 8" NOMINAL WIDTH QUANTITY OF #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D 1/2" CLEAR —C.M.U. )UT REBAR AT BOTTOM OF LINTEL CAVITY TOM REINFORCING PROVIDED IN LINTEL (VARIES) PFZ�GA3 air TE PRODUCTS, INC. LOTI'S CONCREWEKIWA CONCRETE PRODUCT.`. P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 LUINUOU,JS, DOORS FREE -45T LINTEL CF"X0° ; ILLEC» fteC�la-� LINTEL Cc3"Xl�" C:OI`ff�0a(T> Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span a. G C Er Lintel Size A C MARK N0. `' ----- - TYPE LENGTH TN -- ----- 808 8F8 -OB 8F12 -0B 8F16-OB� 8F20 -OB 81`24 -OB 8F28 -OB 8F32 -OB 8F8 16 812-1 1`6 SF 16-1 d 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B L-1 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 118W L-2 3'-6" (42") PRECAST 2231 3069 3719 5163 _ 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 L-3 4'-0" (48") PRECAST 1966 - 2561 2751 3820 - 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 L-4 L-5 4'-6" (54") PRECAST 5'-4" (64") PRECAST 1599 1217 1969 2110 2931 - 3753 4576 5400 6224 2189 1349 3 4375 1438 61113 1999 7547_ 2560 8672 3123 10294 3686 11804 4249 1663 3090 5365___ 7547 7342 8733 10127 L-6 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 1257 3009 3470 1451 2622 4360 7168 -2549 6036 7181_ 8328 L-7 6'-6" (78") PRECAST 908 1238 2177 3480-- 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 8825 L-8 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 3486 8467 2818 6472 3302 L-10 9'-4" (112") PRECAST 554 699 1160 1625 2564 752 1245 1843 2564 3486 4705 6390 L-11 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 - 4754 L-12 11'-4" (136") PRECAST 362 582 945 1366_ 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 _ 125+ 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 L-14 13'-4" (160") PRECAST 296 — 471 755 _ 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 L-15 14'-0" (168") PRECAST _u 279 424 706 1 -- 1326 1697- 2127 2630 442 706 1002_ 1326 1697 2127 2630 L-16 14'-8" (176") PRESTRESSED N.R. NR NR - NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 L-17 15'-4" (184) PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 L-18 17'-4" (208") PRESTRESSED N R NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 L-19 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 L-21 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (2.64") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 L-22 24'-0" (288") PRESTRESSED N.R. NR 129 NR 250L NR 450 NR 654 NR 884 NR _ 1092 NR 1222 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 8F]6-IB/IT NOMINAL W11MMINAL HEIGHT - U < Q Z co HIIIIIIlIIII02 7-5/8"AC11A1 8" NOMINAL WIDTH QUANTITY OF #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D 1/2" CLEAR —C.M.U. )UT REBAR AT BOTTOM OF LINTEL CAVITY TOM REINFORCING PROVIDED IN LINTEL (VARIES) PFZ�GA3 air TE PRODUCTS, INC. LOTI'S CONCREWEKIWA CONCRETE PRODUCT.`. P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 LUINUOU,JS, DOORS FREE -45T LINTEL CF"X0° ; ILLEC» fteC�la-� LINTEL Cc3"Xl�" C:OI`ff�0a(T> NOTE: Bold numbers represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. 3000 PSI CONC. FILL (CONCRETE PLACED IN FIELD) TOP BARS: (SEE SCHED.) �, (1) #5 CONTINUOUS P ", OPTIONAL of i7/32" STIRRUPS AT 4'-0" cc i(�I<iJ u 1 (TIED OR WELDED) Ix j"A" BARS (MAIN REINF.) =0 C SEE SCHEDULE —B" BARS - SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPE DESIGNATION P - PLAIN LINTEL/ — - QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8XI6-P-IL/IU1 NOMINAL WIDTH QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "B" DETAIL "C" DETAIL "D" DETAIL "H" DETAIL "J" DETAIL X" a Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span a. G C Er Lintel Size Filled (1) #5 8"x8" (DTL B) Filled (2) #5 8"x8" (DTL C) 8" x 16" Filled (1) #5 TDTL H ( ) 8" x 16" Filled (1) #5 T&B (DTL J) Stell (A) V> (C) L-1 1'-6" 2'-10" 7809 7809 10000 10000 L-2 2'-2" 3'-6" 3837 3837 5931 10000 L-3 2'-8" 4'-0" 2771 2771 4267 10000 L-4 T-2" 4'-6" _ 2165 2165 3211 9167 L-5 4'-0" 5'-4" 1651 1651 4823 6437 L-6 4'-6" 5'-10" 1423 1423 3923 5015 L-7 5'-2" 6'-6" 1232 1232 3934 3934 L-8 6'-2" T-6" 991 991 2917 2917 L-9 T-0" 8'-4" 851 851 E 2396 2396 L-10 8'-0" 9'-4" 726 726 1969 1969 L-11 9'-2" 10'-6" 618 618 1627 1627 L-12 10'-0" 11'-4" 567 567 1455 1455 L-13 11'-2" 12'-6" 498 498 1257 1257 L-14 12'-0" 13'-4" 458 458 1144 1144 L-15 � 14'-0" 430 430 1101 1066 L-16 13'-4" 14'-8" NR 480 NR 1234 L-17 14'-0" 15'-4" NR 454 NR 1160 L-18 16'-0" 17'-4" N R 389 N R 982 L-19 18'-0" NR 339 NR 849 L-20 18'-8" 20'-0" NR 325 NR 812 L-21 20'-0" 21'-4" NR 295 NR 746 L-22 22'-8" 24'-0" NR 203 NR 640 NOTE: Bold numbers represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. 3000 PSI CONC. FILL (CONCRETE PLACED IN FIELD) TOP BARS: (SEE SCHED.) �, (1) #5 CONTINUOUS P ", OPTIONAL of i7/32" STIRRUPS AT 4'-0" cc i(�I<iJ u 1 (TIED OR WELDED) Ix j"A" BARS (MAIN REINF.) =0 C SEE SCHEDULE —B" BARS - SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPE DESIGNATION P - PLAIN LINTEL/ — - QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8XI6-P-IL/IU1 NOMINAL WIDTH QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "B" DETAIL "C" DETAIL "D" DETAIL "H" DETAIL "J" DETAIL X" a c� A a. G C Er RI G -u-y Stell U) V> ) �-- I— O U - 00 W 1L1_ll W CIO U O # u n w U �r r� a f1 W W W w w G G W W M QD co � o CEJ N N C) — LW1 SIGN & SEAL DRAWING NUMBER I� e X Orl Cl e r d9C EML'OSS` Nov SEAL A a. � Lj Er RI G -u-y Stell ) O U - 00 O 1L1_ll W CIO U O # u n Iii U �r r� a f1 W SIGN & SEAL DRAWING NUMBER I� e X Orl Cl e r d9C EML'OSS` Nov SEAL A a. � - 94 C!] 1= -u-y Stell ) _ o�U 1L1_ll # 6 ren 5 a� L �'J SIGN & SEAL DRAWING NUMBER I� e X Orl Cl e r d9C EML'OSS` Nov SEAL U � C!] 1= -u-y Stell 1L1_ll SIGN & SEAL DRAWING NUMBER I� e X Orl Cl e r d9C EML'OSS` Nov SEAL � C!] SIGN & SEAL DRAWING NUMBER I� e X Orl Cl e r d9C EML'OSS` Nov SEAL