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HomeMy WebLinkAbout105 Sanora BlvdC(TY 0IF,;ANt O90 YI:KAtIC APl'LICA'TfON wolit It :� V I � uatr.: T �� :�- G•..� [E�dry __ (� l b Address:-- csciiplion of Werk: total Square foot ge _____ istoric f)istri& ---_--� Zoning:._._.._._----- --- Value of Work: S-! � 0 to f :rntit `type: Building V Electrical -- Meduutical Piuutbing Firr_ Sprinkler/Alam Pool ectrical: New Service - It of AMPS _— _y Addition/Alteration Change of --Service fcutpo(ar} Pole echanical: Residential Non -Residential untbiug/ Ncw Commercial: 1/ of Fixtures —_- Reptaccutcnt N6111 (Urict Layout & Encigy Calc. lUquiicd) _ 11 of Water & Scwcc Lines 11 of (jas Lines untbing/New Residential: N of Water Closets _ 1'Ituubing Repair -• Residential or Cottuuercial •xupancy'1'ypc:Residential ,✓ Commercial Industrial-_— mstruction f (PeA if of Stories: _ f/ of Dwelling Units: Flood Zone: (f'f:ht;� form required ) vutrs Name � Address: �� 1�`\_._---�� --)�� ---F -�- 1—• iii ���lS�---- ntu actor Name & Address: 1c one 6c l`ai; in(liug Company Idress: )rtgagc Lendcv: :dress: chitect/Engineer dress: -- state f.iccusc Nmuber: _ Ptronc. plication is hereby made to obtain a permit to do the work and installations trs indicated. 1 certify that no work or installation has commenced prior to ltic rtuicc 4)(a pcmrit and that all work will be petfonned to meet standards of alt laws regulating constmction in this im isdiction. l undetstand that a separate , mit nmst be secured for ELL"C TRICAI. WORK, PLUMBING, SIGNS, WEf.LS, ['001-S, FURNACES, BOILERS, I11iATERS, TANKS, and t CONDITIONERS, etc. JNEWS AFFIDAVIT: t certify that all of the foregoing information is accurate and that all work will be done in compli:utcc with all a4)plicable laws' regulating isttucticm mitt zmting. WARNING TO OWNER: YOUR FAILORE TO RECORD A NOTICE OF CONAMENCLMENT MAY RESUL f IN YOUR PAYING /lCE FOR IMPROVEMEN-TS TO YOUR PROPERTY_ IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK AN TORNEY BEFORL•• RECORDENG YOOR NOTICE OF COMMENCEMENT. NICE: In addition to the uequitetttents ofthis petmit, there may be additional resttictions applicable to this property that may be found in die public records of : county, amt there may be additional perwiG required &otn odtcr E;overnmcntal entities such as water managcutatt districts, state agcacics, or (Wei at alcncics. - ( P toil �v' -- �---. ; l �c ( t[j' of the requirenteuts oCFlondr Lieu Law, E S 713. -e rtaace of m d is Veil it at 1 ill Hoof �he�ncr of th� o�c, r St atuteGfOsvnei/Agcu Date SisgnaturoufCointactor/Agent Daic Print OwnedAgcat's Name- Print C:ontracux/Agent's Name-��-- -- -7 C51 Sight hue of Not.-StatcofFlotida ate Siva luteoCNotary-State of Florida Date Owner/Agent is ?� Produced ID � ?ROYALS:-LONitIUt,J�' tial Conditions: 0312006 �vtNYPtd KELLY K MILLER MY COMMISSION* DD575677 IfIi �awtt to MPM,11ES: July 19, 2010 (467) 396-0153 Florida Notary Service,com (TIL: — FD- Contractor/Age(it is Personally Known to Me of Produced tD LNG: 1JUX : a PLAN VIEW WITH EXISTING STRUCTURE (NOT TO SCALE —FOR ESCAPE OPENINGS) FOOTER AND WALLS TO BE CONNECTED TO THE EXISTING STRUCTOR USING EPDXY AND ##5 DOWEL RODS MONOLITHIC SLAB 4" THTC[ WITH VAPOR BARRIER AND WIRE MESE 8 X 16 FOOTER WIT[ ##5 REBAf ew-* C%A� 46 LM ra. GENERAL NOTES: WINDOW AND DOOR SCHEDULE * TYPICAL FILLED CELLS SHALL BE FILLED WITH CONCRETE AND * ALL WINDOWS TO BE BETTERBILT — 3740 SERIES REINFORCED WITH ONE 5 REBAR (SAE 40) TIED TO FOOTING 37 X 50 SINGLE HUNG FLANGE ALUMINUM AND TIE BEAM DOWEL. 25" MIN. OVERLAP) CLEAR SINGLE GLAZED WHITE WITH SCREEN * MASONRY WALLS ARE 8" NOMINAL FLORIDA — 24, FIELD MULLED IN PARS. WIDE ZONE 140 MPH — DESIGN PRESSURE +45.0/--47 * PROVIDE CLEANOUT AT SLAB HEIGHT FOR ALL MASONRY DOWNPOURS WINDOWS TO BE SAFETY GLAZED WITHIN �24" RADIUS * BOTTOM OF FOOTER TO BE 12" BELOW FINISH GRADE MIN. OF DOOR EDGE. * USE ONLY WINDOWS AND DOORS WHICH COMPLY WITH * EXTERIOR DOOR TO BE RELIABILT WIND LOAD REQUIREMENTS. 36" --15 .LITE STEEL ENTRY DOOR ALL GLASS TEMPERED FOR SAFETY -- ALL GLASS INSULATED * ALL DIMENSIONS ARE NOMINAL AND MAY VARY DUE TO CONSTRUCTION. WIDE ZONE 140 MPH —'DESIGN PRESSURE +45.0/--47.2 CONFIRM ALL R/0 SIZES WITH THE SUPPLIER OF PRODUCT. * SEE FOUNDATION FOR LINTEL_ DESIGNATION. * ELECTRICAL PLAN MAY VARY. ACTUA LAYOUT AND ELECT. SERVICE TO BE DETERMINED BY LICENSED FLORIDA ELECTRICIAN. * CEILING INSULATION SHALL BE R-19 BATT AND BLANKET. EXISTING ASPHALT SHINGLE ROOF NEW TORCHED DOWN RUBBERIZED ROOF 2 X 6 ROOF TRUSS ON 16" CENTERS 0 ��iL�ALUMINUM FASCIA 16 ALUMINUM SOFFIT NEW 8 X 8 X 16 CONCRETE BLOCK WALL PAINTED FINISH EXISTING EXTERIGR CONCRETE. BLOCK WALL LEFT SIDE ELEVATION EXISTING ASPHALT SHINGLE ROOF I ALUMINUM SINGLE HUNG WINDOWS CODE SIZE 24, FIELD MULLED WIND ZONE 140mph D.P. +45.0/-47.2 EXISTING EXTERIOR CONCRETE BLOCK WALL ROOM ADDITION = 504 SQ. FT. NEW TORCHED DOWN RUBBERIZED ROOF WINDOW SAFETY GLAZED FRC R308.4 STEEL EXTERIOR DOOR 3'-011 X 6'-811 15 LITE i sn REAR ELEVATION Code violations found during inspection Structural plan review is limited to a are required to be corrected, general survey for code compliance. No Plan/permit issuance does not grant review is implied nor was taken to approval of a code violation: 2004 — verify structural adequacy FBC109,1 EXISTING ASPHALT SHINGLE ROOF WINDOW SAFETY GLAZED FRC R308.4 EC T CONCRETE SILLS PERMIT4 wow ►�A A `. WED CITY a l FORD EXISTING EXTERIOR CONCRETE BLOCK WALL REY "A" 3/13107 FRWT is Lam= .VM/[CT To ACT1MN Vroa ac".,.p ".0 VP01" 04 couo1466 H070�0/ 00"01TiON TFMM T FT $4 OT TO ii V"0 0i# CTL.Y 011 it4osAROTI.Y &" M!Y wAY pRT111►1CNTK TO OV1t �KTCItYiTf. �7lttj.o/ 5 XwX JEW .ZO V'7 I xaf ora mom ADDITION FOR D i ' I GENERAL'..'NOTES: FOUNDATIONS: (REINFORCING STEEL FOOTING TRENCHES AND THE AREA WITHIN THE FOUNDATION WALLS SHALL BE FREE OF ALL DELETERIOUS MATERIAL. ALL REINFORCING RODS ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGD, FOUNDATION WALLS, SLABS AND OTHER CONCRETE SHALL BE -LAP SPLICED SHALL BE #5 DEFORMED BARS GRADE 40 MIN. WITH A 25" MIN. LAP AND PLACED ON SUPPORT CHAIRS © 36" O.K. ALL FOOTINGS SHALL BE NOT WHERE NECESSARY OR DESIRED, BY WIRING TOGETHER IN ' CONTACT LENGTH OF ALL LAPS SHALL BE 25" MINIMUM. ALL BARS AT END OF LESS THAN 12" BELOW GRADE. ALL CONCRETE FOR SLABS, PADS AND WALKWAYS SHALL BE 2,500 PSI MINIMUM AT 28 DAYS. CONCRETE FOR CONTINUOUS FOOTINGS OR BEAMS SHALL BE CONTINUOUSTO FAR SIDE OF INTERSECTING ELEMENTS. ALSO SLABS ON GRADE SHALL BE DOWNPOURS AND BOND BEAMS SHALL BE 3,000 PSI (PEA GRAVEL MIX), PROVIDE 6 MIN VAPOR BARRIER UNDER ALL CONCRETE SLABS WITH JOINTS 4 THICK AND REINFORCEDWITH 6" X 6" 10/10 WIRE MESH ON CHAIRS OR FIBER MESH. UNLESS OTHERWISE NOTED, LAP MESH 7" LAPPED 6" AND TAPED. ALL. FILL DIRT SHALL BE CLEAN SAND, FREE FROM DELETERIOUS MATERIAL AND LAID IN 12" LIFTS. EACH LIFT TO BE WETTED AT EDGES AND ENDS TO PROVIDE ADDITION REINFORCING WHERE SHOWN ON DRAWINGS, PLACE MESH IN CENTER OF SLAB. MOISTURE AND COMPACTED PRIOR TO THE NEXT LIFT. ALL FILL DIRT WITHIN THE FOUNDATION WALLS SHALL BE TERMITE TREATED AND ACCORDING TO THE BARRIER BENEATH FLOOR SLABS SHALL BE 6 MIL POLYETHYLENE. STANDARDS OF THE NATIONAL; PEST CONTROL ASSOCIATION WITH A MINIMUM ONE YEAR WARRANTY. SLOPE ALL EXTERIOR SLABS FOR PROPER DRAINAGE. CONCRETE MASONRY -CONCRETE: ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION DESIGN OF REINFORCED. CONCRETECONFORMS WITH BUILDING CODE REQUIREMENTS OR REINFORCED CONCRETE ---ACI 318. THE LATEST EDITION. OF LOAD BEARING MASONRY: OF THE NATIONA CONCRETE MASONRY ASSOCIATION", MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" CONCRETE SHALL HAVE AN UNCONFIRMED COMPRESSIVE STRENGTH OF 2,500 PSI OR HIGHER IN 28 DAYS. UNLESS CLEAN OUT OPENINGS ARE PROVIDED PUDDLED THE BOTTOM OF THE CELLS TO BE FILLED. FILL ALL CELLS WITH CONCRETE CONCRETE PROTECTION FOR REINFORCING. BARS SHALL BE AS FOLLOWS: GROUT CONTAINING REINFORCING STEEL FOOTING 3" CLEAR, BOTTOM AND SIDES, 2" CLEAR TOP SLABS 3/4" CLEAR, U.N.O. PRECAST U -LINTELS: ALL "U" TYPE PRECAST LINTELS INDICATED ON THE DRAWINGS ARE TO BE PRECAST AND/OR PRESTRESSED IN ACCORDANCE WITH SPAN AND LOAD CAPACITIES AS INDICATED IN "DESIGN MANUAL" 2003 BY CAST CRETE CORP (LENTELS SHALL BE CAST—CRETE OR APPROVED EQUAL) NEW WALLS TO BE CONNECTED TO THE EXISTING STRUCTURE USING— EPDXY AND 2—#5 DOWEL RODS POUR CELL TO LINTEL IF HOLLOW V1 � 2" .0" L-2 SEE NOTE 1. I OPENING FOR THROUGH WALL AIR CONDITIONER 1, I 40 60--3 1/4" 2-SH24 WINDOWS 2--SH24 WINDOWS 6'-8" HDR 6'-8 HDR 4" FIBER MIX CONCRETE MONO SLAB REINF. W/ 6X6 #10 W. W, M. ON CHAIRS OVER 6 MIL. VAPOR -- BARRIER ON CLEAN, COMPACTED FILL TREATED FOR SUBTERRANEAN TERMITES. 3'-4" I 6'-3 1/4" -- -- ------ CL -8) ------ I --------- L -8 -------- J-3 --------- _ ;,frn. 11 1 C 3068 2--SH24 WINDOWS 2—SH24 WINDOWS 6'--8" HDR 6'--8" HDR PRECAST LINTEL (8" X 16" COMPOSITE) PRECAST -LINTEL (8" X 14" COMPOSITE) PRECAST LINTEL COMBINED WITH C.M.U. BOND BEAM ABOVE T0. BE FILLED AND REINFORCED WITH (1) #5 STEEL BAR IN EACH PLACED IN THE FIELD TOTAL ALLOWABLE SUPERIMPOSED LOAD — POUNDS PER LINEAL FOOT LINTEL CLEAR SPAN LINTEL SIZE NO FILL FILLED (1) #5 FILLED (2) #5 L--1 1'-6" 2'-10" 12374 12591 12867 L-2 2'-2" 3'--6" 8488 8680 8871 L-3 2'-6" 4'-0" 6868 7023 7178 L-4 3'-2" 4'-6" 5772 5902 6033 L-5: 4'-0" 5'-4" 4546 4649 4753 1-6. . 4'-6" 5'-10" 4028 4120 4212 L-7.. 5'--2" 6'-6" 3382 3460 3538 L ',8�.�� ; '��,°���. 6' '" 7'-6" '!�2,908a:f 2975' — 77 3042 L, 9 7'--0" 8'--4" 2548 2607 2666 L-10 8'--0" 9'-4" 2215 2267 2319 L.—.1.1 .:.. 9,-2., 10'-6' 1918 1938 2009 L-12 10'--.0 ` 1 1 --4 1749 1790 1832 L-13 11 '-2" 12#-600 1554 1591 1628 L-141 ; :> 12'-0" 13#-4"1435 1473 1507 PRECAST -LINTEL (8" X 14" COMPOSITE) 3,-o,l POUR CELL TO � LINTEL 1 _4„ 6'-3 1/4 1'-4,� 1,_4» NEW WALLS TO BE 'CONNECTED TYPICAL CONCRETE PAD-1TO THE EXISTING STRUCTURE USING 1► EPDXY AND 2--#5 `DOWEL i,RODS 4'-0►' EXISTING WALL 36,--0" It PLANS REVIEWED ITT OF SANFORD a;• -= DENOTES, #5 DOWEL IN CONCRETE BLOCK FROM FOOTING VERTICAL IN C O N C RETE FILLED BLOCK CELL Tour Pakw Is w+ o *4jsj"Y To PI VroH 04MA O �o wrow That cAm" ._ HO GOMOR,TON TTMT rt c1 NOT TO i[ Vito PM" -MY Oil n+ONAtOMY 1N' AW ft.,oUP TO 'LINTEL HEIGHT. Ds7I$V0A.6 TO ousn lW9J%9T8.t� AV W*% JEW TZ Apm cu rr >20 0 ? yCa cx 1 —Z4Derr �r.. ,ROOM ADDITION FOR kiXf AND JUDY WARTMAN FOUNDATION PRECAST LINTEL COMBINED WITH C.M.U. BOND BEAM TO,, BE FILLED AND REINFORCED WITH (1) #5 STEEL IN,'EACH PLACED IN THE FIELD ABOVE BAR TOTAL ALLOWABLE SUPERIMPOSED LOAD — POUNDS PER LINEAL FOOT DOOR CLEAR SPAN DOOR WIDTH FILLED DB FILLED DC FILLED DO D— i 2'-10" 2'-6" 6320 6539 6642 D-2 2'--10" 2'-8" 6018 6124 6288 D-3 3.-4,. 3'-0" ., 5,391 5432 5831 : D-4 4'-4" 4'—O" 4956 4049 4198 0-5 5'-4" 5'-0" 3138 3267 3340 D-6 , 6'-4" 6'-0" 2650 2755 2855 D-- 7 ; 8'--4" 8'--0" 2026 2078 2130 3,-o,l POUR CELL TO � LINTEL 1 _4„ 6'-3 1/4 1'-4,� 1,_4» NEW WALLS TO BE 'CONNECTED TYPICAL CONCRETE PAD-1TO THE EXISTING STRUCTURE USING 1► EPDXY AND 2--#5 `DOWEL i,RODS 4'-0►' EXISTING WALL 36,--0" It PLANS REVIEWED ITT OF SANFORD a;• -= DENOTES, #5 DOWEL IN CONCRETE BLOCK FROM FOOTING VERTICAL IN C O N C RETE FILLED BLOCK CELL Tour Pakw Is w+ o *4jsj"Y To PI VroH 04MA O �o wrow That cAm" ._ HO GOMOR,TON TTMT rt c1 NOT TO i[ Vito PM" -MY Oil n+ONAtOMY 1N' AW ft.,oUP TO 'LINTEL HEIGHT. Ds7I$V0A.6 TO ousn lW9J%9T8.t� AV W*% JEW TZ Apm cu rr >20 0 ? yCa cx 1 —Z4Derr �r.. ,ROOM ADDITION FOR kiXf AND JUDY WARTMAN FOUNDATION ..,_. ,.,... -e._ � - - - _.. s __...- -.. - - e - P, RED HEAD TO EXISTING POURED SILL—/ BETWEEN EXISTING ROOF RAFTERS 2- 2 X 8 SILL PLATE J BETWEEN EXISTING RAFTERS 112" DRYWALL HURRICANE CLIP TAPCONED TO EXISTING CONCRETE WALL EXISTING EXTERIOR WALL NEW SLAB T a d a v ,• ;a v .a•. ' a EPDXY #5 REBAR 20" LONG INTO EXISTING FOUNDATION ' I OR SLAB EMBEDED 3" MIN EXISTING FOOTER 1,_4„ SECTION AT ROOF INTERSECTION CEILING INSULATION R-19—/ ' KBO 0 1/2" DRYWALL TRIM- LINTEL BLOCK — CONTINUOUS POURED CONCRETE TIE BEAM WITH MIN 3000 PSI, 1--#5 REBAR, 2.5" LAP 8 FULL CONCRETE BLOCK W/ VERTICAL REINF. 25" LAP I r 1 , I V '4. 4" CONCRETE FIBERMESH SLAB W/ 6X6 11/10 WIRE MESH ON CHAIRS W/ 7" LAP 6 MIL. VAPOR BARRIER, 7 LAP TAPED COMPACTED TREATED CLEAN FILL DIRT LINTEL BLOCK, W/ MIN 3000 PSI M #5 REBAR 16" DRIP EDGE �—FASCIA VENTED ALUMINUM SOFFIT PRECAST CONCRETE U—LINTEL W/ MIN 3000 PSI (1) #5 REBAR EXTENDING 8 MIN PAST OPENING ALUMINUM SINGLE HUNG WINDOW PRECAST WINDOW SILL 1 ' X 4' PREBENT STEEL #5 REBAR,,'25 LAP. WIRE TIE `—ALL LAPS. CONCRETE FILLED CEL W/ #5 REBAR TO TIE BEAM ill+F' IY '.I A 1 u F i P I IJ!I i�il CJ l Piyn. of P �g;ippip .. m Fe r r I r I, �, 1,,, �,p�d. � l6;II J ilM,�JlIIl�IJ1"��I�11n,„91i���@�.. FINISH GRADE V-0„ MIN. 2— #5 BARS ON WIRE CHAIRS W/ 3” COVER 25" LAP (CONTINUOUS) 16 X 16 CONTINUOUS CONCRETE FOOTING 1 4 TYPICAL WALL SECTION I I I V h L_ LJ lJ V V 1 V 1 u u I\ NOTE: WHERE NEW WALL MEETS EXISTING AMU. WALL, EXISTING CMU WALL CELL IS TO BE FILLED W/ 3000 PSI CONCRETE, IF',,GELL IF IS 0T. A EAD F .... I N I Y FILLED. f1 r . ipl�• R {I .I 'I ; EMBEDDED 24"' 0.C, CITY F . ID BOND BEAM TIE-IN T►u1 PRAW It w+wCO 44j4dCC7 ,O RCTLNIN t~ OW.wO A1a0 UPQ" 949 LAP""S 000, .� r COO NOMON TH^T fT Ia NOT TY( UZZO 0040,C'My OA, IN(NRCCTL.Y rN ANY WHY // OtTRIMCNTAL. TO OUR I"TCA"T7. H MA JEW I= IAPM IUrz i1201 7 Pm — """�"" ROOM ADDITION FO,R ,'MIK, ' AND • ,vDY HARTMAN �rc'vPrEov SAMONS AND 'SPWIPYCATIONS HEADER BUCK (MIN 3/4" THICK P.T.)_ 2" MIN. 4" MAX. (TYP. ALL ENDS) TAPCONS SIDE BUCK (MIN. 3/4" THICK P.T.) 2" MIN, 4" MAX. do 04 (TYP. ALL ENDS) i IF 2X IS USED FOR BUCKS. IT BECOMES STRUCTURAL AND ADDITIONAL FILLER MAYBE ASSED TO THIS BUCK. SECURE FILLER TO STRUCTURAL BUCK W/ GLUE & SCREWS 8" 0. C. W/ MIN 1 1/2" EMB. SHIM DOOR AS NECESSARY W/ 1/4" MAX 2" MiN. 4" MAX J (TYP ALL ENDS) TYPICAL DOOR .BUCKS HEADER BUCK SIDE BUCK TAPCONS WIND LOADS ON EXTERIOR OPENING BASIC WIND SPEED 120 MPH (3 SEC GUST) .+25.9/-34.7 PSF FA. SCHEDULE BLOCK TOTAL TOTAL LENGTH OF LB. LOAD tiG`i`.: ut,dR,( CONSTRUCTION ITEM OPENING SIZE AREA IN LOAD IN BUCK ATTACH. PER LIN, FT 3/16 TAPCON 1/4 TAPCON (REF ONLY) SQ. FT. LBS. IN FEET OF BUCK EA BUCK HDR BUCK HDR WINDOWS SIZE 1) FOR EXTERIOR WINDOWS AND DOORS USE 1 " X 4" P.T. BUCKS ON JAMBS AND HEAD. //23 APPROVED FASTENERS: 3116" TAPCON WITH 1 3/4"' PENETRATION = 230 LB ' OF HOLDING POWER. y24 1 /4" TAPCON WITH 1 1/4" PENETRATION = 320 LB. OF HOLDING POWER #23 SH 37 7/8" X 38 3/8" 10.1 352 9.5 37 3 2 3 2 #24 & 24-5 SH 37 7/8" X 50 5/8" 13.3 462 11.6 39.8 3 2 3 2 #25 SH 37 7/8" X 63" 16.5- 573 13.6 42.1 4 2 4 2 #26 SH 37 7/8" X'74 3/8" 18.9 818 15.1 54.2 5 2 5 "2 #32 SH 54" X 26" 9.7 338 8.8 38.4 4 2 4 2 #33 SH 54" X 38 3/8" 14.4 501 10.9 46 4 2 4 2 Dbl #24 SH 75 1/4" X 50 5/8" 26.6 923 14.7 62.8 4 4 4 4 Dbl #25 SH 75 1/4" X 63" 33 1145.1 1618 68.2 5 5 5 5 Dbl #26 SH 75 1/4" X 74 3/8" 37.8 1311.66 16.8 68.2 5 5 5 5 DbI #33 SH 107 1/2" X 38 3/8" 28.7 998 15.4 64.8 5 4 5 4 DOORS 2868 DOOR 36" X 82" 20.5 711 16.7 42.6 3 2 3 2 3068 , DOOR 40" X 82" 22.8 791 17 46.5 3 , 2 3 2 Dbl 3068 DOOR 76" X 82" 43.3 1503 20 75.1 4 4 4 4 (MIN 31 2" MIN. 4" MAX. Xv- (TYP, ALL ENDS) TAPCONS DOTES FOR WIND LOADS: CODE SIZE 1) FOR EXTERIOR WINDOWS AND DOORS USE 1 " X 4" P.T. BUCKS ON JAMBS AND HEAD. //23 APPROVED FASTENERS: 3116" TAPCON WITH 1 3/4"' PENETRATION = 230 LB ' OF HOLDING POWER. y24 1 /4" TAPCON WITH 1 1/4" PENETRATION = 320 LB. OF HOLDING POWER 2) PROVIDE ENOUGH FASTENERS OF TYPE USED TO EQUAL OR EXCEED STATED LOADS ON TABLE. * MINIMUM FASTENERS FOR TOP BUCK = 2 * MINIMUM FASTEBERS FOR SIDE BUCK = 3 J/25 TAPCON FASTENERS ON WINDOWS AND DOORS ARE REQUIRED NO CLOSER THAN 2" OR MORE THAN 4" FROM ENDS AND SPACED EQUAL DISTANCE ALONG BLANCE OF BUCK. FLANGE DESIGN ON WINDOW AND DOORS MAY VARY BETWEEN DIFFERENT MANUFACTURERS. SEE MANUFACTURERS SPECIFICATIONS FOR REQUIRED FASTENERS TO ATTACH WINDOWS AND DOOR TO BUILDING. SH (USE MANUFACTURERS INSTRUCTIONS IT THEY VARY FROM THESE SHOWN HERE.) A, C USE (1) #8 SCREW IN ALL FACTORY HOLES IN FRAME NOT USED BY TAPCONS. SH SCREWS ARE TO BE SUFFICIENT LENGTH FOR MIN. 5/8" IN WOOD BUCK A, C IF EXACT WINDOW OR DOOR SIZE IS NOT IN CHART, USE NEXT SIZE UP FOR ANCHOR SPECIFICATION. HEADER BUCK 2" MIN. 4" MAX. (TYP. ALL ENDS) A E B �rP'A« Egos, MIN. WINDOW TAPCON PLACEMENT WINDOW TAPCON PLACEMENT CHART CODE SIZE FASTENER LOCATION //23 SH A, C y24 SH A, 8, C //245 SH A, B, C J/25 SH A, B. C /{26 SH A, B, C //32 SH A, C i/33 SH A, C PLANS REVIEWED CITY01F SANFORD CQ* M NT 14 I r IT 9 W NOT T TO hKTVM4Upgo 9040 LY On 4O4 vs•a+ rp.1#4 [ y =y L1�G 14iZ ZIO o o ! JI►L GOt"I&A H THAT R 1!l NOT TO SIL 47i0 OIhiLCTLY Oh WO�+f1LG`rLY M/ .w(Y WAY t D<'f1ti�.IRNT.V. TO OVA INT[h[yTti. arc JEW I c lurr DATA' 3r Ts- AWIAv ROOM ADD1T10N FOR MIKE AND JUDY HARTMAN YINDOW AND DOOR SPA'01,AVATIONS