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HomeMy WebLinkAbout7650 Wheat Stone Drvp n 'Nx�C Wye 5-Eorn �1snL\r i�-�Y)Q V 1828-4EIBIB-CALI9 9 3501 RIGA BLVD, TAMPA, FL 33619 Tel= (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HOR`I'ON HOMES TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEL: 813) 549-1967 FAX: (817) 302-3134 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS 11 •FLORIDA BUIIAING CODE, RESIDENTIAL &M EDITION (2023) •ALL LOCAL AND STATE CODES :OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED — VHlt=12 MPH Vasd=124 MPH :EXPOSURE — C •1—STORY RESIDENCE .2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND STATE CODES' ABV. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS IBC, ALTERNATE M R. MAN' INECA INE' AMP. AMPERAGE MIN. MINIMUM BD BOARD MT METAL THRESHOLD GL CE BINETTER MTD MOUNTED CAB CABINET Nr NOTT, CLG. CEILING N: f.S. NOT TO SCALE co CLEAR PL ON CENTER coNc coxcaeTE PL PUSH Y LINE CPT CARPET B uSHBUITON C1 CERAMCTILE PH PHONE D DRYER PLI PLAIT DBL DOUBLE PLYWD. PLYWOOD D.G. DUALGLAZED PR. PA Ut DIA. DIAMETER P.1-. PRESSURE TREATED DIM. DISPOSALN R. RISER nlsP. DISPOSAL lanD. RADIUS DP. DEEP Ii.A-G. RETU RN AIR GRILL DR. DOOR REF. REFRIGERATOR Ds. DOWNSPOUT RM. Room D'fL. DETAIL RO. ROUGH OPENING Dw. DISHWASHER S.C. SOLID COAEEXT DR ELEv. ELEVATION N SINGILE HUNG 7O t EQ EQUAL SKIT SHEE EXIt. EXHAUST SHWR SHEATHING IUNc F xr. EXTERIOR SHWA. SHowra 1.G./FX. FIXED GLASS SIM. SIMILAR rG FUEL GAS M.SLIDING F'IN. FINISH SL.OF. SLIDING GLASS rLA. FLOOR s'rD. STANDARD n.uoa. woREscENT SITS stIFARwnLL DR. FRENCH DOOR SECTION FOOTIN TEMP EMPEaeD m.Ass GA- GAUGE THI THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB C.FI GROUND -FAULT CIRCUIT T.OP OP OF PLATER MTERAUPCER T.O.S. TOP OF SI�IB GL GLASS TYI'- TYPICAL GYP. BD, GYPSUM BOARD UN.O. UNLESS NOTED H13 HOSE BIB OTHERWISE Hc. HOLLO-COREv.P. VAPOR PROOF HDR. HEADER W. WASHER IIGI OR HT HEIGHT W' WITI1 INSUL INSULATION WD. WOOD INT. INTEtllOa WOW. WINDOW w/H wATEa HEATER WI WAIERWROUGHT EATER DATE DESCRIPTION 01/26/IS CD'$ ISSUED ARCHITECTURAL SHEET DESCRIPTION IDI/15/16 2011 FBC UPDATE PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El -ELECTRICAL PLAN PG P1—PLUMBING P ��� _ PG M1—MECHANICAP L (� )44pi 'A F - 6.:' V I S(tl [ PG DI -DETAILS ODES PG -DETAILS jjjj ' ' y'p`.�����h�� !'6{'I PG D3—PRODUCT ry,,tTr-_LL-CTP10 1PROFESSIONAL PG WA1—WALL., ASSA(1 SFGARAGE PG WA2—WALL ASS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS f /I n{ �"j B'}� a r t`', 8i/-At'i p (,U PG WA6—WALL ASSEMBLYI,,J 7 _ -- — , ,�g �P i a 91 ) , , 1 F, r Zi `31 e - OIA6115 CD'SRE-ISSUED ID2nins sIDINGELEVATONSADDED 03n6/15 CD�S RE-155UED 04A$118 FOOTING REVISION PER M. BOLE$ 06n1A8 CD'SRE-ISSUED IDVIeAs ADDED CURELESS FCOTERATGARAGEDETAIL (FORT MYERs) 02n2/19 PLAN MAINTENANCE 03n8/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD, LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax. 407 774-4078 �+ tl L+n CAL SQ.1 1. CALV. S 04n4A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) 04n4n9 REVISED HVAG VOLUMES ON SOFT CALC SCHEDULE (MELB.) LIVING 162a 5Q. FT, 430 SQ. FT. ENTRY 16 6a. FT, LANAI 88 SQ. FT. TOTAL 2362 5a, FT, r Fp,` A 91 3 I I y �,r / 'a- P ,, !A Li ALL it �H `���� l sI�I c^- r CODES FLORIDA �j'�i `r IL'� ..,A'T; S_)I"`.; l�4✓ `'n T f.p +'� Yz, IVi�11 1®�� 1_ E Le C T P I c y'�9 Y`q C p _ API® I HE CI C f { .)Yy �� s : } � �� tl�l 11 t�R.E�{�J�,NCES _ t ��� JA i (, REVIEW )� I �9`� '",b ) p 7tin gf,,.. "fg j„��' � ^' pr i i a -- - a : 06/12/19 ADDED'EXTERIOR MONO DEEP FOOTER'DETAIL I2/SLIA(ORL 06n1/n ADDED LED LIGHTS 6 KITCHEN i BATH PER MARK BOWES ELEVATION 09��9�9 ELEVATIONDDE �DINCz-ADDE:DPTION LOUVERD GABLE ROOF 10/25/15 ADDED OPT. B'-0' CEILING HEIGHTS 01/01n0 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS ID4103nID OPT. 8'-0' CLG. WT.- ADDED LED LIGHT IN FOYER' 04/09n0 OPT. B'-ID' CLG. HGT. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY 05/06n0 ADDED ELEVATIONS'L' t'M' (ORL) y { c 7 T STRUCTURAL SHEET 01/I5n0 ADDED ELEVATIONS 'MG'-TMN'-'MS'(ORL e- PG Sl FOUNDATION PLAN PG S1.lA—DETAILS PG S1 .2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2,2A—SAFE LOAD TABLESf PG S3—FRAMING PLANT PG S3.lA—DETAILS PG S3,113—DETAILS PG SN1 —DETAILS PG SD1 —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE NUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. IDI/01/21 2020 FBC UPDATE 03/03/21 ADDED SOFFIT DETAILS 04n6n1 ADDED ELEVATIONS N' : '01 (ORL) 04nlnl ADDED STONE OPTION ELEVATION 'G' IMELESOUrddEJ m5/minl ADDED ELEVATIONS 'P'4'a'(oRL) 05/n/21 ADDED DEN OPT. (TAMPA t FT MYERS) 08/10n1 ADDED 20' F007ER OPTION (TAMPA) II/02/21 ADD FRENCH DOOR OPTION 03/IDan2 ADD COURTYARD OPTION 03109n3 ADDPAvER50PTION(TAMPA) 04112123 ADD RECESSED SHOWER IN BATH I OPT, 011OV24 2023 CODE UPDATE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdes igngrou p.com AA #:.003325 w � a 6 � g a m o PIN C, a C, a a .n 2 sn 0 SUBDIV. & LOT• ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT}j: 4 81,003-43012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ROLAND A'VBOUCt�CRA t` AR NO 9372v$ DA ET 02/19/24 SCALE: 1 /4"=1' - O" SHEET cI GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2023) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELYSTA INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BYTHE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL i" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/: -INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFWJALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM''/' PVC (SCHEDULE 40), INSULATED WITH Y:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-18b & ASTM-Cl 787. 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS T" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esigngrou pxom AA #: 0003325 w x � � a m °j 4 SUHDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C r- ARCHITECT 1 ROCAND A"ABd CH CRA N AR NO 93M No PRINT 02 19 24 DATE: / / SCALE: 1/4"=f-O" SHEET G N m LIVING ROOM LANAI 101_01, ) o� ) BEDROOM#1 -- r' -- n 810— FLAT HDR 9 l'-6' AFT. DINING 2xa ROOM V-0' CLCx 0'_6" 4'_4• C_ u lJ C BATH#1 � I — — V. — — - - - - -- — — — — —— - > 8'-0' C1.Cx W.I.C. Im b36 I m ' V. ? C. '� `• • m SHWR. PAN iiOPtl -° -SH IR-ISH 51NK ab36 b24 2'-8" ii 3'-O" L - !LAUN DCLGY B KITCHEN IR-ISN N i8 T1111111-01=0= cFLAT8'-0' cvA8C-_� b36 RANGE PAN. CL& m A V. BEDROOM#4 V_v C CL FLAT HDR e ro Ila � 1-O 4" 3'_6" v 2'-8" � I I B) v ili J �R a� 11 Ic. m BEDROOM #3 V-O'CLG. 4� MT. III F 22'x54 l v 0 O I ATTIC I L ACCESS—U Ile LAv, III Q BOLLARD AS a s I IQ I I� UI> BATH#2 m REQ. PER BLDG. , I lu- r I y' G g,-& CLc% CODE — GARAGE B C. V BEDROOM #2 �m IT 810 CL6. C= T_ RY— V-01 CIO,. (2) 3052-6H EGRESS -------------------- B 21'-4" 14'-0' FLOOR PLAN SCALE: 1/4' = I'-O' DBL. TOP PLATE BAR DETAIL A SCALE: 1/2'=1'-0' EXTERIOR MA5ONRY WALL BRCS. HEIGHTS BRG. BRG. SQ.FT. CALC.'S LIVING 1525 SQ. FT. GARAGE 450 50, FT. ENTRY 16, 50. FT. LANAI 88 60. FT. TOTAL 2362 SQ. FT. COAPONW AND CLADDNO WIND LOADS -- BASIC WIND EXPOSURE FOR 3 SECOND OUSTS OPENINGS SQUARE ZONE ND WH WO (M) RBAAFKS AND TYPE FOOTAGE MIN. WINDOW 10 5 33.6/-44.9 CRITERIA EXTERIOR SWING 20 5 32.1/-41.9 DR. MIN. CRITERIA 5.G.D. / FRDR 41 5 30.5/-38.8 MIN. CRITERIA 16m10 O.H.D. 112 5 28.1/-31.5 12'x12' SOFFIT 15 33.6/-44.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=I1, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 0SN/23 DIM- v4RIE6 Ba -A: -C. SCALE1/2 I'D NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/5" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 F w h a a � � � w � � 4 9 M c 9 4 STJBDIV. 8e LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB 1828— CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN %160 MPH EXP. C ool LAM L"A RA R NO 93723 DARINT 02/19/24 SCALE: 1 /4"= l' — O" SHEET Al � I EQUAL EQUAL TO CONTROL JOINT TO CONTROL T.� ,/-IS'-4" BLDG. HG� (TYF.) _ — _ — _ — _ _ — - _ _ — _ (TYR) I U EQ. EQ. FYPON LV12X24 OR EQUIVALENT A I 2D 12 4 EQ. 6 WAI r� I 1 wAl lB -� WAI WAI 1E __ u_— _IIE 01-7. COACH —� LIGHT 0'-0" FIN. FLR. , SHINGLE ROOF FYPON E<TIIXI-I OR EQ. EQUIVALENT I WAI 8'-0° BRG. HGT. 5'-0' BRG. 16'X62' FYPON DECORATIVE 45 SHUTTERS OR 1-I�IIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIIII,If � '�- - _ _ ' RAISED �lil�l ICI __ l _ IIIIUUIIII 4 � ll�Mll - II IN- FRONT ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT OFF RIDGE VENT NETFREEVENTIIATIDNAREAREQUIRED REQUIRED VENTILATION AREA 2364/'AO = 7.88 VENTILATION AREA X SQ INCHES PER FT, (144( = 1134.72 SQ, IN. MIN, REQUIRED VENTILATION .5X 1134.72 IN UPPER PORTION DF ATTIC - 557, 36 SO. IN, OFF RI DGE VENTILATI ON AREA 115 SQ, IN. PER VENT 567.36 /115 TOTAL N OF VENTS REQUI RED = 4. 93357 TOTAL C OF VENTS PROVI DED - 5 (EXTERIOR OF WRLL TO EXTERIOR OF WALL„N O OVERHANGS INCLUDED) 45 LR. N ❑ ❑ ❑ ❑ 0 RAISED STUCCO BAND PER GOMMUN ITY SPECS. CTYPJ_—___—__ I 1 _0. 14B I TYP. OFF RIDGE VENT ]REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH &'-0' BRG. HGT t 0S'-0' BRG. HGT, RAISED 570000 BAND PER COMMUNITY 5PEG5. CTYP.> �0'-O" FIN. FLR. ----------------------------------------------- LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH I � � OFF RIDGE VENT OFF RIDGE VENT 112 6 5'-0' BRG. HG-T, - ------------------------------------------- ■ RAISED STUCCO BAND—,,, F-1 _ PER COMMUNITY SPECS. (TYP.) 0'-0" FIN. FLR. RIGI-IT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH / 2- IN DECO. DTL. A SCALE: 1/2.1'-0' -0" FIN. FLR. F W xO � a a �00000�, o sysDIV, & LOT ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "T 160 MPH EXP. C rEC A 5;�FL44 DAI ,f+ i 1 ROL AR ACRA NO 93 23 I , PRINT DATE: 02/19/24 SCALE: 1/4"=1'—O" SEMET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V OUTLET 20 AMP SINGLE POLE 110v OUTLET 110V OUTLET V2 OF OUTLET WIRED TO SWITCH GPI IIOV OUTLET EOUIPEO W/GRID FAUL INTERJPTER (TAMPER RE6I6TANT TYPE) 220V OUTLET (4) WIRE CONVECTION TE��� GROUND FAULT —Cl- GFI OUTLET INRRUPTER SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-W41 OP'ER. L o WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR © VP PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CMI VENT, FAN I CFM PER 9Q. FT. VENT. FAN W/LIGHT I CFl-I PER SQ. IT. V NITY LIGHT FIXTURE I6PEC'8 T 2 BY BUILDER) 0 PANEL METER • S.D. `E DETECTOR GATT. BACK IJP W/ HARDWIRE CARBON MONOXIDE BAIT BACK-UP W/ HARDWITE INTER ® 5/CO °•"M DETECTOR COf180 -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT IJ� NATURAL GAB pU LET . TELEPHONE JACK WATER HEATER IGNITION SQIRQE TO BE ELEVATED DISCONNECT AIR. CONDITIONING BEE5AHU A/G DISCONNECT ONUKO. THIS SHE T TV TELEVISION JACK CEILING BOX REQUITE TO BE SUPPORTED IN OJ_BOx ACCORDANCE W/BOX MARLED AS SUCH FOR INSPECTION (\ /7 CEILING EOX REQUIRE TO BE SU"PoTED IN CEILING FANLIGHT ACCORDANCEW/ BOX MARKED A5 WCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP f]nnnnn w INCANDESCENT LIGHT STRIP ,7nnnn n()n 46' INCANDESCENT LIGHT STRIP FLOOD LIGHT PE, PUSH-BUTTON FOR CHIMES •-� + USE, PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FAN5 TO BE VERIFIED m HOMEOWNER PRE -CONSTRUCTION MEETING. F 3 1Ngr • ALL IS 1 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • D15HWA5HER DISCONNECT TO BE LOCKOUT IN PANEL • 54TNROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CRI INTERMITTENT LAUtJDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS. • WIRING METHOD 5HALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR A BUILT-IN DI5HWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS. • SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (5PD). T :T HSF A ST T • GNE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM(5) RECEPTACLE OUTLET($) REQUIRED AND ANY COUINTERTO AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE CUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. BOND - ---- El LANAI CEILING LIVING ROOM MTD. LIGHT PRE -WIRED, ' '� 1 � TO BE I CLG FAN INSTALLED, BDRM.#1 Z L7 "PRE -WIRED PROVIDE �q UJF J-BOX FOR "`T \ CLG FAN oFT. FAN PRE -WIRED A ll CLG FAN DINING ROOM I El GFI GFl i 1, LI�J SWITCH IN (2)OUTLETS CABINET STACKED j/ BATH 1 GFII t J Ow � S K \ --- / W.I.C. GFI OUTLET %� REF -_ Eft QI LAUNN.I, FOR Dw \KITCHEN / / F, - TARAN �1 L L __- I�I BD� CsFI ��--- RII ILI Hoop WIRE w/ CUTLET FOR I � FUTURE MICRO II PCLS FAN CLG FAN '- --- __ AIC PRE -WIRED --� - / ' W GFI s � CLG FAN I. I 5D WH 44'AFF.PB. FOR T --__-- GARAGE DOOR BOLLARD L �, AS REQ. / �GFJE� CPER ODE LDG WALL MOUNTED / I' LIGHT W/5WITCN IN ATTIC / ®I 1'' BATH #2 CLG. METER �Z OUTLET KEYLESS FIELD Q FIXTURE i �� BDRM.#2 VERIFY LOc, IRRIGATION FOYER OUTLET 48" AFF. s ENTRY 1! _L GARAGE-� CLG FAN - — [_ CP.B.. F Wp \�❑ CsF I FOR Hft°tEb I EI OPT. ----____------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' - 1'-0' S �L I I I S LED LIGHTING P DOUBLE LAV. BATH •I /mil-----� I I LED LIGHTING C SINGLE LAV. BATH 112 150 AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATICN5 SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR EH EDITION (2023). LOCAL CODES, AND ALL LOCAL POWER ANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TH-IN/THUN UNLE55 NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROvIDE 3-2/0 CU THIWN , ft CU IN 2' CONDUIT OR 3 •4/0 AL, THUN • ft CU IN 2' CONDUIT OR 210 AL. 5ER (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHAN63,) COMBINATION SERVICE IS0 AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB ENLraEPAHONE SERVICE r I SE. VIC VTRMIEN CE' EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE 5ECONDAR-- 1 14 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER -Irz" DIA ECHEDULE S0 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR STH -2210 ALUMINUM (AL IN 2" DIA SCHEDULE ISO PVC EDITION (2023). CONDUIT UNLE55 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/e" DIA X 6 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 w c � If 8 w qNU U w n o 0 o n 0 ro 0 0 v 9 4 SUBDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828-CALI" c3ARAGE SWMG-. LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET El CND. ry ZA — SINK ��- i 36'x60' - I i PAN 8'-5"� 2' VTR KITCHEN SINK W/ 2' VTR 2� 1Q AUTO VENT 2" 11/2� i _-- -- L- �z-Ai I/21/2"WC LAV1LAV I I/2' LAV 2" TUB 2 (y©(j SHWR 2" 3' — 3 3 -� r i 2- WASHER � I PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE 1/4 = 1'-0' To 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 W txi� C r � a m K w MO � K � 4 o o � o o Q Q Qlo O ti m O SUBDIV. de LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 FROJECTi# 04181.003-43012 MODEI 4EBB "1828— C ALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ROLAND A ABOUCHACRA AR NO 93723 i PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — 0" SHEET pI HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC STH EDITION (2023) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA 90A 2-3,1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5, ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC STH EDITION (2023) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION (2023) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC STH EDITION (2023) MECHANICAL CODE SECTION 403, B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED,TO EQUAL AIR EXHAUSTED, 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC STH EDITION (2023) MECHANICAL CODE SECTION 6m'1. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH 1-')BF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY P 'I AIR HANDLER y_ LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD (, CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR © THERMOSTAT [S] PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL EXTERIOR WALL - AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB -BXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID / REFRIGERANT LINES CONDENSER UNIT y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PvC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN Ali CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - FBCR BTH EDITION (2023) MECHANICAL BLDG. CODE SECTION 30121 HVAC DRAINS CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD s 12' FROM STRUCTURE SGORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL G.O. PLUG BRASS PLUG FITTING OR OR EXTEN51ON TO 501L OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 IN51DE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.) FIN. GRADE OR PAVING SEE SPEC. I'-B'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4 = 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abde igngroupxom AA #: 0003326 F w m � a _ m 0 SVHDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C ROLAND A."ABOtiC3FiACRA AR NO 93723 , ! P t 1 , i i b �1 i I i, b t i ' 1 DATE 02/19/24 SCALE: 1 /4"=1' — 0" SHEET ml i' b 2X4 TOP PLATE 35/8'ORS PER FLR 1/2' DRYWALL 3/8' TOP PLAN CHANNEL (25 PRE-"B TRUSS GA.) GARNER BEAD 1/2' CLG. BOARD Irz• THICK, z CAE — STRJ U SEE FOR P A5TEND IED e• a•1U SEE PIRECTL 4PPLIED REINFORCEMENT I/2' DRYWALL DIRECTLr TO 3 5/8' OR 5 3/0' METAL STUDS nASOIJRr Art cTHED To FILL NOTE: STUDS IN 24' O.C. 20 GA METAL TO BE " , CELL AS PER PARTITIONS SUPPORTING INSTALLED IN WALLS PRODucT 1/2' DRYWALL WALL HUNG PLUMBING RECEIvING UPPER/ LOWER 3 5/8' OR 5 CAULK ANo seAL STA' REO CABINETS AND TUB/SHOWER 25 BACKER Roo FIXTURES AND WALL GA. METAL TO BE INSTALLED 3/8' BOTTOM — WEATHER STRIP CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS CHANNEL E �� uNe noULDING ALL TO BE SPACED 10' O.C. AT 2ND GA.) SECURED �, PVC OIL— FOR GAS LINE AROUND (BY LESS THAN 2X4, WHERE FLOOR WALLS ADJACENT TO TO GONG a• GAL, STEEL DOOR MANUF.J FLOOR W/ 3/4' TRACK BRACKETS SPACED NOT MORE STAIR WELLS AND BATHROOM in•GTP.,u. oo. SECURE BT. 2X4 WOOD PAF t TO FASTENED TO PLATE TO SLAB STUDS -24' THAN 1&" O.C. OR, NOT WALLS W/ TILE FINISH �unoD BASS WOOD JAN5 PER WOOD FLOOR f PRODUCT GALV. STEEL DOOR W/ 10d MASONRY O.C. LESS THAN 2x6, WHERE W/ I/4' WOOD APPROVAL REQ. VERTICAL TRACK I• MIN. BY OTHERS NAIL 32' O.G. SPACED NOT MORE WOOD BASEBOARD SCREW BY Maw. SLIDE' FASTENED TO C CT MAX TRACK BRACKETS ROGI1 THAN 24" O.G. W/P VAL —coNc, SLAB 4PPRovAL REa FIN. FLR (j)TYP. INT. WALL (NON—BRG.) ll�D 1 SCALE: 3/4' -1'-0' FIBERGLAS5 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRJ55—/ MTL. DRIP EDGE 2. FASCIA PER 710' ELEVATIONS TYP. OH. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR t� n W/ WINDOW OPENING H 5/8' GYPSUM 5� OR I/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION --R-4.1 INSULATION WINDOWS AND DOORS V SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE I FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING 6TRIP5 9 24' O.C. 8' CMU — - �-- 1/2' GYP. WL. BD. WOOD BASE 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 7-22 IN ACCORDANCE WITH FBCR 2023 8TH EDITION, SECTION R301.13 AND 1009.5.1. n TYP. WALL SECTION —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE: 3/4' - I' -0' FIBERGLA55 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE NO OPENING r4--�1—STORY HIP BLOCK WALL D1 SCALE: 3/4'=1'-O' STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.LLI OF THE FBCR 2023 BTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR 45TM D484b9 TYPE III OR TYPE Iv UNDERLAYMENT, FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON NIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3° AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3, CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I" BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (1-1/4' X 0.05"I" X 0.177 HEAD DIAMETER) FOR A 2' X 4' 51-15FA5CIA AND THREE FACE NAIL FOR 2' X &' AND GREATER SUBFASCIAL. 28 GAS LINE THRU BLOCK D1 scALE. In•.r-®. FI5ERGLAS5 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNES5 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT- 1--PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O" FIN. FLR. 8' CMU 5' s GARAGE DOOR JAMBS D1 SCALE: 1 I/2'=I'-0' —2X4 SPF 24' O.C. MAX — SECURE W/ (2) 12cl NAILS g EA. END 2x BLOCKING BETWEEN 7RU55E5 —PER STRUCTURAL DETAILS 5TIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PERR� STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS m 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 1n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.I.I1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET 5NI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRU56 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE "1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND Ixo09.5.1. TYP. WALL SECTION �% NO OPENING 5 1—STORY GABLE BLOCK WALL lllD 1 SCALE: 3/4' = I' -O' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYI"IENT IN ACCORDANCE WITH FBCR S05.1J.1 OF THE FBCR 2023 8TH EDITION IS "4 WHICH USES (2) TWO LAYERS OF A5TM D22io TYPE II OR ASTM D45l6S TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N � Q ae � w o o a S a Q g a " e M 0= 8 p 0 0 4 SUBDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C I ROLAND A ABOWHACRA AR NO 937' t go DATE: 02/19/24 SCALE: 1/4"=l'-0" SHEET D I 000 TOP: 2X6 P.T. CENTER Cr DOOR HEADER SECURED W/ (1) 1/2- x 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/e' WASHER 4 NUT OR _ _ W/ (2) 1/2' X 8' ANCHOR BOLTS — -- W/ 4' MIN. EMBEDMENT -- W/ 2' X 2' X 1/5' WASHER < NUT — - 3/4 PT BUCK T I/4' SHIM SECURE 2x4 I- N — TO IS W/ _ W I/4' TAPCON9- _' 1 1/2' EMBED., 8' O.C., — - 4' END DIST., I I/2' EDGE DIST. _ .._- - SDE E1 _- 2Xb GARAGE DOOR BUCK SECURED n11V —Id' - W/ (5) 1/2' X 8' J-BOLT OR ANCHOR =1— -- BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, __-- (3)EVENLY SPACED.co � , 0 Notes: ALL ANCHORS SHALL BE IN ACCORDANCE TO NTERIOR EXTERIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT �Ik GARAGE DOOR 3/4"X9" fRECE66' 1 BUCK ATTACHMENT 3/4" BUCK CONNECTION PTO BLK DETAIL 2X4: SECURE TO BLOCK W/ 3/1&' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END IS' OC. MAX SPACING, 2X6: 6EGURE TO BLOCK W/(2J 3/I6' TAPGONIS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END i IS' O.C. MAX SPACING. 2X5: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .14S MIN. HEAD 512E 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING.— NOTE: SHIM AS NEEDED TO PLUMB JAMB CDC NOT EXCEED 1/4') 5' CMU I/2' DRYWALL ❑ CELL TO BE POURED SOLID W/ 2,500 P51 CONCRETE REINFORCED W/ (I) 5 VERTICALLY I'X4' P.T. NAILER T/16' 0.58. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB T�1 0 BLK DETAIL J SCALES V4 • I'-m' 2x4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK 3/I6' TAPCONS (MIN. W/311W TAPCCN5 (MIN. SHANK 51ZE .145 MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END , 18' O.C, MAX END 4 18' OC. MAX SPACING. SPACING, 2X6: ® 2X6: CEO SECURE TO BLOCK SECURE TO BLOCK W/l2) 3/16' TAPCON5 W/(2) 3/Ib' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK 61ZE .145 MIN. HEAD SIZE ZOO MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') 1/2' DRYWALL WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU A IB' O.C. MAX SPACING. 18' O.C. MAX SPACING. Ix4 P.T. OR 5/4'X4' MIN. 112DRYWALL 112' DRYWALL SECURE TNRU FRAME d 1'X4' 2X8: ® 2X8: EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK X4 BLOCK W/ 3AW W/(1) 3/I6' TAPCONS P.T. NAILER W/(2) 3/Ib' TAPCON5 F.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE 145 T/16' 0.98. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CA51NG MIN. EMBEDMENT I I/4') MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN e' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW l 18' O.C, MAX t 16, O.C. MAX / IS' O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOOK W/ 3/16' TAPCCNS (111N. SHANK 51ZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END I IS. OC. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 5' CMU e IS' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® 1'X4- SECURE TO BLOCK P.T. NAILER WA2) 3/16' TAPCCN5 (MIN, SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 114,) DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" ��WIIFD�OW TO BLOCK +1 15/ls" 2X4: CM SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I t/4V WITHIN 8' OF EACH END 4 IS. O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2Xb: ® ON OUTSIDE I SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/Ib' TAPCON MIN. 1-1/4' W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE ,145 EMBEDMENT INTO BLOCK, MIN. HEAD SIZE .300 MN. EMBEDMENT I 1/4') WITHIN 8' OF EACH END 8' CMU 4 IS' O.C. MAX SPACING. 1/2'DRYWALL 2X8: I= SECURE TO BLOCK I'X4' ❑ W/(2) 3/16' TAPCONS P.T. NAILER (MIN,SHANK SIZE ,145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 I8' O.G. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �JW�IND�OW TO BLOCK +2 1/4" NOTE: SHIM 45 NEEDED TO PLUMB JAMB CDC NOT EXCEED 114.) DOOR JAMB TO BLOCK +3" i1WiNTI(1W TO A1,(1CK +:1" 2X4: CM SECURE TO BLOCK W/ 1/4. TAPCONS (MIN. SHANK SIZE .145 MIN. NOTE: HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END 1 IS' O.G, MAX MANUFACTURERS WRITTEN INSTRUCTIONS, SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCON6 (MIN. SHANK S1ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I I/4V WITHIN 8' OF EACH END g' CMU < 16. O.C. MAX SPACING. 2X8. ® ❑ 112' DRYWALL SECURE TO BLOCK I'X4' W/(2)I/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 1/1W O.S.B. X 4' MIN. MN, EMBEDMENT 1 I/4') WITHIN 8' OF EACH END DOOR CA91NG 1 Is, O.C. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED 70 PLUMB JAMB CDO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3 7/16" �WI�ND�OW TO BLOCK +3 7/16" 2x4: ® 2X4: cm SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 114' TAPCONS (MIN, SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 15, O.C. MAX END 1 IB' OG, MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING, NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED 2Xb: ON OUTSIDE ! SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 3/16' TAPCON MIN.-I/4' SECURE i0 BLOCK THROUGH NON-STRUCTURAL 3/Ib' TAPCON MIN. 1-114- (MIN. SHANK SIZE .1 S fMIN. SHANK 912E .145 EMBEDMENT INTO BLOCK. .145 I .MIN. SHANK SIZE .145 MIN. SPANK, SIZE EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 HEAD SIZE 300 MIN. MIN, EMBEDMENT 1 1/4') 8' CMU EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 6' OF EACH END g' CMU 4 IS, O.G. MAX SPACING. 1/2' DRYWALL 4 18' O.C. MAX SPACING, 1/2' DRYWALL 2X8: ® I'X4' 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 DOOR CA61MG W/(2) 1/4' TAPCON5 (MIN. SHANK SIZE .145 I' P.T. X 4' MIN. HEAD SIZE .300 MIN. HEAD 51.E 300 Z. MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN W OF EACH END MEMBER W/(2121 WITHIN 8' WITHIN 8' OF EACH END 18' O.C. MAX OF EACH END 16' TO 8OC. MAX all t ' O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM A9 NEEDED i0 PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" TO BLOCK +3 3/4" F �WIeND�OW 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W �a V w a o¢ 9 a a a e N C C C C 0 SUBDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODET- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C 10 ROLAND A ABO kbAS NO 93WRA PRINT 249 1 DATE: 02 / / SCALE: 1 /4"=1' — O" SkMET D 2 k k k k k PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1105 2023 FBCR 12/31/2035 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/2035 13872..14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1123 2023 FBCR 12/31/2035 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872..12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544 - R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2023 FBCR 4/30/2026 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2024 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD PLANK 2023 FBCR 12131/2026 13223.2 JAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310-112 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T'VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 R5 ALSIDE ALLIANCE 'T4'VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188-RS MID -STATES ASPHALT& CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 41886.1 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W. FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esigngro up.com AA #: 0003325 W y a � C a t a m w gyp n � 4 !H C SUBDIV. & T ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 UODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C PREFORMED CONTROL JOINT i J' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T / PLASTERBE WIRED TIED TO LATH a S' WRB LAYER •2, FORTIFIBER O.C. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %' LEG MAY BE USED TO TEMP. FASTENED e�' (VERT.) O.C. MAX /// SECURE CONTROL JOINT AT 5UPPORTS DURING INSTALLATIONWT LAYER MFASTENERS TO BE SPACED STUUCCO WRAPe 1' O.C. MAX VERTICALLY 7 t G WOOD SHEATHIN }AP M LATH SHALL NOT BE CONTINUOUS e nlu.a e MII1 e' THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SE. PROVIDE 2X4 BLOCKING PER ASTM C1063ID\ PLACED FLAT MAX. 6' TO $' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON I. FASTENERS FOR LATH 70 BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE / -- 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN I O"M" TYPE CONTROL JOINT NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' e VERTICAL LAPS (ROLL ENDS) t 6' e HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP i0 BE I' WITH FORTIBER SHEATHING TAPE / \ I JI' MIN. LAP ® METAL LATH \ fX X X X X XIT X METAL LATH WRB LAYER 19 STUCCO WRAP 6' MIN PAPER LAP BELOUI ONLY / WRB LAYER •2, FORT(PBER \BUILDING PAPER 2 PAPER LAP SCALE: I/2' • I'-0' KICKOUT FOLD O DETAIL I FOLD ® J OI. FOLD MWARD • O I,. . FOLD INWARD a PT. A PT. A CREASE . PT.B 3. OREA°£ . Pr. 3. GREASE . PT. O 3. CREASE . PT.D a FOLD PT. O OVER F?, B TILL PT. O TOUGHE6 BOTTCH FLANGE fb. ® ©FO D • T1BorTOM FLANGE WATER TIGHT SEAL. FOLD, 22 Ci?T cur, d' THICK, 3 COAT CEMENT PLASTER !FRAME), W' 3 COAT CEMENT PLASTER 1C 1 WRB LAYER 4, FORTIFIBER BUILDING PAPER IFRAME ONLY) _ WRB LAYER h, :�,u•=��' STUCCO WRAPtFRAnE cnLr) �Ti }•`•44v}}:fLAP LAYER OF FLAANGE, N,sa' BTNT P tfY's").Tti i OVER NAILMG OP • .�' ;t�Z FRAI-� aR a'tu �N dflLyl ' ���• EXTERIOR \ aPa WALL FL48 — a p PI A'LJT R48HING <BEE �� § DETAIL) y` 0 SHINGLE ROOFING) DRIP ED_, OVERLAP 3', E>tT'S I/{• BELOW SHEATHING, ME 'l. d' . ML . FAS cN 4' OL. MAX. INSTALL Kld C,%T FLASHING AT W"TOFI OF ROOF 1 WALL NJTERSECT s TIGHT SEAL (BEND OR R DO NOSH CIIT) VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (Ul-MM) WIRE AT INTERVALS NOT MORE THAN S' (22e-MM). AS PER ASTM CI063. NOTE: FOR REPAIR OF TEARS IN WIRE, LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL STICK J' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER -2, FORTIFIBER BUILDING PAPER WR5 LAYER %, STUCCO WRAP WOOD SHEATHING WOOD SHEATI BUILD! PAPEF STUCCI HORIZONTAL LATH & PAPER DETAIL _R WOOD SHEATHING OR c IU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5" "L' TYPE CONTINUOUS z / GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHINS) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS r� "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING 5TEF 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 4• 6'x6'SELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 6TEP "2 FLLAASHI-ADHERING MEMBRANE WR5 LAYER N, STUCCO WRAP WIRE, LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EMEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R703.7 Exterior lathing and plasterlm Exterior use of partland cement plaster shall comply wish the application requirements of ASTM C 926-18b. Installation of extenor lathing and framing shall comply with ASTM C 1063-19a,. or ASTM 1787. NETfRATION 'ID,<iI�IHME DRAINAGE PLANE (WRB LAVER *11, STUCCO WRAF) WR5 LATER #2 (FORTIFIBER - - - - - - 5UILDING PAPER) METAL LATH X—X—X-X STUCCO = _= .= WOOD OR -1/1(o11 ZIP WALL =/77 SNEA7I41N(S; SELF-ADHESIVE FLASNIN� - - - - - — NOTE: METAL LATH: LATH TO PE PER SECTION Ri03.7.1 / ASTM C10(c3-2018e, MIN. 2.5 L55, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W y d � (5 Q m a o W � days .Z CJ Y ?QQQ u g V 6 O pw Q pw C pU C p0. Q p� 4 C @ 0 p B 0 W sIUBDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C 0 PRINT 02/19 24 DATE: / SCALE. 1/4"=1'-0" SHE�E�T(/T �p V V A I INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE I. BOTTOM. 2. SIDES, 3. TOP -X I VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND XI SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. AD ALL AROUND 4 FLY SEALANT ALL JOIVENNTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD ' T NON -MOVABLE FRAME AND STUCCO - - ON ALL SIDES, Y<' CAULKING m JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster BACKER ROD shall comply with the application r� ..X requirements of ASTM C 926-18b. Xi Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, orASTM 1787. WRB LAYER "I, �-�_ 1 I,''X STUCCO WRAP X; HOODED VENT X"I THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING �A DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAF) LURE LAYER *12 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO E_ . WOOD OR 7/Iro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM CI0io3-20185, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6" SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUF, DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES � DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TNROU WALL / 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. 5PEC5.) BUILDING PAPER UNDER 'QUICK FLASH' (flVENT PENETRATION SCALE: N,T,S, ELEC, METEF VERIFY LO vac v �-�-=Ivc STUCCO SCRATCH GOAT 4 1 GOAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC- I-IETER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLINC; ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R 51MIL,4R) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT BANE _ BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO APPLY E-Z OVER E GRAr FELT -PR, SEALANT 4 JOINT INTERSEC WOOD SHEATHING WRB LAYER -1, STUCCO WRAP s." WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD —1/a' TEXTURED CONSTRUCTION FINISH m WOOD FASTEN TO WOOD STRUCTURAL MEMBER 8' CMU I� Ye'TOV MID -WALL WEEP SCREED �W WIDE STRIP SELF ---- ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH m MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 5TF 1 5TEf= #3 a" WRB LAYER •I, STUCCO WRAP CUT 'X" INTO-] SELF -ADHERING f MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STEP 2 WRB LAYER "I, STUCCO WRAP APPLY 6D MIN SELF -ADHERING GRADE "D" FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER 5 T E F 4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 5T E F ro (A)ELECTRICALRECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W � a E o � _ AV pWQ Q pW Q pQ Q 4 pp 4 9 n 9 ILLR 0 9UBDIV- & LOT- ABBOTT PARK LOT #43 BLK: I PHASE: 3 PROJECT# 04181.003-43012 MODEL' 4EBB 1828— CALI" GARAGE SPYING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 02/ 19 / 2 4 SCALE: 1/4°=1'-0" SHEET WA2 L-IWIG7ND DRAINAGE PLANE (WRB LATER #I, STUCCO WRAP) WRB LAVER #2 (FORTIFIBER — — — — BUILDING; PAPER) METAL LATH x—xxx WOOD OR 1/1G " ZIP WALL SHEATHING �— SELF-ADHESIVE FLA5HING NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTMI C1O&3-2O185, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 2 1/2 CORNER BEAD - -- (FASTENER 8 SFAGING 9 O.C.) T— j ry i N -- - - GMU 1/2" THICK, 2 GOAT CEMENT _ FLASTER APPLIED DIRECTLY TO MASONRY 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroupxom AA #: 0003325 F a o � � ZZ woeoon a 9 \ 9 9 h] 9 A 9UBDLO IV. & T: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C t i i i . 0 1 I i I I LEGEND DRAINACxE PLANE (WRB LAYER *l, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH xx x—x STUCCO WOOD OR 7Ae,` ZIP U,41-L 5I41HATL4ING 6ELF-,4DHE6IvE FLASHINr, — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM CIO&3-20185, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND WOOD 5FIEATI-IING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE—� BARRIER -2 ' X T Y,- LAP SIDING— /6' REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP------- 7� DO NOT CAULK OR SEAL OPENING \ - GALV'D METAL .Z• FLASHING I Ya' X 6' SIMULATED—/ \� 6' SELF ADHERING FLASHING 1 WEATHER RESISTIVE BARRIER R WEATHER RESISTIVE BARRIER -2 �j 6'SELF-41DHERING FLASHING GALV'D METAL 'Z' FLASHING DON 7 CAULK OR SEAL OPENING WOOD TRIM MEMBER / STUCCO CASING // N• _ / \ BEAD Y' X 6' SIMULATED �- — WCSOD TRIM MEMBER \ GAP W/CAULKING \�\ �—:65EAL OR APPROVED SEALANT �'-- STUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION WOOD CONSTRUCTION \ BEYOND V WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 // // \ ,,��,, X T Y' LAP G SIDIN / \ W%6' REVEALBOR / 6' SELF -ADHERING BOARD / ATTEN / FLASHING 6' 5ELF-ADHERING FLASHING L C WEATHER RESISTIVE BARRIER 9 / \ \ WEATHER RE515TIVE STARTER STRIP \ \ BARRIER -2 DO NOT CAULK OR 6' SELF -ADHERING SEAL OPENING FLASHING \ GALV'D METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION \ _ f HARDIE TRIM PER _ _ I ELEVATION ' \ \ SEAL GAP W/CAULKING / OR APPROVED SEALANT — STUCCO CASING BEAD SIDING TO STUCCO (9� BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407 774-6078 FAX: 407 774-4078 www.a bd es ig n g ro w p x o m AA #: 0003325 ti w o � Q m F Cp C C C C C h z � q SUHDIV. & LOT• ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C rZZIZ4 L 02 19 24 DATE / / SCALE: 1/4"=1'-0" SHEET WA4 i ( , i 0 1 I' ' i � a 1 . I 1 � 0 t. II I � AVNIABLE8�8 YOUNTiNG SHOULD BETAKEN INKEEPINGTHEVENTPROPERLY 4-, 6'AND iP SHOVvN IN 4"GALVPNIZED A- ALIGNED. VENTPIPE IS SEALED IF UTILIZED. NAIL E ENT USINGDBE NAILS ATEACHCORNER .ROOFNGCEMENT SHOULD BEE SHINGLE EDGES NEAR THE ND OUTER EDGE AND AROUND THE ENTIREPERIMETER PS AND AROUND TTIGN CUT OUTGSIZE GOOSENECK VENTOPENING IN THE CUT RECOMMENDED INSEVERE WEATHER COASTAL HART SHOWN. IN THE EVENT p CHAR SHO.SIZETHE EVENT AMACANICAL VENT VENT FAN IS CONSTRUCTON ZONES. N ACCURCAL USED. SIZE THE VENT OPENING ACCORDANCE WITH N INS RUCN MANUFACTURE PIPING CONNECTION INSTRUCTIONS. DD NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OFT EVENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE " -- 1 EBOOM VENT FLANGES TO LAV ON THNGLEE OF THE TOP OF THE SHINGLES. IF E�o� ROOF HOOD VENT DETAIL SCALE: NTS TEMPORARILY FOLD -UP 4 SEC HOJSEWRAP (01 CUT H SEWRAP AT 45' ANGLE TUCK FLAP D UN e1 HEAD I 135' MODIFIED 'I' CUT IN HI xT ' LINE OF WINDOW I I OPENINL'. '� '�1 FOLD HOUSE" � IN AT JAMB9 C APFROYED HOUSEWRAP OVER SHEATHIW OVER WD STUD WALL SLOPE SILL R. STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMB5 EXTEND FL I' BELOW SI FLEXIBLE F DO NOT SE FIN NSTALL 6' SELF -ACHE FLASHING C VINYL HEAI =LASHING (' DAMS) NAIL FLANGE EXTEND SELF-ADHE =LASHING I' BEYOND J. FLASHING NSTALL vl� CAP ALIC FLASHING W/ NT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO: WINDO PLUMBING VENT DETAILS SCALE: NTS ,PPLY V :CMTINUOII T 5EALM AMISS ME FPLY TO INDOW NA LANGE IN °RE-F'UNCV IDLES OR VIDE ADHESIVE - EXIBLE FLASHING -,IERECT DRIP CAP "EOU[V) AP EOUIV) WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAF) SCALE: NTS —APPLY MEMBRANE FLASHING OVER JOINT S—E VALLEY FLASHING NO FASTNERE W-N SOp OR HEAVIER FELT FOF CENTERLINE .TRA EASTNERS IN UNDERLAYMENT END OF SHINGLE EXTEND ENDEEINGLE AT LEAST 12BEYOND ROOFING VALLEY CENTERLINE CEMENT CORNER OFF C T` CORNER AT 45 DEGREES II. IN . THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF PRODUCTS INCLUDING ROOF VALLEY DETAIL 5ESEALANTSA<G FLA514 11,15 MATERIALS USED DURING CCNSTaUGTION. SCALE: NTS 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS Wj: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1196 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN 5HALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 051 H2U (O EQUAL) SEALANT e WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-S6 OR EQUAL), 6LOPE SILL TO EX NOTE, I. IT IS THE CONTACTORS RESPON61BILTY TO VERIFY THE CGHPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 1 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD 11 OF FBC R103A 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLA54IM3 INSTRUCTIONS, WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-5078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 F W a a a m GE z $ o o a pC, v 9 O 0 e O sUHDIV. & LAT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003- 43012 MODEL 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I I I 1- I 1 1 1 \ 1/0' TEXTURED , FINISH a WOOD, 1/2' TEXTURED V . FINISH 9 CMU 2x6 SUS -BAND W/I"x4" NOTCH a METAL LATH END, WRAPPED IN \ PEEL 8 STICK METAL FASCIA WRAP WOOD SNEATHINr. r > I x OR CMU WR8 LAYER "I, DRIP EDGE IA STUCCO WRAP(FRAME ONLY) \ f3UIILLDING PAPER RTIFIBER x x x x FRAME OR CMU �/8" TEXTURED I AV ' ", (FRAME ONLY) � � x !- FELT PAPER FINISH s WOOD 2x6 SUB BAND 1/2" TEXTURED m RooFIN� CEMENT ; FINISH s CMU x x x x / \ DRIP EDGE DRIP EDGE METAL FASCIA \ O �L� METAL KICK OUT (REFERENCE POINT WRAP %a" FROM ONLY FOR WALL OFF STUCCO, 1" FROM SET OF COMPONENTS) WOOD WALL EXTERIOR WALL METAL FLASHING, WRAPPED MIN, Y4" ABOVE BOTTOM OF (FRAME OR CMU) DRIP EDGE \��,:� '------ NOTE: NOTCH FOR 2X& 2x 5U8-BAND SUB BAND N Y ROOF KICK OUT REMOVED\ D O L \ FOR CLARITY W/�"x4" NOTCH 0 END, WRAPPED IN ROOF DECK (BEYOND) = PEEL STICK ROOF CEMENT a DRIP EDGROOF EDGEE, I" OFF WALL OMITTED FOR 77 2 T7i'r �N07 INTO STUCCO) �l/8" TEXTURED FINISH a CLARITY / WOOD, 1/2' TEXTURED FINISH a CMU SUB BAND DETAIL ® WALL 2x% SUB -BAND W/I"x4" NOTCH s END, WRAPPED IN PEEL 8 STICK ®ELEVATION METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL (� x x FRAME OR CMU i/x x x n X_ h h PRE-ENG'D TRUSS TO BE CUT s WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT n FELT PAPER %j W/TEXTURED FINISH X x x 2"x4"x4'-0" - DRIP EDGE SCABBED TO TRUSS W/126 NAILS (o"-8" x > ,_ (REFERENCE POINT ONLY FOR WALL OFF O.C. MAX. SET OF COMPONENTS) 2x SUB -BAND W//2"x4" NOTCH s END METAL FLASHING, WRAPPED MIN. /4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP �\ W4/2`x4" NOTCH a �END, WRAPPED IN (�)FL'4N DRIP EDGE ��� PEEL 4 STICK EXTERIOR WALL ROOF CEMENT s (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL C WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774- 4078 www.abdesigngroup.com AA #: 0003325 A w a � W � a m w 12 �5 a e o a z � 0 SUBDIV. do LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL• 4EBB 1828— CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C AR NO 93723 DA F-PRET 02/19/24 SCALE: 1/4"=1'-0" SKE�E��T� VV A6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11_MINDICATES #5 BAR, OINDICATES #6 BAR,YNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 46 =36'�, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS RENF REMARKS 6,1 WT4xW1.4 OVER GENERAL 31l2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" (2)#5% FM-12x16 12, CONTINUOUS 16" (2)#5's (+)0'-0" FM-12x20 12" CONTINUOUS 20" (2) #5s FMC-12x20 12" CONTINUOUS 20" (2)#5's - VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's TF-12X12 12" CONTINUOUS 12" (1)#5's (-)U-41l SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER FOUNDATION PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W Q � s � `r m 0 UA �n v IN — 0 0 O O Ct$ w 0 x o� oa U o U (UA® I J SV- -IV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828—CALI" GARAGE SWING:: LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C MIN. EACH WAY MONOLITHIC FOOTING - _ ,� _. —. _ STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED - r z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z _ _ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 'Fj --GARAGE DOOR I RECESS j lK `� I ZEASLARGER8ARO I 8" CMU WALL m � � a m 8"CMU WALL _ IN FOUNDATION WITH 30" LEG EACH ' DIRECTIONS WAY AT ALL CHANGES INp I m 0-0° SO THAT THE STEELNF. IS CONTINUOUS a' TOP OF SLAB TOP OF SLAB p , I. MATCH AMOUNT OF CONTINUOUS BARS CURB FOR �SEE SLAB SCHEDULE J (-)ARIES �,EXT. CONTINUOUS STEEL MONOLITHIC MASNRY UNT8 SET BAR SIZE 48 BAR DIA. SEE SLAB SCHEDULE �' TOP OF GARAGEW/ - FOOTING REINFORCEMENT SEE SCHEDULE > PORCH SLAB 4" CHAMFER (1-STORY) 0AT0ELEV 1/2"ISOLATION 6' CHAMFER (2-STORY) #3 18" EXT. PORCH S4'CHAMFER W/1/7' ISOLAT (15TORY)INT t (WHERE • #4 24'' APPLICABLE) SEE SCHEDULE #5 30" JOINT (WHERE 6' CHAMFER (2-STORY) SEESCHEDULEMRMD,BAR WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST SIZE APPLICABLE)FOR w=D, BAR SIZE NUMBER OF BARS Hi . 2 TO 3, PROVIDE 2 BARS), UNO AND BAR QUANTITY +� 36.. AND BAR QUANTITY MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIORMONO-FOOTING 2EXTERIOR MONO -FOOTING SCALE: 3/4" CORNER BARS DETAIL DOOR OPENING - -0' @ GARAGE LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48' --�� AND NAIL W/16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SVP No 2 STUDS SEE w NEW REINF. BAR No 2 STUDS SEE PLANS FOR PLANS FOR SPACING. SINGLE 9 SECURED W/ 2-PART o a SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 2" CAPPED a 5 I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE 8" UNO PLATE EPDXY Y 5-1/2" EMBED. MIN. @ 16" OC SLAB MASONRY W/FLANGE @ BASE i FOLLOW ALL MANF, MAX 2" O/ NAIL 12" O/C STAGGERED. SPECIFICATIONS FOR SIMPSON BPH4 OR SPH6 BTM AND TOP PLATE ADDITIONAL METAL q USE AND i 5 AN W/ 10d 1 1/2" CONNECTORS NOT PREPARATION OF O 4 4 x COMMON NAILS FILL ALL REQUIRED WHEN NO HOLE. b HOLES, DO NOT USE 10d UPLIFT IS PRESENT, SECURE FLANGE TO Ix3" SLABSCHEDULE - SEE SLAB SCHEDULE SLAB W/(4) 1/4" X 21/4" o } ? TAPCONS JL �QQ� +- 0'-0" 4� +_ 0'-0" 11 C [SEE TOP OF SLAB TOP OF SLAB - 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) a e EQ. EQ. SEESCHEDULE EQ_ EQ' SEE SCHEDULE FOR W D, BAR SIZE FOR W D, BAR SIZE ADDING BAR TO AND BAR QUANTITY ANDBARQUANTITY ��� BOLLARD %� MONOLITHIC FOUNDATION (_,_�INTERIOR CURB FOUNDATION WOOD WALL (_��INTERIOR CURB FOUNDATION WOOD WALL UPLIFT) " sGALE: 3/4"=1'_0" (NO UPLIFT) (1)#5 REBAR VERTICALLY W/CONC. w POURED CELL U 8" CMU S #4 REBAR @-024" O.C. @ CENTER OF LAP TOP PLATE A MIN, OF 48" _ _ SLAB AND NAIL W/ 16d COMMON _ STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT =_ _ CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN = SPACING REQUIREMENTS _ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z = _ WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a a BTM. PLATE TO BE PT. SECURE BT. PLATE TO 9 PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL m w r 4 CONC. REINF. W/ I 12' O/C STAGGERED. v m 6 x6 #10 WVVM ON ADDITIONAL METAL a o y F I 6-MIL POLY ETHYLENE CONNECTORS NOT 8" CMU WALL _ VAPOR BARRIER ON REQUIRED WHEN NO m POURED LINTEL CONT. (TYP.) = II 1 WELL -COMPACTED UPLIFT IS PRESENT.- + _p^ ', 8" CMU FILLED CELL (TYP.) CLEAN FILL TERMITE TOP OF SLAB ,'o,, 1 TREATMENT SHALL BE rSEE SLAB SCHEDULE / I SEE SLAB SCHEDULE 2X WALL FRAMING VIZ DIA. SIMPSON ST82 BOLTS 5" I u BORA-CARE (2) CONT. #4 REBAR -L- MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND O TOP OF SLAB - "ISOLATED" COLUMN PAD VERTICALLY MAX #5 UNDER WALL AND16'OC. V(2) REBAR ON CHAIRS �� -CENTERED POURED MONOLITHICALLY WITH • q ------ FOUNDATION AND SLAB ice\ ` 2000 PSF VIRGIN SOIL OR 95% b—�— SEE SCHEDULE '• • s 12' MIN. DEPTH INTO COMPACTED SOIL /— SEESC SI FOR W10, BAR SIZE / VIRGIN OR ENGINEERED SOIL p FOR BAR ZE AND AR QUANTITY AND BAR QUANTITY I m U PER PLAN SLAB HEIGHT LESS THAN 3'E" COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO EXTERIOR MONO DEEP FOUNDATION OL FOOTING AND COL. PAD BLOCK WALL CONNECTION FOOTING W BLOCK WALL 9 ,� 12 � � BQALE 3/4"=,'-D" -INTERIOR SCALE D(NO UPLIFT) FT) 34_ D �� 3GALE.3/a/,'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www Bbdesigngroup.com AA #: 0003325 F K � � ov K Q m z PL j cl F O B B o' 9 C 9 C 9 C 9 2 'a O 3UHDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181,003-43012 MODEL.: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS (160 MPH EXP. C DATE: 02/19/24 SCALE: 1/4"=l'—O" SHEET St. IA —. —I � I I - I _. - -r_ ------ 7--7— 1 111 DOWEL PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdes ign gro u p.com AA #: 0003325 F w � a : a a � a � m Y PL tE O 4 Q a a C 9 4 sUBDIV. & LOT7*1 ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN %160 MPH EXP. C I RbLMC+ A ,68QU HACRA � AR NO 93723 , PRINT 02 19 24 DATE: / / SCALE: 1/4"=l'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W710" HOOK GROUTED BOND BEAM —J. VARIES PER ELEV. a -----1----<_ {{-�-- CLEAN OUT REQUIRED ° �I} FOR INSPECTION —� 0'-0" FIN. FLR. TIE'?VERTICAL REBAR TO HORIZONTAL - REBAR W/ 1 C" HOOK BAR SIZE 48 BAR DIA. #3 1 18" #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING - - STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS rct mU w 0. 8" CMU WALL ^� bg Y �~ TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. m o W/ 1/2" ISOLATION - 6" CHAMFER (2STORY) JOINT (WHERE 0 #4 24" APPLICABLE) z MATCH STEEL #5 30" 6"PVC CHASE REINFORCEMENT PER SCHEDULE #6 THRU FOOTING #7 42" 42" SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE. 3/4"=1'-1 REINFORCEMENT PER SCHEDULE #5 BARS 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 h a m V � O � ZZ a t- � m � w Q A 0 = p 0 dl z T 7 J sUBDIV. & M ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 02 19 24 DATE: SC AL.E: 1 /4" =1'— O" SHEET S l o 2 A u TF_ FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T_0.8. = TOP OF BEAM I B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O. S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MIO SIZE SPACING BB1 MASONRY 3000 ex8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B e i S �a o o o 71 1 GT a SF16.1T/OM/08 — % 4 a % h c' ol a. eT a„ Pr a s °a g' y Y 9 2 2.1 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP s OF WALL EL. 8'-0". UNO. 8RF14- 1 TIOM/OB 5'-4" - SF8-1 UOM/OB 8F16-1T/OM/OB — 8F16 MIN.&1T/OM/18 17' 4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-O" 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W Ww.abdesjgngroup.com AA #: 0003325 h W h a o w w � � a A 4 Q 4 Q ry C C C C C o = 9 a O 9 z � A SUBDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT* 04181.003-43012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C DATE. 02/19/24 SCALE: 1 /4"= l'— 0" SHEET S 2 '., #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM' _ -� VERTICAL REPAIR W/ 10" HOOKl _ ,�.� -- - -- - - 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL ATE — HEIGHT. pF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND �cl AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 ` TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. I „ / a tx��.EO 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP . / P05EFEe' Bx16 DEL. BOND TOP OF BEAM W/(1)#S BAR BONG BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • QEc��O W/(1)#5 BAR . f..__ BOND BEAM O Np4 p F FILLED W/ GROUT \ � U UNFILLED GROUT SOLID FROM ,STOP NOMINAL LINTEL TO TOP OF BOND �'OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE _ Pg9�F�fL NOMINAL—�� LINTELW/BARLOCATEDPER - MASONRY 0 F� HEIGHT f BEAM SCHEDULE f1 # OF i/5'S, TOP L/ IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE BEAM DESIGNATION THAT XFXX-1T/1M108 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX -1 T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX � 1T/1 M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LOF OPENING INTEL AND XUXX - i T/OM/06 I NDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 I' TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN WINDOW SIZE , 00 M N EMBE MENTD 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-114" - EMBEDMENT /16 2x60R PRE -CAST DRIVE P N3(MINSHANNKWINDOW SIZE.145MINHEADSIZE.300 SILLzi MIN EMBEDMENT 1 1/4") B."SLOPE 113114" FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 218 (MIN 2X 3)2-3/16 TAP 'ONOR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK, EA END LCMU EMBEDMENT 7116" DEE SHEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION FRAMING DETAILS CARCHWAY r SINGLE #5 CORNER BAR, W00 TURNED UP T OR TURNED DOWN INTO SEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 W a V g Oy p Q pQ cp G 0 Q 0 � p� C O H@ A @ Q 0 0 ti � O SUBDIV. 8c LOT• ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 U0DEL: 4EBB "1828-CALI" GARAGE SWINGS: LEFT PAGE: DETAILS 160 MPH EXP. C sGALE: 1/4"t —0" SHEET S2.IA k k k It k "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8.OB /16-1T/OB /20-1T/0B /24-1T/OB f28-1T/OB /32-1 T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH &8-1T 81161T 820-1T 8/24-1T 8/28-1T 8132-1T 8/8-1B 8/16-1T/16 /20-1T/18 24-1T/18 /28-1T/1B /32.1T/1B 8/8-2T 8/16-2T 6/20-2T 8/24-2T 8/28.2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 6321 6426 7531 T-6" PRECAST 689 1024 T-6" PRECAST 1569 3524 4394 5263 6132 7001 24465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0° PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2649 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 41M 6-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'4- PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7064 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2026 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'4" PRECAST 428 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9' 4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 366 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11 -4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 410 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 1 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 27-0" PRESTRESSED N.R. 116 27-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesign grou p.com 6.AA #: 0003325 w � � � m U _ m 'A a SUBDIV. & LOT• ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB 1828- CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT- SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 BTM. CHORD(MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 OR HETA-16 USED TO BRACE TOP CJt \Y EJ7 x x. _ it-_ - 7r - - r _- li _ - n - CJi b CJ3 a II u u II II ATTACH 4''-0" LONG 2x SCAB TO ' 1 C II II II CJ3 CJS _ �) II TRUSS WI/ 10d (NAILS 1@ 6" O.C. (4" FROM EA. END) _ - - - - 22"x54" ATTIC I ACCESS II I I I II -LA3==1A = /B,_'_�4i-_4=.TS 7 T-- I I Q PRE-FABWCATED ROOF TRUSSES @ 24" O.C. MAX I I I I I _ fl'=_'� � U O 0. d' N z z O � O _-_ _-- j 0 Li O - m b i Q Z U 0 a -- -- a ° s0 I I I °o _= 0 0 m o lA p S3.t y Zo Q 0af s@ T FRAMING PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 I. I F � Q � � C V � � Q m z O pQ Q pQ C �p Q d �pQ Q 0 a 0 0 O 0 SUBDIV. & LOT: ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C PRINT 02 19 24 DATE: SCALE: 1 /4"= l' — O" SHEET S 3 r r P ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP " ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(l) SIMPSON HETA16 TRUSS ANCHOR WI H # 1100 UPLIFT --TT}}\\ ROOTHINALUFLOOR SHEATHING, SEE B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SIMPSON NOTE. A P HTSM20 W/1010d TO TRUSS AND (4) 1/4' 4 SHEATHING (9) 1 TO Y BE GI ITEN 2 ANCHORSTO TO 16 x 1 TRUSS FASTENER SCHEDULE" SOIDE, CONT D2) 1NEACH VERTICAL APPLICATION OR WRAPS OVER PROVIDE 5 PROM E W/810d NAILS,A2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LIN— TEL TEL C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO -°,'• # 1900 UPLIFT (2) SIMPSON NOTEA PT SYP #22" x 4", (16) 10d x NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0' MAY BE ADDED - 1 (7) 1/4" x 2-1/4"TITEN SCREWS TO CMU. HEAVY UPLIFT TIEDOWN REQUIREMENTS. OFFACES OF W/ 10d NAILS, 2 ROWS, 3" (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE CONNECTOR BLOCK WALL) 1/4 10d TO TRUSS AND (4) 1/4" x 2 1/4" i WITH (12) 16tl x 3' NAILS TO GIRDER. ADDITIONAL PLY MAX, TO _ _ A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. _ WITH (4) �' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL lx2, 2x WOOD FASCIA �" X 2 #" TO GIRDER - SEE ARCHITECTURAL ENGINEERED WOOD _ _ B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH — _ 2x SECURED W/ (3) 16d TRUSSES @ 24" O/C, (2),' x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS. lx2, 2x WOOD FASCIA 3" TO GIRDER 1X23ECURED W/ 10tl —_ SUBMIT SHOP DRAWINGS FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS AND APPROVAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) �" x 5"TITEN HD TO CMU AND (18) SIDS T' x 3" 12" O/C lx2 SECURED W/ 70tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN Z ANCHORS MIN. B ALLOWABLE UPLIFT = U'.2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART IR OF TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE'3/4"=T-0' 2a 2b 2c SCALE, 3/4 , 0 GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE Wl (3) 12d @ EA� TRUSSES WHERE Al2 LST Al2 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 2 HAG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING @ EACH END. TOTAL OF 10 PER ELEVATION 0'-0" TO 30'-0" (1) "X" BRACE FLOOR 30'-l" TO 60'-0 (3) TX" BRACE SECURE 2x PT. PLATE GIRDER (1) "X" BRACE @ CENTER TO BILK W/ 12" DIA. 6-a MAX (W/1X4) oa 1U-0" MAX MW X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" if a< FROM CENTER TO END. WASHER SET IN HIGH STRENGTHPDXY " 2x WOOD FASCIA, PER ELEVATION 1x4 DIAGONAL MIN EMBED. AT 32" OC SEE ARCHITECTURAL ' PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2"HIGH PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD MAY NOT BE STIFFBACK (AS PER O.C. MAX d REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE w/ (2) (2) 10d's @EACH TRUSS 16d TOENAILS TO BE INSTALLED @ DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM, CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 15d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SE EBEAM PLANS FOR SPACING. SINGLE ON SLAB BOND REOQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO \ PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ` PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL BD. ° - - r 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT ,, �• MAX., 2x4 BTM, CHORD BRACING - END TYPE CONDITION, IF REQUIRED WHEN NO s •- ° • a /C 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. r--� BTM. CHORD BRACING ��� BLOCK WALL W/ GABLE END POST CONNECTIONS PRE-ENG'D TRUSS S°A`E 3'4"1`°" �(_._'�/GIRDER/WOOD SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `* / scALE:3/a"=1'_0" (NO UPLIFT) NOTCH DEPTH I/4`D HOLE EDGE >5/e" USED SO LONG AS THEY CONFORM TO THE T HOLE DIAMETER FOLLOWING <2/5'D SOL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 t FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11-1 HOLE DIAMETER B TM.. PLATE - WI-IDDBL STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS SCALE'. 1 1/2"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes ign grou p.com AA #: 0003325, E: y C a � r � o � q Q m B p 9 0 ti O SUBDIV. & LOTS ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ROLAND A.ABqU94ACRA AR NO 93723 00 PRINT 02 19 DATE: / /24 SCALE:1/4"=1'-0" SHEET S3.IA � i)aplau u �l I glgA9iV�e NAIL SHEATHING TO LADDER VTCR OR MTS-12 SPACING (1) AT d 0I 9 EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR OR MTS-12 EACH END AND 6-0" O.C. MAX. 1 2X4 LADDER AT 16"O/C W/(2) 16d NAILS 8" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) j 0'-0" TO 30'-0" (1) "X" BRACE 2x SUB -BAND 30'-1" TO 60'-0 (3) "X" B4/S,_1 PREENG GABLE TRUSS j (1)"X"BRACE@CENTCK AT ALL o (2) "X" BRACE DIVIDEDTS OVER 4'-10" HIGH FROM CENTER TO EN TRUSS ENG) ,) p PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING / FASTENER SCHEDULE" _ SEE TYP. TRUSS CONN q DETAIL FOR STRAPPIN p VIEW SIDE VIEW 1 x2, 2X WOOD FASCIACONNECTION PER Y) SEE ARCHITECTURAL_ TRUSS MFG.2xSECUREDW/(3) t6dENGINEEREDWOODGALV. COMMON NAILS.TRUSSES @ 24'' O/C,1x2 SECURED W/ 10tl—__ SUBMIT SHOP DRAWINGSGALV. COMMON NAILSFOR REVIEW CONT2x4RATR12,O/c_ _ AND APPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG D TRUSS SCALE NT S. � W/ HIP RETURN SCALE 3/4" 1'-0" PRE-ENG GABLE TRUS5 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 8 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2.6 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3700 MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 V~.a bd es ign grou p.com AA #: 0003325 W W s z oQ1Q15 a a a a a m ti z o svBmv. & LOT- ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C N 4 1p 4 pt�t�t�tp �t�t�tQ1 tAVATAVAt,RAtLtAtAVANIII t�t0lt�t�t�t�t� ��xt�t�tlt�t�t�t�t��t�t<t�t�t�. t�tltO�t�tttO�t�t�t�t�t�t��S�J: rAt�t�tO�t�t�t�t 1 I�tt♦ �ttt�ttt��t Itt�►ttt� tt� PIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE i =-36A7 ESE (-46.47) ZONE 2 = -55.43 ESE (-65.43) ZONE 3=-64,91 ESE (-74.91) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 16D MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 21/2" 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 2 3/e" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAF I EH UK I HU66 ROOF SHEATHING EXTERIOR SHEATHING r---- -- — - - z USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORT S OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. L BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADOL DROPPED ZONE 1'. 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2: 10tl NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O,C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SVP ZONE 3: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-22 BO RING SHANK GI,N NAILS ® 4" 0 C , TOPS - -1EESCES C10d RING SHANK GUN NAILS SEE 'ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING iEATHING C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 314' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL D RAW NGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS. FBC-R 2023, 8th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, B UILDING COD E REQUIREMENTS CRIPPLERS, SILLS ,ETC ., SHALL BE SOUTHERN PINE NO. 2OR BETTER. FI= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 5-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0N{',ROUND WHERE INDICATED INJ RBARRIADHESIVEME PROVIDE 5-MIL CO TINUOULAPPED ELASTICITY= 1 600,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS 6 INCHES AND SEALED TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,°RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER EBCR 2023, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 42' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-T OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NEPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WIT TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR'. LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf 20 psf TOP CHORD-non-c.nOL—t REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 199a 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. lope BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPLIFT: I0psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUM INS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING W ND'. DEAD LOAD SPEED 023) MPH 3- SECOND GUST (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS. UNINHABITABLE ATTIC WITHOUT STORAGE: IOPsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS. 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES', 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS'. 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING" REVIEW: "SPECI RCATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL SE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR S1ZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fro 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WILL . S OUT REVIEW RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE qLL TRUSS TO TRUSS CONNECTIONS. SEPIAS AL D A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36 M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S. Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+1- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CON C BETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER _11CATION srzE TvaE sPAaNG —ASKS APPLICATION s¢E SPACING PE-11 T 2"EMB-cE T. . NO WASHER e OlcPI MASONRY ICO T 4AIL 1 12 LONG e" DIA OR LIST WINOo MAEORIFASTENED GE DOOR EIKK E%PANSION-1 dC(310'DIA) EM SEp.,a T, SGO, AL. EXT D:x'lRG CASE HARDENED COIL 9"O/C GARA 4" "END pIS 1x PT, SEE I�TE6 NAIL11l]"LONG. STAGGERED INTO MASONRY/CONC TO MASONRTMANG 11TOI ]1—Or—In 3"EW EDIST. wI WASHER COw EDCK DEN HAREDOoII ISAD FASTENEDw�°CONTACT THIS ENGINEER FOR SPACING 1x P1,SEENOTE6 a"LONG. STAGRED GEIN:o, SONRYIcuc. REQUIREMENTS NO WASHER 18OIC T., T. PTT WINUIL BUSTEELCOL SEE 9 �ER NOTE S NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STIR U CTU RAL APPLI CATIO INS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. IS MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR FAR TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. 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MAX O STAPLESINSTALLED EMS. THRU SOFFIT AND X2 WOOD BATTEN 11 J-CHANNEL AT NAIL ( STAPLES INSTALLED SOFFIT tZ) HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED OFFIT tO 12' O.C. MAX (INTO DETAIL B ® FASCIA J-CHANNELO3 OS DOD) IN J-CHANNEL �, MAX J-CHANNEL O J-CHANNEL 'MAX. FASCIA 1© BATTEN STRIP ANCHOR D*FASCIA WOOD BATTEN IO Od NAIL AT EACH TAPLESINSTALLED D TRUSS/JOIST/RAFTER THRUSOFFITAND LOCATIONNOTTOJ-CHANNELAT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR® TAPPING SCREW, STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFITANDO STAPLES INSTALLED @FASTENER SPACED 24" -CHANNEL AT NAIL 12" O.C.MAX(INTOMOCHEM AND IN VALLEVSWOOD) IN J-CHANNEL SLOTORT-NAIL@12" it iX2 WOOD BATTEN 0-C. MAX (INTOQFFIT OCONCRETE/MASONRY)ANNELQ2X2 WOOD BATTEN 10 O SOFFIT DETAIL D NSTALLATIONSCREW, 3OJ-CHANNEL BATTEN ATTCHMENT Q Q STAPLES INSTALLED FASTENER SPACED 24" gO MAX. J-CHANNEL THRU SOFFIT AND MAXO.C. J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS TAPLESINSTALLED@ DETAIL 12" O.C. MAX (INTO BY OTHER 2-1 /4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" O MAX O.C. 'STAPLES INSTALLED @ 12' O.C. MAX (INTO O WOOD)IN J-CHANNEL ©SLOT OR T-NAIL @12" O.C. MAX. (INTO C ONCRETE/MASONRY) 7O WOOD)IN J-CHANNEL J-CHANNEL -CONCRETEICM UOR O SLOT OR T-NAIL @ 12' WOOD (NOTE 1) (DSOFFIT O.C. MAX. (INTO 3O J-CHANNEL CONCRETE/MASONRY) �•• MAX, CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR DETAIL E FRAMING OR CONCRETE/MASONRY BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAN 'L' SPAN 'U EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE"*) SOFFIT OFFIT SEE DETAIL'"*' SEE DETAIL'D' SEE DETAIL'E' SEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END a1uL A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 Jiaf- iTAa. a 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 i #)j M- SCTAB . 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE"*) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com Ikb AA #: 0003325 F w � w y � K O � Q � Q , � 4 f� Bppi app 'ppN L� A Qp� 4 pp Q Q Q C O F Q _ C A m C C C 0 SUBDIV. & LOT• ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C GENERAL REQUIREMENTS: n • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 lK10TAl I nTrnni. • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. " o FASTENER POSITIONING: VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF 7FASCIAEAVE OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) SHIM AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFIT® OF SOFFIT (WOOD) VENTED PANEL o JOINTING METHODS: SUBFASCIA SIDING • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: FIrI IRF A • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST FIGURE 2 LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER FRAMING FRAMING MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA MEMBER MEMBER PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT H-JOINTER IBC 2304.9.5." _7�_ 1 - — L LLAVL AI`f KUHKIA I L GAP AND CAULK NG ER bAIIt:N ING IER GREATER THAN 12" WIDE SOFFIT =P FASTENERS kWAY FROM CORNERS " IN FROM GE OF SOFFIT 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w a � V Z p ZZ a m a e 3 0 sUHDIV. & LOT ABBOTT PARK LOT #43 BLK: 1 PHASE: 3 PROJECT# 04181.003-43012 MODEL. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C